SW6120401_Details_20120410

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Fayettev,de, north Carolina 28506
Phone. (9!0) 426-6717
Fax: i9!0) 426-57717
License Dumber, G2554
4p T
'50LUTION,5 C
�GNC,INE'�21!JCI ��iJ2'JE;7N[ �4p� �cON iT21JCiIC��LC(CL,r;'�
UCA II ����/G
��Q:••FEssR•••
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SEA
027 _
COTT
/
-02
111111
REVISIONS
Z
Z-A
270 PROJECT NAME
CUMBERLAND
2" I PARK
260
I UTILITY &STORM
255 PROFILES
250
CLIENT
LORRAINE MOHLER
245
7670 Raeford Road
240 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
235
230
0+00 1+00
GRAPHIC SCALE
40 20 40 80
( IN FEET )
I inch = 40 ft-
�bQ
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
666
DRAWING SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
DATE RELEASED
APRIL 2, 2012
SHEET NUMBER
C-5m
tT
_ -. .. .. .. .5ne i.i ', 1. ■.k .:���it ,tact t.i.a..il ..-t .. .!1.

A
x
260
255
250
245
240
.......................... _ ...............
FOP OF BASIN: 250.65
0+00
INFILTRATION BASN
260
255
250
245
240
A09 Chicago if 1€2 I
f ayette,ALL-, North Carolina 28506 �
Phone: [phone]/
Fax. (gio) 426-57T/7
License Number- C-2554 �
4P,51TE
,50LuTIO 15 1Nc
AGI ONF C12 le A .Or lt'Mk- A 1:P5 A 15011STP2 -T]G11 LAYlT.I- A
REVISIONS
PROJECT NAME
CUMBERLAND
PARK
STORM PROFILE
CLIENT
LORRAINE MOHLER
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
666
DRAWING SCALE
HORIZONTAL: 1"=20'
VERTICAL, 1 "=2'
GRAPHIC SCALE DATE RELEASED
z0 10 20 40 90 APRIL 2, 2012
( IN FEET ) SHEET NUMBER
t inch 20 ft.
C-5m2
t inch = 20 ft. '

i . . I t . t 1 '.I- _ �4 , . i- i11 ;.' 9e iz:y ._ i3 w! .•�l•iLa` + ' A!I2 •i .
1
61
CURB AND GUTTER TO BE POURED
IN 10' SECTIONS WITH EXPANSION
JOINTS EVERY 50'
(90' IF MACHINE PLACED)
_ 1 1 3 8"
R� _ (ENDOF CuFVE)
CV
- - s. _ Q-
�' 3000:, PSI I h
r CON CRET I-..n. -
1 7/8"
(LOW POINT IN CURIE)
24„
NTS
27' BC —BC
13, 5'
4' IL 2.5' 2, 1 1.5'
=,
See Plans 2% 2
STBC OR 6" CABC
�5
to LJ
QP' / Z
5 Le3I
U
COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
2 PAVEMENT SECTION
(y •0+1
l 1 3.5' 2.5 4_'
o ..
1 1.5' 2' z \
0
F9.5� q 2% see Plans ;
GROUP fl
CONCRETE SIDEWALK
NOT (TYP)
1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
ROADWAY TYPICAL SECTION
COMPACTED
C
K
EXPANSION JOINTS SHALL BE
20 FEET +/- O.C.
CONTROL JOINTS EVERY 10 FEET
/-
4,000 PSI CONCRETE SLAB
�6x6 W14xW14 WWM.
i
2 i
s ' � y k 2
r r i E
4" STONE BASE
CONCRETE DRIVE PAVEMENT SECTION
/ 'RADIIJS — JOINT SEALER 1/B"
} - 7-'1 1/8' TO 1/4"-
4. \\ {
1/2'� JOINT FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
4'
6" THICK CONC.
SIDEWALK
�1�t4 Jh�A
4p1�IL CONTROL , OIN,S AT DISTAP.CE EQUAL TO WIDT'i OF
74ALK. PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
R A'i PAX. !0'
"iCRETE CWFRESSNE STRENGTH SHALL BE 3000 PSI.
CONCRETE WALK
T
NTS
NTS
NOT ES.
1, INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2- LOCATE REINFORCED OUTLET AT LOVJ POINTS OF SILT FENCE BARRIER.
STEEL FENCE POST
3. PLACE RIP RAP WITH CARE- DO NOT TEAR SLIT FENCE FABRIC-
WIRE FENCE
HARDWARE CLOTH- -
MAINTENANCE NOTES. FILTER
OF 1" DIAMETER
WASHED STONE
1, REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCEIOUTLET. TAKE CARL TO AVOID
w�
4
UNDERMINING THE FENCE DURING CLEANOUT REMOVE E
#
c
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH
X
SEDIMENT2.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRAPE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
FENCE
ABOVE THE TOP OF
/—SILT
THE WASHED STONE
2
7
7., g 3' FILTER FABRIC
ON GROUND
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
MINIMUM
a EIGHT OF STONE
I,
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
FRONT VIEW I ( CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN, 18' INTO SOLID
GROUND
SILT FENCE OUTLET
INFILTRATION BASIN
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE BASIN,
I SEE PLAN FOR WIDTH
1 f -- GRASS
=:FI SEE PLAN FOR
1 DEPTH
3
COMPACTED —!
SUBGRADE SEE PLAN
9
NTS
J1
3
4" MIN. CLEAN SAND WRAPPED
!N GEOTEXTILE FILTER I'ABRIC
CONSTRUCTION SPECIFICATIONS:
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. EXCAVATE THE BASIN AND SHAPE IT TO NEAT LINES AND
DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT OVERCUT
AROUND THE CHANNEL PERIMETER TO ALLOW FOR
eULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP,
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE BASIN FREELY-
4. ESTABLISH GRASS IN THE BASIN IMMEDIATELY,
MAINTENANCE & CONSTRUCTION:
I. INSPECT Ti ;E BASH FOR EROSION ONCE A IMFEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY R'' AIR ANDIOR REPLACE ANY DAMAGED AREAS,
3. MAINTAIN PROPEi CROSS SECTION UNTIL THE DITCH IS STABLE
4. KEEP THE GRASS iN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. - NTS
INFILTRATION BASIN CROSS SECTION
I!
409 Chicago Drkve - Su to 112
Fayette4Le, North Carolina 28506
Phone [phone]-
Fax [phone]
Licen5e Number: C-2554 f �,
4 11
,501-1-ITION-, INC
�NC,IN?=.ErLiNC, A,t;uvVEYfNC, AGP.S A CON.7TRL'CLION LAYOUT A
� Rai
�•"'FESs' '•,
SEA r
02 _
S00-
a-1
REVISIONS
PROJECT NAME
CUMBERLAND
PARK
SITE &EROSION
CONTROL
DETAILS
CLIENT
LORRAINE MOHLER
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
666
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
APR IL 2, 2012
SHEET NUMBER
C-6mO
2
0
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VARIES
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WHERE 30" TO 35" PIPE IS USED
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NOTES: MORTAR JOINTS 112" t 118" THICK -
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USECLASS"B"CONCRETETHROUGHOUT.
J
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
F.>.
Q Q Q
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EXPANSION JOINTS
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY-
USE #4 BAR DOWELS AT 12" CENTERS.
Z N
f� Z
0 0
8"
E�
4'_g^
PROVIDE ALL CATCH BASINS OVER S-6" IN DEPTH WITH STEPS 12"
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6
12
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OF SECTION 840 OF THE STANDARD SPECIFICATIONS,
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i
II
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FOR 8' 0" IN HEIGHT OR LESS, USE 8" WALL OVFR 8'-D" !N HEIGHT, USE i
12" WALL TO U-0" FROM TOP OF WALL AND 6" WALL FOR THE REMAINING LU
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6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. o- � I i CL a
CONSTRUCT WITH PIPE CROWNS MATCHING. i E I i i i I i ¢ " a ¢ CURB AND GUTTER NTH CATCH BASIN ON STEEP GRADES
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE. r� I a
TOP £LEVATlON
C I I M EXPANSION JOINT -
USE ON FLAT GRADES 2 AND UNDER
WHERE 42' TO 54" PIPE IS USED
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LL
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OF RISER CONSTRUCTION PLAN PLAN
840840.01
BRICK CATCH BASIN NTS
v FRAME. CRATE AND HOOD GENERAL NOTES: Z
M $A','K OF CURB � SEES NO. 640.: 3 USE CLASS "B" CONCRETE THROUGHOUT- 0
PROVIDE ALL CATCH BASINS OVER T-6" IN DEPTH WITH STEPS 12"
Z i_ X �y�-g• ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840 66. � �Q„ a
O -n;u - , TOP ELEVATION I OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT � � _ (,g
12" CENTERS AS DIRECTED BY THE ENGINEER. O 0 O O
Z Y �" j USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB- W o
0 IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX. ADD TO SLAB LLa2 Q Z =
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Z I 0 0 } 1 6':�.{ 6" T USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. � � � Z �
Z 0 -DTI , FOR e-0" IN HEIGHT OR LESS, USE 6" WALLS AND BOTTOM SLAB. OVER LL o
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l B'-0" TO 16'-0" IN HEIGHT, USE B" WALLS AND BOTTOM SLAB. ADJUST O 0
QUANTITIES ACCORDINGLY. Z F;
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TOP ELEVATION SECTION X-X
m ro Jim
----..--.---------. 1-. TOP ELEVATION_
FRAME GRATE AND HOOD
1- �- SEE STD. NO. 540. 03 STEPS - S?D. NO. B40 66 STEPS - STD. NO 840.66
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TOP ELEVATION T
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IhN -RE 42" TO 54" PIPE IS USED I I '- '.� ��1_.•�.
DETAIL SHOWNG METHOD
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
840.02 840.02
CONCRETE CATCH BASIN NTS
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NOTE: USE TYPE "E" "F" AND "G" GRATE I Q 4 I
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3'-0 7/8" � r
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112" 0
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6„ I 2, 0„ 6„ 112" N
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1-� -._.. 1 3/4" -� 112'
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SECTION - YK - 11r16"
2'-11 112" 4 518°
R 5Hi EET 1 OF 2 -
SHEET 1 OF 2
84®.03 HOOD ELEVATION SECTION RR i 8�.03-
FRAME, GRATES, AND HOOD NTS
S 3' D` DEPRESSED GUTTER LINE
EXPANSION JOINT
PLAN OF TOP SLAB SECTION S-S
M ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
;a cn
= TOP ELEVATION NORMAL GUTTER LINE
w 8" E #8 "W' BARS #4 BAR 8" EXPANSION JOINT
j #4 BARS "V' 6" USE ON GRADES OVER 2% -
i � z Ca3 EQUAI-,SPACES � - _ I " I_
II' I 10" h/fAX I 6'-0"
0 -E EXPANSION JOINT \
6 J #4 BARS ,.U" 1' 0" 4 \- c
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ELEVATION
I SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES
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r (MINIMUM D,NIENSIONS AND QUANTITIES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT H, WITH NO RISER)'
._
DIMENSIONS OF BOX AND PIPE
'OP SLAB
DIMENSIONS
I CU. YDS. CCNC. IN BOX --T-
MASOARY
DEDUCTIONS
CNE PIPE
PIPE
SP�N,"DTH
VJ!DTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
,TOTAL
TOP
SLAB
BOTTOM!
SLAB
Tom-
TOTAL I
I CONC. I I
_BRICK
aalr_". usuR
IN w.1
to't�
, ;r-It nlvn
c^vc:zerp
I D
A
B
C
G
H
E
F
ND
LENGTH
N0.
LENGTH
NO
LEL
L85.
C.M.
R.C.
i 2"
T-0"
2'-2"
- -
- -
2'-9"
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
0.261
0,281 1
0,883
1.164
0.020
0-042
_
0.281
0.281
0.963
1.244
0.031
0.047
-
z' 2"
0.281
i 0,281
1 043
1.324
0.044
0.065
24"
3'-0"
2' 2"
X-9"
t, 0.281
0.281
i 204
1.465
I 0.078
0.121
30"
3'-G"
2'-2"
VA"
4'-3"
T-2"
4'-4"
4
11-6"
3
4'-V
i 3
4'-i"
45
0.147
0.374
0521
1-56
2.217
0-122
0184
36"
T-0"
2'-2"
3'-10"
4'-9"
1'-8"
4'-4"
4
2'-0"
4
4--1"
3
4'-1'
49
0.187
0.415
0.602
1 .914
2 516
6.177
0.261
42"
48"
' 3'-6"�-
3' -6"
2'-2"-
1 2'-2'.
-2"
4'-5"
5.4.
5'-3"
5'-9"
1'-5"
T-0"
3'-6"
X-V
4
4
1'-9"
2'-6"
3
4
3'-3"
3'-3"
3
; 3
3'-3"
T-3"
38
41
47
I 0-f35
0.173 0.41-
I 11.211
j 0.373
0-448
0.508
0.583 I
€ 0.659
2.1`2
_2.a15
2.P06
2.660
2.998
3.4fi5
0.240
0.313
0.396
0.37i
0.477
0.595 I
S�
' RISER HAS -32' CUBIC YARDS OF bRICK'MSONRY PER FOOT HEIGHT
BRICK CATCH BASIN
6"
1/2" 1 112"
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PLAN OF TOP SLAB SECTION S-S
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PLAN
CURB AND GUTTER W.TH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELF EXPANSION JOINT 6„
GRADES 2 % AND UNDER ff -
l DEPRESSED GUTTER LINE
EXPANSION JOINT 3 0 co Q
ELEVATION
NORMAL CURB A.N'� GUTTER. DN i !GHT U'RAv _S
NORMAL GUTTER LINE
EXPANSION JOINT %
S TOP /' T
USE ON GRADES OVER 2% ELEV. _ 4
- DEPRESSED GUTTER LINE
I L 10„ I 6'-_,
EXPANSION JOINT MAX �- `-------�
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GP,A[!ES
MINIMUM DIMENSIONS
DIMENSIONS OF BOX AND PIPE
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AND QUANTITIES
TOP SLAB
FOR BRICK CATCH BASIN (BASED ON MIN HEIGHT. H, WITH NO
RISER)'
CU. YDS CONIC. iN BOk. DEDUC- �N�~
PPE -SPAN 'J'JIDTFf WIDTH SPAN MlN, HEIGHT
DIMENSIONS
BARS-U BARS-V BARS-W TOTAL
TOP 9GTi0f4l °T or ONE _ "`
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NO. LENGTH NO. LENGTH NO LENGTH L85.
SLF.B I SLAB r,e it C.'V�I.C.
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12" 3'-0" Y-2" -- -- 2'-9"
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-- 0.28i 0,772 j C015 _028
2 3 0
0-281 I 0-629 r 023 �:�3£ }
18'
3 0.'
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2' 2"
T-3"
0.281
10
0.887 0 033 - 049
F
i 24"
1 -0"
2 -2'
3' 9"
0.281
1-001
3C"
I?,-I��_
3-0'.-
2�2"
SA"
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4'-3"
1' 2`
4'-0"
4
1'-5"
2
3' 9"
3
3' 9"
j 3
23
0374
1.433 4092
2-2
13'-10"
----r
4'-9
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4'-0`
4
1•-11"
3
3'_9"
3
I 3'-W
43
0-161
0415
1.714 0123 378
4.2..
3' 0"
2-2
4 5"
5'-3"
1'-5'
3' .'."
4
1' 8"
2
2'-11"
3
2' 1 V
32
0.112
0.373
1.738 0 16C '-a4- 3
48"
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5'-9"
2'-7
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A
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2'-11"
3
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35
I 9,145
0.410
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2.052 O.cir .:317 I
5._7"
6,_3"
2,_7„
3,-2"
_2'1"
-
41
O.i80
r
I 0.446
_
2.3G7 0.257 =.4Gi
SHEET 2 OF 2
840.02
' RISER HAS
.321 CUBIC YARDS OF BRECK',ft
CONCRETE
CATCH
BASIN
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FRAME, GRATES, AND HOOD
840.03
NTS
11111
409 Cl I�rIT T �u ll2 $060171
Fayette�iU e. Nvrl h Carolina 28306
flax (9io) 426--5777
j
License Number. C-2354 �
4P 51TL
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�EN.rINE�zING 1u2VEYrJG AGoS ArpN�TIZ_.IC11oN
REVISIONS
AN�LCARd 4///
SEA
027
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02-1
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PROJECT NAME
CUMBERLAND
PARK
STORM DETAILS
CLIENT
LORRAINE MOHLER
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
666
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
APRIL 2, 2012
SHEET NUMBER
C-654
FRAME, GRATES, AND HOOD
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