SW6110707_APPROVED PLANS_20110819

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW1(I�l(2Q
DOC TYPE
❑ CURRENT PERMIT
FOV
Lr APPROVED PLANS
(❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL DEVICES AT EACH
5.
PROVIDE SILT FENCE AND/OR OTHER DEVICES AS MAY BE REQUIRED TO CONTROL SOIL
STORM WATER INLET IMMEDIATELY AFTER CONSTRUCTION. ALL OTHER EROSION
EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,
CONTROL DEVICES SHALL BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND
GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
SHALL REMAIN IN PLACE UNTIL AN ACCEPTABLE GROUND COVER IS ESTABLISHED. THE
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY
CONTRACTOR SHALL CLEAN ANY AND ALL SEDIMENT FROM NEWLY CONSTRUCTED
ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER
STRUCTURES PRIOR TO COMPLETING WORK EACH DAY.
SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO
ANY WATERS OF THE STATE.
2. SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET OR EXCEED 3:1 SLOPE SHALL BE
STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. ON
6.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
SLOPES LESS THAN 3:1 STRAW MULCH SHALL BE DISTRIBUTED OVER THE DISTURBED
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
AREA AFTER APPLICATION OF SEED. THE STRAW MULCH SHALL BE SPRAYED WITH A
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
BITUMASTIC SEALER FOR ANCORAGE. SWALE AND DITCH BOTTOMS SHALL BE DOUBLE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEEDED. HYDROSEED MAY BE SUBSTITUTED FOR SEEDING AND STRAW MULCH. IT MAY
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION.
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
7.
THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD
3. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
ONTO PAVED ROADWAYS FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST.
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT AS MAY BE
CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED
REQUIRED. A TEMPORARY GRAVEL CONSTRUCTION EXIT SHALL BE ESTABLISHED AT ALL
EXCEPT AS FOLLOWS:
POINTS USED FOR CONSTRUCTION TRAFFIC EGRESS.
WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN
8.
TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
PRACTICABLE.
SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE HAS TEMPORARILY
9,
ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR
CEASED, AND EARTH -DISTURBING ACTIVITIES WALL BE RESUMED WITHIN 14 DAYS,
OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE
TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT
INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CANNOT BE MAINTAINED
PORTION OF THE SITE.
BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE
4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7)
MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.
DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT
10.
LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH
OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL
SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED
OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER
PRACTICABLE.
LUMBER AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER
MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER
DISCHARGES.
CONSTRUCTION SEQUENCE
1. INSTALL SILT FENCE
2. INSTALL TEMPORARY SEDIMENT TRAPS
3. INSTALL TEMP. DIVERSION BERM
4. INSTALL PERM. DETENTION POND IN CONCURRENCE
WITH PARTIAL CLEARING OF SITE (ONLY CLEAR
AREAS UPSTREAM OF DIVERSION BERM AND SED. TRAPS)
5. REMAINDER OF CLEARING AND GRUBBING
6. ROUGH GRADING
7. INSTALL UTILITIES AND STORM DRAINAGE
8, BUILDING CONSTRUCTION
9. FINE GRADING
10. PAVING
11. REMOVE TRAPPED SEDIMENT FROM DET. POND AND CONVERT
FROM SED. BASIN TO SAND FILTER
12. PERMANENT SEEDING AND FINAL STABILIZATION OF SITE
13. REMOVE ALL TEMPORARY EROSION CONTROL
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CLEANOUT
DRAINAGE AREA #1
ss�
INV = 174.00 (12'
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174.93
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PROPOSED
CANOPY.
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7
YARD DRUNK
GR = 175.20
r, INV = 173.58 (8'
12"HDPE
INV = 173.89 (12'
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PROPOSED
OFFICE
EXPANSION
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F.F.E. = 176.60
a
(IMPERVIOUS AREA
= 0.226 AC.)
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(DRAINAGE AREA #1
= .534 AC.)
7'
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CLEANOUT
INV = 173.82 (12'
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DRAINAGE AREA /2
s� (IMPERVIOUS AREA = .647 AC.)
6' (DRAINAGE AREA #2 .903 AC.,
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PROPOSED BUILDING
STORM MIT + F.F.E. = 176.60
If
TOP=172.14Js
INV. IN(1)=165.69
)N(2)=165.79 PROPOSED DOWNSPOUT
65.69 (TYp,)
CLEANOUi
INV = 173.93 (6' +
STORM PIPE
EX. BUILDING FIN. FLOOR. 176.60'
+'s
++ 'ems
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(PROVIDE INLET PROTECTION)
9
DROP INLET
sgs
INV. IN-169.72
1 4.93
INV. OUT=169.72
4
's CLEANOUT s 's ''s ''s CLEANOUT
DRAINAGE AREA 03
(IMPERVIOUS AREA = .552 AC.)
(DRAINAGE AREA #3 = .830 AC.)
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aJ s'JC
PROPOSED BUILDING
a j SAW -CUT SLOT AT INV. IA50 F.F.E. = 176.60 +1�
ON NORTH -FACE OF EX. INMT 'g
's I (PROVIDE INLET PROTECTION)
s DROP INLET C OUT
TOP=174.81
INV. IN=170.44 INV = 17.
17i A r- INV. OUT=170.36 rV74
,13 III
12"HDPE :9s C0 12"HDPE
STORM PIPE -------
------- _ STORM PIPE
(6'
I11 M
+
s
�D
POSEDI I
'•.' .9 IDROP
�i SSS60l,�i i S CLEANOIIT '0 INV = 173.93 (6' ' ' s INV = 173.18 12' s s s s s o CLEANOUTATCH PAVEMENT �INV = 173.43 (12' PROPOSED SAND FILTER SYSTEM #2 CLEANOUT PROPOSED SAND FILTER SYSTEM /3 DROP INLET INV = 173.58 (12'
TOP=174.56
INLETRADES (TYP•) INV - 173.38 (12' INV. OUT=170.65
INLET PROPOSED SILT FENCE (1YP.) (PROVIDE INLET PROTECTION)
m t 74.7!i� 1 �..��--
6" IN
IN=173 22 + 's �� �s �s "Sx.7 �"s, ��s
'�
INV. OUT=169.82 s + os
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LIMITS DISTURBANCE
(PROVIDE INLET PROTECTION) I
STORMWATER ACCESS EASEMENT STORMWATER ACCESS EASEMENT (2.84 ACRES)
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STORM
INLET
STORM STORM PIPE _
INLET
/ STORM I d}
INLET
A /
m /
STORM
/ INLET1,\
/ LIMITS OF DISTURBANCE
/ I ( (2.84 ACRES)
-
0 15 30 60
SCALE 1" = 30'
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GRADING &
DRAINAGE
PLAN
G The Stellar Architectural and
ngineering Group, Inc. 2010. All
rights reseryed. No part of this
work may be used, reproduced,
distributed, displayed or otherwise
communicated in any form or by
any means without the prior,
written consent of The Stellar
Architectural and Engineering Group. Inc.
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doB NO. 710 03986
DRAWN: RAF
CHECKED: JRH
SCALE: 111 = 30'
C103
DRAWING NO.

STEEL POSTS
6'
E (MAX.)
60X6" VENT HOLE CAST IN SLAB
WITH ALUMINUM GRATING, LOCATE
I
T(1=r11=1 I1=1 I� L= I yI
OPPOSITE MOTOR CONTROL CABINET
1
DOUBLE DOOR ALUMINUM CHECKER PLATE
I I I I=11�
FILL OVER TOE
jjT
=nl III=
HATCH COVER CAST IN TOP SLAB WITH
COMPACTED I
CAST ALUMINUM DROP HANDLE, 316 S.S.
OF FABRIC BURIED 8" DEE
II-
HARDWARE, & RECESSED LOCKING
AND 4" FORWARD ALONG TRENCH T�- - -
DEVICES. DOORS TO PIVOT AS SHOWN
AND BE H-20 TRAFFIC LOADKING BY
NOTES:
U.S. FOUNDRY, BILCO, OR APPROVED EQUAL
1. POSTS TO BE STEEL (1.33 LB/LF) WITH A MINIMUM LENGTH OF 5 FEET; LOCATE POSTS
ON DOWNSLOPE SIDE OF FILTER FABRIC, POSTS MUST EXTEND 24" BENEATH SURFACE.
CONCRETE TOP SLAB TO BE
2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING.
DESIGNED FOR H-20 TRAFFIC LOADING
3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST
A
WITH MINIMUM 4' OVERLAP TO THE NEXT POST.
INFLUENT LINE - SEE
4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA
SITE PLAN FOR LOCATION
STRENGTH - 50LB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./
SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS.
FABRIC MUST CONFORM WITH ASTM D 6461. NO MORE THAN 24" OF FABRIC IS ALLOWED.
LINED PRECAST CONCRETE TOP SLAB
ABOVE GROUND LEVEL.
TO BE 4,000 PSI CONCRETE WITH
HATCH OPENING CENTERED IN WETWELL
SEDIMENT FENCE
0
UNLESS OTHERWISE NOTED.
CONCRETE & REINFORCING TO BE
CERTIFIED BY THE ENGINEER OF RECORD,
SUBMERSIBLE SEWAGE PUMPS
TO BE LOCATED ALONG C.L. OF
WETWELL UNLESS OTHERWISE NOTED
un
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o r 1.5" TYPE S-1 ASPHALT
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EXISTING
In SMOOTH
0o SAWCUT 12" 12 ASPHALT
PAVEMENT
(NP) 1 MIN. I MIN.
0
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.
EXISTING
BASE
8" MIN. LIMEROCK
BASE (LBR 75) 100%
MAX. DRY DENSITY
ASTM D-1557
COMPACTED BACKFILL
98% MAX. DRY DENSITY
ASTM D-1557
LUG VALVES TO BE NON -LUBRICATED ECCENTRIC PLUG TYPE
CLASS 175, SHUT-OFF REQUIRED AT 150 PSI IN BOTH DIRECTIONS.
NOTE: THIS MAY REQUIRE A WORM GEAR OPERATOR IN 4" OR 6"
VALVE. ALL PLUG VALVES 8" AND LARGER TO BE EQUIPPED WITH
SEAT END WORMGEAR ACTUATORS. NON -BURIED VALVES WITH WORMGEAR ACTUATORS
OF PLUG VALVE SHALL BE FURNISHED WITH SUITABLE SIZED HANDWHEEL OPERATORS.
PLUG VALVE SEAT END TOWARDS WEI'WELL FOR 4" AND 6" VALVES,
PROVIDE 1 VALVE WRENCH. VALVES SHALL ALLOW PASSAGE OF A
SPHERICAL SOLID NOT LESS THAN PUMP CAPABILITY.
.I. FLANGED 9o*BEND OPTION #1
_L
I. FLANGED TEE
P.V.C. DR18 PIPE PUMP MANUFACTURER ZOELLER "SHARK"
MODEL 6840 GRIDER IMPELLER
DISCHARGE 1T MOTOR RPM 3,450
�Q HP 460 VOLTS •1 PHASE HZ
DESIGN POINT 2�..� GPM AT 70.0 FT.TDH
RUNOUT POINT =GPM AT 5,.Q FT.TDH
CHECK VALVE TO BE SWING TYPE
WITH OUTSIDE 316 STAINLESS STEEL
SPRING AND LEVER, CLASS 150 AS
MANUFACTURED BY MUELLER OR APPROVED EQUAL
WETWELL PLAN VIEW
N.T.S.
PUMP STATION INFORMATION
SCHEDULE OF ELEVATIONS:
TOP do
LAG
LEAD
BOTH
WET
DISCHARGE
DISCHARGE
BOT. SLAB
SOT. SLAB
DROP
SITE
INFLUENT
ALARM
PUMP
PUMP
PUMP
BOTTOM
WELL
PIPE
F.M.
OVERHANG
THICKNESS
INVERT
GRADE
ON
ON
OFF
DIA.
DIA.
DIAL
A
B
C
D
E
F
G
H
I
J
K
L
M
175.75
172.00
174.00
173.50
171.50
169.00
167.00
72
2"
2"
6"
6" MIN.
173.00
FLANGED SPOOL PIECE
OR FLANGED FILLER
AS NEEDED• GENERAL NOTES:
1. REFER TO SPECIFICATIONS, SECTION 02440, "SUBMERSIBLE WASTEWATER
DOUBLE DOOR ALUMINUM CHECKER PLATE PUMPING STATION,"
HATCH COVER CAST IN TOP SLAB WITH CAST
ALUM. DROP HANDLE, 316 S.S.
DOORS TO S. HARDWARE,
do RECESSED LOCKING DE2, ALL DUCTILE IRON FITTINGS AND PIPE SHALL BE HOLIDAY TESTED PRIOR
PIVOT. AS SHOWN AND BE H-20 TRAFFIC TO INSTALLATION.
LOADING BY U.S. FOUNDRY, BILCO, OR
APPROVED EQUAL 3. DUCTILE IRON PIPE, FITTINGS AND BOLTS SHALL RECEIVE A THOROUGH
EXTERIOR COATING OF BITUMINOUS COATING AS SPECIFIED IN A.N.S.I.
SPECIFICATIONS A21.51.
TRANSDUCER BRACKET
316 S.S. CABLE HOLDER 316 S.S. CABLE HOLDER
LOCATED ON OPPOSITE LOCATED ON OPPOSITE
SIDE AS DISCHARGE PIPES SIDE AS DISCHARGE PIPES
6'X6' VENT HOLE WITH RECESSED 1'X1'Xt"
LINED CONCRETE ON TOP SLAB ALUMINUM GRATING. LOCATE OPPOSITE 24" MIN. ENTIRE
AND INTO ALL OPENINGS IN TO CONTROL PANEL TOP OF GRATING TO BE CIRCUMFERENCE
FLUSH WITH TOP OF CONCRETE.OF WETWELL
FIELD LINE TOP SLAB
AND WALL SECTION JOINTS. MAX. ANGLE
FRAME
ALUMINUM
ANGLE FRAMEzzzl
A A
•• :. .. • . 1/Y SCHAD P.V.C. CONDUIT FOR TRANSDUCER TO
1/2' SCHAD P.V.C. CONDUIT FOR TRANSDUCER TO � MOTOR CONTROL CABINET. ATTACH WITH 316 S.S.
MOTOR CONTROL CABINET. ATTACH WITH 318 S.S. BRACKETS. NO BENDS IN CONDUIT ALLOWED BETWEEN
BRACKETS, NO BENDS IN CONDUIT ALLOWED BETWEEN • ° WEIWELL AND BEND AT MOTOR CONTROL CABINET.
WEPMELL. AND SEND AT MOTOR CONTROL CABINET.
;. ;
OF TRANSDUCER TO BE AT CENTERLINE OF
BOTTOMOF TRANSDUCER TO BE AT CENTERLINE OF SEE NOTE NO. 5 PUMP VOLUTE
PUMP VOLUTE. � o
HIGH LEVEL INDICATOR MERCOID IN 1/2" SCH 40 PVC
°: CONDUIT (TO MOTOR CONTROL CABINET). ATTACH WITH
316 S.S. BRACKETS. NO BENDS IN CONDUIT ALLOWED
HIGH LEVEL INDICATOR MERCOID IN 1/2" SCH 40 PVC BETWEEN WETWELL AND SEND AT MOTOR CONTROL
CONDUIT (TO MOTOR CONTROL CABINEr)ATTACH WITH]IFCABINET BASE LOCATION TO BE SO THAT MERCOID
316 S.S. BRACKETS. NO BENDS IN CONDUIT ALLOWED EXPERIENCES UNIMPEDED OPERATION.
BETWEEN WETWELL AND BEND AT MOTOR CONTROL
CABINEr BASE. LOCATION TO BE SO THAT MERCOID ;•• 6 •' , SEE NOTES NO. 5 FIELD
EXPERIENCES UNIMPEDED OPERATION.
FIBERGLASS OVER GRDUT
.. ,•.... .. �.' AS SPECIFIED
316 STAINLESS STEEL GUIDE •• + 316 STAINLESS STEEL. GUIDE
RAILS FOR PUMP REMOVAL RAILS FOR PUMP REMOVAL
316 STAINLESS STEEL UFTING CHAINS AND 316 STAINLESS STEEL LIFTING CHWNS AND
APPROPRIATELY SIZED SHACKLES. PROVIDE 3'-0' APPROPRIATELY SIZED SHACKII PROVIDE Y-O"
MIN. EXCESS LIFTING CHAIN. MIN. EXCESS UFTING CHWN._
SEE NOTES NO.4 LINER TO BE EITHER APPROVED COATING R
' VALVE BOX DRAIN WITH PVC TRAP MONOLITHIC FIBERGLASS INSERT. FIBERGLASS REINFORCED
LINER TO BE EITHER APPROVED COATING R ;. PLASTIC (FRP) WETWELL LINER SHALL BE ONE PIECE
PIPE BRACE REQUIRED. SEE PIPE ATTACHMENT WITH NO VERTICAL R HORIZONTAL SEAMS ALLOWED.
MONOLITHIC FIBERGLASS INSERT. FIBERGLASS REINFORCED TO WALL DETAIL THIS SHEET. WAIL THICKNESS SHALL BE A MINIMUM OF 1/2' THICK
PLASTIC (FRP) WETWELL LINER SHALL BE ONE PIECE H AND SHALL BE INSTALLED VERTICALLY IN AN EXISTING
WITH NO VERTICAL OR HORIZONTAL SEAMS ALLOWED. PVC DR18 PIPE PIPE MUST ONE PIECE WHERE PRECAST CONCRETE WETWELL THE ANNULAR SPACE
WALL THICKNESS SHALL BE A MINIMUM OF 1/2' THICK C POSSIBLE OTHERWISE, ONE JOINT WITH BELL JOINT BETWEEN THE CONCRETE WETWELL AND THE FIBERGLASS
AND SHALL BE INSTALLED VERTICALLY IN AN EXISTING D ° ' RETAINER WILL BE ALLOWED WITH EPDXY COATED, D.I. LINER SHAD_ BE NO WIDER THAN 3' AND SHALL BE
PRECAST CONCRETE WETWELL THE ANNULAR SPACE BODY AND STAINLESS STEEL FASTENERS k TIE BOLTS. FILLED WITH CONCRETE GROUT.
BETWEEN THE CONCRETE WETWELL AND THE FIBERGLASS ,•
LINER SHALL BE NO WIDER THAN 3' AND SHALL BE F
FILLED WITH CONCRETE GROUT. °• FIELD FIBERGLASS JOINTS
4 FOR PIPE AS SPECIFIED
PRECAST CONCRETE WETWELL SHALL MEET A S.T.M. C-478
AS RECOMMENDED BY PUMP STANDARD, ENTIRE INSIDE SURFACE OF WETWELL AI TOP AS RECOMMENDED BY PUMP
MANUFACTURER. SEE NOTES No. 6 .° SLAB SHALL BE LINED WITH APPROVED LINER. LINER MANUFACTURER. SEE NOTES No. 6
INSTALLER MUST BE CERTIFIED BY LINER MANUFACTURER.
SUBMIT CERTIFICATION WITH SHOP DRAWING SUBMITTAL
DROP CONNECTION REQUIRED DROP CONNECTION REQUIRED
SEE DETAIL ON THIS SHEET B SEE DETAIL ON THIS SHEET B
2 D.I. FLG. 45' BENDS BUTTED FACE TO FACE (IF REQUIRED) 2' MINIMUM AROUND WETWELL
SEE NOTE N0. 5 -FIELD TO BE FILLED WITH A-3 SAND.
FIBERGLASS OR APPLY LINER D.I. FLANGED ECCENTRIC INCREASER (IF REQUIRED) UNDISTURBED SOIL REQUIRED
OVER INTERIOR GROUT AS SPECIFIED G TYP K ; . ' . BEYOND 2' SAND BUFFER
. • a BASE ELL TO BE FABRICATED BY PUMP
I • :a '• ' n i., �TO BE
� ' . II L SIZEDFORMANUFACTURER. BASE
F APPLICABLE
• RAMNEK TYPE SEALANT OR
OWNER APPROVED EQUAL
6" MIN. LEVELING °s •. ALL AROUND WHERE FIBER- -
COURSE CONCRETE '• : 4 e : ME
' %•'+ :. ,'' GROUT FROM BASE PLATE TO A HQGHT OF 2' ABOVE GLASS AND CONCRETE TOGETHER _
° 4'. ' �' BOTTOM AIl AROUND WITH CLASS C" CONCRETE
ROUGHEN FIBERGLASS LINER WITH SAND PAPER
CONCRETE AND FIBERGLASS
I I l l lil I- III I- I I I- I TO INC�RE�ADHESIIOEN OR INSTALL FIELD APPLIED DESIGN TO BE SIGNED
LINBY A FLORIDA REGISTERED
CONCRETE AND REINFORCING ENGINEER. SUBMIT WITH
1' MINIMUM LEVELING SHOP DRAWINGS.
STEEL DESIGN TO BE SIGNED COURSE PRECAST BOTTOM SLAB
BY A REGISTERED
ENGINEER. SUBMIT WITH SHOP /
J DRAWINGS. UNDISTURBED EARTH DUPLEX SUBMERSIBLE SEWAGE PUMPS WITH UNDISTURBED EARTH
INTEGRAL MOTORS AND SCREW IMPELLERS
UNLESS OTHERWISE APPROVED. SEE NOTE 6
3 )1 LIFT STATION
in
FROM
MAY 1 - AUGUST 31
FROM SEPTEMBER 1 - APRIL 30
U
Z
1
POUND BROWNTOP MILLET
2 POUNDS ANNUAL RYE GRASS
2
POUNDS HULLED BERMUDA
0.5 POUNDS HULLED BERMUDA
�I
'0
25
POUNDS 10-10•-10 FERTILIZER
1.5 POUNDS UNHULLED BERMUDA
75
POUNDS LIMESTONE
25 POUNDS 10-10-10 FERTILIZER
75 POUNDS LIMESTONE
OR
OR
0
1
POUND BROWNTOP MILLET
1
POUND HULLED BERMUDA
2 POUNDS ANNUAL RYE GRASS
*2
POUNDS BAHIA GRASS
0.5 POUNDS HULLED BERMUDA
0
25
POUNDS 10-10-10 FERTILIZER
1.5 POUNDS UNHULLED BERMUDA
l�
75
POUNDS LIMESTONE
2 POUNDSBAHIA RA
25 OO FERTILIZER
OR
75 POUNDS LIMESTONE
-�
DEEP SANDY SOILS
OR
2
POUNDS BROWNTOP MILLET
o
*3
POUNDS BAHIA GRASS
1 POUND ANNUAL RYE GRASS
0
25
POUNDS 10-10-10 FERTILIZER
3 POUNDS FESCUE GRASS
75
POUNDS LIMESTONE
25 POUNDS 10-10-10 FERTILIZER
�0
75 POUNDS LIMESTONE
00
0)
OR
DEEP SANDY SOILS
1 POUND UNHULLED BERMUDA
rn
2 POUNDS RYE GRASS OR 2 LBS.
GRAIN RYE
*2 POUNDS BAHIA GRASS
p
25 POUNDS 10-10-10 FERTILIZER
75 POUNDS LIMESTONE
*
BAHIA GRASS IS A GOOD EROSION
CONTROL GRASS; HOWEVER, IT PRODUCES
MANY
raj
SEED
HEADS WHICH SCATTER TO ANOTHER
AREA. BAHIA GRASS IS HARD TO
MOW, BUT IT
o
DOES
NOT REQUIRE THE CARE THAT OTHER
GRASSES REQUIRE. AROUND OFFICE
BUILDINGS
AND WITHIN SUBDIVISIONS,
USE 4 TO 6 OUNCES OF CENTIPEDE GRASS
IN LIEU
0
a;
0
** FOR SOILS WITH CLAY SUBSOIL. DO NOT PLANT IN SANDY SOILS.
l SEEDING SCHEDULE
LINED CONCRETE
WETWELL ELEVATION
SECTION A -A N.T.S.
NOTES: ON ALL VEGETATED SWALES OR DITCHES WITH SIDE SLOPES (CUT OR FILL)
ADD 4 TO 6 OUNCES PER 1 000 SQUARE FEET OF
STEEPER THAN 2.1 D Q
WEEPING LOVEGRASS SEED TO ANY OF THE ABOVE MIXTURES.
SWALE AND DITCH BOTTOMS SHOULD BE DOUBLE SEEDED.
ALL SLOPES STEEPER THAN 2:1 SHALL BE HYDROSEEDED.
GROWTH OF RYE GRASS IN EARLY SPRING MUST BE SUPPRESSED TO
PREVENT RYE FROM CHOKING OUT PERMANENT GRASS SUCH AS BERMUDA,
BAHIA OR FESCUE.
SCHEDULE REFLECTS REQUIREMENTS PER 1000 SO. FT.
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WALL PREVENT TRACKING R
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING.
REPAIR AND/OR CLEAN OUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRE. IT SHALL BE DONE
ON AN AREA STABILIZED WITH RUSHED STONE THAT
DRAINS INTO AN APPROVED SEDIMENT TRAP OR
SEDIMENT BASIN.
5) 1 TEMPORARY CONSTRUCTION ENTRANCE
RIDGE
-50' MIN.
ITI
TRANSDUCER BRACKET
6"X6' VENT HOLE WITH RECESSED 1"X1"X1"
ALUMINUM GRATING. LOCATE OPPOSITE
CONTROL PANEL TOP OF GRATING TO BE
FLUSH WITH TOP OF CONCRETE.
X. 1/2"X1"X1' ALUMINUM
ANGLE FRAME
SEE NOTE NO. 5
4. ALL EXTERIOR JOINTS OF PRECAST CONCRETE WETWELLS SHALL
BE SEALED WITH A RUBBERIZED ASPHALT MEMBRANE TAPE. TAPE
SHALL BE PERM -A -BARRIER BY W.R. GRACE, ELASTOPLY BY KARNAK
OR EQUAL
5. ALL ANNULAR OPENINGS IN CONCRETE SHALL BE SEALED WITH
NON -SHRINK GROUT AND WATERSTOPS.
6. IF PUMPS TO BE INSTALLED ARE NOT SCREW IMPELLER PUMPS,
MOUNTING BASE TO BE RAISED AS RECOMMENDED BY MANUFACTU-
RER TO ACCOMMODATE FUTURE SCREW IMPELLER PUMPS.
STP PIPE TO ANGLE WITH ;
3 8 318 STAINLESS STEEL
UU BOLT, NUTS /WD WASHERS
CONCRETE OR
• FIBERGLASS
WETWELL
PVC PIPE %
A A
INSTALL 3'X3'X1/4"
316 STAINLESS
STEEL ANGLE
• 3/8' HILTI-TYPE ANCHOR BOLTS
° (318 SS BOLTS FOR FIBERGLASS WETWELL)
a
SECTION 'A -A'
VALVE BOX DRAIN WITH PVC TRAP
PIPE BRACE REQUIRED. SEE PIPE ATTACHMENT
TO WALL DETAIL THIS SHEET.
PVC DR18 PIPE. PIPE MUST BE ONE PIECE WHERE
POSSIBLE OTHERWISE, ONE JOINT WITH BELL JOINT
RETAINER WILL BE ALLOWED WITH EPDXY COATED, D.I.
BODY AND STAINLESS STEEL FASTENERS & TIE BOLTS.
1/4" STAINLESS
STEEL PLATE
PIPE ATTACHMENT TO WALL DETAIL
N.T.S. -REQUIRED FOR ALL PUMPING STATIONS -
FIBERGLASS WETWELL SHALL BE AS SPECIFIED. PVC DR26
SANITARY SEWER
2 D.I. FLG. 45' BENDS BUTTED FACE TO FACE (IF REQUIRED)
D.I. FLANGED ECCENTRIC INCREASER (IF REQUIRED) M
BASE ELL TO BE FABRICATED BY PUMP
MANUFACTURER. BASE ELBOW TO BE
G SIZED FOR FUTURE PUMPS IF APPLICABLE
., • •...... �.. ..a . ', 12"MIN.
v. ; 4
...• . :' .�.. .• :.a .'' .i.�'.� .12"MIN. L
I I III III -III III I I-1 I I -III -III -I 11-1 11- I
=III=II I I I I I I -III I I I I I I=I I I=I I I=I I I -I COMPACT BOTTOM OF EXCAVATION TO 95% STANDARD
PROCTOR DENSITY. POUR REINFORCED CONCRETE BASE
12' THICK AND 24" BEYOND WETWELL OUTSIDE WALLS.
AS SOON AS THE CONCRETE HAS SET UP ENOUGH TO
POURED IN PLACE SUPPORT THE WETWELL LOWER THE WETWELL INTO
CONCRETE BOTTOM SLAB R
12' MINIMUM
PLACE. POUR A MINIMUM OF 12 CONC
ON THE
INSIDE,
ALSO A MINIMUM OF 12 DEEP AND 24"
CONCRETE FROM THE FIBERGLASS WAIL ON THE OUTSIDE OF THE
FIBERGLASS WETWELL
FIBERGLASS
SECTION A -A N.T.S.
HARDWARE
CLOTH
PVC DR18 SANITARY SEWER
D.I. M.J. 4F BEND OR
PVC DR18 4T BEND
(UP TO 8'
(RESTRAINED JOINT) -�
WETWELL WALL
SECTION
D.I. M.J. 45' BEND OR
PVC DR18 4,7 BEND ° a R FIBERGLASS
APPROVED (UP TO 8' WETWELL
(RESTRAINED JOINT)
1'
a
.A
CUT PIPE
FLUSH WITH
FILLET
0
. I
°. `
GRAVITY DROP CONNECTION DETAIL
N.T.S. -REQUIRED FOR ALL PUMPING STATIONS-
BM
1. ALL ANNULAR OPENINGS IN CONCRETE SHALL
BE SEALED WITH NON -SHRINK GROUT AND
WATERSTOPS. FIELD LINE OVER INTERIOR
GROUT AS SPECIFIED.
SEDIMENT REMOVAL REQUIREMENTS
SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH
A DEPTH OF ONE (1) FOOT (1/2 THE HEIGHT OF THE STONE.)
GRAVEL - SUPPORTED BY HARDWARE CLOTH
TO ALLOW DRAINAGE AND RESTRICT
SEDIMENT MOVEMENT
• .
!l�I!i•I!i�0!x
ri ,, _,,
11 1, _�I ,1
•
,• ••• • •
9 0§
--• •
GROUND
SUBGRADE
EXCAVATED AREA (AS REQUIRED)
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RThe Stellar Architectural and
gineering Group, Inc. 2010. All
rights reserved. No part of this
work May be used, reproduced,
distributed, displayed or otherwise
communicated in any form or by
any means without the prior,
written consent of The Stellar
Architectural and Engineering Group, Inc.
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JOB NO. 710 03986
DRAWN: JCL
CHECKED: JRH
SCALE: N.T.S.
C501
2 DRAWING NO.

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1/4"x2"x2" A36 d
STEEL ANGLE
45 PVC ELBOW
SCRIBE THE SHAPE & SIZE OF THE DOWNSPOUTS (1/8 BEND)
ONTO THE PVC CAP AND TRIM TO FIT,
NOTES: CONNECTION NOTES:
EXTEND DOWNSPOUT FACE OF g
A MINIMUM OF 1" : ' BUILDING PVCROOF DRAIN HEADER 1. THIS INLET IS hX TRAFFIC RATED, AND SHOULD NOT BE USED IN AREAS Y3
1. INLET SHALL COMPLY WITH THE LATEST VERSIONS OF ASTM C 913-79, •' THAT RECEIVE ANY TYPE OF VEHICULAR TRAFFIC. PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES, AND ASTM BELOW TOP OF THE • PIPE -SEE GRADING 4ki
io C 890-913, MINIMUM DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PVC CAP. MAINTAIN '''::' AND DRAINAGE PLAN
PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES. THE INTEGRITY OF EXTERIOR DOWNSPOUT FOR SIZE AND SLOPE 2. INLET SHALL COMPLY WITH THE LATEST VERSIONS OF ASTM C 913-79,
THE DOWNSPOUT (SEE ARCH. FOR SIZE) PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES, AND ASTM
2. CONCRETE SHALL BE 4000 PSI AT 28 DAYS, TYPE II CEMENT. a'. PLAN VIEW PLAN C 890-913, MINIMUM DESIGN LOADING FOR MONOLITHIC OR SECTIONAL
CAST IRON GRATE CROSS-SECTION AT 10' PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES.
PLAN (SEE NOTES) 3. REINFORCEMENT FOR WALLS AND BASE SLAB SHALL BE #4 BARS AT THE POINT OF • ,• wow
12" EACH WAY, FOR STRUCTURES UP TO 24' DEEP. DESIGN IS FOR CONNECTION. 3. CONCRETE SHALL BE 4000 PSI AT 28 DAYS, TYPE It CEMENT.
AASHTO H-20 TRUCK LOADING. M PVC CAP » �� .•• y
4. USE NO LARGER PIPE THAN 12" RCP OR 15" CMP TO ENTER THE
t.. 4. USE NO LARGER PIPE THAN 18" RCP OR 21" CMP TO ENTER THE _ : FINISHED GRADE SIDES OF THE STRUCTURE.
� SD
•. 2'-0" SIDES OF THE STRUCTURE. USE NO LARGER THAN 24" RCP _. - CAST IRON GRATE ey 4 N I
+« OR 30" CMP TO ENTER THE 3'-1" SIDES OF THE STRUCTURE. �' ~ 5. GRATE IS TO BE A US FOUNDRY NO. 6230, OR APPROVED EQUAL, :� H cn
d ,•:• 2' (SEE NOTES)
2._0" .� o
g • + ' ♦ 5. GRATE FOR NON -TRAFFIC AREAS IS TO BE A US FOUNDRY NO. 6210, ' • ; . •' • 6. INSIDE BOTTOM OF STRUCTURE IS TO BE A MINIMUM OF 12" BELOW THE
•. , OR APPROVED EQUAL GRATE FOR ALL TRAFFIC AREAS EITHER LIGHT BUILDING FOUNDATION • ' LOWEST PIPE INVERT. '
DUTY OR HEAVY DUTY IS TO BEAUS FOUNDRY N0. 6212, OR APPROVED •'••
1/2" DIA. ANCHOR EQUAL •':.w ^: ,•::
(2 PER SIDE) 24"MIN PVC PIPE 4e, 1'-10" 4"
Q . a . S. SET INLET GRATE AT 0.05' BELOW GRADE IN ASPHALT PAVED AREAS, AND i i • ' . �. •• + •�- .•
Q AT GRADE IN CONCRETE PAVED AND NON -PAVED AREAS. d WITH WATER -TIGHT a
w y ' JOINTS (TYP.) .• :•
.; ROOF DRAIN SERVICE LATERAL - SEE ROOF DRAIN HEADER
z w
PAVING &DRAINAGE PLAN FOR SIZE APIPE - ND DRASNAGE PLAN ¢ • : +
+• REINFORCING + r'.
Ji (SEE NOTES) /8 BEND�TYP.) FOR SIZE AND SLOPE r••; O
a LAY PIPE AT tJi
o
!a 6" 1/8" PER FOOT
• (TYP) MINIMUM SLOPE w
PROFILE
V.
a0-4.SOIL MINIMUM BEARING
+'` •d CAPACITY 2000 PSF :"'� `' SOIL MINIMUM BEARING Z
...: ::.
I I � CAPACITY 2000 PSF
F1 11-1 I I-J 11 111=1 I I 1 11=1 I I 1 I 1=1 I I_L-1 I 1=i i 1=1 I I-1 i I I I ICI i 1=1 i i=1 i I_I i I_ITi-I i 1=�
=111 1111I I 11 1 1 I 11 1 I I I I 1 1 I I 11 1111 1 1 1� 1111L I 11 1 I 11 i 1 I 11 i 1I 11 i -I I i--Tl-1 11-1 I I -I 11-1 11-1 I I -I I IE 1 I 1=11 I-1 I I-
i I I I _III -I i I-Ti-1 i 1-1 i 1-I i 1-1TI-1T1
SECTION SECTION Z
Q
STORM INLET 1 ROOF DRAIN CONNECTION 2 YARD DRAIN 7 C Q
z
Z �S o
EXISTING STORM INLET W
20' O Z U
10' J O 2
VEGETATIVE SIDE SLOPES (TYP.) N �
OVERFLOW Q Z
(FOREBAY) (SAND FILTER CHAMBER)
3
3----------- O Q Z
INFLOW (FROM ROOF DRAINS) X Z OUTFLOW PIPE GRAVEL/STONE SURFACE VEGETATIVE SIDEW
n
:...:... _ ... ,.. ........... .. ...: SLOPES
S (TYP.)
,. ..
SAND MEDIA 3 Q 0
1 OUTFLOW (UNDERDRAIN PERF. PIPE) _I
m
p SHWT
I.N1..1
� r
SAND FILTER CROSS SECTION 3 DETAIL * DETAIL * 0
T.O.B. = 174.50
T.O.B. = 175.00 B.O.P. = 173.00 Z
B.O.P. = 173.50
8" HDPE PIPE O
NV - 173.50 6" DOWNSPOUT
12" HEADER PIPE '/- INV = 173.50 �/- 6" DOWNSPOUT 8" DOWNSPOUT
fINV = 173.66 INV = 173.50 INV = 173,50
(FOREBAY) INV = 173.50 (FOREBAY) INV = 173.00 I
INV HEADER PIPE 12" HEADER PIPE J CONNECT UNDER -
NV = 173.06 TOP OF BERM 174.00 INV = 173.06 DRAIN TO EX. INLET
TOP OF BERM = 174.50
INV = 170.17
o PROVIDE OVERFLOW
O N _
N SWALE TO EXISTING
4" UNDERDRAIN SYSTEM STORM INLET SITE
INV = 170.17 8" HDPE OUTFLOW PIPE
INV = 174.25 DETAILS
8„ HDPE OUTFLOW PIPE------------------------------------------------------------------------------------------------------------r------- ti
-------------------------- -----I - - - - - - - - - ---- - - - - - - - - - -7---
4" UNDERDRAIN
SYSTEM- - --- ------------------------------------------------- ------------------------------------------------------------
INV -------------------- ---- = 170.67 -- - (SAND FILTER) INV = 172,96
___ I C The Stellar Architectural and
N (SAND FILTER) INV = 173.46
CONNECT UNDER- ------------------------------- ------- ---------'
-----------------------------------------------------------------------
g part of this
ngineering Group, Inc 2010. All
rights may
be
used.
work may di used, r otherwise
I DRAIN TO EX. INLET T.O.B. = 174.50 distributed, displayed or otherwise
communicated in any form or by
T.O.B. = 175.00 I INV 170.67 B.O.P. = 172.50 any means without the prior,
B.O.P. = 173.00 PROVIDE OVERFLOW
written consent of The Stellar
SWALE TO EXISTING 65'
Architectural and Engineering Group, Inc.
v STORM INLET
1 29 INV = 174.75
SAND FILTER SYSTEM #1 (1 "=5') 4 SAND FILTER SYSTEM #2 »_
(1 -5) 5 DETAIL * DETAIL * M
Vl Z
O
O
T.O.B. = 174.75 cr
B.O.P. = 173.25 V)
W
n
chi
6" DOWNSPOUT
INV = 173.25 6" DOWNSPOUT
INV = 173.25
(FOREBAY)
INV = 173.25 /
12" HEADER PIPE 12" HEADER PIPE J
INV = 173.25 TOP OF BERM = 174.25 INV 173.25 NI
Q
O �O
PROVIDE OVERFLOW
SWALE TO EXISTING 4' UNDERDRAIN SYSTEM r-
STORM INLET INV = 170.42 8"- HDPE -OUTFLOW PIPE
INV= 174.50 r---------------------- ----------------------- -------------------- --------------
I
JOB NO. 710 03986
CONNECT UNDER- � I _
(SAND FILTER)
------------ --
DRAIN TO EX. INLET
Jm
INV = 170.42 INV 173.21
ENJCL
-.-------L----------------------------------------------`---------------------------------------------- ---_
JRFi
T.O. . = 174.75
B.O.P. = 172.75
59' N.T.S.
2
SAND FILTER SYSTEM #3 0"=5') 6 * DETAIL * DETAIL *0.