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CONTRACTOR TO MAINTAIN SANITARY SEWER SERVICE AND PROTECT
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MATCH~INF C e SFF SHFFT C~,O~ FOR C®NTINUATION ~N
CONTRACTOR TO MAINTAIN SERVICE AND PROTECT EXISTING UTILITY
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TELECOM DUCTBANK DESIGNED BY: KPB CADD FILE: 8045_C200_HSR~, a
CHECKED BY: VPN PROJ. MGR: VPN 77~
r-~ STATE ID NO.: 060709302 CODE: 40623 ITEM: 309 ~F"~83gd@St~~~
Q I PRECAST TELECOM MANHOLE
L_I ELECTRICAL INFRASTRUCTURE ADDITIONS
PHASE I
ELECTRIC DUCTBANK
OF Nu,?i THE UNIVERSITY OF
LV% 90
PRECAST ELECTRIC MANHOLE r-~ ~ r
IJ NORTH CAROLINA a
n UBERIAS V. y9a
AT CHAPEL HILL
DETAIL CALLOUT
s UTILITY SITE PLAN
PROFlLE CALLOUT
;;RMF ENGINEERING, INC.
8081 ARCO CORPORATE DRIVE,
RALEIGH, NORTH CAROLINA 27617 20 10 0 20 40 rfrf - C2oO7
II PHONE: [phone]
cv ON GRAPHIC SCALE SUITE 300 SCALE: 1 "=20'-0" FAX: [phone]
~r UNIT OF MEASURE: FEET `www.rmf.com
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SYMBOL DESCRIPTION
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® TELECOM DUCTBANK
I ~ I PRECAST TELECOM MANHOLE _I
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I Q
I PRECAST ELECTRIC MANHOLE
E308+00.00
DETAIL CALLOUT
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DB 1009, PG 437
PB 78, PG 88 0
PINS 9880008527
xl I E306+00.00
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12- G C7.01 DUCTBANK 1 12- AY
DU DU C7.01
~ - I
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N/F 0
WILLIAM BAINSTER ~ M-14 - CONTRACTOR TO COORDINATE EXCAVATION
WOOD I I IN THIS AREA WITH UNIVERSITY. CONTACT
DB 226, PG 722 UNC-CHAPEL HILL RESEARCH LABS OF o0
PIN 9870907548 x ~ 12 DU( G ~ I ARCHAEOLOGY PRIOR TO DIGGING TO 12-WAY DUCTBANK C7.01 I WITNESS EXCAVATION. P: [phone] lr
I
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F 10-WAY
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x~ T-14 - I
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NORTH CAROLINA MAC DB 1031, PG 144 ~ MANHOLE C7.03
PB 46, PG 152 K 22-WAY
~ PINS 9880000680 18- x DU( 18-WAY H 7.01 DUCTBANK
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E 40-WAY
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FENCE
I
xl C3.10 I
1-1
r ZONE REV DESCRIPTION DATE APPROVED
REVISIONS
i
~r75 " y I J ! II I i THIS DRAWING AND ALL COPIES THEREOF IS THE PROPERTY OF RMF ENGINEERING, INC. THIS DRAWING MAY NOT BE USED OR REPRODUCED WITHIN ANY COMPUTER ENVIRONMENT 'b~''p y^9
OR BY ANY PRINT MEDIA FORMAT WITHOUT THE WRITTEN CONSENT OF RMF ENGINEERING, INC. J
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SCALE: AS NOTED DATE: 04/25/11
I B i GA w 29571 DRAWN BY: KPB RMF JOB NO.: 208045.A0
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I 2 STORY BRICK
- RESIDENCE ELECTRICAL INFRASTRUCTURE ADDITIONS
I PHASE
OF NO,?///
E304+00 00 THE UNIVERSITY OF LV%
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AT CHAPEL HILL
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GRAPHIC SCALE ,0 f r fff n = SUITE 300
20 10 0 20 40 RALEIGH, NORTH CAROLINA 27617
MATCHLINE G -SEE SHEET C2.07 FOR CONTINUATION s * r JATION PHONE: [phone] C 0 0 00 Eli
NON SCALE: 1 "-20'-0"L FAX: [phone]
UNIT OF MEASURE: FEET ~AE,,,,,,,,,AA~ www.rmf.com
8 7 6 5 2 -7

GENERAL NOTE:
1. CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN POSITIVE
ffi ~ Y~ SHORING IN ALL EXCAVATIONS ALONG HOMESTEAD ROAD TO PROTECT • THE ROADWAY FROM SETTLEMENT OR CAVE-IN DUE TO TRAFFIC
~ ~ LOADING.
2. CONTRACTOR IS REQUIRED TO BACKFILL COMPLETELY WITH PLOWABLE
I FILL FROM STATION E313+50 TO E333+00 AND HAUL OFF ALL EXCESS EXCAVATION.
N~P I i - DONALD F. SR. & ' ~ 3. CONTRACTOR TO MAINTAIN SERVICE AND PROTECT EXISTING UTILITY
DEBORAH H. ~ TO THE SATISFACTION OF OWASA UNIVERSITY AND RMF ENGINEERING
FRALEY DB 3161, PG 85 ~ INSPECTORS. FOR RUNS PARALLEL TO OWASA OWNED UTILITIES, POSITIVE SHORING IS REQUIRED TO MAINTAIN EARTH PRESSURE ON
PB 91, PG 119 PIPE BELLS. FOR PERPENDICULAR CROSSINGS OF OWASA OWNED
PIN 9870919528 d L UTILITIES, REFER TO TYPICAL PIPE SUPPORT DETAIL ON SHEET C7.05.
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o z w + , ~ JEFFREY LINKER ~ ~ NSF OR MANHOLE EXCEPT WHERE OTHERWISE INDICATED.
~ I DB 909, PG 529 ~ JEFFREY LINKER
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DUCTBANK C7. ICTBANK C7. 1 C .01 DUCTBANK~e~S$amoa rf y8
/1 p~ THIS DRAWING AND ALL COPIES THEREOF IS THE PROPERTY OF RMF ENGINEERING, INC. tr' ,.4 y
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I MANHOLE C7. ,NHOLE C7.3 I
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M-1' M_1 - I 0 PRECAST TELECOM MANHOLE
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z `1'2-WAY G( L DESIGNED BY: KPB CADD FILE: 8045_C200_HSR~`~~^' -WAY G
UCTBANK C7. ICTBANK C7. ( ELECTRIC DUCTIBANK CHECKED BY: VPN PROJ. MGR: VPN 7p
I x STATE ID NO.: 060709302 CODE: 40623 ITEM: 309 ~F"~83gd@St~~~
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WAY H y9'°fc ` 1 a.
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I x
LANDFILL GAS PIPELINE
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GRAPHIC SCALE r n = SUITE 300
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UNIT OF MEASURE: FEET ~A,,,,,AAAAA www.rmf.com

GENERAL NOTE:
1. CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN POSITIVE
SHORING IN ALL EXCAVATIONS ALONG HOMESTEAD ROAD TO PROTECT THE ROADWAY FROM SETTLEMENT OR CAVE-IN DUE TO TRAFFIC
LOADING.
I 2. CONTRACTOR IS REQUIRED TO BACKFILL COMPLETELY WITH PLOWABLE
~ FILL FROM STATION E313+50 TO E333+00 AND HAUL OFF ALL EXCESS EXCAVATION.
I I
I 3. CONTRACTOR TO MAINTAIN SERVICE AND PROTECT EXISTING UTILITY
TO THE SATISFACTION OF OWASA, UNIVERSITY AND RMF ENGINEERING
INSPECTORS. FOR RUNS PARALLEL TO OWASA OWNED UTILITIES, POSITIVE SHORING IS REQUIRED TO MAINTAIN EARTH PRESSURE ON
~ PIPE BELLS. FOR PERPENDICULAR CROSSINGS OF OWASA OWNED
I / UTILITIES, REFER TO TYPICAL PIPE SUPPORT DETAIL ON SHEET C7.05.
1 I
I 4. THERE SHALL BE 5 FT HORIZONTAL SEPARATION BETWEEN THE EDGE OF THE PROPOSED DUCTBANK AND THE EDGE OF ANY OWASA PIPE
I N/F OR MANHOLE EXCEPT WHERE OTHERWISE INDICATED.
KAREN K. LADUE
AND ~ 5. PROPER SEALING IS REQUIRED FOR ALL PORTIONS OF ABANDONED
DOUGLAS E. & ~ AC WATER MAIN. REFER TO DETAIL SHEET C7.05.
PAULINE L LADUE ~ DB 1145, PG 421 ~
~ PIN 9880015431
N/F
FITTING RU H DB 3986, PGA 245
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PIN 9880015584 N/F
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MANHOLE C7.03 E318-+~0 b0.--_ - - ~ _ - PIN 9880111312
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SYMBOL DESCRIPTION ZONE REV DESCRIPTION DATE APPROVED
Z REVISIONS
® TELECOM DUCTBANK
THIS DRAWING AND ALL COPIES THEREOF IS THE PROPERTY OF RMF ENGINEERING, INC. THIS DRAWING MAY NOT BE USED OR REPRODUCED WITHIN ANY COMPUTER ENVIRONMENT 'bN"'p y^9 °
N/F OR BY ANY PRINT MEDIA FORMAT WITHOUT THE WRITTEN CONSENT OF RMF ENGINEERING, INC. N/F
ORANGE M ORANGE COUNTY PRECAST TELECOM MANHOLE
SS DB 1009, PG 0 DB 1009, PG 437 ° - I
PB 78, PG PB 78, PG 88 SCALE: AS NOTED DATE: 04/25/11
PIN 988000 DRAWN BY: KPB RMF JOB NO.: 208045.AO 29,571 PIN 9880008527
ELECTRIC DUCTBANK DESIGNED BY: KPB CADD FILE: 8045_C200_HSR~,^. `
SS I y~~I- ` N PDT 4 tY} ~yCHECKED BY: VPN PROD. MGR: VPNi. 77~
O STATE ID NO.: 060709302 CODE: 40623 ITEM: 309 ~F"~83gd@St~~~~
SS PRECAST ELECTRIC MANHOLE ELECTRICAL INFRASTRUCTURE ADDITIONS
r-l ss
Ss E~ PHASE I
DETAIL CALLOUT
OF NpRry
THE UNIVERSITY OF
Wy\ Lvx
a NORTH CAROLINA PROFILE CALLOUT D9ERTA4
h9p
N AT CHAPEL HILL
LANDFILL GAS PIPELINE
REFER TO SHEETS SU2.15-SU2.18
UTILITY SITE PLAN
RMF ENGINEERING, INC. GRAPHIC SCALE po`#y1N ~E*14, 8081 ARCO CORPORATE DRIVE,
20 10 0 20 40 n SUITE 300 frf RALEIGH, NORTH CAROLINA 27617
i NON SCALE: 1 20'-0" PHONE: [phone] C2,1 UNIT OF MEASURE: FEET FAX: [phone]
~ip~fllONALwww.rmf.com

GENERAL NOTE:
1. CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN POSITIVE
SHORING IN ALL EXCAVATIONS ALONG HOMESTEAD ROAD TO PROTECT THE ROADWAY FROM SETTLEMENT OR CAVE-IN DUE TO TRAFFIC
1
®f~dVO~~ LOADING.
1 pp pp pp ~p 2. CONTRACTOR IS REQUIRED TO BACKFILL COMPLETELY WITH PLOWABLE
'~J' ~ 0 L~ ~ ~ 0 ~ S L~ ~ ~ ~ I V ® FILL FROM STATION E313+50 TO E333+00 AND HAUL OFF ALL EXCESS EXCAVATION.
SYMBOL DESCRIPTION
3. CONTRACTOR TO MAINTAIN SERVICE AND PROTECT EXISTING UTILITY
TO THE SATISFACTION OF OWASA, UNIVERSITY AND RMF ENGINEERING
1 ® TELECOM DUCTBANK INSPECTORS. FOR RUNS PARALLEL TO OWASA OWNED UTILITIES, POSITIVE SHORING IS REQUIRED TO MAINTAIN EARTH PRESSURE ON
1 PIPE BELLS. FOR PERPENDICULAR CROSSINGS OF OWASA OWNED
UTILITIES, REFER TO TYPICAL PIPE SUPPORT DETAIL ON SHEET C7.05.
PRECAST TELECOM MANHOLE
I 4. THERE SHALL BE 5 FT HORIZONTAL SEPARATION BETWEEN THE EDGE L_ OF THE PROPOSED DUCTBANK AND THE EDGE OF ANY OWASA PIPE
OR MANHOLE EXCEPT WHERE OTHERWISE INDICATED.
1
1 ~ ELECTRIC DUCTBANK 5. PROPER SEALING IS REQUIRED FOR ALL PORTIONS OF ABANDONED
AC WATER MAIN. REFER TO DETAIL SHEET C7.05.
PRECAST ELECTRIC MANHOLE
1
1 x
8" WATER WATER PIPING
~W~
1
DETAIL CALLOUT
1 x
PROFlLE CALLOUT
1
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REFER TO SHEETS SU2.15-SU2.18
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' PIN 9880116269 ~
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CTBANK C7.01 EASE - .1 T _ 1
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ZONE REV DESCRIPTION DATE APPROVED
NSF 15 t ON I I REVISIONS
ORANGE COUNTY 1 514.07' 8
DB 1009, PG 437 4' 7 THIS DRAWING AND ALL COPIES THEREOF IS THE PROPERTY OF RMF ENGINEERING, INC. THIS DRAWING MAY NOT BE USED OR REPRODUCED WITHIN ANY COMPUTER ENVIRONMENT ,~'b. ''pp y^ r~"
PB 78, PG 88 1 PIN 9880008527 OR BY ANY PRINT MEDIA FORMAT WITHOUT THE WRITTEN CONSENT OF RMF ENGINEERING, INC. J s
l t m
2 STORY WO AC SCALE: AS NOTED DATE: 04/25/11 i
29871
RAM E RTM EN DRAWN BY: KPB RMF JOB NO.: 208045.A0 s> 4
/ DESIGNED BY: KPB CADD FILE: 8045_C200_HSR I Cf ~ x^~ a~trhad?' ~ v`~w
BUDDING CHECKED BY: VPN PROD. MGR: VPN ~~1 g 7^7~`"
STATE ID NO.: 060709302 CODE: 40623 ITEM: 309 "~83gd@St~
~ n II .,p ELECTRICAL INFRASTRUCTURE ADDITIONS
I C
PHASE I
301
11 ^ 91 +ll' t OF NORry
I I
Wy Evx ~ o r
I NORTH CAROLINA a
C UBERTAS V. h9p
N AT CHAPEL HILL
I
I UTILITY SITE PLAN
o° ""N'""""" RMF ENGINEERING, INC. F~ y I E R~ N@~ 8081 ARCO CORPORATE DRIVE,
GRAPHIC SCALE r n = SUITE 300
20 10 0 20 40 RALEIGH, NORTH CAROLINA 27617
PHONE: [phone] C2,1 NON SCALE: 1 "-20'-0" ' L FAX: [phone]
UNIT OF MEASURE: FEET till" 111LEIAA~ www.rmf.com

GENERAL NOTE:
CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN POSITIVE
~ { SHORING IN ALL EXCAVATIONS ALONG HOMESTEAD ROAD TO PROTECT THE ROADWAY FROM SETTLEMENT OR CAVE-IN DUE TO TRAFFIC
t 1
1 tY i ®RWONG ~C~G~N® LOADING.
pp pp pp 2. CONTRACTOR IS REQUIRED TO BACKFILL COMPLETELY WITH PLOWABLE
lJ' ~ 0 L~ 0 ~ ~ ~ S L~ ~ G ~ N ® FILL FROM STATION E313+50 TO E333+00 AND HAUL OFF ALL EXCESS EXCAVATION.
3 SYMBOL DESCRIPTION
3. CONTRACTOR TO MAINTAIN SERVICE AND PROTECT EXISTING UTILITY
TO THE SATISFACTION OF OWASA, UNIVERSITY AND RMF ENGINEERING
r ~ ® TELECOM DUCTBANK INSPECTORS. FOR RUNS PARALLEL TO OWASA OWNED UTILITIES, POSITIVE SHORING IS REQUIRED TO MAINTAIN EARTH PRESSURE ON
Ii ~ E E E E - E E PIPE BELLS. FOR PERPENDICULAR CROSSINGS OF OWASA OWNED
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