20030294 Ver 1_MAPS_20030312

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1 ~ % II ~ ~ ~ V A ~ ~ ~ ~ ~ " ~ PIN 0841-13-23-3770 PIN 0841-14-22-6516 ~ ~
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~ ~ ~t / 11 i _ ~ v o ~ I ~ ilk/~.~~ l V ~ ~ I, \ ~ j 1 \ ( 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
~ tl ~ ' - ~ i ~ ~ A ~ A ~ TR TI TANDARDS x ~ ~ \ \ ~ ~ \ EDITION OF THE CITY OF DURHAM S CONS UC ON S a ~ i ~ \ ~ \ ~ \ \ SPECIFlCATIONS, AND PROCEDURES AND THE DURHAM COUNTY
~ l ~ 1 Dp .r ~ \ ` ~ ` I 't \ \ ~ ~ ~ SEDIMENTATION AND EROSION CONTROL OFFlCE'S STANDARDS, SPECS.,
r \ i y,.t ( \ 3 ~ t, \ , \ ! AND PROCEDURES. V t ~ 1 , ~ A
1 - ~ i ~ A _ ~ LA ~ _ ~ ~ . ~ ~ ~ ~ ~ ~ ~ - A TRA T H R SPONSIBLE FOR FlELD VERIFlCATION OF 4 ~ 2. CON C OR S ALL BE E
~ . ~ ~ v A \ ~ v~ ~ \ \ ALL EXISTING UTILITIES PRIOR TO THE BEGINNING OF DEMOLITIQN
\ \".J ~ ~ AND~OR CONSTRUCTION. ~~~"~~~~"r~rr'~•~
\ \ 1 .a ~ \ \ ` ~ ~ I 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ~4 SS ~
~ I - - ~ ~ \ ~ BANK ~D~ry :ti b 1 ~ ~ J ~ i,: ` . j ~ ~ EXISTING UTILITIES TO REMAIN DURING ALL CONSTRUCTION ACTIVITIES.
Si ~ \ ~ V ~ _ _ 370.- \ \ \ ~ I ` ~ t. ~ ? Oh/O etio t ~ , . \ ~ \ f ~ , _ 4. ALL FlWNG OPERATIONS SHALL BE MONITORED BY A
~ ® 'S \ \ ~ . pZ ~ J. ~ \ 1y ~ ~ ~ GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE INSPECTED ~ 14999 ' A I ITABI TY FOR ~ ~ ~ BY THE GEOTECHNICAI ENaNEER TO SSESS TS SU U y
n ~ ~ l~ 1 ~ 0 ~ ~ _ " PROPER COMPACTION PRIOR TO PLACING MATERIAL ON 51TE. THE ; T •?FN ~Q;••<~; V v . p CINE,: ~
\ \ ` ~ GEOTECHNICAL ENGINEER SHALL PERFORM DENSITY TESTS AND ~ p, ~ ` ~ \ ~ REPORTS TO ENSURE MIN. DENSITY IS ACHIEVED. LIFT DEPTHS AND '4 r M. wN~~ ~`~l
_ \ ` ~ ' \ \ \ ~ COMPACTION METHODS SHALL BE IN ACCORDANCE WITH THE 3jy/o3
r ~ ' \ \ \ % ~ ' GEOTECHNICAL ENgNEERNS RECOMMENDATIONS AND THE PRO~CT
i 1 ~ 5 ~ ~ ~rf I ~ A ~I d - . _ ~ ~ ~ ~ \ ~ i SPECIFlCATIONS.
I _ ~ ~ ( t ~ ~ A-~ ~1 ~ \ \ ~ ~ ~ ~ 5. IMPROVEMENTS NATHIN STREETS R W SHALL BE INSPECTED BY CITY
i ~ ~ ~ ~ ~l f ~ ~ ~ 1 1 j / CONSTRUCTION INSPECTORS. I ~ i ~ , , - i ~ J ~
~I ~ ~ / ~ ~ : 1' ~ ~l t _ ~ y , \ ~ ~ ~ 6. CONTRACTOR SHALL TAKE CARE TO MAKE SMOOTH, FLOWING C'~ y
~ ~ \ ~ ~ / % ~ , TRANSITIONS 0 NEW AND EX. ASPHALT TIES. ~ ~A~ J ~ i
-fir - A \ i + ~ ~ ~ i l l L / ~ 1 ) jam' ( ~ ~ / ~ dk ' ~ , f'~ j 7. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFlC CONTROL ~
_ _ ~ ~ v, , % ~ ~ MEASURES FOR ALL WORK WITHIN PUBUC R~YV PER THE MANUAL ON ' \
~ ~ ' 1 x`E ~ ~ - I UNIFORM TRAFFlC CONTROL DEVICES fOR STREETS AND HIGHWAYS U ~ , ~ y ~ ~ ~ , AND HIGHWAYS AND THE N,C. SUPPLEMENT TO THE MUTCD AND ~~;t
I ~ ~ , ~ 1 ~ I ' LOCAL CITY INSPECTORS DIRECTION.
I' i ~ ! r ~ ( i / / p ,w ~ I ~ ~ ! i , i. f I, v ~ v, ~ M ' ~ ~ i I 8. WHERE GRADE SLOPES AWAY FROM CURB, USE REVERSE PITCH
' I ~ ~ - ~ I ~ 1 ~ ~ , 1 I _ _ i ' ! ~ I CURB AND GUTTER UNLESS OTHERWISE SPECIFlED.
~ ~ 1 y/j _ ~ ~ ~ , f ~ . ; ~ 4 9. PERMIT REQUIRED PRIOR TO CONSTRUCTION OF STORM DRAINAGE
L t _ i I - ~ I ~ ~ : _ m I 1 r` o ( ~ ~ ~ ~ ~ I ) ~ , \ FACILITIES. PERMIT TO BE OBTAINED FROM CITY OF DURHAM O
~ ~ ~ I ~ ~ ~r I 1 ~ ~ I~{ ~ I ` ~ ~ ` ENgNEERING DEPT. WITH A COPY OF THE APPROVED PLANS. APPLY a
- ~ \ 1 ~ \ FOR PERMIT NATHIN 30 DAYS OF STARTING WORK. PRIOR TO ANY n ~ ~ 1 ~ CONSTRUCTION, CONTACT ENgNEERING CONSTRUCTION INSPECTION V ~ W
30.05 , ~ ~ , A N \ V A ~ ~ , i ~ , v ~ , ~ ~asnNC ~ I ~ ~ S~ ~ \ \ ~ 1 V v \ ' \ \ ~ ~ ~ a,l I ~j ~ \ \ \ OFFlCE AT 580-4328 (MR. JOHN RIVES) A MINIMUM OF 48 HOURS
~ ~ 18` t ` 16' y' \ \l- - 1 ~ DOES NOT ENCROACH I ~ O \ Q ~ ~ ~ \ _ - ~ \ ~ ~ i - ~ ~I ~ - \ r- ~ \ \ . , ~ ~ r ~ ! ~ AHEAD OF THE TIME TO COORDINATE INSPECTION PRIOR TO ACTUAL x . ~ ~ ~ /i caNSTRUCTION. E., ~w
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~ ~ ~ ~ ~ ~ flu , A ~ ~ ~ ~ li V ~ ' ~ ~ W ~ ~ ~ I ~ ~ ~ ~ jr} 1 ~ ~ ~ ~ I I l ~ _ , III! I ~ DATE: JAN. O8, 2003 ~
~ ~ ~ ~j U ~ ZV ~ ~ ~ I i 1 ~ ~ ~ I ~ ~ ~ I ` ) ! r I ~ HORIZOMfAL SCALE: 1' = t017 I i l l J I t
e~ ~ ~ / / _ _ _ ~ ~ ( ( ~ VERTICAL SCALE: NONE ~ / / f ~ ~ PROJECT MANAGER: KRB
_ A A ~ A A~ ~ ~ ~ ~ l t ~ i ~ I - _ ~ ~ ' ~ ~ 1, r t l 1 ~ ~ / ~ ~ ~ ~ ~ l ~4 DRAWN BY: APL
t , ~ I 1 ~ / f' ~ V AQ' ~ } L ~ ~~i~ I ~ ~ i 'i ~ 1 ~ ~ ~ ~ ~ ~ r ' ~ I ~ f ~ 3i ~ - PROJECT N0: 90 i r t i l l
_ ~ _ / i ~ j ~ _ DRAWING NAME: 9031-Prelim.dwg ~ ~ ~ i ~ ~ 1~~-~~.
v ~ i ' ~ ~ ~ ~ r / ~ ~ \ _ n+~s DruvnrG nND Try DESIa+ r+E~aN
~ ~ ~ 4 ~ ~ ! I ~ 177 ~ or ~ 1 l ( ti i a' ~ ~ - - - ~ , - ~ ° - ~ i ARE THE PROPERTY OF CIVIL CONSULTANRS, ~ ? ~ ~ ~ \ 1 ~ INC. THE INFORMATION ON TNIS DRAWING IS
~ ~ ~ ~ I - _ ~ \ PRO~~ ~n+E R~ µPROOUCna+ on oTr~ER J / ; , ,
r ~ \ USE OF THIS DMWING IN WHOLE OR IN PART, WfIFpUT WRITTEN CONSENT OF CIVIL
_ - I - ~ i - ~ - ~ ti..- - ~ - t i ~ \ CONSULTANTS, INC., IS PROHISrrED.
y ~ ~ COPYRIGHT 2002 CNIL CONSULTANTS, INC.
CALL BEFORE YOU DIG... ITS THE LAW.
SHEET N0. D ,oo mo
CALL N.C. ONE-CAII(t-800-632-4949) FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
L Wk)Kr%If4U UATJ rrclVK IU btUINNfF U UKAUINU VK MtNUMINU.
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PRELIMINARY
DO NOT USE FOR CONSTUCTION

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~ I i~ ~ - ~ , ~ ~ - ~ ~ I ~ t i~~ \ .J ~ ~ PIN 0841-13-23-3770 PIN 0841-14-22-6516 0
_ 1 ~ ~ ~ I k ` _ ~ M A__ , NCG~ MONfSMi~1T ME ORI L ~ ~ ~ - _ NAD ~•CQORDINATES_.. ~ \ T.M. 358-01-003 T.M. 374-01-011 ~ m ~
~ ~ ~ I ~ ! _ PIN 0841-14-23-7319 PIN 0841-t4-23-7870 ~ q N" 814,802.95 - , j o
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; 1 ~ I, ( ~ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
` , ~ ,1 - ; - ~ , I I EDITION OF THE CITY OF DURHAM S CONSTRUCTION STAND RDS, a j \ '1 ~ ~ ' i, I SPECIFICATIONS, AND PROCEDURES AND THE DURHAM COUNTY
. ~ ~ - ; 1 ~ .tea I , ~ . ~ . ~ ~ ~ ~ ~ ~ ~ ~ SEDIMENTATION AND EROSION CONTROL OFFICE'S STANDARDS, SPECS., i ~ , ~ }
~ /Y 1 DP.... ~ ~ , - , ~ ~ AND PROCEDURES.
4. ~ i \ ~ / ` t~' p / i I.,`~ ~ l n i\,. 'ice. n d ~ " i l ~ t~ - ` ` 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FlELD VERIFlCATION OF ,
4~ .iC, l ~~r ~ . ~ -p~mc A, , i ~V ALL EXISTING UTILITIES PRIOR TO THE BEGINNING OF DEMOLITION
~ ~ 1 \ ~ ~ AND/OR CONSTRUCTION. y~~
~ i'. A T HA R P F R PR TING ALL ~y ,;,,,I 3. CONTR C OR S LL BE ES ONSIBLE 0 OTEC •••~Q~•• $SI ~'•q ti
~ ~ \ ~R t i i ~ ~ 19 ' p~h `h, ~ \ ~ a ~ . ~ / ~I EXISTING UTILIIIES TO REMAIN DURING ALL CONSTRUCTION ACi1VIT1ES, ~ Hgti
t ~ o n ~ ~ ~ M\ ~ ti ~ 00 \ ~ 1~ V ~ ti ~ ~ ,I , _ 4. ALL FlLUNG OPERATIONS SHALL BE MONITORED BY A
,----3 _ . , , ti ~ ` _ , _ ~ _ _ 6 ® `c` • ~ G ~ ~ ' ~ ~ _ GEOTECHNICAL ENGINEER. ALL FILL MATER?AL SHALL BE INSPECTED ~ 4 BY 1HE GEOTECHNICAL ENGINEER TO ASSESS ITS SUITABILITY FOR t
n r s ~ PROPER COMPACTION PRIOR TO PLACING MATERIAL ON SITE. THE F e
, ti ~ ~ ~ \ i A ~ / / / ' ~ ~ -p' ~ ~ ~ _ GEOTECHNICAL ENGINEER SHALL PERFORM DENSITY TESTS AND .,~0~, ~P
~ ~t ~ i ~ ~ t~, i 7 \ REPORTS TO ENSURE MIN. DENSITY IS ACHIEVED. LIFT DEPTHS AND r M. WHO \ ~ ~ ~ / „ COMPACTION METHODS SHALL BE IN ACCORDANCE WITH THE ~'~a~ 3 2 6 D3
4 / 1~ ~ ~ ~,ii~ ~ ® t/ l ~ ~ NIA N INEER'S RE M N ATI AN TH PROJECT ~ ~ ' GEOTECH C l E G COM E D ONS D E
~ / ~ i \ ~ % SPECIFICATIONS. i ti
i \ ~t y ' ~ ~ ~ ~ l • ~ i 5. IMPROVEMENTS WITHIN STREETS R/W SHALL BE INSPECTED BY CITY
~ , ~ ~ ~ ~ - , ~.r, ~ y , / ~ CONSTRUCTION INSPECTORS. y ~ _ ` I , ,
, . _ / r a , ~ ~ ~ ~ l ~ ~ ,t , ~ ,r . • ~ ~ WIN ~ _ • ` ! ~ ~ 6. CONTRACTOR SHALL TAKE CARE TO MAKE SMOOTH, FLO G
ti 5 ~ ~ ~ ~ ~ I I i , ~ I \ /t ~ TRANSITIONS 0 NEW AND EX. ASPHALT TIES.
. t - , , 9,~a~da!'\ ~ ' 'i % 7. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFC CONTROL
i : ~ 464.71' ~ 1 f ~ ~t ~ - ~ J4, L _ - •~'E:• 1i , ; ~ ,1, , ~ MEASURES FOR All WORK WITHIN PUBLIC R/W PER THE MANUAL ON
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• ~ `t ' ~ ~ r r i ~ , ~ - P ~ ~ ~ 1 ~ i~ - ~ 1 1 - P r ~ r, ; ! ! ~ A ITY IN T R IR N ~ ~ , i , : l ~ I LOC L C SPEC 0 S D ECTIO .
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i ~ i' , ~ I ' ~ ~ ~ f 1 I I i. ~ ! % ~ ~ ~ : f I j j 8. WHERE GRADE SLOPES AWAY FROM CURB, USE REVERSE PITCH w 'r~'' ~ CURB AND GUTTER UNLESS OTHERWISE SPECIFlED. Z I xa~• w - ~ ~
w _ i . ~ w, ~ t - 1 9. PERMIT REQUIRED PRIOR TO CONSTRUCTION OF STORM DRAINAGE
T I ~ ~ f' I~]~~^ l_:_ _ , / " \ j r ~ \ _ _ 1 R o ~ , I ~ ~ i ~ FACILITIES. PERMIT TO BE OBTAINED FROM CITY OF DURHAM
t \ ~ EE' 229. ~ ~ ' ~ ; ~ ~ _ i ~ ! _ , ~ s ease r w . i ~ \ r~.~ . ~ \ , . I I , ENGINEERING DEPT. WITH A COPY OF THE APPROVED PLANS. APPLY ~ ~ \ ~ ~
~ ~ ~ - - '.A _ 7 ~ : f ~ ~t II ~ ~ FOR PERMIT WITHIN 30 DAYS OF STARLING WORK. PRIOR TO ANY ~ ~ ' Ir i , '~t ` CONSIRUCTION, CONTACT ENGINEERING CONSTRUCTION INSPECTION V
J0.05' ` ~ i ~ ~ I ~ . ` smic Fla+cE - ~ t ~ t , _ \ ~ ~ OFFICE AT 560-4328 (MR. JOHN RIVES) A MINIMUM OF 48 HOURS
~ DOES NOT ENCROACH 3 ~ 18 ` ` ` 1 2 H\ r ~ ~ l _1~ , ~ , \ _ ~ _ _ ~ ~ AHEAD OF THE T1ME TO COORDINATE INSPECTION PRIOR TO ACTUAL x ~ ~ ' ` ~ \ ~ CONSTRUCTION. ~ W
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~ b ~ W~ ~ ~ j I ~ ~ f ' I ' i ~ ! ' DATE: JAN. 08 2003 I ~ ~ ~ ~ ~ i I
~ ~ M ~ I ~ ~ 1 ~ ~ r ~ } ~ ! ~ HORIZONTAL SCALE: 1' =100' r ' ~ i ~ ~ i
~ h i ~ ~ r- ~ p' ~ ~ w ~ ~ ~ n ~ ? ~ ~ i l r t ` , 2 ~ 1 , ~ i ~ j i ~ VERTICAL SCALE: NONE - , ' r~ 1 ~ ~ ~ ~ PRAIECT MANAGER: KRB
~ _ _ - ` - ~ i ~ ~ ~ - 1 i~ ~ ~ ~ ~ ~ ~ i f~~-~ DRAWN BY: APL
~ , ~ ~ ~ , ~ ~ ~ ~ PROJECT NO: 9031 ' i '
~ ~ i ~ , i" ~ ~ ( I ~ ~ _ DRAWING NAME: 9031-Prelim.dwg
` 1 ~ - ~ ~ -1 ~ ~ ~ t 1 i ! i ~ 1 I ! ~ ~ ~ - THIS DRAWING AND THE DESIGN HEREON r _
r' 1 , 1.72' ~ _ ~ pP ~ ~ ~ , ~ ter. ~ i ARE THE PROPERTY OF CIVIL CONSULTANTS, t 1i 1 INC. THE INFORMATION ON 1HIS DRAWING IS
~ ~ ~ ~ _ _ s \ ~ - NOT FOR USE ON ANY OTHER SITE OR ` ~ PROJECT. THE REPRODUCTION OR OTHER _ ~ ~
\ ) _ - ~ ~ ~ j ~--T - r _ - ~ ~ / ' \ USE OF THIS DRAWING IN WHOLE OR IN PART, i ti ~ ~ WITNOUTWRITTENCONSENfOFCIVIL
. ~ - - r - - - 1~ ~ CONSULTANTS, INC., IS PROHIBRED.
- , ~ ~ ~ i s. ~ ~ ' ~ \ M _ t,-_ _ COPYRICHT2002 CNILCONSULTANTS,INC.
CALL BEFORE YOU DIG... ITS THE LAW.
CALL N.C. ONE-CALL(t-800-632-4949) SHEET N0. too 0 100 200
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
L TYUKRINU UHTJ rKIUK IU MUINNINU UKAU114U UK IKLIVl.F111VU-
NORTH CAROLINA GENERAL STATUTE 87-102 1 inch = 100 ft C5
PRELIMINARY - DONOT USE FOR CONSTUCTION