20021519 Ver 1_Site Plan_20020918

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COOLING TOWER PIPES
(SEE HVAC PLANS)
0_1
TC
No
E
Co
I TRANSFORMER
WATER, GAS, AND ELECTRIC CONDUITS
W FROM BUILDING TO COOLING TOWER
GENERATOR (SEE PLUMBING AND HVAC
PLANS FOR SIZES AND LOCATIONS)
Co
FH
�18"x6" REDUCER
8"x8"x8" TEE
ELECTRIC, TELEPHONE
AND CABLE CONDUITS
GAS SERVICE BY
UTILITY
UTILITY PLAN ENLARGEMENT SCALE:1 "=20'
f
R
GROOVE JOINT IN SIDEWALK.
JOINT SEALER
1/8- RADIUklinik, T FILLER
TRANSVERSE EXPANSION
JOINT IN SIDEWALK.
CONCRETE SIDEWALK DETAIL
N.T.S. (CMLDS #10.22) 10
90
«�
1 r •4
- .- - - - -��e
Pull
AGGREGATE BASE COURSE 1'-6" 1'-6w
�i
14 THICKENED EDGE DETAIL
gp N.T.S.
SCREEN AND RETAINING RETAINING WALL
WALLS (SEE ARCH. DWGS) (SEE ARCH. DWGS)
. a �� n ��..�.� �r •tpf jar !�! !�!
HANDICAPr�
RAMP
TRANSFORMER fi
HEAVY DUTY PAVEMENT PAD
4 CONC.
WALK
C901 HANDICAP . 4 RETAINING WALL
RAMP (SEE ARCH. DINGS)
VERTICAL
CURB,
CMLDS 10.1
11 �.
CONTROL 90 °
JOINTS (TYP.) THICKENED
EDGE
a •'�=`�.�; �,fw :h�.:<Y� CONC. WALK
SCREEN WALL v''j,.,as •
HANDICAP
a. RAMP
#. }.. ~ f �•:t :+:t, .;� . # CURB AND
t i hj .f • . f,. GUTTER
HANDICAP RAMPS
RET. WALL,
3H. DWGS)
SITE PLAN ENLARGEMENT
Y 12" C TO C
Q ¢ MAX. SPACING
o w
L�__ ��4 11
Y �I
J
a
1 1/2"R
SCALE:1 "=20'
PLAN VIEW a SECTION Y—Y
GROOVED END ON OUTLET END 3'
,
TONGUE END ON INLET END 4:1" 4 S(0F�<< CONCRETE END SECTION
D AF
J C B= -C PIPE
3 CULVERT
COMPUTED LENGTH OF CULVERT _ I
b a PAY LENGTH OF CULVERT—�►
9
END SECTION
J o LENGTH (D)
3 N SLOPE DETAIL
A
GROOVE (OR TONGUE) TO
BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76
LONGITUDINAL SECTION
12"C. TO C.
BOLTS
MAX. SPACING
AB
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
(SEE SHEET
D
ME -1)
HOOK
R-1
R-2
SKIRT
12
2
530
4
24
48 7/8
�
24
x
O
I
9
3 1/2
15
2 1/4
740
6
27
CLASS "A" CONCRETE .,
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL
73
E + 2T
12 1/2
SECTION A—A
3 1/2
DIA.
WALL
WT. SEC.
AB
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
C
D
SHALL BE MOUNTED AT 7 FEET FROM GRADE
E
R-1
R-2
SKIRT
12
2
530
4
24
48 7/8
72 7/8
24
10 1/16
9
3 1/2
15
2 1/4
740
6
27
46
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL
73
30
12 1/2
11
3 1/2
8
2 1/2
990
9
27
73
12"X6
36
15 1/2
12
4
21
2 3/4
1280
9
35
8
73
PENALTY
42
16 1/8
13
4
24
3
1520
9 1/2
43 1 2
73 1/2
48
16 11/16
14
4 1/2
27
3 1 4
1930
10 1 2
48
5 1
2
73 1
2
54
17 3 4
14 1 2
4 1/2
30
2190
12
54
9 3/4
in
73 3/4
60
18 5/16
15
5
33
3 3/4
3150
13 1/2
58 1 2
39 1/4
97 3/4
66
23 344
17 1/2
5 1/2
36
4
4100
15
63
4 3
4
97 3
4
72
24 1/16
20
5 1/2
42
4 1/2
5380
21
63
5
98
78
27 1/4
22
5 1/2
48
5
6550
2472
6
98
84
28 1/8
22
5 3/4
54
5 1/2
8040
27
65
5
100
90
32 7/8
24
6 1/4
60
6
8750
30
60
9
99
96
36 3/4
24
6 3/4
66
6 1/2
10630
24
78
21
99
102
35 11/16
24
7 1/4
72
7
12520
34
78
21
99
108
38 5 8
24
7 3/4
78
7 1/2
14430
24
78
21
99
114
41 15/16
24
8 1/2
84
8
16350
24
78
21
99
120
-4-4-1-371-6
24
9
'" 1 VLLRA19bC 1 S
NOTES:
CONCRETE IN THESE SECTION SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION
APPROXIMATELY 10'-0 IN LENGTH.
VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL
DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS
FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
PRECAST CONCRETE END SECTION
NO SCALE
NOTES:
O
0
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
�. ••
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SHALL BE MOUNTED AT 7 FEET FROM GRADE
-
026781 A _
.
2
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
RESERVED
MOUNTING HEIGHT CAN BE REDUCED TO
PARKING
5 FEET IF PLACED IN AN AREA BETWEEN
Date December 10, 2003
MUTCD
SIDEWALK AND BUILDING FACE IN WHICH
" 8
12"x18"
12
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH
CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
VAN
R7-159ACCESSIBLE
12"X6
R7 -8p
MAXIMIUM
j 2"X9
PENALTY
-- SIDEWALK--
$ 100
10 of
O
po///
p
in
Q w
U
oC
p
RESERVED
Z
PARKING
MU
V)
R7 - 8D
8' 8' 8' 8' 5' I 9'
VAN I I
ACCESSIBLE
SPACE
PARKING SPACE PAVEMENT MARKINGS
ACCESSIBLE PARKING DETAIL
N.T.S. (CMLDS #50.1 CIA)
1' MIN.
(10' MIN.)
W
T1 I RIP RAPT
I
NOTE: MINIMUM H=2/3
PIPE DIAMETER
SECTION B—B
RIP -RAP APRON DETAIL
N.T.S. (CMLDS #20.23)
12"x18"
MAXIMIUM 12"x9"
2 9"
PENALTY 12 X9
$ 100
NATURAL GRADE
4#5 WASHED STONE
LAYER OF FILTER FABRIC
GENERAL NOTES:.
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2 -
EXPANSION
/2"EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI.
IN 28 DAYS.
NSION JOINT (SEAL TO MAKE WATERTIGHT)
OPOSED 4" CONCRETE SIDEWALK
EXPANSION JOINTS IN CONCRETE SIDEWALK
N.T.S.
Ll
SECTION A—A
1
i
1
I
A
SEC11ON B—B B
PLAN
FRAME, GRATE, & HOOD ASSEMBLY
FRAME, GRATE AND HOOD FOR
USE ON STANDARD CATCH BASIN
N.T.S. (CMLDS #20.02A)
1.5" ASPHALT CONCRETE (SUPERPAVE S9.513, 168 LBS/SY)
2.5" ASPHALT CONCRETE (SUPERPAVE I19.OB, 285 LBS/SY)
10" COMPACTED AGGREGATE BASE COURSE
BEVELED EDGE TO BE CONSTRUCTED WHERE
ASPHALT PAVEMENT ADJOINS EARTH,
GRAVEL, OR OTHER NON -PAVED AREAS
COMPACTED SUBGRADE
HEAVY DUTY BITUMINOUS PAVING DETAIL
N.T.S.
2.5" ASPHALT CONCRETE (SUPERPAVE S9.58, 280 LBS/SY)
►CK COAT
6" COMPACTED AGGREGATE BASE COURSE
BEVELED EDGE TO BE CONSTRUCTED WHERE
ASPHALT PAVEMENT ADJOINS EARTH,
GRAVEL, OR OTHER NON -PAVED AREAS
�- COMPACTED SUBGRADE
STANDARD DUTY BITUMINOUS PAVING DETAIL
N.T.S.
1/2- RADIUS
1'-O"
1/8" RADIUS
3" RADIUS
e n c
MC -4 N d e d e
e a d R
e d \
1' -6"
STANDARD 11-6p
CURB AND GUTTER DETAIL
N.T.S. (CMLDS #10.17A)
6" 3600 PSI CONCRETE
6x6 -W1.7 X 1.7 WELDED
WIRE FABRIC
Fwt.:,
6" AGG. BASE COURSE
COMPACTED SUBGRADE
HEAVY DUTY CONCRETE PAVEMENT DETAIL
N.T.S.
LC : •, .111._1 . 7i ti=.•iZ
500 North Tryon Street
Charlotte, NC 28202
704.334.6436 Tel
704.342.9639 Fax
Civil Engineer:
1 Woolpert LLP
C90 8731 Red Oak Blvd.
Charlotte, NC 28217
704-525-0932
Structural Engineer:
KbVAUM A98odd s
1309 Amble Drive
Charlotte, NC 28206
704-597-1340
Mechanical/Electrical Engineer:
Tabot & Anodatfs Bvkww
916 West 5th Street
Charlotte, NC 28202
704-333-3312
Food Service Consultant:
le bb DoDGWWCir&cup
Charlotte, NC 28212
704-531-7362
0
�. ••
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-
026781 A _
.
2
o0000000000000�
DrownAMN
Chec d JMM
Date December 10, 2003
Revisions
A
SEC11ON B—B B
PLAN
FRAME, GRATE, & HOOD ASSEMBLY
FRAME, GRATE AND HOOD FOR
USE ON STANDARD CATCH BASIN
N.T.S. (CMLDS #20.02A)
1.5" ASPHALT CONCRETE (SUPERPAVE S9.513, 168 LBS/SY)
2.5" ASPHALT CONCRETE (SUPERPAVE I19.OB, 285 LBS/SY)
10" COMPACTED AGGREGATE BASE COURSE
BEVELED EDGE TO BE CONSTRUCTED WHERE
ASPHALT PAVEMENT ADJOINS EARTH,
GRAVEL, OR OTHER NON -PAVED AREAS
COMPACTED SUBGRADE
HEAVY DUTY BITUMINOUS PAVING DETAIL
N.T.S.
2.5" ASPHALT CONCRETE (SUPERPAVE S9.58, 280 LBS/SY)
►CK COAT
6" COMPACTED AGGREGATE BASE COURSE
BEVELED EDGE TO BE CONSTRUCTED WHERE
ASPHALT PAVEMENT ADJOINS EARTH,
GRAVEL, OR OTHER NON -PAVED AREAS
�- COMPACTED SUBGRADE
STANDARD DUTY BITUMINOUS PAVING DETAIL
N.T.S.
1/2- RADIUS
1'-O"
1/8" RADIUS
3" RADIUS
e n c
MC -4 N d e d e
e a d R
e d \
1' -6"
STANDARD 11-6p
CURB AND GUTTER DETAIL
N.T.S. (CMLDS #10.17A)
6" 3600 PSI CONCRETE
6x6 -W1.7 X 1.7 WELDED
WIRE FABRIC
Fwt.:,
6" AGG. BASE COURSE
COMPACTED SUBGRADE
HEAVY DUTY CONCRETE PAVEMENT DETAIL
N.T.S.
LC : •, .111._1 . 7i ti=.•iZ
500 North Tryon Street
Charlotte, NC 28202
704.334.6436 Tel
704.342.9639 Fax
Civil Engineer:
1 Woolpert LLP
C90 8731 Red Oak Blvd.
Charlotte, NC 28217
704-525-0932
Structural Engineer:
KbVAUM A98odd s
1309 Amble Drive
Charlotte, NC 28206
704-597-1340
Mechanical/Electrical Engineer:
Tabot & Anodatfs Bvkww
916 West 5th Street
Charlotte, NC 28202
704-333-3312
Food Service Consultant:
le bb DoDGWWCir&cup
Charlotte, NC 28212
704-531-7362
Copyright 2003. All rights reserved. Printed or
electronic drawings and documentation may not be
reproduced in any form without written permission
from Gantt Huberman Architects.
Friendship Missionary
Baptist Church
Charlotte, North Carolina
Project Number 533
Title
Site Details
Sheet of 15
5
90 Plate
0
�. ••
' AL
-
026781 A _
.
2
f• I!/
DrownAMN
Chec d JMM
Date December 10, 2003
Revisions
Copyright 2003. All rights reserved. Printed or
electronic drawings and documentation may not be
reproduced in any form without written permission
from Gantt Huberman Architects.
Friendship Missionary
Baptist Church
Charlotte, North Carolina
Project Number 533
Title
Site Details
Sheet of 15
5
90 Plate

Gantt Huberman Architects
3'-0" MIN. CONTINUOUS TRUNCATED DOMES COLORED PER CMLDS 10.358 500 North Tryon Street X BACK OF WA K Charlotte, NC 28202 PASSAGE L
i 704.334.6436 Tel
6" CONCRETE CURB OR BUILDING EDGE CONCRETE CROSSWALK s 704.342.9639 Fax m Y
4X8 HOLLAND STONE (80MM - 2-3/8"TYP) s ACCESSIBLE WITH 4'x4' SCORING csoo SIDEWALK m C C m Q
CONC PAVERS (UNILOCK OR EQ) 3 ROOVE csoo RAMP JOINT
1/8" 1 °R EXP. JOINT `0 A XP. JOINT 3.5'R A-~ A
1/4 THE DEPTH ~ a ' ~ JOINTING SAND 1-1 2"BEDDING SAND ( ) /
OF THE SLAB ~ SOIL/PLANT MIX ~ , I
AS SPECIFlED PLASTIC EDGE RESTRAINT „ , dd e n ~ ~•e ~ GALVANIZED SPIKE (10 ) X ~ I
, ~ ~ , d ° i
a TOOLED CONTROL JOINT PER FG SPEC. a d, i , d ° d ° 3'-0" 4'-0" 3'-0" FACE OF CURB
'd e p . ~ 18.0' I
¦ i ~ '.tl 1/2 EXPANSION BROOM FINSH d~ PLAN VIEW-PARALLEL RAMP CONCRETE
JOINT (W/ SEALANT) LIGHTED BOLLARD F/C TO F/C W{~
®20' OC. MAX. (SEE ELECTRICAL VARIES - 6 MIN. (SEE LAYOUT PLAN FOR WIDTH)
COMPACTED SUBGRADE " 4 AGGREGATE BASE DWGS.) 3'-D" MIN. 3'-0" MIN.
95R STANDARD PROCTOR ! (TYP. WEST PLAZA) EQUAL EQUAL
M " ~ d " 1'-4" GROOVE JOINT Civil Engineer:
4 TYP., 6 FOR .a d d: 8 AGGREGATE BASE WEST PLAZA d ~ ~ 'd I WEST PLAZA ONLY ( ) 1" SLOPE 1 4" PER FOOT B.0' 6.0' 3.0' WodPert ~ /
SLOPE 1 4' PER FOOT 8731 Red Oak Blvd. 12 Charlotte, NC 28217
CONCRETE PAVERS AT CURB BUILDING COMPACTED SUBGRADE 3" 1 ~ d ° ~ 704-525-0932 \R ° a PARKING
- (MIN 95X STD PAVEMENT _ PAVEMENT a ° Structural Engineer:
r PROCTOR) I a STALLS c i IOrp/Qulm M~od~ee
3600 PSI CONCRETE WALK ~ 1309 Amble Drive Charlotte, NC 28206
N d iv 0° I 704-597-1340
j PAVERS FLUSH WITH BED GRADE Mechanical/Electrical Engineer:
4X8 HOLLAND STONE (SOMM - 2-3/8`fl'P) SLOPE °A" 12:1 ~ T~bot ~ ~
CONC PAVERS UNILOCK OR EQ ( ) " " " , 916 West 5th Street 8" 8"
SECTION X-X SLOPE B 1/4 /FT Charlotte, NC 28202 " " " 704-333-3312
JOINTING SAND • 1-1/2 BEDDING SAND TW01 " SLOPE C 5/8 /FT TWO 1 2 THICK PIECES Faod Service Consultant:
BITUM BITUM NOUS FIBER REQUIRED Heibb~ ~uP
i PLASTIC EDGE RESTRAINT IF SUI CONCRETE SIDEWALK - MIX- 2I SOIL PLANT GALVANIZED SPIKE 10 IF SUB-BASE IS CONCRETE 7525 Dorn Circle
III / I_Iil ( ~ 1I=_AS SPECIFlED PER FG SPEC. Charlotte, NC 28212
csoo NTS I ~ ACS -III VIII-III (TYP. BOTH sIDES) 5 ACCESSIBLE RAMP ISLAND LAYOUT 704-531-7362 5 1
-III-11 csoo NTS s .,IhIIL. aoo NTS csoo 1 " = 10'
.Y '7 P' "A . 3t~i~yt `ec 'N ,rag
C`' a ~ ~ ~ a~
k a, td 1 a a«~
1 8" " i / 4 AGGREGATE BASE ~ ~Ltl ® #47~ r v ~ ~
" (TYP. WEST PLAZA) 1/4 THE DEPTH 1 A ,a r ~ .b' ~ n a
OF THE SLAB 8" AGGREGATE BASE r ~ e
. ° . ~ .d ~ e ~ ~ ~ WEST PLAZA ONLY . d a ° ( ) ~a0 C
° TOOLED CONTROL JOINT I ~ ~ d, { p t ~1
e , . ; (MAY BE SAW CUT) CONCRETE PAVERS FLUSH WITH GRADE COMPACTED SUBGRADE e
. (MIN 95~ STD Q PROCTOR) PROPOSI
PROPOSED GRADE BEYOND WALL 3 000 PSI CONCRETE Drawn wdb
Checked arp N0. 4 REBARS ~ 12 O.C. 12 X 12 CUTOUT
PAVERS FLUSH WffH CONCRETE WALK/PLAZA 12M Date Dec. 10, 2003
STAMPED PATTERN PER PLAN APPLY 4X8 HOLLAND STONE (SOMM - 2-3/8"il'P) EACH wAY INV. 741.0 Revisions
1 2 EXPANSION JOINT CONC PAVERS UNILOCK OR EQ W SEALANT HEAVY DUTY GRADE COLOR HARDENER ( ) / )
®20' OC. MAX. 1 Jan. 20 2004 Addendum No. 1 ~ s""~ ~
„ JOINTING SAND 1-1/2"BEDDING SAND COMPACTED SUBGRADE 6x6 #10 WIRE MESH a, '
95X STANDARD PROCTOR a^"'
PlAST1C EDGE RESTRAINT INV. 742.0 - WATER SURFACE I
4' or 5" ~ ° e ° ~ ~ ° . GALVANIZED SPIKE (10") °d ° . e d. ; ~ tq ° ~ as noted PER FG SPEC. = ELEV. 741.5
" POND BOTTOM . : ~ 12 ~ ORIFICE
- = 1=III-III=III=III= ll111_ ~i- =III=1 =III-III=III=III= i
I _ll I I~ 11-1 I I _I I I-I I I_I NON-MONOLITHIC III-''' III-III-III- - ELEV. 737.0 INV. 737.0
" ~ ~=III=III-1 2 CLR _i i i=iii=i i i_
N
3600 PSI CONCRETE WALK i \ NOTES: ~ r ~ 4 AGGREGATE BASE 4'
nP, WEST pLgZp, 1.THE SITE LAYOUT PLANS SHEETS C200 & C201 DEPICT PAVEMENT PATTERNS FOR \r \ \\r~ ~\r,\ \ \ ~\\j \ \ \ \ ( )
CONCRETE UNIT PAVERS. THE BASE BID FOR THE PROJECT IS TO PROVIDE STAMPED ~ 8 AGGREGATE BASE SECTION
CONCRETE TO REPLICATE THE PAVER PATTERNS. (WEST PLAZA ONLY)
2. STAMPED CONCRETE FOR WEST ENTRANCE PLAZA SHALL BE 5" REINFORCED. ALL CONCRETE PAVERS AT CONCRETE WALK/PLAZA COMPACTED SUBGRADE
OTHER STAMPED CONCRETE SHALL BE 4' REINFORCED TYP. (MIN 95~ STD PROCTOR)
3. CONTRACTOR SHALL HAVE ALL CONTROL AND EXPANSION JOINT LOCATIONS APPROVED WEIR WALL 14
BY THE DESIGNER OR OWNER REPRESENTATNE PRIOR TO LAYOUT AND INSTALLATION. C9oo 1 "=6'
ETE PAVERS DETAIL ONCR STAMPED CONCRETE WALKS BASE BID s 15
o C900 NTS C900 NTS
00
~ ~ 2 HORIZ, 4 F i~ ~ I FIBAR PLAY SURFACE SET IN GROUT 2' (2) HORIZ. ~4 REBAR " 4 z14 CAST 1
SET IN GROUT 2 O.C. STONE. CAP
o OR SAND IN PLAY AREA NOT IN CONTRACT CON11N cv PER (10-12" DEPTH TYP) CONI1N000S PINNED TO WALL ~ )
o I " 8" BOND BEAM 8" BOND BEAM (TYP.)
~ 1/2 EXPANSION JOINT ~ 2:1 SLOPE (TYP) 6" THICK AGGREGATE
a~ WRAPPED IN FlLTER
~ „ 3 TYP. d. , 4 FABRIC. AMOCO 2006 OR APPROVED EQUAL TO 1/8"
-
EXTEND 15" BELOW FFE 1/4 THE DEPTH
12 TYP. a OF THE SLAB PROPOSED
4° CONC. WALK 3600 PSI TYP 1D" MIN. " a ( ) ( ) 1/2 EXPANSION JOINT WHERE 24° 4" CONC. WALK WALK IS ADJACENT TO BUILDING " VARIES BUILDING
:c = I1=1 111= I I~ I 1=1 I : a; ° " OR PUWTER ~4 REBARS 16 C • ~ ~ ° ~ e.. ° 14 REBARS 16" O.C. TO ° ~ ° e °
c =1111 =111=111=I 6 CONC. CURB MATCH TRANS 1" PLANTING SOIL a TOOLED CONTROL JOINT MATCH TRANSVERSE „ MIX ~ °
v =11 11=11 f001ING E I I -I I FI=1 I I f00T1NG REBAR 3 WATERPRODFlNG ~ ~ , a • e ' i
1'-0" - - " ~ 1'-0" 6~-0" ' 11=1 I 1=1 I I_ " 4 PERF. ADS PIPE WRAPPED IN 8" CMU BLOCK MEMBRANE AND " , , ~ , , 1/2 IXPANSION 8 CMU BLOCK WALL ~ , , TACK FlLTER , , , DRAINAGE BLANKET ~ BROOM FlNSH
CONCRETE CURB/WALL 6 6 " ' ' '.FABRIC TO WALL ' ' ; a ^ JOINT (W/ SEALANT) , ~ ~ , ~ ~ , ~ ~ , ,-EI? P„-I. 020' OC. MAX.
m AR H RI 1 " OC COMPACTED 6 -8 WIDE AGGREGATE TRENCH WITH FILTER #3 REB (0 Z 2 ) FABRIC. AMO 0 APPR ~9 GA. HORIZNTAL SUBGRADE C 2006 OR OVED EQUAL ~9 GA. HORIZNTAL STEEL ; AT WEEP HOIE SPECIFICATIONS i
v (LAP FABRIC) REINF. 16" OC. ( ti 1 HIGH WATER ELEV. = 746.0 LAD R S REINF. 16 OC. (3 WIRE , , AND BACKFlLL, . , , TO ONN CT TO 4" COMPACTED SUBGRAOE
~ DE OR TRUS o ADDER OR TRUSS STYLE ' ~ ' ' ~ ' ~ ' ~ C E 95X STANDARD PROCTOR HEIGHT VARIES, : PERF. PIPE
a ~ #3 REBAR (VERY 24 OC) SODDED LAWN TO EDGE OF WATER (TYP.) AT EVERY (TYP.) AT EVERY OTHER , , , , , , , , , , , 6"z6" X10 WIRE MESH JOINT SEE PLAN ~ . , ' ~ , ' ~ , ' ~ , ' ~ . ' ~ .
(A4UATIC PLANTS ®FOREBAY) 1, CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, ~ ; . ~ 4, A 15-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED BRICK F FFEOFBUILDING ~ .a .
~ " . ~ M ACE BRICK FACE MATCH ~ 2' PVC WEEP 6' O.C. CONNECT PERF PIPE TO co (
0 2 CLR qk. BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. BRICK ON BL BRICK ON BUILDING) ~ CORE DRILLED AND SET ~ 15 FOUNDATION DRNNS OR " 15" ' .WITH NON-SHRINK GROUT',' ROOF DRAIN COLLECTORS 2
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. ~ 1 HIGH WATER ELEV. = 741.5 WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES A MINIMUM DEPTH OF 1 1 2" SHALL BE OBTAINED. MIN. '
/ N 1-6 CONC. PAVEF CONC. PAVERS PER ' ' ' ' ~
•0 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. DETAIL ~ DETAIL 9 C900 ~ 14 ~ ; / ~ ' ' • • ` • JUMBO BLOCK SHALL BE USED 1 N~ 3600 PSI
~ 3, JOMTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. o •1 2 ~ . ~ ` ~ : 1 : BELOW GRADE AS A BASE FOR
T1'A 4. CONCRETE COMPRESSNE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. POND BOTTOM " a 1. ALL VOIDS IN 8" CMU CONCRETE WALK MIN. 2 THE DECORATIVE BRICK VENEER.
00 = 737.0 5. TOP 6 OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100X STANDARD PROCTOR ~4 „ BLOCKS BELOW GRADE SHALL ~4 REBARS (TYP.) 2'_6• ~4 REBARS (TYP.) 16 O.C. BE FlLLED WITH CONCRETE.
~ DENSIII'. 6" O.C 6" O.C. CONTINUOUS TO MATCH WALL DOWELS
/ 6. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE NORTH CAROLINA STATE HIGHWAY COMMISSION A ALONG FOOTING 2. CONTRACTOR SHALL SUPPLY
STANDARD SPECIFlCATIONS. LATEST EDITION c ( ) ~ I CONCRETE FOOTING SHOP DRAWINGS TO THE LANDSCAPE ARCHffECT FOR
E APPROVAL OF PRECAST CAP !
~ n CONCRETE WALK A LAKEIPOND CURBIWALL 6 PLAY AREA CURB 8~ SUB DRAIN P 13 NTER WALL DETAIL AND PINNING PRIOR TD CONCRET WALK P E ROSS 3
0 10 7 0 ~ INSTALLATION.
C9oo NTS (ALTERNATE BID) C900 NTS j C900 NTS c 300 NTS C9oo NTS
0 ~ - - - _
' 1 1 2" O.D. STAINLESS STEEL TUBING ON " Copyright 2003. All rights reserved. Printed or " 1 1 2 O.D. STAINLESS STEEL TUBING ON electronic drawin s and documentation ma nat be
12" BOT SIDES OF STAIRS-GROUT ~ ~ ~ NOTES: VOTES: DOMED CAP I 12 BOT SIDES OF STAIRS-GROUT g y NOTE. ! POSTS TO SECURE IN CHEEK WALL reproduced in any form without written permission
o ANDS 18 x18 SQUARE CATCH POSTS TO SECURE IN CHEEK WALL ~ (PROVIDE A POST AT MID POINT 1. INSTALLATION I. INSTALLATION TO BE PROVIDE A POST AT MID POINT from Gantt Huberman Architects.
/ BASIN WITH CAST GRATE SHALL 1, CONTRACTOR TO POUR OF STAIRS IF STARIS EXCEED 4 TREADS. COMPLETED IN N ) ` ~ ( ;OMPLETED IN ACCORDANCE WITH 1. CONTRACTOR TO POUR OF STAIRS IF STARIS EXCEED 4 TREADS. }
BE ACCEPTABLE ALTERNATE. AND FORM CHEEK WALLS (SUBMIT SHOP DRAWINGS ON HANDRAIL ' P GL ~i AND FORM CHEEK WALLS (SUBMTf SHOP DRAWINGS ON HANDRAIL JANUFACTURER S S ECIFlCATIONS. SEPARATELY FROM STAIRS.
1 2 EXP. JT AS NEEDED SEPARATELY FROM STAIRS. MANUFACTURER o / FOR APPROVAL N N FOR APPROVAL) DO NOT SCALE DRAWINGS. ~ ~ (2 SEPARATE POURS) „ •
/ 6"-8" CONC. COLLAR (2 SEPARATE POURS) 2. DO NOT SC.~ r 28 ` ~ 1 2" REBAR I ~ 26 ri n I I ~ n
L " 8 WIDE DEPRESSED 3. CONTRACTOF g 18x18 GRATE BY 12 N r e / N 3. CONTRACTORS NOTE: FOR ~ i „
/ FINISHED GRADE CONC. CHEEK WALL WITH PRODUCT AND PRODUCT AND COMPANY ~ ~ X 1 1/2 I ' N~ ~ ~ " " i r u
= NEENAH or DEWEY BROS. GRATE SOLDIER COURSE CONC. " 12" 1 112" INFORMATION VI rn s MAT. VARIES = 1/2 TYp, INFORMATION VISIT I N I 12 12 1/2 RAD. 1 /2
PAVER ( ) www.CADdetails. 3 ~ I I i . RAD. TYP. ~ ~ I-IT~II+ ~ , www.CADdetails.com info cv RAp, r(p, Charlotte, North Carolina / N ~ °
r L ON NOSING I REFERENCE NU o ~ 8" ~ CONC. PAVERS PER OF STEPS I REFERENCE NUMBER 474-038
a ' " DETAIL 9 C900 ~ ~o I ~ i 8" IXP.
r 1 / " " ~ ~ FLANGE SEAT 1 12 " T 1 ~-4~" ~ CONCRETE ~ JT• 1 • 12"
~n o 3 3 4 1" OF 1:2 ~ " NOTE: FABRICATE I m 2 - 3" a;° rn, OTE: FABRICATED FROM 6" I.D. PUMT. "
x a CEMENT SCHEDULE 40 S - a CHEDULE 40 STEEL PIPE. EMBEDDED ~ e a „
r PLASTER < . , _ STAIRS N ° OVERALL HEIGHT VERALL HEIGHT AS SHOWN. ° 8 WIDE CONC I „ ° CHEEK WALL "
3 ~ ~ ~ SLOPE ~ " -o rn ~ 8 BRICK d ° " 34 " N 1 /2 x 8 / ~ e STAIRS „ 34 1.25 STEEL ROD (GALV.) ° ° SLOPE 0 8 „
N VARIES a a ~ 1/4 / " ' " 21 W/ SLEEVE ~ 1 4 FT.
~ ~ 18 PIPE MAX / , ° . o ~ ~ 6 ° / / ®12 O.C. / } o ` ; LOCKING , 6 °
WI ao co 8 a / " ° ° 'CLEAR TAB ~ . „ „
4 GRAVEL ~ / EXP. 1 /4 /FT „ \ ° _i 1
m o / ~ 4 GRAVEL "
cv r GROUT / / / a 3 ~ (TYP.) ~ " 1/2 REBAR ~d' 'd; ' Project Number 533
Q 3 N C i 16 LONG R / a ELEVATION Title N - ~ \ ~ „ ~ ~
~ O / °a ° " REMOVABLE BOLLARI _ Z L a ° • 1 CREATNE PIP NC. REMOVABLE BOLLARD MANUFACTURED BY: ~ o / 28 ie eels
.n Q c, R 4 s 13 . a, • RANCHO MIRAGE, CAI CREATNE PIPE, arc. 3600 psi CONC. \ ` . RANCHO MIRAGE, CALIFORNIA 92270 1087 „ T ~4 REBARS 0 18 O.C. $ CONC.
j ~ ~ ~ " ' #4 REBARS ®18" O.C. ~ 8 , x v „ 1 -6 ~ • CONC. P.o. Boz 2458' P.o. Boz 2458' 1 -4 ~ ~ \
= 8 WALL THICKNESS 1 BOTH WAYS ~ a ~ ~ 8 . SLAB 1-Boo-s44-e4s~ a s a BOTH WAYS / e. SLAB ~ -Boo-s44-e4s~ o ~ ~ / /
m ~ c " " " PHONE (760) 340• ' v " 1 2 z 8 STEEL ROD / / / 6 _ ~ m 3 - / \ FAZ: (~so) 340 ~ PHONE [phone] ~ aD co e s ~ / / / \i FAZ: (~so) 34a-5663 CONCRETE PVMT.
x` ~ GALV. W SLEEVE Q ~/\/~//\/\/~i } / TOP VIEW ( ) / /,~//.~/i www.croativegpe.cort m FLANGED REMOVABLE Sheet of www.croctwegpe.co COMPACTED SUBGRADE OR TURF -SEE
m ~ SIDE VIEW 12" O.C. SITE PLAN
• • o CONC. PAVERS ~w o ~
v) ~ ~ PER DETAIL Q ~ COURTYARD DRAIN INLET TYP ~ CONCRETE TAIR S S WI BRICK CHEEK WALLS 8 REM TOP VIEW ~ 1 z"x 8° CONCRETE STEPS 8 REMOVABLE & EMBEDDED BOLLARDS 4
cn ~ / 9/C900 STEEL ROD (GALV.)
~ 0900 NTS C9oo NTS ~ ~ ~ Csoo NTS T~ / soo NTS csoo NTS W/ SLEEVE 0 12 O.C.
~g~ Plote

Gantt Haberman Architects
3'-0" MIN. CONTINUOUS TRUNCATED DOMES COLORED PER CMLDS 10.358 500 North Tryon Street
I X BACK OF WALK Charlotte, NC 28202 ~ PASSAGE 704.334.6436 Tel
6" CONCRETE CURB OR BUILDING EDGE CONCRETE CROSSWALK s 704.342.9639 Fax m Y s WI 4'x4' I csao
4X8 HOLLAND STONE (SOMM - 2-3/8`fYP) m ~ ACCESSIBLE TH SCOR NG SIDEWALK C C m Q ROOVE RAMP 3 csoo
CONC PAVERS (UNILOCK OR EQ) JOINT EXP. JOINT
1 8' 1 °R / XP. JOINT~O ' q 3.5 R q-? q f
1 4 THE DEPTH ~ q ' JOINTING SAND 1-1 2'BEDDING SAND / (TYP.) / OF THE SLAB ' • (TYP.)
SOIL/PLANT MIX °
AS SPECIFIED . ; , , ~ PLASTIC EDGE RESTRAINT a ~ .d ~ e' ~ e ° e' ~ , - GALVANIZED SPIKE (10~ X
a e n TOOLED CONTROL JOINT ~ PER FG SPEC. a 3'-0" 4'-0" 3'-0" i
. ° C. ~ a e d ~ . e ~ . , FACE OF CURB I
p ¦ ~ A 18.0' PLAN VIEW-PARALLEL RAMP I CONCRETE
1/2 EXPANSION BROOM FINSH LIGHTED BOLLARD F/C TO F/C Wq~
JOINT (W/ SEALANT) 1 SEE ELECTRICAL (
@20' OC. MAX. VARIES - 6 MIN. (SEE LAYOUT PLAN FOR WIDTH) DWGS.)
COMPACTED SUBGRADE " 4 AGGREGATE BASE 3'-0" MIN. 3'-0" MIN.
95X STANDARD PROCTOR TYP. WEST PLAZA ( ) EQUAL EQUAL ~
• . ° B' AGGREGATE BASE 4 TYP., 6 FOR •a ° ° a 1'-4" GROOVE JOINT Civil Engineer:
WEST PLAZA ° ~ < ~ (WEST PLAZA ONLY) i " 1 4" PER FOOT i 8.0' 6.0' 3.0' Woolpert LLP 1 SLOPE / 8731 Red Oak Blvd.
SLOPE 1 4' PER FOOT ~ 12 Charlotte, NC 28217 ,3" 1 ~ d ° ~ 704-525-0932
CONCRETE PAVERS AT CURB/BUILDING COMPACTED SUBGRADE - _ - (MIN 95X STD i PAVEMENT \R ° a PARKING PAVEMENT a ~ Structural Engineer.
~ PROCTOR) ~ I STALLS I a a i Kkp/Oulm Auocitae
1309 Amble Drive
3600 PSI CONCRETE WALK ' i a Charlotte, NC 28206
N PAVERS FLUSH WITH BED GRADE ~ 704-597-1340 N ~ i I
Mechanical Electrical En ineer: ~ 9
4X8 HOLLAND STONE (80MM - 2-3/8"1YP) CONC PAVERS (UNILOCK OR EQ) SLOPE "A" 12:1 Tvbot a ANOd~b~ E~gk~r 8" g" 916 West 5th Street
SECTION X-X SLOPE "B' 1/4"/FT ' Charlotte, NC 28202
JOINTING SAND 1-1/2'BEDDING SAND " , " 704-333-3312 " SLOPE C 5/8 /FT
TWO 1 TWO 1 2 THICK PIECES Food Service Consultant:
~ BITUMI - PLASTIC EDGE RESTRAINT ! IF SUf BITUM NOUS FIBER REQUIRED p~ ~uP If SUB-BASE IS CONCRETE
CONCRETE SIDEWALK .-SOIL PLANT MIX. GALVANIZED SPIKE iD z ITI / I_III ~ 7525 Dorn Circle Charlotte, NC 28212
' ,17 AS SPECIFlED PER FG SPEC. C9oo NTS I = - ACS ISLAND LAYOUT 704-531-7362 ACCESSIBLE RAMP
-1 I I~ I I-III (TYP. BOTH SIDES) 5 -i ~ .I ~ I=1 I C9oo NTS i00 NTS C900 1 " = 10' i `~a~~~;
a 11-111... y~, h~i~ly~, :,r
~t ~ NDSC F. .r
~ M F k
1 8" / 4'r ~iJ " #'~74 ~ i I
4 AGGREGATE BASE o ~ i r .~+i
.WEST PLAZA 1 4 THE DEPTH ~ ) ~ ~ e °a
OF THE SLAB 6" AGGREGATE SASE u . . ~ 0~ ,,rfi . `I
.a ' ~ ~ , , I (WEST PLAZA ONLY) • ' . ;a a ~ 1°
TOOLED CONTROL JOINT ~ MAY BE SAW CUT COMPACTED SUBGRADE
. ~ ~ ~ ~ : ~ ( ~ CONC ETE PAVERS FLUSH WITH GRADE (MIN 95X STD p I
PROCTOR) PR~POSf PROPOSED GRADE BEYOND WALL 3 000 PSI CONCRETE Drawn wdb
» » Checked arp
PAVERS FLUSH WITH CONCRETE WALK/PLAZA NO. 4 REBARS ~ 12 O.C. 12 X 12 CUTOUT
i 12" Dote Dec. 10, 2003 EACH WAY INV. 741.0
STAMPED PATTERN PER PLAN APPLY 4X8 HOLLAND STONE (ROHM - 2-3/8"fl'P) 1 2 EXPANSION JOINT CONC PAVERS UNILOCK OR E Revisions
W SEALANT HEAVY DUTY GRADE COLOR HARDENER ( Q) )
®20 OC. MAX. N p JOINTING SAND 1-1/2"BEDDING SAND ~ 1 Jan. 20, 2004 Addendum No. 1
COMPACTED SUBGRADE 6x6 #10 WIRE MESH a
95~ STANDARD PROCTOR PLASTIC EDGE RESTRANT INV. 742.0
" . ° - : ~ a , GALVANIZED SPIKE (10') 4 or 5 ad . d V . . . LO h ~ . WATER SURFACE r
PER FG SPEC. as noted ~ _ _ _ _ _ _ - - - - ELEV. 741.5
- I - _ -1 I-111=1 I I~ 11= lll 1_____ " POND BOTTOM ; . 12 ~ ORIFICE
f; ~ ILI; III=III=III=III=III= _ - 'I ;,III- '1=111_,,III~II=III=1 ELEV. 737.0 INV. 737.0
NON MONOLITHIC III. X11=III=111_ -
2" CLR ~ I1=1 I 1=1 N
3600 PSI CONCRETE WALK \
NOTES: ~ 4 AGGREGATEBASE 4'
TYP. WEST PLAZA 1.THE SITE LAYOUT PLANS SHEETS C200 & C201 DEPICT PAVEMENT PATTERNS FOR \r \ \\r~ ~\r,\ \ \ ~ \\i \ \ \ \ \ ( )
~ 8 AGGREGATE BASE CONCRETE UNIT PAVERS. THE BASE BID FOR THE PROJECT IS TO PROVIDE STAMPED SECTION
CONCRETE TO 'REPLICATE THE PAVER PATTERNS. (WEST PLAZA ONLY)
2. STAMPED CONCRETE FOR WEST ENTRANCE PLAZA SHALL BE 5' REINFORCED. ALL CONCRETE PAVERS AT CONCRETE WALK/PLAZA COMPACTED SUBGRADE
OTHER STAMPED CONCRETE SHALL BE 4' REINFORCED TYP. (MIN 95X STD
PROCTOR)
3. CONTRACTOR SHALL HAVE ALL CONTROL AND EXPANSION JOINT LOCATIONS APPROVED WEIR WALL 14
BY THE DESIGNER OR OWNER REPRESENTATNE PRIOR TO LAYOUT AND INSTALLATION. C9D0 1 "=6'
N RETE PAVERS DETAIL O C C STAMPED CONCRETE WALKS BASE BID s 15
E NTS ~ C900 NTS C900
I
00
I (2) HORIZ. ~4 F (2) HORIZ. ~4 REBAR
~ FIBAR PLAY SURFACE SET IN GROUT 2" " 4 z14 CAST 1 SET IN GROUT 2 O.C. STONE. CAP
o OR SAND IN PLAY AREA NOT IN CONTRACT CONTIN CONTINUOUS PINNED TO WALL
cv PER (10-12' DEPTH TYP) ( )
o " 8" BOND BEAM 1/2 EXPANSION JOINT 8" BOND BEAM (TYP.) 6" THICK AGGREGATE
2:1 SLOPE (TYP) D WRAPPED IN FlLTER
4- . a FABRIC. AMOCO 2006 OR
3 a.: ' . 4 -o ; APPROVED EQUAL TO 1/8"
12" TYP. EXTEND 15" BELOW FFE 1/4 THE DEPTH
~ ~ e.. i i OF THE SIRE ~
4" CONC. WALK (3600 PSI TYP) (10" MIN.)% ~ x-1/2" EXPANSION JOINT WHERE PROP05ED
24" _ _ _ _ 4" CONC. WALK WALK IS ADJACENT TO BUILDING " VARIES BUILDING
;c ' " OR PLANTER 4 REBARS 16 0 1~1=11 1~1=1~1~~1=11 .'a " 4 REBARS 16" O.C. TO ~ ~ • • , d' ~ ° ~ ~ " 1" PLANTING SOIL °Q • d TOOLED CONTROL JOINT
c =III 1=III=III=III 6 CONC. CURB MATCH TRANS o =III I 111=11 FOOTING MATCH TRANSVERSE " MIX "d ° FOOTING REBAR 3 WATERPRODFlNG ' d ' ° d
E I I _I I I_ N=1 I I L ' " _ _ _ _ f MEMBRANE AND " • " , , , , / , 1/2 EXPAN590N
~ 1'-O" 6'-O" 1 -0 ' I I I I 1=1 I I- " 4" PERF. ADS PIPE WRAPPED IN 8" CMU BLOCK CONCRETE CURB/WALL 6 6 8 CMU BLOCK WALL , , TACK FlLTER , , , , DRAINAGE BLANKET BROOM FlNSH
COMPACTED 6"-8° WIDE AGGREGATE TRENCH WITH FlLTER m #3 REBAR (HORIZ 12 OC) FA RIC• AMO 0 0 6 OR APPRO D UAL ~9 GA. HORIZNTAL ~ ',FABRIC TO WALL ~ ~ a ^ JOINT (W/ SEALANT) , , , ER R~ -i. 420' OC. MAX. 9 GA HORIZNTAL STEEL ~ AT WEEP HOLE : SPECIFlCATIONS
SUBGRADE B C 2 O VE EQ " (LAP FABRIC) REINF. 16 OC. ( ) ~EINF. 16 OC. (3 WIRE , , AND BACKFlLL ~ , , , TO CONNECT TO 4" COMPACTED SUBGRADE
1 HIGH WATER ELEV. = 746.0 ~ LADDER OR TRUSS ADDER OR TRUSS STYLE ~ % ~ ~ ' ~ 95X STANDARD PROCTOR
3 REBAR VERT 24" OC (TYP.) AT EVERY a # ( ) SODDED LAWN TO EDGE OF WATER HEIGHT VARIES, / PERF. PIPE " " (TYP.) AT EVERY OTHER , , , , , , , , , , , 6x6 X10 WIRE MESH
' (AQUATIC PLANTS 0 FOREBAY) 1, CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS• FOR VALLEY GUTTER, JOINT SEE PLAN o " a . , ~ , . , . , ~ , FFE OF BUILDING ~ , / , , , , , / " P
A 15-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED ~ 4:1 BRICK FACE BRICK F MATCH ~ 2" PVC WEEP 6' O.C. CONNECT PERF PIPE TO °D ACE
" MqX BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. 0 2 CLR BRICK ON BU ' ~ '15" FOUNDATION DRNNS OR - BRICK ON BUILDING} " ~ CORE DRILLED AND SET ~ _
~ - 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY"OTHER APPROVED METHODS. 15 ~ ~ .WITH ,NON-SHRINK GROUT, ~ ROOF ORAIN COLLECTORS ~
v 1 HIGH WATER ELEV. 741.5 WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1 2 SHALL BE OBTAINED. " / MIN. ' CONC. PAVERS PER ' ' ' ' ' ' ' ' ' ' ' '
N 1-6 CONC. PAVEF ..-0 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS• DETAIL 9 DETAIL 9 C900 14 .d ' • ~
~ 3, JOINTS SHALL MATCH LOCATIONS WITH JOINTS tN ABUrnNG SIDEWALK. / JUMBO BLOCK SHALL BE USED `1 ' ' ~ NOTES: 360D PSI
o ~ ~'A 4. CONCRETE COMPRESSNE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. 2 1- BELOW GRADE AS A BASE FOR d 1. ALL VOIDS IN 8" CMU ~ CONCRETE WALK MIN. 2 THE DECORATIVE BRICK VENEER.
POND BOTTOM " " BLOCKS BELOW GRADE SHALL
m = 737.0 5. TOP 6 OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100Y. STANDARD PROCTOR ~4 I ~ DENSf1Y. ~ 6" O.C ~4 REBARS (TYP.) 2'_g" ~4 REBARS (TYP.) 16 O.C. BE FlLLED WITH CONCREiE.
6" O.C. CONTINUOUS TO MATCH WALL DOWELS ALONG FOOTING 2. CONTRACTOR SHALL SUPPLY
~ 6. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE NORTH CAROLINA STATE HIGHWAY COMMISSION I A STANDARD SPECIFlCATIONS. (LATEST EDmON) i CONCRETE FOOTING SHOP DRAWINGS TO THE
c a~ LANDSCAPE ARCHITECT FOR
E ~ ~ n APPROVAL OF PRECAST CAP
NCRETE WALK & LAKEIPOND CURBIWALL 6 PLAY AREA CURB ~ SUB DRAIN PLC CO Qp 13 10 NTER WALL DETAIL AND PINNING PRIOR TO CONCRETE CROSSWALK PLA ~ INSTALLATION. 3
C900 NTS (ALTERNATE BID) C900 NTS C900 NTS X00 NTS C9oo NTS
c o I
U "
' 1 1 2 O.D. STAINLESS STEEL TUBING ON L 12" BOT SIDES OF STAIRS-GROUT NOTES: 1 1 2" O.D. STAINLESS STEEL TUBING ON Copyright 2003. All rights reserved. Printed or DOMED CAP 12" BOT SIDES OF STAIRS-GROUT electronic drawings and documentation may not be
` *NDS 18°x18" S UARE CATCH ~ POSTS TO SECURE IN CHEEK WALL o Q DOTES: NOTE: reproduced in any form without written permission - P05TS TO SECURE IN CHEEK WALL from Gantt Huberman Architects.
~ ~ (PROVIDE A POST AT MID POINT 1. INSTALLATION / BASIN WITH CAST GRATE SHALL 1. CONTRACTOR TO POUR OF STAIRS IF STARTS EXCEED 4 TREADS. COMPLETED ~ IN . INSTALLATION TO BE _ (PROVIDE A POST AT MID POINT
~ ) ;OMPLETED ~ IN ACCORDANCE WITH 1, CONTRACTOR TO POUR OF STAIRS IF STARIS EXCEED 4 TREADS.
BE ACCEPTABLE ALTERNATE. AND FORM CHEEK WALLS (SUBMIT SHOP DRAWINGS ON HANDRAIL MANUFAC ER'' 3 TUR 0 1 /2 EXP. JT AS NEEDED SEPARATELY FROM STAIRS. FOR APPROVAL RCS SPE I TI GL AND FORM CHEEK WALLS (SUBMIT SHOP DRAWINGS ON HANDRAIL MANUFACTURE C FICA ONS. PA T Y 0 N ' ° N ~ SE RA EL FR M STAIRS. FOR APPROVAL)
/ 6"-8" CONC. COLLAR (2 SEPARATE POURS) " ~ 2. DO NOT SCp DO NOT SCALE DRAWINGS. ~ ~ ~ 2 SEPARATE POURS ( ) "
r 28 ° 1 AR i ~ 28 ri N ~ /2 REB N 3. CONTRACTORS NOTE: FOR ~ i " _
8 WIDE DEPRESSED 3. CONTRACTOR g 18x18 GRATE BY 12 'RODUCT AND COMPANY ~ ~ X 1 1/2 ~ '
/ FINISHED GRADE CONC. CHEEK WALL WITH " " PRODUCT AND = NEENAH or DEWEY BROS. GRATE SOLDIER COURSE CONC. " 12 1 1/2 RAD.' INFORMATION VI r _ " " " i r NFORMATION VISIT d •,1 N I 12 12 1 1/2 RAD.
rn s MAT. VARIES , 1/2 TYP. PAVER ( ) www.CADdt'Itails. 3 a II I I RAD. TYP. rrww.CAD ails.com info N ° ~ ( ~ Charlotte, North Carolina det / N RAD. TYP.
~ I ~ II+ • % • r , ~ ON NOSING i REFERENCE NUI ZEFERENCE NUMBER 474-038 ~ •
o ~ 8" CONC• PAVERS PER OF STEPS ~ ~ _ _ ~
Q r 1'- " DETAIL 9/C900 r~ ~ FLANGE SEAT 1" 12" ~ 1 i 8" EXP. 1'-4°" ~ CONCRETE JT• 1" 12"
" T ~ 0 3 3/4 1" OF 1:2 ~ " , NOTE: FABRICATE I.~I „ I
I m 2 - 3" ° , ..........TYP. x a CEMENT _ SCHEDULE 40 S' ATE: FABRICATED FROM 6 LD, i PVMT. " ;REDUCE 40 STEEL PIPE. I a °3
s PLASTER a , . STAIRS OVERALL H GHT EI ~ c, < SLOPE 0 " EMBEDDED = d " JERALL HEIGHT A5 SHOWN. 8 WIDE CONC
I " " ~ ~ . ~ ~ a , . CHEEK WALL " " N 1 /2 x 8 / ~ d STAIRS " 34
v ~ 8" BRICK / \ ° d 34 N VARIES ~ d ~ ` ~ 27° 1.25 STEEL ROD (GALV.) ° d°: d SLOPE ~ 8 "
ao ~ 18 PIPE MAX , , ' " 27 W/SLEEVE d.. a 1 4 FT. ® 1L O.C. / " / /
co ~ i\ a~ " LOCKING ~ ~ a. /
I I ~ / 2 CL 6 n d " 2"'CLEAR " TAB GL i " d a "
Q o / - 4 GRAVEL ~ \ JT• a. 4 GRAVEL ° g " 8 a: EXP, 1 /4 1 f - 0I. a
m ~ r / , " cv ~ GROUT np• n a 3 TYP. ~ \ " ( ) .Q . _ 1/2 REBAR / / / / ° a, a Project Number 533
° " a d ~ 16 LONG ~//~/\/~/i\ , d a 6 ° .
3 ~ c 1 = LEVATI N d d : Tine E 0 REIYIIOVABLE BOU.ARD MANUFACNRm BY: N ° ~ o " • •
~ E / a " 15 I BEtd~Y9@LE..BO11,bB1 Z " . " 1 ~ CREATNE PIP ~ INC. / 28 \ ~e ears CREATNE ~a~; arc. d ~ 3600 psi CONC. \
~ ~ " i / g ~ RaNCHO MIRac~, cu I 3 _ #4 REBARS 0 18 O.C. a.. - ~ t d " / . RMIgiO MIRAGE, CALIFORNIA 92270 1087 " " ~4 REBARS ®18 O.C. $ ~ CONC.
x ~ 1 6 ~ . CONC. P.a. eoz 2459 2 8 WALL THICKNESS 1 BOTH WAYS a ~ 8 • SLAB , t-eoo-s44-e4s~ P.a. eoz 24s~ 1 -4 ~ \ _ _ _ BOTH WAYS / d ~ SLAB t-eoo-s44-e4s~ o ~ ~ / /
N ` c " " " PHONE: (7B0) 340• PHONE: (7B0) 340-5555 ~ ap ~
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500 North Tryon Street
L . ARkER p ' Charlotte, NC 26202
~ 704.334.6436 Tel [phone] Fax
# lP CLEARING ~ DEMOLRION
? ~ i t
- so2'is, i ( i ~"E i' cin an clearin o stations the contractor shall "I. Prior to common g Y g P Notes on
( la~a8, r : ~ r prefer to the .Erosion Control Plan Construction Sequence Sheet C301.;
/ ~ ~ r ~ GRq ~ ' ! ~
MARK 0 ° ~ / ER o~'~ i / _ 2. The Con ctor shall make inquiry of ail gas, electric, telep one
~ ~ cable and roleum utilities that may be present in the area. nor ~~M` x, n contact North Carolina One Call (800-632-4949
r /i 1 to any dig. g
r t ~ ~ < / , ~ oved from the site ~s.~ • 3. WI de Rion and clearing debris she a rem
~ and dis in a legal manner at a permitted location.
~ ~i ~ ~ tp kee disturbed areas to a "'"M 4. The shall endeavor p
~1 / ' ~ ~ r ~i"~ n the Ions. ~`,!_~tl'~" ' '~"j minimu 'and maintain the Umita identified o p h': ,NC
-x„ ~ ~ .
. ' / / ~ ' ~ ~~w'"" ~l~ o ation of trafl'tc control along Beanies Ford Road shall be ~ ~ I° ~ CDOT uiroments per the WATCH manual. (trof>•Ic ~,M
~ ~ r' t / / / / r/ L, ` 11 t~ ~ i+ ~ m acc nce roq 1~' ~,A. ' ; alon iee Ford Road shall be maintained at all Imes .
~ . w Civil En inset:
1~~ , ~ / ; ~ ~ / / ' ! / . I" ' ~ ° < 1~ , ~ si ns etc. ~w':... :j manta curbs, II hts, g ) V,p . ~ ~ 6. All emenb, and street improve ( 9 Woobert
~ , ! ~ 1 / ,i r' ~ ~ ~ ~ / _ re 8731 Red Oak Blvd. aired re laced to them _ . ? _ dlsru by Un contractor shall be p P F ; ..M, ' rds. Private Charlotte, NC 28217
f' / i ~ i ~ 'r' ~ I ' } a on r condition oe roquirod by Gty/State stands ~ g Hers 704-525-0932 x z i, ~'j1e shall be ro aired or replaced per the Ow
' ~ r v may, ate`"' Imp ~ P I be the - ~ rite. The cost for such replacement shal Structural Engineer. f roqu
; ~ ~ r / ~ ( ' ' ' ' ~ ~ of the contractor. ros till Iarq//Qiiln Aeeoolebe ~
~ i / ~ r r i~ i, k~. ~ Amble Drrve "H.w.,a~;~,M„~.~ A ion for Sheet C100 1309
! i ' / x ~ ~ ~ I; 7, T ra ~ and planrmetnc survey informat Charlotte, NC 28206 ~ r Woolpert, 11P. Survey performed June, 2001 704-597-1340 ' 0 P ~ F.. ~ ~'^".ow.
,,~'f ~ ! rr ~ r f0' ` r ! 16 r d 2~` ~ a N r, 2001. Mechanical/Electrical Engineer:
~ ~ / ` ~ ~I ~ solel res onsible for any dome a to existing Tsbot t Aseoolsbe EnpM>,er
' ~ ~ ~ 8. contractor is y P t 5th street ~ . , F, ~ atl~ ~ ' Hue to rovide se ee whether 916 Wes .rx~'~` ~ - ti of that are intended to Conti P 2
ii ~ / ,w ` u Charlotte, NC 2824 € ° ~ ~ s non the plans or not. 704-333-3312
! P :vw j b of V.. 1 ~ \ I
r` ! ~ ~ ~ 9 1 ~ r~ ~ ~ r contractor shall Food Service Consultant: ~ ~ ~ 9.' For all utilities designated to be removed, the
i', /~i ' lr 4 ~ r + 156 ~ ~ ~ F,:=. ' in a encia and utility companies at least 4•s Harbin Deeipt Group r~t~ ~ notffy the govern 9 9 . ~ , 7525 Dom Circle
! / ` / ,;fir ~ . ; 3 i ~ , riot #o this activi . . _ _ ;..w.... hours P ~ Charlotte, NC 28212 704 531-7362
d / ~ / r / _ oval existin utili trenches shall be backfilled with h,~, ~ 10. Upon ram g tY
~ r ! H~n«< ~ ~""~,~~~,u'~~ structural fill.
,~r ;/!I ~ i ~ r N I' < r!!r ~ ; o`'
~ ; ' cam anise, shall 0 ' ~ 11, All romoved material, not owned by utility p ' ~ ms noted to be
11 ~I O i / < / 1~ ~ of the contractor. All its ~ , ~ ~i! become the roperty _ l w,~~,.~ , M P . , at the ex ense of the ' ed from the site P ; r '
f, ' removed shall be remov ~ L ~ contractor, o2s781
~ ~ , ~
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TOTAL CLEARING DISTURBED AREA cr
of ! ~ ' I _ ........%,111 ~ Drawn , AMN
'J ~ . 1 ~ 5 ~ ~ Checked JMM
ND p , t I ~ . ` Date December 10, 2003
(TIE LINE) 93PHglT t 1 ~I '1 ' ,J ~ ~ Revisions
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073936"W t ~ IVbS~ \ ~ \ \ 16" TREE TO BE REMOVED
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FRIENDSHIP M15SIONARY , BAPTIST CHURCH ~ 1 OORDINATE WITH DUKE POWER AND BELL SOUTH
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i ; ~ ' TEN ~ ~ ' ti,,, i ; I ~ .PAGE 820 /
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GUTTER ~ I , ~ CURB dt ~ 1. I .;I a ~ • . ~ sAwcuT I r 1. III \ I I I I _..I. I I I r i CURB I I I 2003. All ri hts reserved. Pnnted o NLE o 1. .l- I o ht T ' C p g g not be
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~ ,I' 15 RCP INV=777.92 S / 1 " _ GRA r ~ U a - - - - _ 8" . ~ - - - 5 RCP INV-73.32 (W) ~ ~ TE 775.17 v W 0 _ _ -r I ; = - - - 15"RCP INV=771 6 OVERHEAD UTILmES I EX. CURB INLET e~ Qn GRATE=771.63 l
_ .3 vAR o - - nE IAB Z m ° a - ~ PUB R TO BE RELOCATED f 24"RCP INV= R B 7so.73 I 80 120 LIC s 40 R W ( o
o ~ OETC - --OET OE~e~_ OE~- -OETC------ - - - - - ° ° . ~ BY UTILC.TY COMPANIES 3s"R = I CP INV 760.83 (W) I •772••-•--~._.._.~_• . 36 RCP INV=760.48 {E) Sheet of 15
- - ~ _ ° < _ _ GRAPHIC SCALE IN FEET
c ~ ~ ETC - - ---fro .c°~-_ _ - ~ - -OETC 0 - ''=f7..
o v ~ I I EX, CURB INLET'""---.,.. ~ ~ ~ EX I ROYAL ORLEANS'APARTMENTS GRATE=775,46 v • CURB ~ LLC AND HOWARD NAN 1 " _ 5' CONCRETE ETC - - - - - _ ~ f~'_ a , " . ETC - - , • ~ C -
CE CO 5 RCP INV-770.66 (W) I J } N GRAS=7g INLET TAX ID 03 WALK FRIEND (TYP.) SHIP MISSIONARY 914207 24"RCP INU=770.56 (N) ' MISSIONARY ° EX. DOUB
• ' ~ 15 RCP IN 4,29 DEED 09909- BAPIIST 283 24"RCP INV=770.16 (S) CHURCH LE CURB INLET , ~ r T CHURCH GRATE=771,82 ~ / ,_..77 ~ 4
" G N 15 RCP I ~ 7j8.gq TAX ID a~ W•i ~ NV,7j88 (w) DEE # 0391420fi 0 > a 9 lE) D 02265 557 0391420fi 36"RCP INU=763.3 0 " 2 {E) ~ 1....__. Plate 2265-557 24 RCP INV=763.52 S I ~ °
N ~ /
~ ~ O
T ~ / EX. CURB
J g O GRA INC

i
Gantt Haberman Archlltecta
500 North Tryon Street Charlotte, NC 28202
704.334.6436 Tel
PROJECT NAME: FRIENDSHIP BAPi1ST CHURCH 704.342.9639 Fax
FRIENDSHIP MISSIONARY BAPTIST CHURCH PHONE [phone] OWNER: # D4) 392-0392
PLANS PREPARED BY: WOOLPERT, ~ PHONE # [phone] i D4) 525-0932
ZONING; INSi (CD) PETITION X2000-88. CRY OF CHARLOTTE
A 'on of 041-051-17
TAX MRCEL NUMDER:
PROPOSED USE: RELIGIOUS INSTITUTION
BUILDING HEIGHT: SEE ARCH. DWGS. Ft. STORIES: SEE ARCH. DWGS. 91
LDT SIZE: 9.275 Acres
YARD REQUIREMENTS:
FRONT SETBACK: ~ FT. SIDE YARD: 20
REAR YARD; FT. (PER VARWVCE) Civil Engineer:
REQUIRED BUFFERS; W~ LLP
FRONT: FT. REAR: 8731 Red Oak Blvd.
SIDE (L): FT. SIDE (R). N /YES Charlotte, NC 28217 704-525-0932
REQUIRED SCREENING: Structural Engineer:
FRONT; /YES REAR: N /YES 1Oi1p/QLdM Aaookft
SIDE (L): N /YES SIDE (R): /YES 1309 Amble Drive
PARKING ONLY: NO Charlotte. NC 28206
PAVEMENT AND 4~5 Sq.Ft./I® 704-597-1340
BUILDING COVERAGE Mechanical/Electrical Engineer:
INTERIOR LANDSCAPING: SEE LANDSCAPE PLAN FOR THE ORDINANCE SUMMARY TAW i AMOOIabo En~ 916 West 5th Street
Charlotte, NC 28202
PARKING DATA: 704-333-3312
REQUIRED: 2500 Seat/1 space per 4 seats ~ 750 Space Food Service Consultant:
PROVIDED: 304 6 IN bb DOWO WOM
EXISTING; LL4 7525 Dom Circle Charlotte, NC 28212
TOTAL• 418 704-531-7362
i
• Nun
1. ALL CONSTRUCTION SHALL BE PER THE UTEST EDmON OF THE NORTH CAROLINA STANDARD SPECIFlCATIONS FOR ROADS AND STRUCTURES, CITY
OF CHARLOTTE DEPARTMENT OF TRANSPORTATION, AND CHARIATTE- SEAL r 026781
MECKLENBURG LAND DEVELOPMENT STANDARDS. ~v • Z~ 91-
2, CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARD REFERENCES: %
'if
ACCESSIBLE PARKING (#50.10 A,B,~CC)
ACCESSIBIE RAMP (#10.34 Adc6) STANDARD PARKING (f50.09)
TYPE II DRIVEWAY (10.258) Drawn AMN
SIDEWALK (10.22) Checked JMM
?0' S 1'-8' CURB d; GUTTER (~10.17A) Date December 10. 2003
~K HANDICAP RAMP 10.32Adc8
\ Revisions
~ ` ~ ` ~ FRIENDSHIP MISSIONARY
~ ` ~ ~ ~ \ BAPTIST CHURCH
\ ~ ~ ~ ~ ~ TAX IDS 04105117 ~ \ A PORTION OF DEED 800K ~
~ ~ ~ 08607 PAGE 820 ~I ~ ~
~ ~ \ \ ~ / ~
\ \ ~ ~ ~ ~ ~ ~ ~ / / ~ ~ I i. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED ON PLAN. I.
~ ~ _ ~ , ~ . ~ ALL RADII ARE 5' UNLESS OTHERWISE NOTED. . ~ / ~ ~
~ , ~6 WIDE TYPE ~ , ~ \ / / 2. ALL LOCATIONS OF EXISTING UT1LmES SHOWN ARE APPROXIMATE AND SHALL BE , ~ ~ \ 3E
~ II 'bRIVE RAMP ~ ~ ~ ~ / / FlEID VERIFlED PRIOR TO CONSTRUCTION. ~ . ~
~ ~ ~ , ~ INCLUDING DEPRESSES ~ ~ ' , - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / i 3. REFER TO ARCHITECTURAL DRAWINGS FOR ALL BUILDINGS, CANOPIES, SIGNS, ETC. 1 TC.
~ ~ ~ CURB & SIDEWALK \ ~ \ 1 ~ ~ - . / ~ ~ ~ 10.258 ~ ~ ~ ~ ~ i / 4. ~ SHALL CONFORM WITH THE CITY OF CHARLOTTE STANDARDS S
2p, ~ ~ ~ ~ _ - ~ _ _ , ~ i \ ~ AND WWUAL OF UNIFORM TRAFFIC CONTROL DEVICES LATEST EDmON.
CK ~ ?6 ~ O ~ PERFORMED IN ACCORDANCE wITH THE CONTRACT (pER ~ P ~ ~ ~ 5, ALL CONSTRUCTION MUST BE :T
U \ ~ B . - ~ ~N ~ ~ \ DOCUMENT AND APPLICABLE BUILDING CODES. CE ~ ~ - C ~ ~ ~
~ \ ALL FIELD ADJUSTMENTS MUST 8E REVIEWED AND APPROVED BY THE OWNER g ~ \ e.
~ - ~ ~ AND OR HIS AUTHORIZED REPRESENTATMc. ~ /
~ ~ 7. REFER TO 1HE GRADING do EROSION CONTROL PLANS FOR LIMITS OF CLE4RING G
9 : ~~\v ~ . ~ AND GRADING, .w..........
10 ' ~ ~ ~ ~ _ ` _ ~ 8. REFER TO THE LANDSCAPE PLAN FOR PROPOSED TREES AND SHRUBS REQUIRED ~ , ED
10 ~ - - ` \ TO MEET THE ZONING AND TREE ORDINANCE. 4 CONCRETE - -
1- ~ \ 9. AND RAMPS SHALL BE PER THE BUILDING CODE 90 ~ ~ ~ ~ ACCESSIBLE SIGNAGE, TiOUTES, CURB/WALL ~ \ AND A.DA REQUIREMENTS. $E
~ / T ? ADD ALTERNATE ~ \ ~I
~ ~ \ ~ 10. OMMER SHALL OBTNN SIGNAGE PERMIT FROM 1HE ZONING OFFlCE FOR ALL T ~ ~ ~ D NTION ~ ? ~ ETE POND \
n \ / ~ , SIGNAGE ASSOCIATED WITH THE BUILDING AND SRE 1 8 wl HARDSCAPING
$ID I 11. THE SURVEYOR SHALL ESTABLISH ALL NECESSARY HORIZONTAL CONTROL TO E1~VAU( ~ 1 \ ~ i ~ LAYOUT AND STAKE THE PROPOSED IMPROVEMENTS IN ACCORDANCE WITH THIS
17~ / ~ ~ SITE PLAN. ALL MODIFlCATIONS MUST RECENE PRIOR APPROVAL OF THE CML , - / i/ L
:STAIRS 20 S.D.E. ~ 4 ~ L fNIiMIEER AND FELD SUPEIBNTtTIDENT.
9 ~ I / ~ ~ / 12. ALL uYIOUI'/CONSTRUCTION SURVEYING Is THE RESPONSIBILITY of THE
n ? / ~ ~ ~ CONTRACTOR.
~ N8 , ~ / 8 09 08 / ~ • T L ~ ! 13. ALL PAVEMENT MARIONGS SHALL BE AS PER PLAN, 4 WIDE AND WHRE. 6 WIDE WI WALL 5 ~ ~ uU /
~ ~ ~ 8.18 LAND DEVELOPMENT INSPECTOR TO BE GNEN 24 HOURS NOTICE PRIOR TO THE 8x8 ~ SIDEW { E BID) 1E
. " : ~ ~ ~ START OF CONSTRUCTION. TRANSFORMER ~ , dt RAIL PAVERS ti, ~ rf 4
PAD SEE NOTE 18 : ~ - ~ ~ ~ 90 - i / 14. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT T-
I ~ ~ ~ ~ ! I a , nr_wav ern, uer a e,nur _nr_wav cunonanuur?rr anemir?rr wm., rue
' ~ ' 03• ' ~ / ! ~ ~ / yr enl nue~lnc n nlvnl yr-nnl u~unwwnlnu~l nvn~ueu~l mnl Ins R. DEPARTMENT OF TRANSPORTATION NORTH CAROLIWI DEPARTMENT OF
lp ~ ~ f ~ . , , d~~f~':;'. 94, 1~ , ti OF 1TiANSPORTAl10N) BffORE INSTALLATION. OF
:..,;.,..w ~1b~:: L. I I ~ I
:r. H ~ 15. EXTEND ~IILDING FOOTINGS TO MAINTNN 1:1 STRUCTURAL TRIANGLE AT . ~ PA RETAINING WALL ' I I
' SOUTNEAST END OF BUILDING WHERE SANfTARY SEWER LATERALS EXIST. I ,.~<:>,;;:.:::<,;' (SEE ARCH. DWGS) I
' , . ~ I 0 16. CONTRACTOR TO COORDINATE ALL UTILTiIES. ~ ~ I
' I a~ i 17. SEE INNER COURTYARD AND ENTRANCE PLAU SITE PLANS FOR DETAILED LAYOUT PLANS. 4 / O )UT PLANS.
~ RETAINING WALZ ~ I ~ ~ ~ ~ ~ 4 0 ~ 18. SITE CONTRACTOR TO PROVIDE TRANSFORMER PAD, PER UTILITY COMPANY REQUIREMENTS. )UIREMENTS.
i SEE ARCH. OwGS . ~ ~ • . • . ~ ; I STAIRS ~ ~ ~ 90 =
(IN BASE BIO~ ~ RETAINING WALL 1 ~ I I v
34.z COOU & SCREENED I I:' ~ ~
~ GEN WALL (SEE I Iq AREq ~ y ~ FRIENDSHIP SCR EN ~ ARCH. DWGS I 13 MlssloNa
j BAP WALL (SEE , . I ~ o N ~ T 71ST CHURCH ,
. ~ ~ ~ A P AX IDS 04105117 . ARCHITECTURAL ; ; . 30 , , , ~ ~ ~ oRnoN OF DEED BC HEAVY DUTY PAVEMENT
08607, PAGE 820 DRAWINGS) ~ l
. , ; :R`~..:. THICKENED ~ ~ : , ~ ~ 1
PAVERS EDGE. SEE I ,
SEE DETAI DETAIL 12 M , . ' N STANDARD CONCRETE SIDEWALK -
0 DUTY ~ , IDEWALK t ~ . `
• N ' N PAVEMENT 26 WIDE TYPE II
~ ~ DRIVE RAMP INCLUDING s I I -_.,IDEPRESSED CURB
STAIRS I
TAINING -4 _ ~ I SIDEWALK (CMLDS 10.288) STANDARD DUTY PAVEMENT ~ - - ~ s - -
ILL SEE - - I ~I ( _ T~ f - o `C - _ IcHn~cTU ~ i~l - - -
:::::ter I I 30 w ~ , I i 1^I Ii T I _ o I I I~ I _ IAWINGS ~ it I -
, I I 1 6 a~Re ~ aITtER II III ~ ii II ~ II I
o D(I I a STING H a P I ACCESSIBLE wwP
ARKING Copyright 2003. All rights reserved. Printed or
~ Lor 3. ~ R•15' I I I I VAN ACCESSIBLE SPAN V II 23 II I II I electronic drawings and documentation may not be reproduced in any form without written permission
II II II I II I II I L.I I I I ~I from Gantt Huberman Architects.
__1_ I I INTERNATIONAL SYMBOL of LJ I - - I .1 - LJ - _ .L I I - - ~.1 BILTIY PAVEMENT MARKING - .L I ACCESSI _ I
_ _ I 2 I I - _ ~I _ - ~ I i. ~ - - _ ~ I Y ~ Z
_ - ~ _ I 24 STOP BAR AND STOP SIGN I r I ~ I _ I I~ i r-I _
T I~ i ' T z R. I I I 8 I I I T z~ ~ II I v II
q~ II II I II III BOUNDARY CI~VE DATA II ~ Friendship Missionary
II A H II I I I CURVE ARC CHORD BEARING RADIUS DELTA CHORD TANGENT
r pl t 1 1 1 1 TANGENT Baptist Church
. a ~ ~ ~ , ~ I C1 301.91 S82'15 34"W 1470.00 1146 03 301.38 151.49 ,ao ~ I I ~ ' I ~I 1 1 1 .1" 1 151.49' Charlotte, North Carolina
I 1 c2 I I 41.12 N455124"W 30.00 900000 42.43 30.00 I I I I In , II II I I I I 1 . 1 " 1 1 . 1 1 II 30.00'
I I I c3 I I 198.64 S05 34 34 E 1530.00 x2619 198.50 99.46 II I 99.46'
- w , - - - - ' - - I ~ 89.15 N41'16 34 E 50.50 101'08 36 18.01 61.42 )ECORATIVE ~ ~ I- - - _ ° : - :a _ _ _ _ I 1 1 1 1 1 61.42'
" ; , ` _ ~ ~ ~ ~ ~ . ~ . ~ ~ I ~ 156.11 SST31121M 550.00 151622 155.68 78.63 78.63'
n~.. - - ~ ~ C6 46,55' S56'09'S9'E 30.00' 88'53159" 42.02' 29.43' o I . TBM 2, . 2~ o 1 NAIL IN P.POLE <_.::2 ,.7.. ; ~ y 29.43'
1'43'00 W 674.66' I 46.13 53219 41"W 30.00 88'0533 41.11 29.02 ELEV.=775.19 I DOWN GUY ,I :.Y 29.02'
~ EA , ` N1725'19W .•'.4'.. , 1,
y ' : ~ _ Q . ,
, S11'43 ® ~y
- - - - - J ~
1 \
_ ~ - _ _ _ - 5 WIDE CONCRETE ~ - - - _ _ - - - _ - - - _ _ _ SIDEWALK CMLDS 10.22
Project Number 533
Title
- _
60 1/A RI _ AB _ LE _ PU - _ _ BI
_ LC - _ _ R _ W Site Plan
' a. _ 4 ~ ~ \ Sheet of 15
NEW TYPE II DRIVE 5' CONCRETE - a : °
WALK T1P. FRIEND I a ~ ~ SHIP ~ RAMP INCLUDING ~ MISSIONARY ~ 0 40 80 120 120 C200
DEPRESSED CURB & BAPrisT cHURCH / TAX ID# 03914206
SIDEWALK (CMLDS 10.258) DEED 02265-557 ~ ~ JI
I I GRAPHIC SCALE IN FEET D
?I ~ I I Plate

..,,,nKER p ti i
J 500 North Tryon Street
! I Chorlotte, NC 28202 704.334.6436 Tel
~ i 704.342.9639 Fax
~ ; ~ STRUCTURE RIM/TG INVERT INVERT ELEVATION DETAIL
r N0. STRUCTURE IN OUT
I ~ r NUMBER ELEVATION IN SARK p ~ r MH B1 778.00 - FROM TO LENGTH SIZE SLOPE COMMENTS STORM CLEANOUT CHART - 774, 00 20.09
ER ~ / ~ ~ MH B2 777, 50 - - 774, 00 20.09 MH B1 CB 1 88' 12' 1, 67% PVC PIPES
; r/ CB 1 776, 50 772, 54 CB 1 CB 2 11~' 15' 0, 52% STRUCTURE INVERT PIPE SIZE PIPE LENGTH SLOPE 72, 54 772.25 20.13
p Y W / / ~ r ' ~ CB 2 776, 00 771, 67 '71.67 771, 42 20.01 CB 2 CB 3 94' 15' 0, 50% CO 1 757.00 6" PVC 23' 1.0096 MIN.
~ r / % CB 3 776, 00 770. 95 '70. 95 770, 70 20.01 CB 3 CB 4 174' 15` 6, 15% CO 2 760.00 6 PVC 21 1.00 MIN.
f ~ / ~ / ; / CB 4 763, 50 760.00 20.01 CB 4 MH 1 144' 18' 0, 50% CO 3 760.00 6" PVC 19' 1.00% MIN. 60.00 755, 99
~o ~ I ~ / ~ i~ / ' CB 5 775, 50 - - 772, 37 20.13 MH 1 MH 2 7T 18' 1, 00% CO 4 760.00 6" PVC 1T 1.00 MIN.
~ ~ ~ F r ~ / / CB 6 771, 00 768, 00 MH 2 MH 3 176' 18' 1, 74% CO 5 760.00 6" PVC 82' 1.00 MIN. 68, 00 767, 75 20.13
' r ` / / CB 7 767, 00 763, 50 '63. 50 759, 50 20.01 MH 3 CB 9 37' 24' 0, 50% CO 6 759.30 6" PVC 74' 1.OOX MIN.
i ~ ~ / / CB 8 762, 20 - - 758, 92 MH 10 CB 9 62' 18' 8, 47% CO 7 755.00 6" PVC 14' 1.0096 MIN.
r~ / ~ / / CB 9 757, 80 750, 75-18' ?50, 75-18' 742, 24-30' CB 7 MH 10 60' 18' 2, 50% COB 754.00 6" PVC 12' 1.0096 MIN.
/ ~ ~ 750, 25-24 ~ ?50, 25-24' (N) 20.01 CB 6 CB 7 154' 15' 2. 76% CO 9 754.00 6" PVC 11' 1.00 MIN.
6 / ~ / , ~ 742. 74-24 / ?42. 74-24' ) CB 5 MH 11 18' 15' 9. 17% CO 10 753.00 6" PVC 10' 1.0096 MIN.
~ m' ~ CB 10 752, 00 - , ~ ~ / - 748. 00 20.01 MH 11 CB 6 75' 15' 3. 29% CO 11 752.00 6" PVC 9' 1.00% MIN. Civil Engineer:
' ~ i / : / CB 11 748, 00 744, 00 ~ / ?44, 00 744, 00 20.01 MH B2 CB 5 110' 12' 2. 73% PVC PIPES CO 12 775.00 6" PVC 5' 1.OOX MIN. Woo~rt ~ ~ CB 8 MH 10 42' 12' 1, 00% PVC PIPE CO 13 775.00 6 PVC 5' 1.00 MIN. 8731 Red Oak Blvd.
16 i / / CB 12 747. 90 743. 95 , / ~ / 43, 95 743, 95 20.01 NC 2827 " Charlotte,
~ ' ; / CB 13 748, 00 743, 46 ~ ~ / / X43, 46 743, 46 20.01 CB 13 CB 9 138 24 0, 52/. CO 14 759.50 6 PVC 145 1.00 MIN. 704-525-0932
~ ~ ~ ~ ; / CB 14 760, 00 753, 17 "sue / "f. ~ ; / CB 15 760, 00 751, 38-24' ?53, 17 75~, 92 20.01 CB 12 CB 13 96' 24' 0.50% CO 15 759.50 6" PVC 12' 1.0096 MIN. Structural En ineer: CB 11 CB 12 10' 24' 0, 50% g
F~ A ~ - / 757, OS-15' ?51, 38-24 747, 68-24 1011yQin AaooN~ _ , 20.01 CB 10 CB 11 163' 24' 2.45% 1309 Amble Drive
57, OS 15 CB 18 CB 17 36' 15' 2, 50% Charlotte, NC 28206
~ ~ / CB 16~~ 745, 50 736, 80-36' ~ , ' ~ ; / / 742, OS-15' ?36, 80-36' EX. 736, 80f-54' 20.07 704-597-1340 X42, OS-15' CB 17 CB 16 30' 15' 2, 50%
r / ' - ~ ~ CB 17 746, 20 743, 10 ~ MH 9 CB 16 82' 36' 1, 00% Mechanical/Electrical Engineer. 43, 10 742, 80 20.01
/ ~ , / CB 18 747. 50 - T~bot 1 ANOOMb~ E~gYt~ - 744, 00 20.01 MH 8 MH 9 136' 36' 1, 00%
~ • • / / MH 1 759. 25 755, 27 MH 4 MH 8 116' 36' 1 ~ 00% 916 West 5th Stroet ?55, 27 755. 02 20.09 ~ ~ Charlotte, NC 28202
,sue ~ ; - / MH 2 757, 90 754, 25 ?54, ~5 754, 00 20.09 MH 7 MH 4 149 36 7, 00% 704-333-3312
' ~ - / i 156,- / P ; / / MH 3 756, 90 750. 94 ?50. 94 50.44 20.09 CB 9 MH 5 172' 30' 0.50% Food Service Consultant:
/ t / , MH 4 760. 00 745.57 ?45.57 742, 35 20.09 MH 5 FES 1 15' 30' S, 87% Fl~bh p~ ~qlp
/ / ~ ~ ~ / MH 5 747, 00 742, 08-24' / - ?42.08-24' 740. 75-30' CB 15 MH 5 56' 24' 10. 00% 7525 Dom Circle
i~i,/ 7 _ CB 15 EXIST, 18' 15' 2, 36% Charlotte_NC 28212 20.09 704 531 7362
/ MH 6 761, 00 EX. 754, 0 :X. 754, 0 ! 53, 75 20.09 CB 14 CB 15 7T 24' 2, 00%
/ , MH 7 767, 00 757, 14-EX f ~ MH 6 CB 14 28' 24' 2, 07% 57, 14-EX 756, 00-PR. 20.09
~ ; ~ / MH 8 4 , 741. 19 7 / OS 1 CB 16 46' 36' 0, 43% 41, 19 740, 94 20.09 0
~ ; ~ ~ ~ / M 8, 00 739, 58 r39, 58 739, 33 20.09 NOTEc ALL STORM DRAINS SHALL BE CLASS DI RCP UNLESS
' ,r' , ~l ~ ~ ~ MH 10 762, 10 758, 00 18 ll ~y - ~ IP 58, 00 18 756, 00 NOTED OTHERWISE. INDICATES TO UTILIZE CAST IRON P E ' ; ;
758, 50-1 ' ;;l! ~ I X58, 50-1 ' UNDER THE BUILDING AND TO USE FlTTINGS NECESSARY TO sEAL CONNECT PVC TO CAST IRON.
~ ; r I MH 11 774, 00 770, 72 ~ ~ 'I I 70, 7~ 770, 47 20.09 o2678t _ .
~ ~ ' ' I - FES 1 - 741, 03 r ~ I 03 41, , ,FN E~: ~
' ~ S IIE ME ~ 737, 9 GINE,.• ~ ~c 00 , ~ ' p
r _ I ~ -SEE OUTLET STRUCTURE DETAIL ,l~ I ~ ti IRE DETAIL f
. I ~ CONSTRUCT DN EXISTING 54 P r J cy STING 54' PIPE
~ I ~ l , FND ~ ~ ~ ~ ~ - NEENAH 18 x18 INLET ;NLET Drown AMN
TALL BE SIZED FOR THE NUMBER, SIZES, Checked JMM
tiRi T : 1 I ~ ~ ~ ~ , ~ JUNCTION BDX SHALL BE SI2 F' i ~%~`L \ ~ H PIP S ENT R • , ~ AND ANGLES DF T E E E ING :S ENTERING AND EXITING THE BOX, THE Dote December 10, 2003
N0T39' , ' ~ 1, ! ` r ~ ~ ""°4„ as°w ~ , ' , ~ , ~ ~ ; ' FRAME AND GRATE SHALL BE MDDIFIE BE MODIFIED TD HAVE A GRATED OVER IN
i- , ~ r ~ , 15aN +4vs ~ _ LIEU DF A SDLID MANHDLE CDVER, , ~ ~,r ~ ~ .E OVER, Revisions
88.50' r i ~ ~Dc ! ! / ~ ~ ~ f° ~ I ~ '1 ~ ~ ' FES -FLARED END SECTION J ~ ON
€ l t ~ ~ ~ ` ` ~ ~ , DS OUTLET S
FRIENDSHIP MISSIONARY BAPTIST CHURCH
ks ~ \ TAX ID# 04105117 ~
, ' I _ . ~ ~ ems., } ~ l 30' ` A PORTION OF DEED BOOK 08607, PAGE 820
1~ '
I 1
~ I / LlL
/ ~
•
N ~ , W ' Sal ! l ~ r ~ ~ ~ ~ \ i, ~ i
~ ~ k , rr~ I I i i r \ Q ! ~ i ! ~
r` I I r 1st l ~ ~ ~ \ \ ..•'I t 1 1 r f A7~ '~Q, c ~ ~tp.. ..~1 ~ ~ _ ~ \
t l I ~ j~ . I ~I l ~ ~ ,S \ \ S ~ 1 I { ~ ~ ~ µVY ~ ~ ~ r ~K \ WTR
i ~ , l~ 1 CB . P ~ . ~ \ C ~
N15'OB'36"W ~ ! i !
. ~ ~ ~ ~ ~ \ ~ f - - oCAl10N OF EXISTING ~ ~ \ 1. BEFORE YOU DIG, CONTACT NC CALL ONE 1800-632 4949 FOR FlELD L
1 ! l~ ~ ~ i ` 1 .y 1 ' , , ~ ~ ~ ~ o ~ UNDERGROUND U11LJ11ES.
9~ w.. 7. 48• ~ 5 N.....~,.~. „ ~ _ I
N 47 n °`°'°'n; F \ 2. IF DISCREPANgES DEVELOP BETWEEN 1HE PROPOSED GRADES, AS SHOWN ON THE PLAN, AND - - 7 , # - ~R - _ ~ THE EXISTING GROUND SURFAq:, THE CONTRACTOR, WITH PRIOR APPROVAL OF THE OWNER,
~ r' . I Q I ~ s2 .o _ Y MAINTAIN THE GENERAL INTENT OF 1HE _ =yy~__ ~ I l SHALL MAKE GRADING ADJUSTMENTS NEq:SSAR TO
s~ I~ . ~ - ~~''I~ ~ . r • ~ PLAN DESIGN.
~ I ~5 4 ~48,a I.,.I 1"' ~ \ \ ~ 3. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED THE CONTRACTOR SHALL REMOVE ALL ,
I _r / ~ ~ •h . ~ ~ ; \ ` \ ~ ~ UNSUITABLE MATERIALS ANO BACKFlLL WITH STRUCTURAL FlLL
d' I 1,0 4. ALL SUBGRADES MUST PROOF PRIOR Tn PLACEMENT OF CURB AND GUTTER OR Q ~ ! , ~ ~ ~ / ~ BE ROLLED I I r. ~ ~ ~ ,
` I I r I s I ~ I', ~ .PROP SED ~0 ST4RM ~ \ PAVEMENT.
? r . > ~ ' 11 ~ ~ I `w I I I ~ I I ~ ~ ~ ;DRAT EASEMENT , ~ \ / ~ I , ~ \ ~ / ~ S, ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT OR FlNISHED GRADE UNLESS OTHERWISE
II r ' SEE E~ILARGEME`NT 1 1 1~, ~ I I i I I ~ ~ 4 ~ ~ \ - , ~ / i NOTED. I I f ^ I i ~ l \ \
CB 4 .:~M r ~ H 1 W ~ ~ ~ II W `.,I I , ~ ~ \ ~ ~ \ ~ / 6. PROTECT IMPROVEMENTS ON ADJOINING PROPERTIES AND RESTORE ALL DAMAGED ICI
t 1 I ~ I I ~ ~ ! •t IMPROVEMENT'S TO THEIR ORIGINAL CONDITION. I Q \ ~ ~ ~ i
7s6 5 11 x I ~ ~ ~ I I I ~ ~ ~ a WEIR MH 8 N88'09 08 ' 1 / 7. 8LAS11NG IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE qTY OF CHARLOTTE. I I I w I ~ "H! 1
I ~ ~ I o 1 ~ ~ o° S? I I I 2 I 4~. ~ ~ i `,58. ' l ~ / ~ BURNING IS NOT PERMITTED. I ,I I 4 18
1 ss l I ~ or ~ / I ~ • ~ • ~ ~ Ex t;. MATERIALS SH BE PLACED IN LAYERS NOT MORE THAN 8 INCHES AND COMPACTED Tn ~ ~ w. ~ ~ ~ 1a Fql All
~ ~ I t h ~ 1 ! . ~ I, ~ ' ~ ~ NVs OMP Q I ~ ~ ~ \ ~ ASS sy 98fi STANDARD PROCTOR. 1 ~ i _ ~ ~ a
PROPOSED BRICK p ~ ~ ~ jl(} CONNECT PVC PIPE LEADER • ~ ~ ~ ~ I 'fie,, I 1 ~ a I 'fie,, ~ . ~ ~ ~ ` ~ ~ 9. ALL AREAS SHALL BE GRADED WITHIN 0.1 OF PROPOSED GRADE SHOWN ON PLANS.
-..AND...II~iOD•, f ~ i TO RCP PIPE W/KOR-N-TE • , . 0 ~ ~ i ~ ~ ~ l !l 1~
. SCREEN WAIL I 1 I ~~~.r..,•A; h 53, ~ CONNEC110N (TYP.) 11 2 ` ' , ~ . ~ , ~ ` r ~ 10. ALL STD NUMBERS REFER TO THE giARLOTTE/MECKLENBURG LAND DEVELOPMENT FOR I I ,
(SEE ARCH. ~ ~ 1 I . ran ~0'd k~OT>' - Jane ..r, . EBgy ~ 1 ~ i . ~ ~ 1 ~ STANDARDS.
DRAWINGS) J 1 ~ J 1~ use ~ ~ ~ ~ i 9 - • ,ti, 5 ~__i
5 5 ~ ~,1 J 74 L ~ t ~ " ~ ~ 1 EX. 18 CMP 11. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFlC OR BURIAL PITS E PROPOSED ST4~RM W~iTER ~ INV=755,11 ALLOWED IN THE TREE PROTECTION ZONE.
` I J CO •oo _ ~ I 6~• FED ~ E ~ ~ f. DET~IVTION EASEMENIC • r
z ; I I ~o F 1 J CO 15 ~ ~ ~ a;,~ I I 12, TREE BARRICADES MUST BE INSTALLED BEFORE ANY gtADING/CONSTRUCTION AND NOT j ~ ~ ~ I REMOVED UNT1L AFTER FlNAL INSPECTION BY URBAN FORESTER.
' ' ( ~ SEE EIS ARGEMENT o ~I., 3. CO 6 , ~ 0 6 , m I 16 9 , 4~. w' r I
' I I ~ ~ I ( , ~ ~ 2 ~ f- E ~ ' ~ 9 ~ 13. TREE PROTEC110N BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS. ~ Ir ~g~ • r A . ~ y I
~ ~ I 1~ I , _ _ ~E ENLARGEMENT ~ ~ ~ ' I 14. EXCESS TOP SOIL dr RESIDUAL CUT MATERIALS TO BE REMOVED FROM THE SITE SHALL BE
~ 111. 9• C30 'fW ~s ~ 3 ~ ' dSPOSED OF LEGALLY. •162.0 F ~ ~ f 5
v, ~ I 1 ago ~ ~ 0 4 8W 15 y. N I ~ ~ $s,. ~ ~ ~ 1 I Sys'~~. • f 15. BEFORE GRADING CONSTRUCTION BEgNS, CALL 336-4824 FOR INSPECTION OF TREE
` Ir FRIEN ' ' ' ' ~ ~ f ~ DSHIP MISSIONAR ' ` ` . ~ Y PROTECTKN B ICADES BY URBAN FORESTER. ,f a~ H r I BAPTIST CHURC 0' , , , ,
Y d ~kN I ; ~ E . ~ F.. - ,w..; ~ ~ ~ 4 S \ 0 1 ~ TAX ID# 04105117
- o Q I 763, r NOTES 22 '"`"M~ Mw N . I I ~ OO SEE ~ 63• ,.~s.,... ~ r rV r / A PORTION OF 16. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM aF 0.5X SLOPE ON CURB. ; I DEED BOOK . • , I I 08607, PAGE 820
~ I I ~ y CO 14 I ~ J o ~ I I ~ t''''''~'' T. r•'' 17. CONIRACTOIt IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING , 3 ~j
~ _ _ ~ 1 $EE ENLARGEMENT e ~ ff'fi ~ W o I ~ a•3p t C p \ C °•,1.. ~ ~ THAT EX1S11NG UTILITIES ARE LOCATED PRIOR TO BEgNNING CONSTRUCTION.
1 C m E ND 18~ ` ' f ~ 18. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FUG MEN, ETC. AS M of ~I,~.,~~4.._.._.... ~ MANHOLE AT END
° ~ ~ a o ~ ~ III I ? ~0+-_ 15 SD • NECESSARY TO INSURE SAFETY TO THE PUBLIC. ~ -"MH ; I ~ OF EXISTING PIPE
w N \ ~A~ ' ` I ; ~ ' , / 19. SHORINIi MAJ. BE ACCORDING TO OSHA TRENCHING STANDARDS. • 4,j_....762--...... .J j ~ EX. 24" RCP
O vi I I ~~i 619 1• i I I INV=75s.s8 20. ALL SLOPES SHALL BE LESS THAN 3:1.
a o ~ 1• ~ I ~ Nf~I~C._ I i X, ' ~ I T E S~ I ~ 21. 1HERE ARE NO FLOODPLAINS OR FLOODWAYS LOCATED ON THIS SITE.
r7 ar t t ` ' ! 1 I L~, - - i ~ - - - '62 ~
T I I~ I II ~ rn -a i 0 ~ F - i - 1 ~ ~ ARE FOR REFERENCE ONLY. FLOOR ELEVATIONS VARY SEE ARCHITECTURAL I ~ 22. FFE NATm ,
3 ~ 1 77 ~ ~ 30 ~ I I I 11 , i I . _ I I~~.. ~ 1. I~ - _ _ ~ DRAWM~IGS. I I I~ 30 I T'I ~ I' ` ~ I 1.1 II I _
I o (SEE NOTE 22 ~ ) ~ d t w , Ct II II I I•~•. _ I I I I II r CURB IN I I LET III
~F I o ~ I ti I A ~ MH 82 I I - I - -1.... l 0~ATG-762.69 I I Co n ht 2003. All n hts reserved. Panted or
I I H B1 ~ ' ~ » ~ ~ I ~ " p ' ~ 0 ~ 15 RCP •59.04 ~I I I b elec tunic drawings and documentation may not be 15"RCP INV=7 ~ ~ (w) 16 re roduced in an form without written rmission
I I 1 4 B 2 .2 _ w c I _ I ~ II 58.89., SE .I I P Y Pe x I I I I from Gantt Huberman Architects.
~ ~ ~ _ I I Y ~ it a I ry~ ~ e I q IE ,o..... . , I W 2. I y ~'4 \ i s WI I I II I II I I I I I II I 'I. I L... I
. LI I ~ _ _L ~ 1 .30 - - II I II f I i I , ~ I - L~ - LI -
iii .3 I X 8 ~ 0 LI I •I- - 6
x s8 , ,13 r - - _ _ I - I 16 I '
II ~ o IT • ' 8~ I N76' I e ~ SEE ENLARGEME 4 ° ~ ~ 33 ~ ~T CO 12 1~• ~ e5 _ ~ ~ I IT - ? I ~ rien s i issionar i. T I I~ r IT 17
~ ~ 'I'I 1 o III i I I I w 40 I 0 I I _ , I I . z~ I ~ ~ 17 I I I \ q~ II II I1 1. ALL CONSTRUCTION SHALL BE PER THE uTEST EDITION OF THE NORTH
N ~ 7 ~ ..I a is rc I u L...v _ ~ r EX. ~ ~ ..1 URB I ~ ..I G - NLET \ II CAROLINA STANDARD SPEgFlCATIONS FOR ROADS AND STRUCTURES, CITY
p" ~ RATE-766.97 ~ ~ ~ I Charlotte, North Carolina 15" \ EX. 4 PVC T~ 16 OF CHARLOTTE DEPARTMENT OF TRANSPORTATION, AND CHARLOTTE- RCP INV=763.07 (E) ~ INV=765.9 ' ~l I MECIO.ENBURG LAND DEVELOPMENT STANDARDS.
6 12" . E ~ o ~ ~ \ 3
. ~ I ~ x ~ I I , o I I o ~ II . . I I , , ~ W 10 I , I " A 1 I ~ EX. 4 I I I I ~ ` PVC I I - I I _ ~ INV-7 2. CHARLOTTE MECI(LENBURG uND DEVELOPMENT STANDARD REFERENCES: O,~ 66.63 I I
w ~ ti ~ - C I I i I I II w.. I ~I I II I
I BRI ASIN - \ ~ ~ CK CATCH B CMLDS(~20.01 AdrB) .a. z ,T - - - O I BLACK MANHOLE CMLDS(/20.09)
- = y. : 11 II MANHOLE FRAME rr< COVQt CMLDS(~20.10)
o / - ~ L "'a; \ ~ „ - 1 RIP RAP APRON CMLOS(/20.23) 2" \ z o I I
~ / - I _ _ _ , 4:65'.. ~ `::.,r~• _l , _ TRENCH DETAIL FOR STORM DRAIN PIPES CMLDS(~20.25)
rnoo 6. I ~ .I - ' - - ~ BRICK DROP INLET CMLDS 20.13 19 1~ ~
3 s v Q ~0 I ~ ' ~ EX. CURB IN ° N 17 251 G I- a~. ~ „ 27.5 ~ cui
~ U - - ~ / _ - - I GRATE=777,.E ~ - - - • r7 - - G - - ~ - _ 1 15"RCP I - ..._y sc orECUi S
O - - - _ - - -774.03 S _ O ap c. - ~ G: EX. CU • 78'17' amore: rou op _ - ETC - 5.37'
~ O O r....-._- - - - G --G-- --G------ GRA R91NLE U N c0 I I - - - _ _ - G - TE 772.74 E - _ , -I_ 1 .CURB INLET ~ 2: - `"x'24"ST \ '
- - - - 24"RCP INV=767. N N I - - - - ' _ _ - _ G _ - - - - 24"RCP INV=767. GRATE=772.02 - - - - _ _ , ~ aua~ Project Number 533 67.54 24"RCP IN = ~ STORM - -
N ~ - I ~~ti EX. CURB INLET ~CUR$`INCET- _ - - - - _ 0 _ - O.r - - - - - - - - - - '67.49 (S V 766.62 (N) MN ~ EX. CU - - _ 24"RCP INV=766.57 (S) C0 RIM=772,24 I RB INLE7 Title
~ U Q- ~ " I I GRATE=781.22 GRATE=777.52 ~ - - - - _ - - G - - - - • f 15"RCP INV=77$~~2 N - Z w m - - - - _ ~ ,,I 15'RCP INV-777.92 " ( ~ EX. - - - - - - - _ M 24 RCP INV=761.25 GRATE_772.58 - - - - - - - _ _ - - 24"RCP INV (N) 24"RCP INV=76
CURB INLET - ~ - - - - - - p - - - - 8 - - - ~S) 15 RCP INV=73.3 ~ a - = ~ - - ~ I ~ a - _ 2 (W) ~ ~ GRATE=775.17 r - - - - - _ _ ~ ~ _ - - - 761.33 (S) 24"RCP IN = 1.68 (N) ¦ . _ G V 761.73 (S)
O ~ ° - - - - - - > ~ - - - - WjR ° - . - - ~ -'+C"~~ 15"RCP INV=771 ~ F- a~ - v - ° .321 ~ 1 / EX. CURB IN ra i ra na a an I G - LET
- _ _ AB - _ - _ LE _ ~i-- . - UBI - - oErc _ - - ~ _ - _ P c ~ - OETC - - OET - OFD - - - -s ° . - - L I C ~ B NAIL IN POWER POLE RATE 771.63 ~ LIC R ~ W 2' _ 4'RCP INV-7
Y v Tom- ' - - OETC - - - - - - _ ' < _ - _ 3 ~ OET - - - - - . - ~ _ ~ - 60.73 (S) I 36"RCP INV_760.83 (W) I 36"RCP INV=
v ~ G - - - - - - 4= 760.48 (E) Sheet of 15
~ ~ EX. CU I EX. CU - OE7C-----~cOf GRA RB INl ~ ROYAL ORLEANS' AP RB INLET - . -CET - ~ -d 4`°,,
• m ~ rFa Et ARTMENTS GRATE_77 " ~ v 15 RCP 284,?g LLC AND HOWARD NANCE CO 15"RCP 5_46 5, iN V_ 770. CONCRETE ~ ETC _ _ _ _ _ _ 0 40 80 120
.~.>>1.~1 p ~NVr TAX ID 0 66 W v y ~ RCP 1 >>8.g # 3914207 24"RCP INV= O f: „ Q a NV=>7 4 (w~ DEED 09909-283 770.56 (N) WALK (TYP.) FRIENDSHIP MISSIONARY I -.I_ ~ c- a 3SIDNARY <
~ ~ / 8.gg (E 24"RCP INV=770.16 (S) BAPTIST CHURCH p ~ TAX ID 0391 EX. DOUBLE CURB INLET ® ~ ° IURCH ~ GRATE=771,82 ~ ~ ~ GRAPHIC SCALE IN FEET
~ ~ ~ DEED # 4206 02265-557 14206 0 ~ . 36"RCP = ~ r` 74 >-557 INV 763.32 (E) ~ I
~ / J J C~ ~X' 24"RCP IN = ~ ~ • ~ Plate V 763.52 (S) I

O~u~tt Haberman Archibeob
i i
~ I i ` i r GENERAL NOTE& 500 North Tryon Street Charlotte, NC 28202
~ I t 704.334.6436 Tel ER081ON CONTROL 704.342.9639 Fax
i ; ~ ;
' f ` 1. AN 'Std.'. numbers refer to the Charlotte/Madclenburg laid
f , , , ~ l Devebpment Stadards Dual (CMLDS).
~A i i ~ ~ / KfR 0 ,7 ~ 2.On-site burial pits require an on-site demoNtion landfill permit from
the Zoning Adminatratoc This project does not include any on sde burial
of demol~an and/or Bearing debris. (all Bearing and demoGGon
~ / l ' materials are to be removed from the sde and disposed at a permitted location)
~ ~ '
~ / r ; , ~ G ~ ~ , / ; / / 3. M rodi nd the denuded Emits shown on the pbn is a Y 9 n9 b~
I nr~ r F ~ ~ ~ F r F r ti ~ ~ ti~ l viobtion of the Cdy Fiasco Control Ordinance and is subject to a tine.
4. Grodi more than one acre without an a roved Erosion Control Pbn n9 PP
~ ~ ~ / / ' ~ / ~ , e a vabtion of the CAy Erosion Contrd Ordiuance and ~ subject to a
' ~ ~ fine.
~ , 5. Stabilization a the best form of erosion control. Temporary siding is
, necessary to acfikve erosion contrd on loge denuded areas and
~ f / espeaally when apeaf~ally required as part of the construction sequence Civil Engineer:
' ~ ' t / shown on the plan. Wap~ LLp
~ / /I to control erosion and sediment ma be r aired 8731 Red Oak Blvd. 6. Adddanal measures Y sq Charlotte, NC 28217
' I ~ ~d / ~ I by a representative of the Gty Engineering Department. 704-525-0932
/ / ~ N'J ~ ~ ' r°f /
i , , ~ ~ / / railed ro stee than 2:1. FNI ao realer than Structural Engineer: 7. Slopes shall beg Ps Pce 9 td require adequate terracing (CYLDS #30.16). AMOOI~tM
~ / 1309 Amble Drive
1y ~ & A Ian must be submrlted for bt d'wg ezceerfing one Charlotte,-NC 28206 P ~ ~ 704 597 1340
~ ' ~ , / aye which was not inchded in a PAY oPP~ 9?~9 P~• Mechanical/Electrical Engineer:
/ t', / / 9. Approvd of th~ pbn is not m authoraation to grade adjacent T~bot i ANOOYb~ E~INw
/ / properties. When field cerd'ib'ons wonant off sde grading permisstion must 916 West 5th Street
' ~ • ~ / ~ , ~ ~ be obtained from the affected property owner. Charlotte, NC 28202 704-333-3312
~ " ~ % 6 / 10. AN graded sbpea moat be seeded and mukired within 15 days. NI Food Service Consultant:
/ other aeon witiin 90 days. Refer io Erosion Control Or6rance far EINbh
oddiltional D~dp1 f3?cuP 7525 Dom Circle
r Y~ l i' ~ l Charlotte, NC 28212
~'~r',l ER091ON CONTROL 704-531-7362 OONBTi~JCTION SEQUENCE
~ , ~ 1.Obtrin Grad'mg Pbn Approval from the City of Charlotte Engineering
~ ~ j I DBpOfhnetrt ~~„i urn i
~ ff - /
/ ~f'~ / 2 Set u ~ on-sifts carretruction conference w'dh Eroson Control P Pro- F ~~!~~y of the C ineeriry~ ~y~}~ 336-42561 to d'uuwss
,l d eroaon control measures. Fa7ure to schedub such conference 48 hours EAL f ~ "
~ ~ti.~ i , 1 r~ ~ ~ rte, to a bnd d'wsturbi ac " b o vitiation of Cha r 18 of the 026781 P~ nY n9 Pth ;
p ~ ~ ~ / ~•w ' 3r ,'l ~ ~ ~ rl ,r I _ Crly Cade and ~ subject to fine. ' . v~'•.F' Q;•
W..~ ~ ~ t ~ 1l ~ ~ • y •.NGINE~• ~ ~ D~ 3. Contractor to inetaN mft fence, inlet protedial, construction entrance,
~ ~ ~ T . ~ ~ ad temporary sedrnent bash/retention bean, Clearlrg Only as necessary ~p~~~~~~ii~~~~~~,
~ ~ < . . to astoll these devices. The wet detention basin wiN be used l~ P ~
~ ~ 1 ~ ~ ~ ~ os a temporary sed'unent basin durlng oorudrudion, and shall be deor~d
1 out pria io use os o wet detention boain. Drawn AMN
HqC ,f i ` ~ ~ • 4. CaN 336-2291 for on-site in incerl bspecior. When Checked JMM by ~9 n9
approved, Engineering Inspectors issues the (;ro6ng Permit Begin deorlng Date December 10, 2003
x_36 W ~J' , i t ~ ` ~ ~ ~ ~ ,y ad gnrbbing after pemit issuance. Revisions
~ i i 8.50' ~ ~ ~ ~ ,t l ~ sr 5. katoN 36 storm ss Pi irg from offsite. F~n9 may be bYPa P
; constructed to the final tie-in bcation at Coleman Kerry Drive without
' p,N l~ v ~ ~ , i~ i~ . ~ ..W~,,, any temporary d'rverslon to the sediment basin. FRIENDSHIP MISSIONARY
I ~ ~ v, 1 v~ ~ ~ BAPTIST CHURCH 6. Install on-site storm sewer as shown. Protect inlets with inbt filters
A P TAX ID# 04105117 ~ a other measures as shown on the pons. ORTION OF DEED BOOK
r ` 08607, PAGE 820 ~ „
E ~ E ~ , ~ ~ ~ ~ 7. Begin construction of building and parking areas.
l ~ ~ ~ ~ ~ • I 8. The contracts shah dTigently and continuously maintain aN erosion
111 control devxxs and structures to minimize erosion. The contractor shall
~ ~ ~ ° / / maintain dose contact with the C'dy of Charlotte Erosion Inspector so
~ ~ ~ _ r that ~ i 'ors can be rfonned at appropriate stages of _ / / ~ 6 Ps ~ 1 ~ Y . ~ ~ COAStNdlan.
~ f t ' 1 ~'1N ~ \ • - ~ 1- ,l ~ 9. Statiize srle as areas are ht to finehed rode with ,
_ - . ~ ' i ~ ~ seas within fiftcen 15 of ,x~ ~ , ~ _ _ ~ ~ \ pavrug, etc. Seed and mulch denuded ()days
- / / ~ \ oampbtan of any phase of construction. ~ / i
~ ~ ~ ~ f Q ~ . / ~ \ B \ C ~'1 ~ 10. Sediment basin to be converted to ataarized ratenbon basin after all
1 r ~ f ~ ~ ~ » \ ~ disturbed areas have bin stat~ifaed. Remove sed'aruent basin riser ~ P~ r ~ \ ~ and anchs, and repbce with retention outlet atrudure.
80.00' ri ` . ) t r., r, ~ ~ ' . ~ r r , l~ ~ t ~ z ~ ~ ~ ter`
~ , -fir ~ ~ ~ ~ ~ \ • ronunral of eroeon ~ co \ 1 mate with Erosion Control Inspector pna io k;~,~ ~ ~ ~ ~ 1. Coal'
1 f r ,t r .a..., rr ~ ~ , _ ~ ~ 1 control measures.
~ ~ ~ ~ CONSTRUCT ~ 1•.a.,,.,w~~ . `1 ""j• . _ - \ l I 12 All erosion control measures shall be constructed ur aaordance w'dh
~ •6~, 'r.~~ 1 ~ 0 r TEMPORARY ~ ~ ~ ~ • S `r- ..RICER PIPE ~~~w t. '~~,T y~ ` f "^wµ. i f r• ~s 2 f f r,, ~r .7 "•"3.++. ` ~ , ~ •i. ~ + the N.C. Erosion and Sediment Control Pbnri and Desrc~ Ifanual, U.S.
~ • f- •1 ~ X58 ~•5,...4 } w • r ~ ''r t • f 58 AND'~6'ARIZEI_ f t ; r~ t.. ,r ~ ~ ~ ~ Dept of Agriudturo, Cdr of Charbtte Erosion Control Orarance, and the
~ 11 )g. ~ . ~ CNILDS . n nil t Standards ~ ~ Charlotte Medde burg la Developmen ( ) r ~ t ~ ~ I
~ • r. ..a f,"..~ ~ . ~ { ~4 MP R ~ RY R'~ER E ~ r
0 ~ ~ ~ \ / # , fit., ; ~ ~ : ~ f,r SITE DATA
• ; f(r s ~ ~ r~•: X30 r DIM , T BA IN r~ \ ~ i { ~ t r1 } \ , r r ~ ~ ~ ~ Subdnded property: 9.275 Ac.
f ~ ~ ~ ~ d s 1 E ~ ~ ~ ~ of ~ ~ ~ ) { , r ~ ' , ~ , r•~ / ~ ~ Total .102.38 Ac.
1 .,1 f ~ ~ ~ , , . ~ r ) ~ ~ I ~~f ; ~ ~ ~ Denuded Area: 8.28 Ac. ~ ~ l I ' ~ ~ ~ 1 V l 'r Wetbnds. None
r I ~ ~ ~ , ~ i v / t~ ref t( t~• 1 i t
~ ( ft f ~ ~ ~ ~ 1 ~ i SCS Sals: Ce82 Cecl sandy ckry loam 2 8X (hydro group - B)
t 's t ~ # jj ~ w 09 t ~d. ! I ~ 08 I ~ CeD2- Cecil sand cl kam 8-15X h tiro rou - B
r ti~ Orr ~ i \ 7 I. f) 1 ""r 4 " .y,~.,, ~ `4 t, t ~ is ~ ~ r :58.18 Va8- Vance eon kwm 2-8X ro ou - C `^w ~ 1 ~
' t . G. ~ I .........w.... 41 \y , M" ;r.. a ~ { i( 3fy r ! f t ~ ~ w~„'~ ..w ~ 'r ~ fk y CuB- Coal urban bnd bx 2-BX h ro group = B) t •~M~„w,.;' ~ s s ~ ~ ~ ENV, IMF Ur- Urban bnd can
1 •
~ ..,.,~„4,~ 3
II ~ ~ ,I
r 1 ~ f ^7 ~ 5 t ^".r,~,,, `wow. ~ { ~ cif....,:.. r ` ~ / ( ~ " : '~t fl f { ~ SEEDING 8CFIEDULE
~ ~ I f .r^ ' I + ~ {(~p f(• /6e•. ` \ 3 1' : 't _ 4 M"`, "r`~'.,,•„ { """'r`.."•"". A.
~ f'iiii I J J4 i 11 y~ ~ 1.. +r. ~ I 1 y i ~ y : ~ { ; , ~ K-31 FESCUE AT 300 lbs./l~RE r ~ { ~ r ~ ~ i~, INV=755.1 s E { { { ~ 1 • RE OF ANNUAL TYPE
~ I l ~ ( t 1, } I r I t > I l ~s-- _ ' i ~ ~ 1 i 2 ~ I r t ~ J S,z -~~•~u...ti„ f ~ { r 1 / ADD 30 lbs./AC ~
. ~ ~ ~ ~ % 1 ~ ~ ~ FERTILIZER: 10-10-10 AT 1000 lbs./ACRE ~~.w . ~•w~ww ~ ...a,~ 1. F ~ { • .
m ~ r! ~ , ~ (1 •t \ ~ f f ~ / ~ IJME AT 4000 lbs./ACRE
µ .~,~„~~~ri,;,~~. ~ ~ ~ ; p ~ II t STRAW MULCH AT 1 2 TONS/ACRE
w~w.... f . I !"w)~ ~ ' ~ EMULSIFlED ASPHALT AT 224 al. ACRE
. ~ ~ ~ ! ~ ~ « ADD 500 lbs. ACRE OF 0-20-0 SUPERPHOSPHATE r , ~ ~ / - 5
~ r , ~ ~ v I 1 ~ N ! ti ~ ~ 1,,r , .,....."W„ • ~ t. '1"r' ` ~ of N II FRIENDSwIP MISSlO ~ CONTRACTOR SHALL PROVIDE w.,, ~ww
~ I .....•.w . ~ , ! 11• „ w gyp, , I BAPTIST CHURC Y .-.:V,-w.. w , , ; ~ I w PERMANENT S®ING FOR ALL DISTURBED AREAS
~-....~....,Y,~.,,.,~,,,,; ; , T ~"~~""'~SS , ~ o ~~v TAX IDS 04105117 UPON COMPLETION OF CONSTRUCTION ACTMTIES. J ' r~,~,. { ,W,,.Qp.,~ M ~ ~ A PORTION OF .K,..,,,w.,,,, r"••~..:_,s:.. ~ , j DEED BOOK
t l s 3 0 I ii ~-I• ~ ~ 1 I - ~ 1 08607, PAGE 820 ~TANDARD REFERENCE8
~ ~ I~ ,~r ` fir.. x • : I 1 1 ~ ~ ~
~ f f ..~..•.•w...,•.....••..,~.,, 9 1. A~ constructan shall be per the latest eddu>n of the North Cardmo ~ ~ ~ ~ ~ f R sand Structur of Charbtte
3 M ~ I '~6 1 ~ 1 1 ~ ~ ti ~ ~ l ~ ` . M„ t p ~ Stalldord Specificatans or oad es, City . `,e ~a ; I, Y,..__ 16 1 of Tra an, and Charbtte-Mxkknburg land Devebpment ~ nspoHat
a III ~ # 1 ) ~Y• w.-•.•-~•••_..•..........•.•.,,,.,,•„•, ref ',"~'..,,M ~ Standards.
I ( 1 i~ ~ + 7 ~ r MN f \ ] t o I ! f ~ I ~ k. _ .4,j.. _ = EX. 24" RCP nt Standafd raferanCes: ...162-~'. _ l „ - 2 Charbtte-Ileddenburg land Dew~oprtle
~ I ~ . f I Q t ,I I f ~ ~ I INV-7,6.68 / _ ~ IEMPORARY RISER TYPE SEDIMENT BASIN CMLDS(~30.01)
f I ~ ~ ~ I• I ~
~ ``4 I r ~ ~ t I ~ f• • ~ TEMPORARY ALT FENCE FOR HIGH RISK AREAS CMLDS(~30.06) c _ ~ _
I I r• 'e,. ~ , I f ~ , ~ y w... , - !wa 16 ~ ~ STORM INLET SEDIMENT PROTECTION CMIDS(~30.08) .aaaawr ~ _ _ STABILIZED CONTRl1CT10N ENTRANCE CMLDS(~30.11A)
• ......L.~_ • I I I + ~ ~ 1 ( 1 ~ II. ~ I ~ ~ . , 1. 1 ~ ( 1 i I I.. T~I 3a I -7 1. i I I i II !
~ l~ I - I, l 1 ~ ~ I f ~ II I~ _ I i II 1 I URB IN ..._1......4.--.... .
0o a w l / I. GIGe~6 8 .r' r I I f G[~it'T!'s .,762.69 I ~ ~ I Cop ght 2003. All nghts reserved, Pnnted or 1' f b- ' ~ I el ronic drawings and d~umentation may not be INV~J,$9.04 (W hl 6
w l i I f, I I I`,, I 15 INV= ~ ~ I , 1 reproduced in any form without written permission 158.89., SE .I ~ I
w I ~ ~ l" c I t 1- l # I II I • I f ~ f ~ l I - r ~ 1. 1.. c ~ # i Y ~ r , x I I ~ from Gantt Hubermon Architects. I I I I ~ WI I. I, I I. ~ i
f Q I E• ~ i U I I I I~ ~ I I II I I I I II' L. I .._I ~ If I I
, I I T,.M ~ ~ - - - - I. f' ~ I I I I .h - LJ , _ _ _ - =L _ _2 ~ I - L.I
•3 ' w ~ 1 I ~ ~ - a~ m 4 ~ ~ , ~ - - r ~ r' ~ I 1-I _ I C. I - - I I 166 I
I x 38 ~ ~ T I I - - i~I I ~ i inr rinse ssoa e
I a r J I I ( •1 .i ~ 33 r ' ~ I L......_..... f ~ r ~ ~ I ~ ~ I I I z~ ~ ~
I r I o II 14 4 ~ I I w 0 I `4 r , r I I I y • ~ ~'-"7-~~ UTILIZE E 7 ER0810N CONTROL LEGEND I q~ II I~ . I I II 1~ i ? I a is rc u I ~...I
, c~ ~.t,, ~ ,rrr ~ ~ DRIVEWAY FOR . I I r ~ EX ~ . CURB I ~ NLET ~ II GRATE=766.97 I • ~ I ~ ~ TEMPORARY SILT FENCE Charlotte, North Carolina
0 3 y 'r rr ~r~ r t E .o STABWZED 15" \ EX.'4"`PVC r 16 ~ RCP INV=763,07 (E) INV=765.9 ' ~ ~ ~ ~ ~
z4 r2,,:.. ~ r , , 1 E N U TI N ENTRAN(~ :NTRANCE \ 3 I CONSTRUCTION LIMITS/DENUDED AREA ~ Ex. " I f
, I I 4 PVC I I I I IN = I ~ V 766. 0~ 63 I ~I
~ ET c, " +7 ~ "ti4 •,tD U ~ ^„`rr•~' f :4 'nx.^' r,A, t ",+^'^N^"': "7 ~ 7- T ~ I I I STABILIZED CaJSTRUCTION I I I I I I . II i \ ~ ENTRANCE
rte',` - - T --r - 30 ~ ~ I
Q O y , . _ ~ - I • STORM INLET SEDIMENT PROTECTION
~ . ,r. { QE7 ,.-....I ,,,2„
- - - SOIL TYPE BOUNDARY
o O Q I 3 _ ~ ...v..•...._... •...M.....w .............W...••..... N1T2519 ~ L-'
EX. CURB I - ..~..~....V......~.,.. 27.54 " „ j
- / _ - GRATE=777,.@ J _ ._....V...n. . ~ S78'17 00"W
r7 ~ - - - G=-_ - - - i 15"RCP I ;7 N - - - - - G - - - - - , N~ 74.03 (S) ' p p ~ J r- - ~ - . _ G - - - - _ - ~ ' EX. CURB INLE ,
~ O ~ ' -2~~= I c,,' - _ _ G ~ - - - G - - - - - - G _ _ GRATE=772.74 4 .CURB INLET • ""„'24" ~ ' G 72"'" STM - ~ - - - - . - ~ - - - - - - - - _ _ - _ Project Number 533
/ '1 - - - - - - - - - - PINV-767.54 _ - - - - 167.54 RATE 772.02 r67.49 (S 24"RCP INV=766.62 (N) ~ .STORM MN ~ E
a~ ~ ,'I~ I ti E FK.`CUff9-"INCET- ` - - _ _ _ _ G - - - - - - - _ _'"'=~.''°--..T - CP INV=767_49 (S X. CURB INLET p - - G - G - _ - GRATE=777.52 G - - - _ ~ U Q• I I GRATE=781.22 ' - - - . RIM 772,24 X. CURB INLET Title - ~ 24"RCP INV=766.57 (S) rc9i I GRA =
g _ 15"RCP INV-77$42 N EX • • Z w m - - - ,I' 15"RCP INV=777.92 S • CURB - - - - _ 24"RCP INV=761.25 TE 112.58 - - - - - - - _ - - - _ 24"RCP IN ~ (N) 24"RCP INV=761.6 - - - - = C~ - - - V~761.33 (S) 24"RCP IN = 8 (N)
p _ _ _ - - 8" FR_ - INLET 15"RCP INV=73.32 (W) GRATE=775.17 ~ - _ G V 761.73 (S) r n ntr0 an
o ~'r -WTR °d.- _ - - -L+- J' 15"RCPINV=771.3• 6 --4-•- 71 ~ 1/ ~ ~ - r_ E V L r _ - ARI N - _ AB ~ o. - - LE EX. I CURB INlE7 g NAIL IN POWER POLE GRATE=771.63 ~
- _ PU _ _ - - OETC - - - - _ B L - - - - oE~e'y - - _ ~ o I C c -o - OETC - OET - - 0 - , - - ~?'a. " I, 3 Y ~ - - - - OTC` - - - - - OETC - - - s.. - : - R LI C I YV 24" _ Z RCP INV-760.73 (S) j cwLL
0 U _ _ - _ - OE~O. _ ° _ _ ~ 36"RCP INV=7 36"RCP IN = 0.83 (W) f s~o~o~o do ,
J / I I • '~s,,M ~ ~ a - OC I c~~, - - - - - OETC----_It.01 Sheet of 15 ~ , - I
N EX CU I EX. CURB IN ROYAL ORLEANS'APARTM G LET " m ~ GRAS RB lNIET ENTS RATE=775. ¦ ETC - - - - ~ ~ ~
LLC AND HOWARD NANCE CO 15"RCP 46 ui O ~ 15 RCP 784'29 iNV= - 5' CONCR ~ 1NV, TAX ID 03914207 24 RCP -770.66 WA oErc - _ _ _ _ }aoa-as-,ao 0 40 SO 120 . ~ - - ~ } AVOD lrrLtrY ~"W _ - ° ' ° DAMAGE I, ...1.. ~ TC- °
0 S"RCP >>8. N F a ~ n. 1NV~7 94 (W DEED 09909-283 V 770.56 (N) (TYP.) RIENDSHIP MISSIONARY ~ Q 18,89 ) 24 RCP INV=770.16 S BAPTIST CHURCH SSIONARY < EX. DOUBLE CURB INLET ~ °
~ / (E) TAX ID 039 1URCH GRAPHIC SCALE IN FEET GRATE=771.82 ~ Y 314206 0 ~ .
~ ~ DEED # 14206 ~ ~ / 02265-557 36"RCP = ~ ~I 14 ~-557 INV 763.32 (E) ~ l
J J C7 ;X 24"RCP - ~ L. J Plate INV-763,52 (S) ~

/1~\
500 North Tryon Street Charlotte, NC 26202
704.334.6436 Tel
704.342.9639 Fax
100' MIN, GENERAL NOTES PUBLIC STREET
1, A STABILIZED ENTRANCE
PAD OF WASHED STONE OR EXISTING
RAIL ROAD BALLAST SHALL GROUND
BE LOCATED WHERE SOIL STABILIZATION
TRAFFIC WILL ENTER OR FABRIC UNDER STONE
LEAVE THE CONSTRUCTION 100' MIN. SITE ONTO A PUBLIC
2. FS~L'FABRIC OR COMPACTED w
R RUN STONE MAY BE r J ~ CRUSHE USED AS A BASE FOR THE ~
z CONSTRUCTION ENTRANCE. ~ ~
3. THE ENTRANCE SHALL BE ~ MAINTAINED IN A CONDITION ~ ~
WHICH WILL PREVENT a Civil Engineer:
TRACKING OR FLOWING OF - Woolpert LLP
SEDIMENT ONTO PUBLIC 8731 Red Oak Blvd.
STREETS OR EXISTING Charlotte, NC 28217
PAVEMENT, THIS MAY REQUIRE 704-525-0932
PERIODIC TOP DRESSING WITH Structural Engineer: ADDITIONAL STONE AS IOnp/Oulm ANOOI~tN
CONDITIONS WARRANT AND 1309 Amble Drive
REPAIR OR CLEANOUT OF ANY Charlotte, NC 28206
MEASURES USED TO TRAP 704-597-1340
SEDIMENT, Mechanical/Electrical Engineer:
TS MUST BE T~bot ~ ~ 4, ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREE 916 West 5th Street
REMOVED IMMEDIATELY. Charlotte, NC 28202
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A 704-333-3312
PUBLIC STREET,WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH Food Service Consultant:
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD, NO. 30,11B, HebM~ ~ ~uP
STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL 7525 Dom Circle 6. SOIL Charlotte, NC 26212
BE USED, 704-531-7362
~ n~,,
0
L 26781
TABLJZED CONSTRUCTION EINTRANCE s 3
csos CMLDS 30.11A q ~.NcIN~~~ ~,c ~ N.T.S. ~ D
S M. M~ l
Drawn AMN
Checked JMM
Date December 10, 2003
Revisions
SILT FENCE
N
20 D STONE #5 WASHE F~0 0~
~W 6 MIN F~ _ - ~
12" MIN. - - _ _ _ -
- 'l~ _
i = I - ~ _ ~ ~FILT FAB IC SKIRT
- IN 6 OF 5 STONE
3'-4' - _ - - _ _ I
#5 WASHED STONE l r
SILT FENCE = I - - i 1- ~
SECTION A-A
~ .~:S:i:i':=::. . . ~ ~ GENERAL NOTES:
a x
\ ~0 1. SEDIMENT SHALL BE REMOVED AND TRAP
A A RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE
PTH OF THE TRAP. DESIGN DE 2.
:~Ei VED SEDIMENT SHALL BE DEPOSITED IN A REMO
SUITABLE AREA AND IN SUCH A MANNER THAT IT
0 3. WILL NOT ERODE.
°o~~,o~°° o,o~c :~:ke~~~
TuG CTRIICTIIRF CH01 I RF IN4PFCTF~ AFTER
II IL V11 i. .rr rr ...r. .
4, EACH STORM EVENT AND REPAIRS MADE AS ~ NECESSARY.
CONSTRUCTION OPERATIONS SHALL BE CARRIED
S. OUT IN SUCH A MANNER THAT EROSION AND
AREA WATER POLLUTION ARE MINIMIZED. STORAGE
CATCH BASIN
THE SEDIMENT TRAP SHALL BE REMOVED AND PLAN VIEW THE AREA STABILIZED WHEN THE DRAINAGE BASIN
HAS BEEN PROPERLY STABILIZED.
g TECTION STORM ISLET' SEDIMENT PRO
S 30.08 ~sos N.T.S. CMLD
`E
A
01
M STEEL OR WOOD POST
O O
N
VARIABLE AS DIRECTED BY THE ENWNEER FILTER FABRIC
r U (6' MAXI)
N ~ : ~ ~ ~Q
DATA BLOCK ,OCK ° ~ ~ S~ ~
~ RISER eA~Ra wpm. D S Y H »EOl~xr DEWATER Y H I L >ji011At~ H0~ ° ~t
DIAMETER DNMEIER SLOIE 0 ShACNiO Copyyright 2003. All rights reserved. Printed or
a 18' 12" 1.oox MIN. 10' 30' MIN. 7.~0' tropic drawin s and documentation ma not be ' 5.40' 10' 12678 CF 3 4~ elec g Y 7.40 ~10' 6" O.C reproduced in any form without written permission
a~ from Gantt Huberman Architects.
C ~ ANCHOR SKIRT 6" MINIMUM
Y U _ IN LIEU OF BURYING SKIRT, 6" OF
~ NOTES: y 5 WASHED STONE MAY BE USED I~
x 1. THE RISER/BARREL SHALL BE DESIGNED TO CARRY Z 0 CARRY Z-YEAR STORM o • OVER TURNDOWN.
m R GENERAL NOTES 2. SEE STD. N0. 30,03 FO issionar psi rie
v~ ~ a GENERAL NOTES: STEEL OR WOOD POST
~ o " rc a is u 1. FlLTER FABRIC FENCE SHALL BE A MINIMUM OF 32 IN
0 WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH Charlotte, North Carolina
m ~ 1' F 1' F 12" STAY SPACING, ILTER FABRIC 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO Z
3 ~ TOP OF DAM - REMAIN FOR A PERIOD OF MORE THAN 34 DAYS. ~ ~ H wAT~R ~ " ~ ~ OQ
a M ST l FOR LENCIH SPILLWAY DESON ~~'WA1ER O SPILLWAY CRE 3• STEEL POSTS SHALL BE 5 -0 IN HEIGHT AND BE OF THE o ~ ~ Sv
M U TRASH RACK IS OP110NA1 O REMOVABLE y: p« « MAXIMUM SLOPE, OR AS INDICATED SELF-FASTENER ANGLE STEEL TYPE. a IS oP1toNAl 1 ~ 11 ON THE GRADING PLAN 4. WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO ° Fti
c0 ~ ~ FOR EASE IN MAINTENANCE. CE.
O 0 ~ WELDED TO CMP RISER E 4 INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
o rn j TRASH RACK U ~ O RISER CREST SH RAGK TO WOODEN POST WITH NOT LESS THAN ~9 WIRE STAPLES 1-1/2" LONG.
I~ U 5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT ,
(ri ~ ~ > = CMP PERFORATED RISER ~ p) O SEDIMENT CLEAN OUT ELEV. ~A1ED FENCE IS USED ADJACENT TO A CHANNEL, CREEK OR ANCHOR SKIRT 6 MINIMUM RIP-RAP APRON POND.
o O Q (Rff. NOTE-3, STD. N0. 30.03) 5 WASHED C U NE FlLTER :R OR CONNECT PIPE TURN SILT FENCE UP SLOPE AT ENDS. MAINTENANCE NO
C I ~ N TO 51RUCTURE A5 6. FlLTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH INDICATED ON PLAN 7. FABRIC USED WITH WIRE MESH MAY USE 8~ CENTERED 1' IMPALE. ANY
~ p ~ CLEAN OUf RAINFALL AND AT LEAST DAILY DURING PROLONGED RA ascHARt;E PpE BARREL POSTS. REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
O O p N STAKE M N O N g, ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT CTIVE PRIOR TO Project Number 533
U Oj BOTTOM OF BASIN WITHIN 5' WHEN GRADING IS ADJACENT TO SWIM 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFE FENCE ( ) OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
BUFFERS OR WETLANDS REFER TO SWIM BUFFER THE END Title ( NECESSARY THE FABRIC SHALL BE REPLACED PROMPTLY. GUIDELINES). ~ SHOULD BE REMOVED AFTER EACH STORM
E a , : r• . o w o . a, 3. SEDIMENT DEPOSITS 11~r0 ~ S ros~on g, IN WETLAND AREAS, FENCE SHALL CONSIST OF WIRE MESH EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH
z m 0 ~ Q CONC. ANCHUR ANn-SEEP coLUSS FENCING AS NECESSARY AND BE ANCHORED WITH ~5 APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT
BASIN ~1: 18' O.C., LOCATED NO CLOSER THAN 2 TO PIPE JOINTS WASHED STONE. DEPOSITS REMAINING IN PLACE PRIOR TO THE ANY SEDIMENT
N S F~ N s ,c ~ DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS
c 0 U REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING Sheet of 15 GRADE, PREPARED AND SEEDED.
1, ~ L~
J ~ } N TEMPORARY ~ TYPE BEDNENT BABN .m ~ ~ TEMPORARY SLT FENCE KENT BARN
o~ csoa CMLDS #30.06 N.T.S
w o ~ N.T.S. 0 1 ~ CMLDS X30.01
Q d ~ N ~
~ ~ O Plate
T (n /
J J C,7

I
¦ Gault I~ubernren Arcl>~ect>~
500 North Tryon Street
Charlotte, NC 28202
1. CONTRACTOR TO COORDINATE WITH CMUD AND PAY FOR TIE INTO EXISTING 704.334.8436 Tel
WER LATERAL 704.342.9639 Fax SANITARY SE
GRq ~
MqR / i KfR ~ / 2. CONTRACTOR TO LOCATE LATERAL CONNEC110NS TO BUILDING PER PLUMBING PLANS.

3. 6" LATERALS TO BE INSTALLED AT MINIMUM 1.07 SLOPE.

/i i 4. MATERIALS AND INSTALLATION PER SPECIFICATIONS AS APPROVED PER
r~ / ~ r /i CMUD AND PLUMBING CODE REQUIREMENTS.
r r~ r~
r
/ri / ~
ri/ r BANRARY CLEANOUT CHART
~ i/ r
i~ / / STRUCTURE INVERT PIPE SIZE PIPE LENGTH SLOPE TO NEXT CO
~ r, ~ r CO 1 758.50 6" PVC 12' 7.40%
~ / r r GI 2* 752.61 6 PVC 29 7.407 Civil Engineer.
r i~ / r CO 3 756.00 6" PVC 20' 2.507 W0 ~
~ r i~ r ~ r " 1 007 MIN. 8731 Red Oak Blvd. CO 4 755.50 6 PVC 29 Charlotte, NC 28217
~ ~ rr " 704-525-0932 CO 5 755.20 6 PVC 90 6.337
~ CO 6 749.50 6" PVC 55' 6.367 Structural Engineer:
CO 7 746.00 6" PVC 80' 1.007 MIN. prp/p~
~i CO 8 745.20 6" PVC 80' 1.007 MIN. 1309 Amble Drive
i 6" PVC 69' 6.387 Charlotte,-NC 28206 CO 9 744.40 704 597 1340
i ~ 740.OOt 6" PVC CO 10 Mechanicol/Electrical Engineer.
/ v / ~ MATCH EXISTING T~bot ~ ~
/ ~ / ~ ~ * GREASE INTERCEPTOR, SEE PLUMBING DRAWINGS FOR DETAILS 916 West 5th Street
/ • Charlotte, NC 28202 704-333-3312
/ i ~ / Food Service Consultant:
~ / / H~'bM DNI~n Qroup
/ 7525 Dom Circle
/ / Charlotte, NC 28212 704-531-7362
~ ~
j 1~~ uii
¦ ~ ~ O
I ,~~y 0
II y lI I
I I
11 1 ~ I 1, ALL TAP FEES TO BE PAID FOR BY CONTRACTOR. S . ~ o2s7a1
SPONSIBLE FOR ~ ; 2. WATER METERS INSTALLED BY CMUD. CONTRACTOR IS RE ~ ,F
I ~1 ,NGINE . COORDINATING AND PAYING FOR INSTALLATION. ,,9,y ~
l y 1 fs M. M~~ G
I I ~ ~ ~ Il I ~ , ~ FN ~ ~ ~ ~ 3. CONTRACTOR TO LOCATE T1E-INS TO BUILDING BASED ON PLUMBING PLANS. l
~ PK l IN Nql~ II u ASpyA I ~ ~ ~ ~ 4. INSTALL FIRE PROTECTION SYSTEM PER FlRE PROTECTION PLANS. Drawn AMN
~ ~ ~ ~ ~ \ Noy. I I r , ~ ss'ss^w 1.5" IRRIG 110N ~ 20 " E ANALYSIS AND Checked JMM 5. THE 8 FIRE MAIN MAY BE REDUCED IN SIZE BASE UPON TH
I SAN ~'S ~ ~ ~R4CK FlELD CONFlRMATION OF FLOWS ENDORSED BY THE FlRE SUB-CODE OFFICIAL. THIS Date December 10, 2003
se. METER ~ I I , ~ ~ ~ I , ~ "~r.,. INFORMATION WILL BE CO-SIGNED AND SEALED BY THE LICENSED PROFESSIONAL Revisions
1 ~ ~ ~ ENGINEER IN NORTH CAROLINA WHO DESIGNED THE BUILDINGS' FlRE PROTECTION
FRIENDSHIP MISSIONARY SYSTEM'
~ / SPA I ~ ~ ~ BAPTIST CHURCH TAX ID# 041D5117 6. MATERIALS AND INSTALLATION PER SPECIFICATIONS AS APPROVED PER CMUD AND
A PORTION OF DEED BOOK CODES. oaso~, Pq~ 820 / PLUMBING
~ _ ~ ~ ~ 1~~ ~ ~i
s ~ ~ ~ ~ . r rrr 7. ALL 4 DOMESTIC SERVICE 1MLL BE REQUIRED TO BE ABOVE GROUND WITH
u I ~ ~ ~ ~ kK ry~~,~ ~ ~ ~ ~ ui REDUCED PRESSURE PRINCIPLE ASSEMBLIES. /
T ~ ~ I 1 IYA ~ ~ ~ ~ u ~ I l 2 RP FOR IRRIGATION LIN ~ ~ ~ ~ ~ \
~ ~ , ~ tW ~ o~ 1 II ~ I z ~ 1 l SEE WATER DISTRIBUTION ~ ~ \ 8. EACH CMUD REQUIRED BPA IS REQUIRED TO BE TESTED BY A CMUD APPROVED
N o I rya CO ~ ~ ~ rv u o 11 NOTE 12 1 ~ ~-1_ ~ N ~-~L~ I ~ 1. ~ ~ o I 1 ~ ~ I ~ ~ , s ` CERTIFlED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
~ k 11 ~ _ , ~ _ i / ~ \ ~ LL BE NO TAPS PIPING BRANCHES, UNAPPROVED BYPASS PIPING, , _ _ - . ~ ~ ~ 9 THERE SHA ,
2 Q ~ ~ Q ~ 1 l ~ ..I - - - ~ ~ ~ ~ ~ THER WATER-USING ~ ~ ~ - _ _ . ~ ~ HYDRANTS, FlRE DEPT. CONNECTION POINTS, OR 0
1 Zp~ ~ I S ~ l l "~I M 1 1 K ~p ~ ~ - - - ~ \ ' _ - _ ~ ~ ~ APPURTENCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND
1 I ER y~ ~ 1 I IgNC ~ ~ .O \ / P ~ ~ IT'S CMUD REQUIRED BACKFLOW PREVENTER.
II E) N15'OB'36"W I CO 9 1 - C - ~ ~ ~ ~ "
I I I I " 1 _ ao.oo' I 1 4 RP FOR DOME C \ ~ ~ SURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY RP ~ 10.4 REDUCED PRES ( )
I ? ~ LINE (SEE WATER ~ ~ ~ I INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE PER CMUD ~ ~ TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER.
11 l ~ DISTRIBUTION NOTE 10 : w~`~~ ~ , I REQUIREMENTS. ENCLOSURE ( ) \I
1 ~ ~ ~ ' \ ~ ~ ~ - - _ VALVE BACKFLOW PREVENTION ASSEMBLY DCVA INSTALLED . ~ - ~ 11.8 DOUBLE CHECK ( )
~ 11 1 I ~ ~1 \ - - ~ -ROUND WITHIN INSULATED ENCLOSURE PER CMUD REQUIREMENTS. ~ , ~ _ _ ABOVE G
I I 11 CO 8 \ ~ ~ ~ ~ ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER.
I ~ ~ \ \ \ / ~ ~ ~ A "
111 " ~ 8 DCVA FOR ~ \ ~ ~ ASSEMBLY RP DCVA FOR ~ ~ \ ~ ~ 12.2 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ( )
1 II ; . <; FIRE LINE I .ti. j ZE LINE ~1 \ \ INSTALLED ABOVE-GROUND WITHIN INSULATED ENCLOSURE PER CMUD \
(SEE WATER r f I ~ / RE UIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER. EE WATER \ \ ~a ~ Q ( ) \ ~ /
' DISTRIBUTION I " j I 1 s P1~C ss aTE 11 STRIBUTION \ \ ~ \ / \ ~
r N I ~ r LATERAL r? \ 20 S.D.E.
1 ?~ti ~ ~ 4 DOMESTIC M III _ r ~ r _ " \ \ \ ~ DOMESTIC AND \ ~ , \ ~ ~ \ ~ ~
11 r ~ ? i~? ,'.t h 8 FlRE UNE 1N \ FlRE UNE IN \ ~ \ /
r ~ ~~A Y COMMON TRENp l I l r ~ y uIMON TRENpi ~ \ r / ¦ y \ ~ N88' r 09 08 / ~ ¦ ~ "W r
~ r 1 1 r ~ ~ i ~ 58.18
1 1 , r , ' ~ ~ ~ \ :.ti,
I 1 r i I 1 . ~ r ~ ~ VICE TO THE BUILDING SHALL BE COORDINATED WITH PIEDMONT NATURAL 1. GAS SER
~ 1 I I ( ~ ~ ~ GAS. GAS SERVICE TO THE BUILDING, INCLUDING ALL TRENCHING, BACKFILL, AND I ~ I
I I I ri a.;~. ~ L GAS UP TO AND \I CONDUIT, SHALL BE INSTALLED BY PIEDMONT NATURA , ~.I ! ~
. I' ~ r ~ l l - ~ INCLUDING THE METER.
I 11 ! .,Y,,;,,a. , I I
it ;r j I ,..r., . • I 2. TELEPHONE SERVICE TO THE BUILDING SHALL BE COORDINATED WITH BELL SOUTH. ;I
1 .r l NG ~ SITE CONTRACTOR SHALL PROVIDE 4 SCH. 40 PVC CONDUIT WITH PULL STRI II
I ;j 1 t ~ I j; i TRANSFORMER I l FROM BUILDING TO PROPERTY LINE. a 1
I ' r' i z I I ;r r ~ p ~ I ,r ? . II 1 Il , _ I
J III rr ~..r ' 3. SITE CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5 FROM OUTSIDE WALL ! I I ~ I
m I I ~ I ~ W n I rr ! I ~ W OF BUILDINGS UNLESS OTHERWISE NOTED. . 4 ? I
J I rr I ~ I I l 4, EXACT LOCATION OF ALL UTILITY SERVICES AT BUILDINGS SHALL BE COORDINATED r
h ~ I I ~~O I I Ir I ~ ~ WITH THE ARCHITECTURAL DRAWINGS BY THE SITE CONTRACTOR. I
SEE ENLARGEMENT s ~ ° I , ~ I i I ; I
N I ; F a, loco I ~ 12 C 4 ~ 11 FRIENDSHIP MISS 5. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR ~I i , o I l BAPTIST CHUI OCATION PRIOR TO EXCAVATION.
. a ~ I I v og~ III • I I ~ SHALL VERIFY EACH UTILITY L . ~ ~ I l A TAX IDS! 0410; t,
~ M I I _ l V PORTION OF DEE ' ~ ~ ~ ~ ~ ~ I oaso7, PAGE 6. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANIES FOR
Q E ~ I I ~ L,~. • ~ ANY NECESSARY EXISTING UTILITY RELOCATIONS/ADJUSTMENTS.
~ a J a I I rW ~ ! m ~ ~ I I c - ~ . 8 x8 x TEE ~ 1 I i l
~n 1 ~ o I ~I '•4 i f ~ I ~ i 1 I ~
X ~ I j I I ;I 1. I - II
I ~I ( ; - ~ ELECTRIC, TELEPHONE I LEPHONE ~ `I
I I ' ~ AND CABLE CONDUITS ~ ° I II.I ~ONDUIT$ i ~ ! I I
w N I II I ~ I I~ I I I
o I - I I I
Q ~ I I M I I ~ ~ III I - -
I II o II II -T - _ _ fT l; T 30 I , I TI I _
I I II i i ~ T _ I I . I~T I II If I II I ~I f II ,
~ GAS SERVICE BY PIEDMONT ~ I v~ 3 ~ II I ~ ~ I ~ NATURAL GAS I. PIEDMONT I , II I I II II I II ~I
o II I I I i ,
- I I~ ~ a ~ ~ II I ~ I ~ I 1 ! I Cop right 2003. All rights roserved. Printed or I I. I I I I I el ronic drawin a and documentation may not be II g
o I I II II II I, ~ I 1 ll I I, I re roduced in an form without written emss;on II p II ?:I I p y II III I II
i~ I q I j - ? LI ~ _ .L _ _ _ LI w ~ I LI ~I' I from Gantt Huberman Architects. II I II Z I LI I LI I. _ , ,
a Y I 1 - L1 - LI LI .L
~ TI _ I - - I I I - _ -t I r- - - _ I I
T 1- I ~T i-T I I " 8"~ I N76 3 I . 1 j I IT - i I l IT --_I T-I T I , T' T ? I
a~ m v. ~ 3 I I II II ~ II II ~ x II 14 40 I I IT z7 I ~ T ~ I \ IT ~ q~ I ~ssionar I ? r~nsi I I1 II
~ I III \ I~ Iv UTILITY CONTACTS: II II
0 ~ ~ \ I I \ _ s rc ai u r
- ;:8" DOWN ~ _ _ _ ~U (I ~ a • i „ _ . 4i 4.. 3E~N 1?„..,0 , N ~ \ NATURAL GAS: \ I I WATER AND SEWER. 1 I I I l Charlotte, North Carolina
~ I I ~ II x ~ I I ~ ; „s o-~ I I I ~ \ I CHARLOTTE MECKLENBURG UTILmES (CMUD) PIEDMONT NATURAL GAS I I \ I I II
: ( „ . - . 1 „ 8 . . AC ; ?4, ~ I I I P.O. BOX 33068 I I I 5100 BROOKSHIRE BLVD. II 11 I II II \I I 8233 I I I I 8216 CHARLOTTE, NC 2
I CHARLOTTE NC 2 - ~ ~ --a - - - _ \ I 704 525-1654
? - U - JJ _ - -T _ 3o I ! I 704 391-5120 ( ) ( ) - - - ~ I • MICHAEL DURHAM II ATTN: JAY BOST ATTN.
~ 1 ' ~----UET ~.I ...:2,. • W 0p ~ -4 ~ •p •1_\_ ~ L
, . - ~ . . ~ - - - I _ ; 1'43 00"W ~ c~ , : ,,,,2„ Q ~ 24 sTM - - _ _ , . , 674.66 \ - r' 2 I - ~ ELECTRIC:
I CD r ~ ~ - - - - \ - ~ DOWN GUY BELL SOUTH EASEMENT DUKE POWER COMPANY ' 19"1
~ ~ ~ I - N17 25\ \ G I 4100 S. STREAM BLVD. 6325 WILKINSON BLVD.
N ~ I UNDERGROUND ELECTRIC - - ' ' ° , - CHARLOTTE NC 28214 ROOM 340 , ~ ~ ® CHARLOTTE, NC 28217
~ o _ _ _ _ I TELEPHONE AND CABLE - aoQ -c----~- I _ ' , ~ - ~ - [phone] 'i ~ ` _ ETC - - _ _ 4 ~ 704 424-1523 ATTN: MARION SMARR ( )
- - c - - - _ _ c _ _ _ BY U11UTY COMPANIES ATTN: JOHN BLAKE
M ~ I C - - - - - - - - _ 0 o C - - - _ - - - o ~ - - - - _ ' - - - - ~TORMWATER: cui
000 ~ I ~ _ ---c---_ - ~ N ~ ~ I - _ --G------G----~ _ _ ~ ~ ~ CITY OF CHARLOTTE ENGINEERING v~au ao
~ / I I -c - - - - - - - - 600 E. FOURTH ST. Project Number 533 - _ _ I
N _ - - - - ~ CHARLOTTE NC 28202 Title
~ - - _ - - G ~ - ev~oo°~unm~ [phone]
- - - - ~ - - - _ ~ _ UA _ _ - RI Z m ° _ AB ~ - _4 ° - _ ~E - - - - _ P U - C [ - - - a LI _ - - OETC a - F JB ~ I L I NAIL IN POWER PO R an W
~ _a -----OETC - --OET r~OETC-- -OETC------OETC---- _ _ _ - OETC - - - - - _ ` - - - a - a s OETC - - _ - _ i sue: - E~716~~ ~ TIME WARNER CABLE
C I - _ _ - e_ , _ _ I - _ ~ = - 4606 MARGARET WALLACE RD. Z
0 U ! ROYAL 0 01 ~ - I - r oE7c°~ _ . _ _ - _ CHARLOTTE, NC 28105 OETC - ~ ~ I Sheet of 15
~ L ~ RLEANS APARTMENTS - - - - oETC - - _ = _ - I = 704 378-2874
J j LLC AND HOWARD NANCE CO N TAX ID# 03914207 FRIEN I ETC - _ _ . - - ATTN: TIM HOFFMAN f I ~ c_ °
" ro U DEED 09909-283 DSHIP MISSIONARY BAPTIST CHURCH SSIONARY ® ~ j o 0 40 80 120 1URCH ~ Y
ui ` TAX ID ~ ~ DEED # 03914206 a Q a 02265-557 314206 0 i-557 I 0 l
~ ~ / ~7 J i I I D GRAPHIC SCALE IN FEET
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J J C7

500 North Tryon Street
1. CONCRETE SHALL BE 3,000 PSI MIN. 28-DAY COMPRESSNE STRENGTH. Charlotte, NC 28202
5' OR LESS MIN. 6" TOPSOIL TO 704.334.6436 Tel
ENSURE GRASS GROWTH CONCRETE TOP - -ALLOY DEFORMED BARS FOR CONCRETE 704.342.9639 Fax TE TOP 2. STEEL SHALL BE ASTM A 706, LOW
IF NOT UNDER PAVEMENT W/~~~ GRATE ~ET GRATE REINFORCEMENT, GRADE 60.
4r UTED WATER TIGHT PRIOR TO COMPLETION OF INSTALLATION.
3. ALL LIFT HOLES SHALL BE GRO
`MIN.~1.25 Bc,+ 12~~~,. GS ON ALL FOUR SIDES OF STRUCTURE CONSTRUCT OPENIN 4. METAL STEPS AS SUPPLIED BY NEENA R1900-C OR APPROVED EQUAL SHALL BE INSTALLED
EDGE OF PAVEMENT, CURB e. GUTTER OR SIMILAR STRUC~fURE e o e o GRATE SHALL BE OFFSET ON SAME AT 16" O.C.
IN THE PUBLIC RIGHT-OF-WAY o o e o 00 °o°o °QOO~ SIDE OF STRUCTURE AS THE STEPS.
. 12" (MIN.) s
is
"B" BORROW OR EQUIV. GRANULAR MATERIAL 8 CRUSHED STONE OR PPROVED EQUN. CLASS I
COMPACTED TO 95~ BEDDING MATERIAL HAND STANDARD PROCTOR - TAMPED AND WALKED INTO DETAIL OF COVER ,
DENSITY ~ PLACE ~ ,fir,
o FLOW
~ '^J~~7 { ° 4 0~ I o
LEGEND ~:'w N wl a o 0 o Civil Engineer:
NOTE: Bc =OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL ~0~0 WOOIplrt LLP 0 0 0 0
= SHALL"BE INSTALLED IN 6 DECORATNE BRICK VENEER, D INSIDE DIAMETER TO 12 BALANCED LIFTS 4 SIDES OF STRUCTURE. COLOR 8731 Red Oak Blvd. 0000 Charlotte, NC 28217
ao00 a 0 0 p 704-525-0932 D u
d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE SHALL BE CONSISTENT WITH BUILDING MATERIAL BELOW PIPE SHALL BE PROVIDED ON EACH AND SHALL BE SUBMITTED TO THE Q o o p Q~ 0~ Structural Engineer:
SIDE OF THE INSTALLED PIPE OWNER FOR APPROVAL ° ° NEENAH R-2412-A GRATE IOnyQulm Awoohb~ Q ~ ~ ~ 1309 Amble Drive
OR APPROVED EQUAL ,VV D C7 C~ D Charlotte, NC 28206
ISOM IEW l~ D 5'-4" 704-597-1340
i~ 0 ~ Mechanical/Electrical Engineer.
a a l~ o r+wbot a tea. F.rgln~r
a ~ ~ ~ 916 West 5th Street
PLAN Charlotte, NC 28202
Q D C7 ~ 704-333-3312 D D Food Service Consultant:
(WITHIN 5' FROM EDGE OF PAVEMENT) 5 0. 4 REBARS H~rbh DMIp? Qroup
N.T.S. 90 7525 Dom Circle
5'-0" 6" " 6" Charlotte, NC 28212 „ 704-531-7362
~ -
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WEIR INVERT _ _ - - g ' • i
GREATER THAN 5' IN. 6" TOPSOIL TO ' PLAN o.c. _
ENSURE GRASS GROWTH STEPS 0 16" O.C., PER CMLDS .20.12 ' BRICK VENEER ~ ? s SEAL a .0.12 -
TYP. 4SIDES " " " i 026781 ALL PIPE SHALL BE CUT AS 36 RCP 1 15 v .
" ,I• NECESSARY TO BE FLUSH OUTLET PIPE ,~~sF ~ 8 PVC TO D ••;~CINE.••
`MIN, 1.25 Bc~+ 12~`~,.~ WITH INSIDE WALL OF BOX. ,~F ti ADAPTER FITTING • • • • ' 4 5 3 M. Mc'~ ~
ORIFlCE + + + EDGE OF PAVEMENT, CURB REGULAR 2'~5 + UNIFLANGE OR EQUAL " _ I S D.I.
GUTTER OR SIMILAR STRUCTURE : ` BACKFILL + + + IN THE PUBLIC RIGHT-OF-WAY + + + 8 PERF. PVC ' Z GATE VALVE, ' ~
" 11-3/8 x11 3/8 TRASH RACK o.oo SIDE 0 0 0 0 ~ CLOSED POSITION Drawn AMN
12 (MIN.) FACTORED BY AS MANU INS INC. 0 0 0 0 EMBED TEE I 1
PLASTIC SOLUT 0 0 0 0 " 24"x8" REBARS AT Checked JMM IN 24 x SOFFIT
8 CRUSHED STONE OR 540-722-4694 OR CONC. CRADLE I 5" O.C. (TYP.) ~ 1 1 2 " Date December 10, 2003 " EMBED TEEI 1 1 2
PROVED EQUN. CLASS I BEDDING MATERIAL HAND APPROVED EQUAL' 8 D.I. I ~ IN GROUT I " Revisions
TAMPED AND WALKED INTO PLACE C TEE 8 L.F. I I 29.5 .I " CRADLE
M • 8 ~ D.I. PIPE I 8 D.I. PIPE I I FLOW -
Bc ~ 4.. .00 I . , .
4 4' 4 • a Z e a4 c Q FRONT ~ _ p.
LEGEND NOTE: • •a• a•
Bc =OUTSIDE DIAMETER INITIAL BACKFILL ALL BEDDING AND
D =INSIDE DIAMETER SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS FRONT N0. 4 REBAR 12" OC SIDE ~NT
d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE - WRH 1 1 /2 MIN.
MATERIAL BELOW PIPE SHALL BE PROVIDED ON EACH COVER ALL DIRECTIONS GROUT TO FLOW LINE MIN. 0.20 SQ.IN. STEEL FOR PRECAST BOTTOM
SIDE OF THE INSTALLED PIPE AREA PER FT.
1
(GREATER THAN 5' FROM EDGE OF PAVEMENT) 5 90
N.T.S. 90
v
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5 OR LESS MIN. 6 TOPSOIL TO ~ ~O
ENSURE GRASS GROWTH ~ IF NOT UNDER PAVEMENT l ~
1.,.
't ~ ~ "MIN. 1.25 Sc 12"'~.~ ~ ~ ~ ~ 47.0
S.
EDGE OF PAVEMENT, CURB ~ - 4
R R SIMILAR STRUC~fURE GUTTE 0 IN THE PUBLIC RIGHT-OF-WAY 0 E Tw a o ~ BW 47.0
Q • 51.0 '
\ . ~ ~ V~ • Q BW 47.0
" ~0 B BORROW OR EQUN, . ~0 ~ 0
3 , rn GRANULAR MATERIAL COMPACTED TO 95y - ~
. STANDARD PROCTOR a DENSITY Q ~ • _i~ ~
w 6
o _ r- Bc~ d ;r~ TW 53.0
Q ~ ~ ~ ~ r ~ BW TW 47,00
M DEPTH OF BEDDING ` ~ ~ nk ~j• BW 45.50 rk
MATERIAL BELOW PIPE LEGEND NOTE: " IYI` RETAINING } ~ TW 47.0
= I DIAMETER ` 3 p (d MIN. ALL BEDDING AND INITIAL BACKFILL Bc OUTS DE ~ , ~ " SHALL"BE INSTALLED IN 6 = N;,~° WALL BW 40.0
INSIDE DIAMETER 27 ~ SMALLER 3 TO 12 BALANCED LIFTS D 1 '
30" TO 60" 4" " d =DEPTH OF BEDDING 00 A MINIMUM 9 CLEARANCE o MATERIAL BELOW PIPE RETAINING WALL
~ 66" & LARGER 6" SHALL BE PROVIDED ON EACH ~ , SIDE OF THE INSTALLED PIPE
w , 'v Y. TW 47.0
~ E ; Q, a CO ~ A TW 56.5 .5 45
M ~ ~ MN ~ ~ ,.M ~ BW 47.5 TW 56.50
a ~ 3 6 " BW 47.00
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v 3 2
o N.T.S. 5 a ~ 0 Copyright 2003. NI rights reserved. Printed or - 9 electronic drawin s and documentation ma not be
90 N SCALE.1 - . ~ 9~ SCALE:1 -20 g y ~CALE.1 -20 reproduced in any form without written permission
w 0 from Gantt Huberman Architects.
a ~ ~ Y 1 2' PREYOIDED EXPANSION ~ ~ WRH / 0-RING JOINT JOINT ALL AROUND WHEN
5 ~ U PLACED IN CONCRETE
~ 1 PAVEMENT » NEENAH R 1976 (T1'P) 12
w m GREATER THAN 5' MIN. 6" TOPSOIL TO I'-~1 issiona rinse 748.0 TOP OF BERM
Q ~ ENSURE GRASS GROWTH 90 ~ ~ • . , »
~ r _ _ _ _ _ _ _ _ _ 748.0 EI~6RGENCY SPILLWAY ~ rc a is u
0 o w d PRIMARY SPILLWAY 8'x8'x12" THICK CONCRETE BRUMINOUS PAVEMENT : ~ Charlotte, North Carolina
AN11- AN11-SEEP
d a' MIN. 1.25 Bc 3 741.5 v EDGE OF PAVEMENT, CURB , . - 0 15' O.C. JUNC110N BOX - COLIARS AGGRE ~ g,~ ~ 4000 P.S.I. CONC.
m` N GUTTER OR SIMILAR STRUCTURE r WATER LEVEL ~ p IN THE PUBLIC RIGHT-OF-WAY
~ ~ 8" PIP " 54" CULVERT I ~
U REGULAR BACKFILL M w 48 N36 RCP W/GASKETED JOINTS PIPE - -
~ h L p 12 MIN.
B BORROW OR EQU COVER OVER t N0. 9 STONE
GRANULAR MATERIAL ~ ; ~ ~ oo ~ COMPACTED TO 90~ 1/6 Bc PIPE GRAVEL BACKFlLL PLACED
U STANDARD PROCTOR ~ SE ° AND COMPACTED AS PIPE SE N THRU BA IN l M Is LAYEO.
a of D DENSITY o 0
a Q !Bc..., 4.. ~ I U
- ~ DEPTH OF BEDDING o ~ i ~ ~ .LEGEND ~ 0' 8" MEDIUM LENGTH
cv ~ MATERIAL BELOW PIPE 30' CURVE
~ ~ o NOTE: c =OUTSIDE DIAMETER ~ ~ iJ co D d MIN. B . / ALL BEDDING AND INITIAL BACKFILL ~ Project Number 533 748.0 TOP OF BERM 4000 P.S.I. CONC.
~ N 27" & SMALLER 3" SHALL~~BE INSTALLED IN 6 D =INSIDE DIAMETER Title 10 1 t':
a o " " TO 12 BALANCED LIFTS ~ E U a 30" TO 60 4 d =DEPTH OF BEDDING i tai s Pvc cAP wlm e e
Z w m " A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE i ~ ~ 66" & LARGER 6 SHALL BE PROVIDED ON EACH RETAINING WALL 746.0 EMERGENCY SPILLWAY ~W ~ ' ' 0-RING JOINT
~ a SIDE OF THE INSTALLED PIPE i i a.
~ ~ t N . ,
~ I 2" x 4" WOOD STAKE CY SPILLWAY MINIMUM 30" LONG Sheet of 15
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Q a TER THAN 5~ FROM EDGE OF PAVEMENT 5 ~ (GREA ) o N.T.S. 90 90 Plate
~ ~ 90
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r ~ 1 + f ~ i ~ 500 North Tryon Street Charlotte,. NC 2$202
t { I ~ ~ I 1 j / i } 704.334.6436 Tel
I , ~ i ,r r r ~ 1 r 704.342.9639 Fax
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~ / r / i / if / Civil Engineer.
/ r WOOyJNt LLP
X60 ` i ri/ /i 8731 Red Oak 81vd.
i / , ~ , / / ~r ~ Charlotte, NC 28217 704-525-0932
/ r ~ / Structural Engineer:.
r,, ~ A1NOd~d
r r 6 r r t r r ~ ~ ~ r 1309 Amble Drive
~ r f l r / ~ r r r ~ t/ ~ ~t Charlotte, NC 2820fi 704-597-1340
! r
Mechanical/Electricol En ineer. 9
! r / ~ 4 1 Tiwlbot ~ Ae~oda~N Enpinelr 916 West 5th Street
/ / / I Charlotte, NC 28202
704-333-3312
t / ! 7, ~ I Food Service Consultant:
i / 1 r / r 7/ i i I ~ r HN6111 D~NpI Qroty 7525 Oom Circle
r' , r r P l i' r I! l I I l Charlotte, NC 28212
f ~ tl ~ , / r , 704-531-7362
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WOOi~eit LLP
/ , , / r 8731 Red Oak 81vd.
/ r,; 1/ 1,, ~ Charlotte, NC 28217 704-525-0932
6 r j ~ I /l:/ / r
.Structural Engineer:
, ; y , , , ~ r , , r i ; IUnO/Qulm Aeeod~ 1309 Amble Orive
/ / / ~ / /~i Charlotte, NC 28206
r ~ , I 1 l I / / ~ 1 / 704-597-1340
' ~ ~ ~ I ' f / ~ 1 / Mechanical/Electrical En ineer: 9
it r ~ 1~/ / I Tibot i Aeeodaatee Enpkieer
916: West 5th Street Charlotte, NC 28202
r ~ 704-333-3312
r / Food Service Consultant:
r ~ r ,l ~ ~ ~ , r / ~ HNbif ~
, ~ ~ ~ 11 7525 Dorn Circle Charlotte, NC 28212
/ / r f ~ 1 704-531-7362
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June 27, 2003
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GRq , ~ MqR ~ 1
KE o 1 , R ~ ~ ~ t 1 500 North Tryon Street
, Charlotte, NC 28202
'S 1 t 1 704.334.6436 Tel [phone] Fax
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1 / i WoabMt LLP 8731 Red Oak Blvd.
r / r ~ / ~ ~ / ~ Charlotte, NC 28217
704-525-0932
Structural Engineer.
/ ~ I;;//r/~ / ~ r , / ~ r ~
~ ~ 1309 Amble Orive Charlotte, NC 28206
~ ~16 / ! ~ 704-59T-1340
~ / /~/r u n ~ ~ r' r ~ , / / Mechanical/Electrical Engineer.
i r1 r r W r r / / ~ Ts~ot ~ Aeeod~ 6gineer
N~% r r~ I ~ I I r 916 West 5th Street
4i O~ I rr , ~rf ~ ~ ~ Chorlotte, NC 28202 704-333-3312
7~ i 1 ~ r 1 / ~ / / r~~ ~ ti , r r b 1 i , I/ r r 1 6, Food Service Consultant:
HNbNI DNipl Qrotp
r r a r 1 1~ 111 9 rr l / ~ ,r ! 1 / 7525 Dom Circle
,i, ~ / I / ~ ~ / , Chorlotte, NC 28212 704-531-7362
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