SW6240101_Plansheet - Site Details_20240408

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USPS APPROVED SPECIFICATIONS-CONCRETE PAD(MULTIPLE UNIT) _ �, Yw
RIGHT OF WAY e 2 441
EDGE OF TRAVEL LANE •� a"JQ433
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MIN MIN 4X 0.50 ANCHOR BOLTS, PER CBU � ORFLE� ♦♦
2.U0 H�4.DE USE TEMPLATE TO ENSURE ALIGNMENT RV/ WW / 41$I �024` w
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BROOM FINISHMAYBE � LL
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R TAPERS,TURN ES, D 24.00 MIN I I6.0MEDIAN ISLANDS. THE Luw / wMAX
0 QROADWAY CENTERLINE 32.00 I ( \� ACT W rnEDGE OF TRAVEL LANE I ° I MAx �� Uot�� i-- --i I (REQUIRED RFOR W LESS THAN 261 ~F- n I N3 v
0 - - JT RIGHT OF WAY I I I i ( I I 2� O J T 3
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30 ty H FN sF TO C9U PAVED TURNOUT I I I I 2.00 I I J Lu LOCO -
(PAVEMENT STRUCTURE -Z C I 70' I r 2 0
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20, 25' 20' TO MATCH TRAVEL LANES) i I I 0.0o I �(y O N
PER CBU I R=30' "'!?'L W U
a P 'PI - V ' MIN. MIN. MIN. I I I 5.00 V ~
CONCRETE PAD I - i 10' R=30' 30'1MIN. SIGHT TRIANGLE S)I:.. cLI30W
FOR CBU IP A USPSJ 192.00 MAX I I �� Lvl�Jc j m 2^ o
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CBU (ACCESS FROM PAD) -- -- _ -- RWCHAMFER EDGES, IN U ?
I 700L EDGES FLUSH WITH ADJOININGSCAPE EAS
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SURFACES IN PAVED AREAS. R=30' I R=30' O
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SLOPE SURFACE .25 INCH PER FOOT ------------------
I I EDGE OF PAVEMENT N
ON ALL SIDES FOR DRAINAGE EDGE OF PAVEMENT
24.00 MIN
BUTYL RUBBER PAD
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(WITH METAL PEDESTAL ONLY)
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-EXISTING ROAD V
TO B 0 T TOM OF Z CHU PEDESTAL CBU MATCH EXISTING GRADE IN EDGE OF PAVEMENT EDGE OF PAVEMENT v
GALVANIZED U" SUPPORT POST OUTLINE PAVED AREAS ---
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SIGN RI- 1 OF 36"DEPTH (MINIMUM). y
w IY I ANCHOR BOLTS SLOPE SURFACE .25 INCH PER FOOT
JCBU PER CBU ON ALL SIDES FOR DRAINAGE O
5 I
4 50 MIN 4 RODS ON 14.00 CENTERS MAXIMUM, NOTE:Drainage easements may be required to accomodate drainage beyond the right-of-way.
FINISHED GRADE a O O EACH wav
OPTIONAL COMPACT GRAVEL OR v
CRUSHED STONE (OMIT WHERE
O 42 SOLID ROCK OCCURS) °
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II II � -, 8.00 MINI _[ MAXIMUM FROST DEPTH O
2 0 0 0 II II 4X 4.0D �_:`.-... o
II II CONCRETE PAD 8.00 MIN A
II II FOR CBU FIRM UNDISTURBED SOIL
FIGURE 4
_ OR WELL-COMPACTED FILL O
-III II II III=11 NOTE: 3 UG CL
_ II II _ SEE FIGURE 1 PAGE 39,"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RNV OFFSET
_ II II STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR READ DIMENSIONS. AROUND CBU TURNOUT NOTES:
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Q•QQ RECOMMENDED ROAD CONNECTION L-=n a
-III II II III-I I 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 300D PSI ® 28 DAYS, CONTAIN 4% MIN - 6% MAX WITHOUT CURB&GUTTER Z O v
III-I II II -III AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.50 SLUMP IN ACCORDANCE WITH ACI 301. > Ey_I O
II I II I II II II I I II I II I f 7�1�C 7 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 60. NEW RESIDENTIAL LOCAL ROAD OR RESIDENTIAL O> z Q
FIGURE I 3, ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE BBM, TYPE 316 STAINLESS STEEL.
4. A 3 CBU CONFIGURATION IS DEPICTED. A 2 OR 4 CBU CONFIGURATION MAY BE USED AS LONG AS THEY COLLECTOR ROAD AND EXISTING STATE MAINTAINED LU LU >_ � 0
III-III-I I COU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND ARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE BASE DOES NOT > z Z Q Ln
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COLLECTOR SUBDIVISION STREETS EXCEED fez INCHES. ROAD or� 0 0 N
STOP SIGN DETAIL o o J o o Q
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50' PUBLIC R/W
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50' Public Right-of-way o O o o
VAR: 5-W vl 0 U �i = L~n D
35' g° 5' 4' (`l� PAVEMENT SHOULDER cf�w N o C N C
WIDTH WIDTH oN 0 CD c
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Pavement k3• N o N o
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Slope As Required 50' 41 / '
P 0.08 RIGHT OF WAY v�'i -v4•iFr. o
31 31 6, 2I 6, 5, -1"/FT.
SHOULDER PAVEMENT SHOULDER DITCH . 0-
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*2" S-9.5 B Superpave Asphalt Mix _ 0.02 0.02 DITCH
9" STBC, Type A or 0.0877 0.08
1-112" 5-9.5 B Superpave Asphalt Mix
8" ABC, Type B SUBJECT TO STANDARDS OUTLINED ON Uj 3.1 U U
PAGE 46 OF THE NC SUBDIVISION ROADS S. SHOULDER SECTION _ J
MINIMUM CONSTRUCTION STANDARDS 0.5' J
SECTION AA AND ENGINEERED FIELD SOILS TESTS. *2;; S-9.5 B Superpave Asphalt Mix o
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TYPICAL CUL-DE-SAC 9 STBC, Type A or H 0
NO CURB & GUTTER 1,112" 5-9.5 B Superpave Asphalt Mix J 0.08 FIGURE b Cj
Not To Scale NOTE.• 8 ABC, Type B o G N X
SHOULDER WI TH BETWEEN 4 AND 6 SHALL W
BE APPROVED BY THE DISTRICT ENGINEER DRIVEWAY TURNOUT GRADES � a
CONSIDERING ADJACENT LAND CHARACTERISTICS. W 0
RESIDENTIAL LOCAL ROAD n z
STBC OR ABC z
CROSS SECTION DETAIL SUBJECT TO STANDARDS OUTLINED ON H
WITH 50' R W PAGE 46 OF THE NC SUBDIVISION ROADS o �' w
MINIMUM CONSTRUCTION STANDARDS
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