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OF THESE SPECIFICATIONS.
MUST BE 2" BELOW GRADE
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4' DIAMETER CONCRETE FINISHED SANITARY SEWER EASMENT _
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--' --* a 6'-0" FOR 36" TO 54" MAINS o
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-° - © � " uz1 0 -+ v NOTES: - v
co M z my 1. FLOW SHALL BE MAINTAINED 1;
x DURING CONSTRUCTION. a ',°® �"
rn b 9 2. THIS DETAIL TO BE USED GROUT a w w v r 9
z ,�to z -a Ln u A z r. z WHEN A 6" OR LARGER �, !> C9 I -Zr
rM 1M A - 1 �,r�' 0 z LATERAL NECESSITATES g',v i 'rp Z>
a m {� `� m o CONSTRUCTION OF A NEW ,, 6" 6".®:.ab v o
—1 t 0 -�I-I ,. �i MANHOLE. c
o N rn kevv�
s �-t o A 110 < z CO m 3. SEE STANDARD DETAIL 71 2SAW TO CUT SPRINGLINE -t C
z - C t70 9;o �, � y -a 0 0 S-20, FOR PRECAST MANHOLES. W 't7 O x
�-t M N z r x 4. 11-t£ CONTRACTOR SHALL Q a 4. . . ® . . ..� . a.:, ,m.::® vi C -ci
C y z _ O � o .• -� �' c PROVIDE A MINIMUM 6 COMPACTED00 ° ®' ®' '. '� ® a' •�, {;7 r
M (n w eza -o rn en as c;0 Lnz•, � m a "C7 o rn � 67 STONE BASE. m
rn Q 2 rn z w 5. FOR USE ON DIP AND PVC ONLY. EXISTING SEWER MAIN
N o x?<
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WY A 6. SEE DETAIL S-21 FOR REINFORCING SECTION ALONG CENTERLINE OF EXISTING MAIN $
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- RENSIMEMMS a& COr+sSa.aa.-rANTS
C) Health & = — �, m 0. (-) 4=9-m U L KEY OBri"enAtkiwns
Architecture/Engineering/LandscalxI Architecture/Planningtinterior Design
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o o State of North Carotins cM in �d ° ` (91 9) 8 51-1 912
o Dept.of Health and Human Services 9 t+31 93 851-1 91 8 (FAX O'BrienlAtkins Associates,PA 919.941.9000-Durham
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Raleigh, NC Research Triangle Park 919.941.9006- Fax
DHHS Budget Code:40M item: 4601 North Carolina 27709 Www.obdenatkins.com
State Construction Office File#:060674202

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co co c� ° �Yr ° ® POBox 12037 919.756,1032-Raleigh
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State Construction Office File t 060674202

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o n .y OF ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A 12'MINIMUM-24'MAXIMUM FOR RESIDENTIAL DRIVEWAYS
STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED, 36'MAXIMUM FOP COMMERCIAL DRIVEWAYS
o (/') u O THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY
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q) /4' � c) o BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT.
U) \ \ yo, ~n C1 : O o 2.EXPAN51ON MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.
N 3-0 D ]> 1/2'EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40' B. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE.
M ° r-D< b t•- INTERVALS&DUMMY CONSTRUCTION JOINTS AT S'INTERVALS. DUMMY
Z•i1�4 # z m p. [tT 9. 7'MIN.BETWEEN DRIVEWAYS ON ADJACENT LOTS.
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L w N C7 20'MIN.BETY/EEA DRIVEWAYS ON SAME LOT.
M \/\\/\ --a p o v' ZO I I I!4"f�- --m'•{ �- -ro^IN�¢- O O > A m S 3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB& SIDEWALK SHALL BE 1/4-PER FT. f0.NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN
O N p �7 p -{ Z ADJOINING PROP. -RONTAGE, THIS IS DETERMINED BY EXTENDING
n 0 1°. W -, D ,z '-I 4.USE VARIABLE SECTION(SEE SECTION'AA) WHEN SIDEWALK IS GREATER THAN ALINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W
# 0 Z Z O m ,OD (= m 3.5 FEET FROM BACK OF CURB. TO THE CURB AND GUTTER LOCATION.
LA C)fa o C) 5.NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW, II.ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION.
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State of North Carolina d °°°
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0 % c� °° ....... (9 1 9) B 51-1 91 8 (FAX)AX) O'Brien/Atkins Assodates,PA 919.941.9000-Durham
Dept,of Health and Muman Services —0 WWW¢nA U LKEYI N C.0 C M POBox 12037 919.755.1032-Raleigh
Raleigh, NC Research Triangle Park 919.941.9006- Fax
DHHS Budget Code:40668 Item: 4601 North Carolina 27709 www.obriertatkins.com
State Construction Office File#:06074202