SW8010627_APPROVED PLANS_20010831

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
DOC TYPE i ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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A LOT AREA
391,856.50 SQ. FT. (9 ACRES)
LOT ZONE
R--10
IMPERVIOUS AREA
PROPOSED BUILDINGS
58,884.93 SQ. FT. (1.35
ACRES)
PROPOSED ASPHALT
80,343.00 SQ. FT. (1.84
ACRES)
PROPOSED GRAVEL
358.21 SQ. FT. (.008
ACRES)
PROPOSED SIDEWALK
10,161.39 SO. FT. (.23
ACRES)
TOTAL IMPERVIOUS AREA
149,584.18 SO. FT. (3.43
ACRES)
PARKING PROVIDED
211 SPACES (7 HC)
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32
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PROPOSED SIDEWALKS HARRY J. JABLONSKI
PROPOSED ASPHALT ' FOR 178/450 0):C;
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DATE
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CURB
CLASS B RIP RAP 60OX MARIFI FABRIC
EMERGENCY SPILLWAY
NTS
TIE NEW PAVEMENT
INTO EXISTING
AT EXISTING
GRADE
e+rr e"rr n, ■ u
126
H BINDER ON 8" ABC
TURN LANE DETAIL
NTS
ONTROL
'TONE SHALL NOT
LOCK OR IMPEDE
IPE FLOW
SITE PLAN
L-MIRAFI 60OX FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
NOTES:
1. SIDEWALK THICKNESS HALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUUNCTIONS. AT STRUCTUR S, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15 BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLELING CURB OR RUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
NTS
ASPHALT FLUME
NAs
2" TYPE 1-2 (NCDOT)
6" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION
NTS
10'
VEGETATED SHELF
0 6:1 SLOPE ---%
STATE FLOOD POOL = 23.00
NORMAL. POOL = 21.00
ELEV. = 19.33
IL_
3
BOTTOM =15.00 III ___�_1 I 1 IV
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ANCHOR FABRIC SKIRT
MIN. 8" DEEP do 4" WIDE.
I z
IOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
TEMPORARY/PERMANENT
GRASSING DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 8 INCH DEFTH.
3. REMOVE ALL R=S, ROOTS AND OTHER OBSTRUCITONS LEAVING %ffmn
SMOOTH AND UNIFORM.
4. APPLY AGRICULTUIK LIME AND FERIUZER UNIFORMLY AND MIX WITH SOIL.
LONE: 45 LBS. PER I COO S.F.
PH05PHOMM: 20 UIS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CON NNE TILLAGE UKM A WELL PULVERIZED, FIRM, UNIFORM SEED 80
IS PREPARED 4-4 INCHES DEEP.
6. SEED ON A FRESlLY PREPARED SEED BED AND COVER SEED LOMY.
2 - 3 LBS PER 1000 S.F. (SEE MIMW BELOW}
7. MULCH WMEINAiELY AFTER SEEDING AND ANCHOR MULCH.
GRNN STRllrlt & HAY AT 75 TO 100 LOS PER 1000 S.F.
WOOD CHIPS AT 50D LBS. PER 1 DOO S.F.
JUT' Bt MESH AS PER MMIIIFACRIRER
8. ASPHALT FOR ANCHORING MULCH SWILL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION.
AND 150 GAL PER TON OF STRAIN FOR ANCI'IORING STRAIN.
9. INSPECT ALL SEEDED AREAS AND MOVE NEGESSWf REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. F GUS STAID SHOULD BE
OVER BOX DYAM;M. REESTABLISH FOLLOWIMC ORKMAL LIME. FFRTUZER
AND SEEDING RATES,
10. CONSULT CONSERVATION INSPECTOR ON MANTENANCE. TREATMENT. AND
FERRlZATMO" AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR ITMPORARY AND PERMANENT APPLICATIONS SHALL BE:
30% CARPET GRAW
34X BERMUDA GRASS
24T TURF FESCUE
1C% CREEPING RED FESCUE
+BERMUDA SEED SHALL BE HULLED NOR WARM WEA711M
PLANTING PURITY OF SEED SHALL BE A MIN. OF 98x AND
GERMINATION SMWl BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 75 DAYS OF THE COMPLETION
OF GRADMa
CONSULT CONSERVATION ENGINEER OR SOL CONSIRNATMON SERVICE FOR
ADDITMONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH 00
WELL UNDER LOCAL CONMIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
TOP OF BANK
24.00
RIP -RAP PAD
(NCDOT) = '
3 MAX
I NOTE: THE VEGETATED SHELF SHALL BE
PLANTED WITH A COMBINATION
1 OF TWO OF THE FOLOWING ON
3 MAX 3' CENTERS. 1. CATTAIL
2. COONTAIL
NOTE: SEE CONTOURS ON PLAN FOR ACTUAL 3. SPATTER DOCK
POND SLOPES.
POND SECTION
NTS
NOTE
1. BASIN. FRAME NA GRATE MAY
VARY IN NONESSENTLIL DIMENSIONS.
-1 /8"R TOOLED 4' x 4' PRECAST CONC
JOINT W/ KNOCKOUT PANELS
I ALL 4 SIDES
/2" EXPANSIONS
)INT MATERIAL
EXPANSION JOINT (E.J.)
1/4"x1" DEEP w/AN
1 /8 R TOOLED JOINT
X.
CONTRACTION JQINI (C.J.)
12. Olk OUTLET
W. - 20.90 1-
#4 Mn MM SGALV. OR ASPHALT
TACKriELDI:D AT 8 O.C. EACH WAY LAM
IN TOP OF aASIN
ATTACH SCREEN WM+--
G1LV. LAG & WEDGE
AMK:HM
ALl21MIINUM tP�ANVOW
METAL SCREEN
1 1/2- N.O. INLET PIPE
GROUT IN PLACE
W. - 21.00
CRUSHED STONE.
r LJiI V
SECTION ELEVATION
DETENTION POND 11 OUTLET STRUCTURE
N.T.S.
I
TOP 23.00
IM.EI 21.00
BOTTOM 20M
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
FIELD CONSTRUCTION CONDITIONS.
"RAM NECK". INSTALL PER MANUFACTURERS REQUIREMENTS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P--115, TYPE III, FACTORY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
MIXED, QUICK DRYING, NON -BLEEDING.
STREETS.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
WASTE AND WATER LINES.
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS. SHRUBBERY. ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
22• DELETED
LIMITS OF CONSTRUCTION.
23. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
WOOD. LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
6. DISPOSAL CLEARED. GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
APPLICABLE LOCAL AND STATE CODES.
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
7. BORROW MATERIAL THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
ASSOCIATED WITH BORROW OPERATIONS.
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A ONLY
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98X OF MAXIMUM
TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP. SM.
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98X OF THE
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98X
REPAIRS IMMEDIATELY, REMOVE SEDIMENT WHEN IT BECOMES 0.50? DEEP
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
TO 10OX OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98X OF THE
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
AROUND THE DROP INLETS.
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
BECOMES 0.5 FT DEEP AT THE FENCE, THE SEDIMENT FENCE WILL BE
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
REQUIREMENTS.
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
9. LAYOUT. THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
OF EXISTING UTILITIES DURING CONSTRUCTION.
S. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
STANLEY SURVEYORS, PA., AND PROVIDED BY OWNER.
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
CLOSE-OUT.
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. DELETED
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
COARSE AGGREGATE
TEMPORARY GRAVELLED
A�� ■nor•■ ,ATaA� ■ r� -r-% A \.r.a-
RESERVED
vAIN ACCES191E SIGN
PARKING XUAWR '� a' "� ONLY
SOS TO K 0.090 STANDARD R7-8
ALUMINUM. BOLT TN] TREATED WOOD OR
ALUMINUM POST WITH 31W CADMIUM
PLATED NUTS. 900S & WASHERS. R7-8O
I _ 12" _
- I
r- 1
mmm
Loopy me IlONpp1 - up=
"m SAM ON M,IIE 9cJlOBO m
W CKDFXK 1p - um
ALUMINUM OR TRE/LTm 4"we WOW POST.
m"IMum VAN
PENALTY 3 ACCESSIBLE,s
$250
,r _;
UMS Alp NOIpE11 - ORn LESf10 Alp IICIpEII - aml -_
R7 I
TYPICAL HANDICAPPED SIGN DETAIL
CONCRETE WHEELSTOP DETAIL
NTS
DATE PRINTED
AUG 2 7 2001
ANDREW AI D KUSKE
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CAST IRON FRAME &
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WITH STREETS, WALKS OR
TRAFFIC. TOP TO BE AS
RESIDENTIAL
AREA 3/8' CEMENT
NOTED ON PLANS. ON
MORTAR
UNPAVED ROADS PROVIDE
8' COVER OVER LID AND
SET LABELED CONCRETE
ANH❑ E FRAME
MONUMENT NEAREST R/W
LIMIT,
& COVER
_
CONCRETE COLLAR
,
ul
CONCRETE SPACERS FOR
ae
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STEP
ADJUSTMENT MAY NOT
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5' MIN. WALL THICKNESS
0 o y
FOR 4' DIA. BARREL
6' MIN. WALL THICKNESS
°
FOR 5' DIA, BARREL
BITUMASTIC J❑INT SEALAN
5' TYP
AS APPROVED BY THE
ENGINEER GROUTED INSI
APPROVED
Id
NON --SHRINKING G
V PER FOOT
0
° ISM
p E
DIAMETER f
MINIMUM 8' STONE
,°n 000
nanonc
BEDDING FOUNDATION
m 3na •
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0 0 0 0 0 o°c
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MIN.
GASKET
6" EXTENDED LIP MONOUTHICALLY CAST
BASE SECTION EXTENDED BAST: NOT
REQUIRED FOR MANHOLES < 8 DEEP)
4810
STANDARD MANHOLE
NTS
FINAL BACKFILL
PIPE SIZE AS
INDICATED
ON THE PLANS_
INITIAL BACKFILL----
CLASS 1
PIPE ZONE
6" 1 O.D. 1 6"
4IN. MIN.
I-N M MEN ft
no-k
PVC PIPE
PIPE ZONE
6" O.D. 1 6"
4IN. MIN2
FINAL BACKFILL-----
IVA . .
f 1 ,R.
CLASS 1 OR 2
6" MIN.
STABLE
FOUNDATION
MATERIAL
PIPE BEDDING DETAILS
NTS
I-1 I ICI 11-1 I ICI I I- •�
STABLE
FOUNDATION
MATERIAL
DUCTILE IRON PIPE
CASTING
BRCS. N0. MH-VA-1 6" TEST PLUG 2" ASHPHALT
DEWEYw/WING NUT
4" BASE
24' SQUARE CONC. PAD
'
ASPHALT DEWEY BRCS.
OR GRASS
BRICK
MH-VA-4
CG CASTING OR
CONCRETE
-
EQUAL
LL
EXTRA HEAVY
SOIL PIPE
SANITARY
CLEANOUT
EXTRA HEAVY CAST IRON
S.S.C.O. - BOX DETAIL
SEWER MAIN
COMBINATION FITTING
w/6" BRANCH
NlrS
SIZE VARIES
CAST IRON PLUG
w/RUBBER GASKET
TRANSITION FROV CAST IRON TO
WERER PIPE w/ FERNCO DONUT"
A
CLEAN -OUT DETAIL
im
FINISHED GRADE
wa�,�x�.�y��a�, tea, a,
5' 0 5'
IIN. _ v IN
7 j ED STEEL
THRUST COLLAR 3- 3"
1/4- STEEL
PLATE
3' 3'
CONC THRUST
BLOCK )
ROD REQUIREMENTS
SIZE OF 45 DEGREE FEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
8" CONCRETE COLLAR
4000 PSI CONCRETE
WITHIN PAVEMENT TO
FINISHED ASPHALT GRADE.
11=419 1jm:T�%CiA
6.
4,328
2
8"
7,694
2
12"
17,312
2
16"
30,779
2
20'
48.091
2
24-
69,252
2
GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH
2 COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3'.
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
STANDARD
VERTICAL BEND
NTS
BL❑CKING
DIMENSIONS
PIPE SIZE
AO
IS
(C�
UP TO 10'
4'-0'
2'-6'
3'-0'
12' TO 18'
6'-0'
4'-0'
5' -"v'
18' TO 24'
8'-0'
6'-0'
6'-0-
~cb I ® N$
—
GRADE
ASQUARE
SECTION - PLu-]BDISTURBED S❑IL
PLAN - BEND 18'
MIN,
GRADE
BACKFILL UNDISTURBED SOIL
1
PLAN - TEE SECTION - BEND & TEE
CONCRETE BLOCKING DETAILS
NTS
VALVE BOX
(SEE VALVE & VALVE
nr%v ter,-.:, N
2" BRASS CAP, NIPPLE
& SCH. 40 FIPT X SLIP
PVC ADAPTER
2" SCH 40 PVC
2" PVC 90' BEND
u
\//\\�; THRUST COLLAR
2" BRASS NIPPLE, COUP
& SCH. 40 MIPT X SLIP
PVC ADAPTER (TYP)
3'
NOTE: SEE SPECIFICATIONS FOR SUPPORT
OF VALVE & VALVE BOX IN SOILS OTHER
THAN LOOSE DRY SAND
2" BLOWOFF ASSEMBLY
NTS
ti.cicnw ulwu'
WATER
WATER & SANITARY SEWER INTERSECTION
N.T.S.
3- DISCHARGE PIPE (BY GENERAL)
ALLOW OUTSIDE SPACE IN
EXCAVATION TO CEMENT DISCH.
PIPE IN POSITION (BY OTHERS) ELEC. NOTES & SPECS.
CHECK VALVE IF READ BY LOCAL SYSTEM GROUND 1#8 CU.,1/2" C. W/ 3/4' CU.
CODE, SUPPLIED BY CLAD DRIVEN GROUND ROD
AT CONY. OUTSIDE
LOCATION SERVICE 100 A, 3PH. 4W,120/24OV.
PANEL 100A. 3PH. MLO CU BUSS. NEMA 4X ENCL
W/ LOCKABLE DOOR, NQOB
PROVIDE 3" GATE VALVES CIRCUITS: 1-3P, 75A BKR,3 4, W/GRND,CONTR. CAB.
W/BOXES TO GRADE 1-1 P, 20A BKR,212, W/GRND, RECPT.
PUMP(S) 1-1 P, 20A BKR,2 12, W/GRND, ALARM
I -1 P, 20A BKR, SPARE
THE RECEPT.IS MTD. ON SIDE OF POWER PANEL
OR AS READ, AND W/ WATER PROOF COVER
TANK
PROVIDE SEAL -OFF FITTINGS ON ALL CONDUITS
CONNECTING TO LIFT STA.-GAS TIGHT
PROVIDE NEMA 4X CONTROL PANEL W/ HOA SWITCH
ACCESS
SYST. DUPLEXER, STAGGER START, VISUAL HIGH
HATCH,
WATER ALARM & 90 dh AUDIBLE ALARM, HORN
32"X48- W/
NOTE: THE CONTRACTOR SHALL VERIFY AVAILABLE
BILCO #Q-6AL
POWER, VOLTAGE, ETC. PRIOR TO ORDERING
OR APPROVED
EQUIPMENT & ADJUST CIRCUITS AS REQD.W/ENG
EQUAL
I80d., 3" PVC VENT
APPROVAL. ALL WORK PER CURRENT NEC.
W/ GALV. SCREEN
SEE SITE PLAN (ELEC) FOR ELEC. SOURCE.
8" Dik
PROVIDE MANUAL TRANSFER SWITCH AND GENERATOR
INV.=19.80
PLAN
RECEPTACLE TO E GENERATOR.
PROVIDE AUTODIAILERC(SENSAP ONE H TOWN OF E PR SS OR EQUAL.)
ALARM LIGHT, MAY ROTATE 90d INCREMENTS
VENT
CONTROL PANEL,NEMA 4X
HATCH
CONDUITS)
6" MIN. HANDLE
c°
UNISTRUT,HEAVY DUTY, HOT DIP GALV.
-
FRAME, 30" BURY, 12" DIA. CONC. ENCASE.
27-70
STAINLESS STEEL
q��NN EES�gg
STEELFiLOUf
BRACE AS READ, NOT
TO EXCEED 15'
RAIL SYS. w STAINLESS
STEEL CHAINS
3" CK VALVE OR USE
STEPS.
OPTIONAL LIFT OUT
® 12" O.C.
D.I.
CK. BY MYERS
STAINLESS STEEL
SYSTEM
00
BRACES
o;
r3'
Z
F.M.
PUMP DIS.
-
,
EL 19.80 4
j
:
3' TEE
FL 15jE
3
_
`
(2), 3- GATE VALVE
2
•
•�
6'-0" DI STAY -RIGHT
EL16 1
-
8' rn
PRECAST WET WELL
EL 14.8Lei
0
N
6,-0-
6-0"
LIFT OUT RAIL
SYSTEM
® ALARM LEVEL
SECTION
DUPLEX PUMP SYSTEM. PUMPS
CAPABLE OF 45 GPM 0 120 FT TDH
Q TURN ON LEVEL, TWO PUMPS
TURN ON LEVEL, ONE PUMP
0 TURN OFF LEVEL L i FT STATION NTS
NOTE: SITE LIGHTING SHALL BE INSTALLED TO PROVIDE LIGHT AT THE LIFT STATION SITE.
2-2 1/2' H)SE NOZZLES
NSFT THREADS
1/2- PUMPED CONNECTION
FACE TO CENTER LINE
HYIJ1" J/,f-SrANEW SM AT � "��PC Arr OF STREET
o ° o °
® o 0 opo a 7D AWNo e o �o
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