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Little&
Aasocietes
Architects
6815 W*a"ft Drivo
Chtw4oMl NC 28217
704 525 6850
704 $22 7889 fax
'this dr%*iq and f dn* shown
we the property of tittle and Associates
AcroMteats• The reproduction, oWyinq
or stim use of this drawk without
written t Is bites and
their oer�sr+
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any
inh irVona n t will to be sub o leQaI
eetbn.
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Little and Associates Arch itect s, Inc.
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exISTINS orrci eltADes. : '. ,. --. ..---- y: rt $3 3 �_, �. + -----� --.
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02 f 1 / 7 RELOCATED SUS DRIVE S 11966 :
CMANGED CONTOURS AND PLAY FIELDS
A 12/07 ADD RECIRCULATON TANK/LINE p� ••��
BLIP �.
REVISION DATE DESCRIPTION 8Y
V. P. in Charge
Project Architect/Job Captain
Drown 8y
DMB - A & K
Date Drawn
$— 23-- 96
CADD Name Plot Scale
1 " 60'
Revisions
No Date
No Date
trio Deft
No ..... Date
Issue Dote 11 Z22/96
Project Number
4110
Sheet Of
C1 6

I
2" TYPE 1-1 (NCDOT) FOR BUS PARKING
OR 2" BINDER (NCDOT) FOR SERVICE DRIVE ONLY 6" CONCRETE I3+000 PSI)
/-87 ABC STONE (NCDOT) SOP 1 _--
6X6 - 10110 W.W.M.50,
JOG E
� � 4" AEC STONE jNCDOTj
III —III —I OO (� 6" IN.
- .�. nnnnnn,HEAVY DUTYCOARSEAGGREGATE,
I
III —III —I Little&
I PAVEMENT SECTION
NOTE: CONCRETE SECTION MAY vaRY Associates-
socla es
Architects
S DEPENDING UPON FIELD CONDITIONS.
NITS
CONTRACTOR SHALL COORDINATE TEMPORARY GRAVELLED
I w/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE CONSTRUCTION ENTRANCE
A A ACTUAL PAVEMENT SECTION. NTS
I SECTION THRU CONCRETE DRIVE
2" TYPE 1-1 (NCDOT) PAVEMENT SECTION,
I ' " NT$ WIRE SCREEN CONC. BLOCK CURB INLET
I 6 ABC STONE (NCDOT)
966
5815 Westpark Drive
I Charlotte, NC 28217
�-�- 704 525 6350
i
704.522.7889 fox
NCDOT EROSION
CONTROL STONE
0
1= 1 I I =1! 1=
This drawing and the design shown
GRAVEL FILTER r are the property of Little and Associates
VARIES 10' MAX. I Architects. The reproduction, copying
or other use of this drawing without
CONC. BLOCK ,. " their written consent is prohibited and
SECTION A - A AS DIR. BY ENG. WIRE SCREEN 22 any infringement will be subject to legal
FILTER FABRIC I
I STAN DAR D D UTY_ GRAVEL FILTER
action.
r -- - STEEL OR WOOD POST p 1994
WIRE FABRIC "— Little and Associates Architects, Inc.
PAVEMENT SECTION- ENERGY DISSIPATOR Y=- - - - -: -
>� WIRE SCREEN
v FILTERED WATER �
Y d--�--- -----=-•�-- ---- -- � FILTER FABRIC OVERFLOW
----
NTS --� ' + MIN. 12-1/2 GA. b m
NTT; ,L w INTERMEDIATE WIRES ' FILTERED WATER RUNOFF WATER
OVERFLOW= /---`."` — —_
- M ANCHOR FABRIC SKIRT RUNOFF WATER �� w SEDIMENT
+- -'t
_ j4gMlAS DIRECTED BY ENGINEER w/SEDIMENT --*- r ®/i - — II II — = I li II �I I FRAME AND GRATE
-" �— NEENAH R 3405-A N
OR EQUAL
v~i DROP INLET w/GRATE
SEDIMENT a
o SEDIMENT ��----
i a_ WIRE SCREEN CURB INLET
T
M
� � i I 2x4 WD STUD INLET PLAN:
ASPHALT BASIN, FRAME AND
i SPECIFIC APPLICATION SPECIFIC APPLICATION C ( A N GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
° NOTES: THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
Q a APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
CLASS "A CONCRUE 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
0'' dQ. 400 SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT FRAME AND GRATE
Fyt,� �lyN A �N SF a°. a SPACING. EXCESSIVE PONDING AROUND STRUCTURE. OF STRUCTURE 14
4
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
cF s tir 36" IN WIDTH. FABRIC SHALL BE FASTENED EROSION CONTROL AROUND INLETS
FC,T ) _ ��►► ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE PRECAST OUT BASIN
/Q ENGINEER. NTS 4SIDESOCKOUT PANELS
TYPICAL CURB TO SIDEWALK CURB 3. STEEL POST SHALL BE 5'-CI'' IN HEIGHT AND BE OF THE E
SELF -FASTENER STEEL ANGLE TYPE. OUTFLOW PIPE
5' MIN. N
TRANSITION SECTION PAVEMENT EDGE CURB SECTION- 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' 1 FT. THICK LAYER OF
TO 4` IN DIAMETER. WIRE FABRIC SHALL BE FASTENED NCDOT # 57 STONE
N. T. S. N.T.S. TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
SEE TABLE FOR 2
N 2�
S ! LT FENCE STORAGE AREA �•
TEMPORARY GRASSING DETAIL
TEMPORARY
COMPACTED SUBGRADE OR 6"
SFC;TION CRUSHED STONE.
FOR EROSION CONTROL
-- NCDOT EROSION CONTROL
SEEDING MIXTURE STONE CLASS B FILTER FABRIC CATCH BASIN DETAIL
SPECIES I RATE (Iblacre) �+�+
SERICEA iESPEDEZA 30 CROSS SECTIf3N
COMMON BERUUDAGRASS 10
GERMAN MILLET 10
" TALL FESCUE 50 DESIGN OVERFILL 6" V-6" x 1'-O" x .080 STD. ALUM. 0
SETTLED �� FOR SETTLEMENT —_ HANDICAPPED PARKING SIGN
SEED) TOP TO READ "RESERVED PARKING" 0
DING NOTES
Q• _ _ _ � 1=I i Iii ► i i � RESERVED WITH IDENTIFICATION SYMBOL. �
BOLT TO WD. POST W/ 3/8" CANDIUM I
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. III —III-) I I- . Q i t
2• (JSE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- �' - — — — I I— PARKING PLATED NUTS, BOLTS & WASHERS. � � (� z W
CUT OR TOOLED -I WEIR LENGTH I �-00
-
004E A PEST. BERUUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. JOINT r' I -, 4 MIN I 9" x 1'-0" x .080 STD ALUM. SIGN r
2 I _ TO READ VAN ACCESSIBLE" . W
SEEDING DATES � � _ PLATEDBOLT ONUTS, �oL s I& wASHECANDIUM o i-- Cr
�' `�
APFiIL 1 - JULY 15 -
2:1 SIDE SLOPE MAX ' 9" x 1'-0" x .080 STD ALUM. SIGN Q
FILTER FABRIC Y -' I - - TO READ "MAXIMUM PENALTY $100, �� �-- _
SOIL AMENDMENTS' I-� ►` 12" I GS 20-37.6". BOLT TO WD. POST Co V)
4, _ _ 1:1 SIDE SLOPE MAX ~ WITH 3/8' CANDIUM PLATED
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. W
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. — —� wNrTE s�aoL ON BLUE BACKGROUND FINISHED 0
3' MIN BACKGROUND - VMffE WOOD 4" x4" POST. GCE 0 Z
STOIC SECTION w
MULCH EXPANSION MAXIMUM VAN I I— —I I ( 1=�j' � �
I APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE JOINT (TYP.) z TEMPORARY SILT TRAP DETAIL � PENALTY 3iert � ACCESSi6LE �I I I`I I I III III- Q
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING „� � 100 ver(iYP) I W O
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
f USED AS A MULCH ANCHORING TOOL. 1 2" _ I (� 12 ..i, ((I-1 i I I ((—I' I (! Iy
W
LEGENU AND BORDER - GREEN LEGEND AND BORDER - GREEN w
BACKGROUND - WHITE BACKGROUND - NMtrE Q
MAINTENANCE BROOM FINISH PERPENDICULAR DIMENSM STORAGE AREA WEIR LENCTH ACRES TREATED —I ((—I (I—i=1' I ( _.1
TO PEDESTRIAM FLOW DIRECTION BAD -- W
iREFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH 1 5' x 38' x 38' 7,000 CIF 10, 3.9 TYPICAL HANDICAPPED SIGN DETAIL <C 0-
REQUIRES. � DESIRED, OMIT SERICEA WED ONLY ONCE A AND MOW AS OFTEN�A.S NWFEIEDEDERE A NEAT APPEARANCE IS
NTS Q)
P LAN 2 5' x 33' x 33' 5,200 CF 8' 2.9 (L
+, 0 f=
4" SIDEWALK '0 0
3000 PS! 6"
IL
CONCRETE CUT OR TOOLED 1 4"
JOINTS 3�R
a ... ` NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 1/8''R TOOLED
— JOINT V. P. in Charge
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
•, 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO Cr IN LAST 3' WHERE IT ABUTS PAVEMENT Project Architect/Job Captain
6x6-10/10 W.W.M. COMPACTED '. 0 WITH NO CURB. "
SUBGRADE 5. 1 2" EXPANSION JOINT E.J. REQUIRED AT 50' MAX. AT SIDEWALK a
4" 6" -� I (-1 I i—� JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. Drawn By
SECTION 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT KFD -• A&K
PARALLING CURB OR STRUCTURE.
CONCRETE SIDEWALK CONTROL JOINT 7. REINFORCE w/6x6-10/10 W.W.M. 1/2" EXPANSION Date Drawn
JOINT MATERIAL 11-27- 6
1/2" ASPHALTIC PREFORMED 3"R 50' MAX. SPACING EXPANSION JOINT (E.J.)
CADD Name Plot Scale
EXPANSION JOINT 86109C3 T i 30'
Revisions
t a 12 �V . • • ,
.4 A10
• •a ANDREW & KUSKE No Dote
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� 1 CONSULTING ENGINEERSNo- DPI _
p t,.,, '+ a ,,i; .: . • 1 /4 x 1 DEEP w/AN WI INGTO N.C. Date
�• • 1 /g' R TOOLED JOINT
LM N No
x -10 10 W.W.M. a CURB TILE No. 961 1
No Date
6 6 / COMPACTED
SUBGRADE i I —I I —I { 1—' .. Q 1996 ANDREW & KUS ENGINEERS
III=11' Issue Date
6" •
• :a e� �N CA �qU
SECTION ♦ . tt
P LAN . � •• r..
WHEEL CHAIR RAMP '
CONTRACTION JOINT (C.J.) - r Project Number
EA
TYPICAL SIDEWALK
AND BLDG.-STRUCTURE I i41
4109
� ',,�•yA `�� 1 � €.�►:`"" Ap 0 !C:0` Sheet Of
WHEEL. CHAIR RAM P D ETAI L SIDEWALK JOINT DETAILS ��® y,
NTS NTS '�,' tP �t�C 3 6
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