SW6240102_Plansheet - Misc. Detail_20240507

1/8" RADIUS �JOINT SEALER 1/8" 4Dsite
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EXPANSION JOINTS SHALL BE _�•; 4„ �_ .=�•;,6 civil engineering I land surveying
20 FEET +/— O.C. ,=,_ _ _ -_ =° :_ 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
4" _ s-- a- _ office 1910-426-6777 fax [phone] license number I C-2354
CONTROL JONTS EVERY 10 FEET +/-. °, _.= = =f-- - 'p, " www.4Dsitesotutions.com
FINISH 119.00 S9.56 I I JOINT FILLER
FINISH 119.06 GRADE 1/2" GROOVE JOINT IN SIDEWALK
GRADE S9.56 3,000 PSI CONCRETE SLAB
/f WITH FIBER MESH TRANSVERSE EXPANSION
FF 2 JOINT IN SIDEWALK `, \ CAI?q/%
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CARRY BASE COURSE 6" I I/ C0TT
CARRY BASE COURSE 6" 6" BEYOND SURFACE COURSE COMPACTED TYPE 1 OR TYPE 2jl I
6" COMPACTED AT LOCATIONS WITHOUT SUBGRADE III—III—III—I U /,/ „��
6" BEYOND SURFACE COURSE COMPACTED ABC CURB AND GUTTER �6" o! v V
AT LOCATIONS WITHOUT SUBGRADE
CURB AND GUTTER 7KS'YTONE BASE NOTE: 8
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF REVISIONS
SIDEWALK, PROVIDE 1/2" D(P. JOINTS WITH PRE-MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
NTS NTS NTS IN 28 DAYS. NTS
1 LIGHT DUTY PAVEMENT 2 HEAVY DUTY PAVEMENT 3 CONCRETE PAVEMENT SECTION 4 TURN DOWN SIDEWALK
FILL POST WITH
CONCRETE. NOTES:
1. REMOVE ALL TREATED OR PLASTIC COATED
6'-0 BURLAP FROM PLANT BALL.
2. INSTALL TOP OF PLANT BALL UP TO
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PIT IMMEDIATELY
6"x6" CONCRETE WHEEL STOP 0 4" DIA. STEEL PIPE AFTER INSTALLATION.
I ��PAINTED BRONZE.
CONCRETE 4" MULCH AS SPECIFIED �� �� 4. REMOVE ALL STRING OR WIRE FROM
BASE OF TREE
COLLAR
FINISHED GRADE OR 5. KEEP MULCH 2" AWAY FROM TREE
ASPHALT AS REQUIRED. TOP OF ROOT BALL TRUNK BASE.
0 1" ABOVE FINISHED GRADE
LAG BOLTS & ANCHORS - _ �'"� 1 3" LAYER OF MULCH
SUPPLIED W/ WHEEL STOP. 2'-0' '_} z= N � CLEAN BACKFILL TO EXISTING _ = 4" SAUCER BERM TO
AND FINISHED GRADE 11 I_ . -J_ 11 FINISHED GRADE RETAIN WATER.
EDGE OF PAVEMENT - =—w= - VARIES
2" MOUND \ = w 4" SAUCER BERMREMOVE TOP 1/3 OF
s _r_
o _ - "-- BURLAP FROM BALL
OINTTRUCTION _ 3,000 PSI. CONCRETE BASE UNDISTURBED SOIL I o _ z TOPSOIL REMOVED FROM HOLE PROJECT NAME
I—
I VARIES J N UNDISTURBED GROUND
ICI—I�I-�I CO _ - UNDER BALL TO MINIMIZE
—I I-I I " p SETTLEMENT
- :--
MINIMUM LIMIT OF MULCH RAEFORD
-111=1�II�II�IIiII�IIilI�I1TII�IIIII�IIIIIIIIIIIIII 'II1- �
x TOPSOIL REMOVED FROM HOLE
6" 4" 6"
- 1 - 7
VASS ROAD
1'-4"DIA. DOLLAR
NTS NTS NTS NTS
NOTE: SEE ARCHITECTURAL PLANS FOR BUILDING BOLLARD DETAIL GENERAL
5 CONCRETE WHEEL STOP 6 6" DUMPSTER BOLLARD 7 SHRUB PLANTING 8 TREE PLANTING
ACCESSIBLE PARKING REQUIREMENTS .25" DRAIN HOLES (TYP)
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF
PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED
SPACES REQUIRED TO BE VAN ACCESSIBLE ACCESSIBLE ROUTE
TO 25 1 1 0 © © ® © © © © (SEE NOTE 3)
26 TO 50 2 1
51 TO 75 3 1 RESERVED RESERVED SITE DETAIL
PARKING �0 PARKING MUTCD PARKING
76 TO 100 4 1 MUTCD R7-1
R7-8 12"x18" MUTCD
101 TO 150 5 1 12"x18" DISABLED R-8
151 TO 200 6 1 PASSENGER 12"xl8" VARIES PER # OF BICYCLE SPACES
LOADING
201 TO 300 7 1
ONLY
301 TO 400 8 1
401 TO 500 9 2 A N R7-8a
ACCESSIBLE R7—BD
12"x6" REQUIRED ACCESSIBLE MAXIMIUM
RESERVED PARKING SIGN PENALTY 12"x9"
501 TO 1000 2% OF TOTAL 1 IN EVERY 8 $ 250
ACCESSIBLE SPACES
MAXIMIUM
1001 AND OVER 20 PLUS 1 FOR 1 IN EVERY 8 PENALTY R7.9D
EACH 100 OVER 1000 ACCESSIBLE SPACES $ 250 8' 8' 8' 8' 5' 8'
2" SCH. 40 STEEL PIPE
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES VAN CLIENT
NOTES: ACCESSIBLE (MINIMUM DIMENSIONS)
1.ALL 12"xl8"ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE SPACE
TO BOTTOM EDGE OF SIGN FACE (MUTCD). 2�„ 1/2" REBAR
MOUNTING HEIGHT CAN BE REDUCED TO RHETSON
SIDEWALK AND BUILDING FACE IN WHICH
5 FEET IF PLACED IN AN AREA BETWEEN ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT 2" OUTSIDE PIPE
PEDESTRIANS ARE NOT EXPECTED TO USE. NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. COMPANIES INC.
2.REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. PARKING SPACE PAVEMENT MARKINGS ALTERNATE BIKE RACK DESIGNS ARE
3.IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN R 3.5" .5" DRAIN HOLE (TYP) 8" AVAILABLE AND MAY BE USED WITH
RAMPS ARE REQUIRED AT LOADING ZONE AREA. THE ENGINEERS APPROVAL.
4.ALL DIMENSIONS, PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY __*1 T
WITH CURRENT ADA REQUIREMENTS. NTS NTS
1.5"
2075 Juniper Lake Road
9 HANDICAP SIGNAGE AND PAVEMENT MARKINGS 10 STANDARD BICYCLE RACK West End, North Carolina27376
Phone: [phone]
PROJECT INFORMATION
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DESIGNED BY: SCOTT
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DRAWN BY: SCOTT
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o CHECKED BY: CHRIS
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PROJECT NUMBER: 2019
DRAWING SCALE
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NOT TO SCALE
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DATE RELEASED
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a MAY 6, 2024
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SHEET NUMBER
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- 6
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(6
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