|
"PARKING BY DISABLED
<br />PERMIT ONLY" SIGN 6'ht. CHAIN LINK FENCE
<br />MOUNTED ON BLDG. WALL Y AT ALL SIDES OF POND
<br />FAG ALUMINUM SKIMMER PLATE —
<br />+_ FASTEN W/4 -3/8" RED HEADS
<br />TOP = 107.50
<br />2.00' BOT.= 103.00
<br />WEIR WIDTH
<br />SIDEWALK
<br />Existing
<br />r
<br />MIN.
<br />La
<br />J 3 J
<br />07 '. LLJ
<br />Err 6" 6,.
<br />HANDICAPPED PARKING AREA
<br />(NOT TO SCALE)
<br />VALVE B OX
<br />(NOT TO SCALE)
<br />SKIMMER ---- --
<br />TOP OF WALL WEIR
<br />CONC. PAD
<br />MORTAR CONC. BRICKS 00
<br />0 0 0 Orr
<br />TO CONC, PAD AS SHOWN 4"
<br />0 0 0 Orr
<br />4
<br />4 2 ° typ,
<br />a PLAN YP t_W
<br />ow
<br />of
<br />a_J
<br />Grade TOP OF WALL = 108.00 TOP OF WALL = 108.00 18'
<br />° _LWEIR EL= ° WEIR = 107.65
<br />° 107.65 ° t --
<br />n A OT IRON COVER
<br />RIBED "WATER"
<br />cfl
<br />.) - r.
<br />POND BOT,= 104,0 3
<br />EAST ELEVATION I b '
<br />CONCRETE BLOCK RETAINING WALL 20 "wide x 10 "thk. CONCRETE FOOTER SECTION
<br />W/2 - #5 Bars CONTINUOUS AND
<br />#5 Bars VERTICAL ® 4ft. O.C.
<br />OUTFALL STRUCTURE
<br />TYPICAL WALL SECTION AT PROPERTY LINE
<br />(NOT TO SCALE)
<br />FRAME do COVER U, S. FOUNDRY No. 170
<br />TYPE 'E" LABELED "SANITARY SEWER".
<br />GROUT
<br />PAVEMENT
<br />FINISHED GRADE
<br />3" MINIMUM
<br />8 "— 12" NOMINAL
<br />I 18" MAX.
<br />v 2' -Or' o VARIABLE BRICK ADJUSTMENT
<br />> a OR CONCRETE ADJUSTING RINGS
<br />AS REQUIRED.
<br />° n
<br />I . PRECAST REINFORCED CONCRETE
<br />CONCENTRIC CONE SECTION
<br />c KEYED TO LOWER WALL
<br />5" WAIL 4' -0" DIA. PRECAST REINFORCED CONCRETE
<br />(MIN) � o SECTIONS AS REQUIRED.
<br />I KEYED TO ABUTTING SECTIONS.
<br />I
<br />!c p
<br />PIPE SHALL NOT °
<br />BE IN CONSTRUCTION SLOPE 1/2 PER FOOT
<br />JOINT OF MANHOLE
<br />S TANDARD 48" ,-,PRECAST MANHOLE
<br />(NOT TO SCALE)
<br />2 "x 2" WOOD STAKES (4' -0" O.C.)
<br />TAPPING VALVE (FLG, /MJ)
<br />i
<br />D,I, CONNECTING PIECE W/ COUPLED
<br />MFCI IANICAL JOINT (RFS f RAINED) --
<br />RESTRAINED JOINT REDUCER
<br />NEW INTERCONNECTING
<br />PIPE —�
<br />BY -PASS VALVE
<br />NOTE:
<br />EXISTING
<br />WATER MAIN
<br />II I II .
<br />CONCRETE GRADE PAD
<br />W/ WIRE MESH REINFORCING
<br />2 PC. C ROAOWAY TYPE VALVE BOX
<br />(5 -1/4" MIN. I,D.)
<br />CLOW OR EQUAL
<br />8" PIPE SLEEVE
<br />AS REQUIRED
<br />TAPPING SLEEVE
<br />II I II
<br />ALL TAPPING SLEEVES SHALL BE WRAPPED AND SEALED IN AN
<br />APPROVED MANNER WITH POLYETHYLENE ENCASEMENT MATERIAL,
<br />TAPPING SLEEVE & VALVE
<br />(NOT TO SCALE)
<br />� GD.
<br />EXISTING GRADE
<br />Hoy bales to be stoked in a continuous
<br />manner and stoked into ground with
<br />2 "x2" wood stakes as required to maintain
<br />proper ollignment.
<br />SEDIMENT BARRIER DETAIL
<br />(NOT TO SCALE)
<br />Contractor is to provide erosion control /sedimentation
<br />barrier (hay bales or siltation curtain) to prevent
<br />siltation of adjacent property, streets, storm sewers
<br />and waterways. In addotion, contractor shall place
<br />straw, mulch or other suitable material on ground in
<br />areas where construction related traffic is to enter
<br />and exit site. If, in the opinion of the Engineer and /or
<br />local authorities, excessive quantities of earth ore trons-
<br />ported off -site either by natural drainage or by vehicular
<br />traffic, the contractor is to remove and clean said earth
<br />to the satisfaction of the Engineer and /or local authorities.
<br />NOTE;
<br />FOOTINGS TO BEAR ON UNDISTURBED SOIL
<br />DEVOID OF ORGANIC MATERIAL,
<br />RETAINING WALL SHALL BE FULLY GROUTED
<br />162' x 28'
<br />z (SEED & MULCH) SOD
<br />J
<br />DO
<br />FF =108, 50
<br />w
<br />Z
<br />� J
<br />I—
<br />w
<br />0_
<br />0
<br />0- Existing
<br />_ _ / I'-- Grade
<br />DHW1o0 = 10 7,77
<br />/_ 3J POND BOT = 104,0
<br />FOOTING = 103.0
<br />SHWT = 101,0 y
<br />T
<br />POND SECTION A- A
<br />WITH 3,000 PSI GROUT, FROM SHEET #1
<br />2f-4
<br />2 11 811 11" 2 11
<br />"
<br />t I
<br />�O �O
<br />o : _ ir o v
<br />O �O
<br />2'- 4"
<br />-�— � 12
<br />TYPE C
<br />Approx. Weight 235 Lbs.
<br />'31- 4"
<br />21 1r 2 � rr
<br />_ 2 1- 0 11 4
<br />N N
<br />8 11 1 811
<br />co
<br />PLAN
<br />Si r,
<br />5 4 lr
<br />1 2
<br />-
<br />I
<br />Grate o - 1 _
<br />o _ 2" Cl. 1 Eye Bolt
<br />V
<br />N
<br />-
<br />4 4 Bars 9
<br />12" Ctrs.
<br />SECTION
<br />Recommended Maximum Pipe Size:
<br />2'-0" Wall -l8" Pipe
<br />3'-1" Wall-24" Pipe
<br />F.D.O.T. TYPE 'C' INLET
<br />(NOT TO SCALE)
<br />(NOT TO SCALE)
<br />OPERATION AND MAINTENENCE SCHEDULE
<br />The project owner or his assigns shall be responsible for the operation and maintenance of
<br />the stormwater facilities.
<br />The operation and maintenance shall include at least semi - annual inspections of said
<br />stormwater facilities to make sure system is free from excess silt, sediment and grass
<br />clippings, This may require periodic cutting and removal of vegetation and removal of
<br />accumulated sediments, gross clippings, and debris from the retention pond bottom,
<br />3 1- 4 11
<br />2J
<br />P 5 / 5
<br />API O °o
<br />o �
<br />31- 4"
<br />T +i /N I N
<br />1 F- � - � F 2„ F-� 2
<br />TYPE E
<br />Approx. Weight 465 Lbs.
<br />C
<br />L(
<br />PLAN
<br />0
<br />C
<br />0
<br />n
<br />Y
<br />I
<br />z
<br />41-4)1 It
<br />5 41r - 3' O 5 4
<br />LL Z'JI
<br />�I
<br />r Grate -�
<br />2" Cl. Eye Bolts
<br />N
<br /># 4 Bars
<br />SECTION ° 12" Ctrs.
<br />Recommended Maximum Pipe Size:
<br />3' -0" Wall -24" Pipe
<br />4'-6" Wall-42" Pipe
<br />F.D.O.T. TYPE 'E' INLET
<br />(NOT TO SCALE)
<br />0' TO 2
<br />R.
<br />4' BRASSI PLUG —�
<br />CONC, PAD
<br />4' THK, X V -6'SQ,
<br />W /6'x6' W,W.F,
<br />STOPPER AS
<br />RECOMMENDED BY
<br />THE PIPE
<br />MANUFACTURER
<br />CLE AN- OUT DETAIL
<br />(NOT TO SCALE)
<br />6� 2"R.
<br />0
<br />o Asphalt Pavement
<br />ao
<br />HEADER CURB DETAIL
<br />(ICU 1 1 (JUAI I_)
<br />NOTE: HEADER CURB "REVEAL" SHALL
<br />BE 6" - 4" ABOVE ASPHALT
<br />AS SHOWN ON PLANS.
<br />8" WID x
<br />6 LONG
<br />J3
<br />I
<br />I 'll• •
<br />2 -3/4" DIA, HOLES
<br />PLACED 12" FROM ENDS
<br />CONCRETE WHEEL STOP
<br />(NOT TO SCALE)
<br />VARI
<br />AS SHOWN ON PLANS
<br />1 "R,
<br />SLOPE 1 /4 " /F
<br />PAVEMENT 6" MAX.
<br />8" 4 "THICK
<br />3"
<br />CONCRETE CURB @ SIDEWALK
<br />(NOT TO SCALE)
<br />VARIES
<br />AS SHOWN ON PLANS
<br />4" IHICK
<br />TYPICAL CONCRETE SIDEWALK
<br />(NOT TO SCALE)
<br />W.F.C. ENGINEERING, INC.
<br />ENGINEERING
<br />LAND PLANNING & REZONING
<br />SURVEYING
<br />Phone: (813) 908 -3396 Fax: (8131 908 -3396
<br />Phone: (813) 264 -7650 Email: teknicaddfdaol.com
<br />14918 Knotty Pine Place, Tampa, Florida 33625
<br />�1
<br />I
<br />SILTATION CURTAIN
<br />............
<br />...........
<br />...........
<br />...........
<br />......•....
<br />Existing
<br />r Grade
<br />4 "thk.x 18 "wide x 4'long
<br />CONCRETE PAD
<br />TOP OF FOOTER VARIES AT E
<br />(MAINTAIN MIN, 12" EARTH COVER)
<br />PAVEMENT DETAIL
<br />(NOT TO SCALE)
<br />O 1 1/2" thick, Type S -I, Asphalt
<br />O 8" Limerock Bose
<br />O 8" Subgrade Mixed With ''ASPHALT /BASE"
<br />From Demo Operation
<br />GENERAL NOTES:
<br />a) Certificates of compliance of materials with Specifications shall be
<br />submittted by Contractor to Engineer.
<br />b) Saw cut existing asphalt for smooth transitions of new tie -ins.
<br />D
<br />3/4 1. D.
<br />1
<br />........'D'.'
<br />r
<br />6"
<br />U V
<br />A •'
<br />V..'.'.'.'.'..'
<br />1
<br />D
<br />6" SHELF MIN.
<br />MIN.
<br />•'•'.'.'.'.'.'....',
<br />D.'..'
<br />D
<br />6 "
<br />•:.�
<br />.. A
<br />6" MIN.
<br />TYP.
<br />MINIMUM 6" OF COMPACTED LIMESTONE
<br />TAPPING SLEEVE
<br />II I II
<br />ALL TAPPING SLEEVES SHALL BE WRAPPED AND SEALED IN AN
<br />APPROVED MANNER WITH POLYETHYLENE ENCASEMENT MATERIAL,
<br />TAPPING SLEEVE & VALVE
<br />(NOT TO SCALE)
<br />� GD.
<br />EXISTING GRADE
<br />Hoy bales to be stoked in a continuous
<br />manner and stoked into ground with
<br />2 "x2" wood stakes as required to maintain
<br />proper ollignment.
<br />SEDIMENT BARRIER DETAIL
<br />(NOT TO SCALE)
<br />Contractor is to provide erosion control /sedimentation
<br />barrier (hay bales or siltation curtain) to prevent
<br />siltation of adjacent property, streets, storm sewers
<br />and waterways. In addotion, contractor shall place
<br />straw, mulch or other suitable material on ground in
<br />areas where construction related traffic is to enter
<br />and exit site. If, in the opinion of the Engineer and /or
<br />local authorities, excessive quantities of earth ore trons-
<br />ported off -site either by natural drainage or by vehicular
<br />traffic, the contractor is to remove and clean said earth
<br />to the satisfaction of the Engineer and /or local authorities.
<br />NOTE;
<br />FOOTINGS TO BEAR ON UNDISTURBED SOIL
<br />DEVOID OF ORGANIC MATERIAL,
<br />RETAINING WALL SHALL BE FULLY GROUTED
<br />162' x 28'
<br />z (SEED & MULCH) SOD
<br />J
<br />DO
<br />FF =108, 50
<br />w
<br />Z
<br />� J
<br />I—
<br />w
<br />0_
<br />0
<br />0- Existing
<br />_ _ / I'-- Grade
<br />DHW1o0 = 10 7,77
<br />/_ 3J POND BOT = 104,0
<br />FOOTING = 103.0
<br />SHWT = 101,0 y
<br />T
<br />POND SECTION A- A
<br />WITH 3,000 PSI GROUT, FROM SHEET #1
<br />2f-4
<br />2 11 811 11" 2 11
<br />"
<br />t I
<br />�O �O
<br />o : _ ir o v
<br />O �O
<br />2'- 4"
<br />-�— � 12
<br />TYPE C
<br />Approx. Weight 235 Lbs.
<br />'31- 4"
<br />21 1r 2 � rr
<br />_ 2 1- 0 11 4
<br />N N
<br />8 11 1 811
<br />co
<br />PLAN
<br />Si r,
<br />5 4 lr
<br />1 2
<br />-
<br />I
<br />Grate o - 1 _
<br />o _ 2" Cl. 1 Eye Bolt
<br />V
<br />N
<br />-
<br />4 4 Bars 9
<br />12" Ctrs.
<br />SECTION
<br />Recommended Maximum Pipe Size:
<br />2'-0" Wall -l8" Pipe
<br />3'-1" Wall-24" Pipe
<br />F.D.O.T. TYPE 'C' INLET
<br />(NOT TO SCALE)
<br />(NOT TO SCALE)
<br />OPERATION AND MAINTENENCE SCHEDULE
<br />The project owner or his assigns shall be responsible for the operation and maintenance of
<br />the stormwater facilities.
<br />The operation and maintenance shall include at least semi - annual inspections of said
<br />stormwater facilities to make sure system is free from excess silt, sediment and grass
<br />clippings, This may require periodic cutting and removal of vegetation and removal of
<br />accumulated sediments, gross clippings, and debris from the retention pond bottom,
<br />3 1- 4 11
<br />2J
<br />P 5 / 5
<br />API O °o
<br />o �
<br />31- 4"
<br />T +i /N I N
<br />1 F- � - � F 2„ F-� 2
<br />TYPE E
<br />Approx. Weight 465 Lbs.
<br />C
<br />L(
<br />PLAN
<br />0
<br />C
<br />0
<br />n
<br />Y
<br />I
<br />z
<br />41-4)1 It
<br />5 41r - 3' O 5 4
<br />LL Z'JI
<br />�I
<br />r Grate -�
<br />2" Cl. Eye Bolts
<br />N
<br /># 4 Bars
<br />SECTION ° 12" Ctrs.
<br />Recommended Maximum Pipe Size:
<br />3' -0" Wall -24" Pipe
<br />4'-6" Wall-42" Pipe
<br />F.D.O.T. TYPE 'E' INLET
<br />(NOT TO SCALE)
<br />0' TO 2
<br />R.
<br />4' BRASSI PLUG —�
<br />CONC, PAD
<br />4' THK, X V -6'SQ,
<br />W /6'x6' W,W.F,
<br />STOPPER AS
<br />RECOMMENDED BY
<br />THE PIPE
<br />MANUFACTURER
<br />CLE AN- OUT DETAIL
<br />(NOT TO SCALE)
<br />6� 2"R.
<br />0
<br />o Asphalt Pavement
<br />ao
<br />HEADER CURB DETAIL
<br />(ICU 1 1 (JUAI I_)
<br />NOTE: HEADER CURB "REVEAL" SHALL
<br />BE 6" - 4" ABOVE ASPHALT
<br />AS SHOWN ON PLANS.
<br />8" WID x
<br />6 LONG
<br />J3
<br />I
<br />I 'll• •
<br />2 -3/4" DIA, HOLES
<br />PLACED 12" FROM ENDS
<br />CONCRETE WHEEL STOP
<br />(NOT TO SCALE)
<br />VARI
<br />AS SHOWN ON PLANS
<br />1 "R,
<br />SLOPE 1 /4 " /F
<br />PAVEMENT 6" MAX.
<br />8" 4 "THICK
<br />3"
<br />CONCRETE CURB @ SIDEWALK
<br />(NOT TO SCALE)
<br />VARIES
<br />AS SHOWN ON PLANS
<br />4" IHICK
<br />TYPICAL CONCRETE SIDEWALK
<br />(NOT TO SCALE)
<br />W.F.C. ENGINEERING, INC.
<br />ENGINEERING
<br />LAND PLANNING & REZONING
<br />SURVEYING
<br />Phone: (813) 908 -3396 Fax: (8131 908 -3396
<br />Phone: (813) 264 -7650 Email: teknicaddfdaol.com
<br />14918 Knotty Pine Place, Tampa, Florida 33625
<br />�1
<br />I
<br />SILTATION CURTAIN
<br />............
<br />...........
<br />...........
<br />...........
<br />......•....
<br />Existing
<br />r Grade
<br />4 "thk.x 18 "wide x 4'long
<br />CONCRETE PAD
<br />TOP OF FOOTER VARIES AT E
<br />(MAINTAIN MIN, 12" EARTH COVER)
<br />PAVEMENT DETAIL
<br />(NOT TO SCALE)
<br />O 1 1/2" thick, Type S -I, Asphalt
<br />O 8" Limerock Bose
<br />O 8" Subgrade Mixed With ''ASPHALT /BASE"
<br />From Demo Operation
<br />GENERAL NOTES:
<br />a) Certificates of compliance of materials with Specifications shall be
<br />submittted by Contractor to Engineer.
<br />b) Saw cut existing asphalt for smooth transitions of new tie -ins.
<br />
|