20090310 Ver 1_Site Plan_20090324

i
LEGEND ~ ~ 1 ; ~ ~ , ~ ~ -
Nigh Performance Living
-SS--(S}-SS~SS PROPOSED SEWER LINE, MANHOLE & CLEAN-OUT
coNSTRUCTIaN sEauENCE ~
Go PREPARED BY
1, CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED -W w w PROPOSED WATER LINE ENGINEERING DEPARTMENT
TO BE DISPLAYED ON-SITE ARE AVAILABLE.
2. CONTRACTOR SHALL HOLD PRE-CONSTRUCTION MEET1NG AT LEAST ONE 48 HQURS BEFORE THE ACTUAL ¦ _A~ E ~ E N T PROPOSED FIRE HYDRANT ~?TY coNCORD ~ ? P.O. BOX 308
START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 N PROPOSED WATER VALVE GONGORD N.C. 28026 [phone]
HOURS PRIQR TO DIGGING OR AS DIRECTED AT THE PRE-CONSTRUG11pN MEETING.
4. CONTRACTOR SHALL MAINTAIN TRAFFIC AND SAFETY CONTROL MEASURES AT ALL TIMES ON THE PRQJEGT. (SEE 8 PROPOSED BLOW-OFF
TRAFFTG CONTROL) "
5. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTTON ENTRANCES (IF ANY} AT EACH POINT QF ACCESS TO SEDIMENT FENCNG ~t+~f4~,~,,,~~~!°~'~J,,F~
STORAGE AND CONSTRUCTION AREAS. ~
6. SEDIMENT AND EROSION GONTRQL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS AND BEFORE DA-GLO ORANGE PERSONNEL FENCING ~ ~q~
STARTING WORK. i SEAL < s
7. CONTRACTOR SHALL CLEAR RIGHT-OF-WAY IF NECESSARY. PROPOSED ENGASEMENT :rn~ 17577 s'~° r"U "
8. STOCKPILE RIP-RAP ON SITE AND INSTALL ALL OTHER EROSION GQNIROL MEASURES WHERE THE WORK IS - SS SS EXISTING SEWER AND MANHOLE °'°;~'~~~3~; I.~t~i~~'R,'`~k~~
4GGURRING. THE CONTRACTOR SHALL NQT INSTALL ERASION CONTROL MEASURES IN AREAS WHERE THE WQRK WILL NOT OCCUR FOR SOME TIME. ADDITIONAL ERASION CONTROL MEASURES MAY BE REQUIRED BY THE CITY/CHIEF ''~Uli~ 41114
ENGINEER OR UPON RECOMMENDATION OF NC DENR PERSONNEL AS CONDITIONS WARRANT. a EXISTING SEWER FORCE MAIN
9. IN AREAS WHERE IT CS NOT FEASIBLE TO INSTALL EROSION CONTROL DEVICES, ALL DISTURBED AREAS MUST BE Engineer's Seal
SEEDED AND MULCHED BY THE CONTRACTOR WITHIN THREE DAYS OF INITIAL DISTURBANCE. TEMPORARY SEEDING W ~NW-°- tN EXISTING WATER LINE
SHALL BE REQUIRED ON ALL OTHER AREAS TO BE DCSTURBED FOR A PERIOD OF 1Q DAYS OR LANCER.
10. CONTRACTOR SHALL GOQRDINATE ALL BLOW-APPS AND TESTING WITH THE CITY ENGINEERING DEPARITNENTAS ~ G EXISTING GAS LINE
CONSTRUCTION ADMINISTRATOR AT LEAST 24 HOURS iN ADVANCE OF SUCH WORK. NOTIFY THE RESPONSE AREA P R 0 J E C T L C A TI a ~I FIRE DEPARTMENT IF EXISTING SYSTEM VALVES NEED TO BE SHUT OFF IN THE COURSE OF THE WORK. W
A.~ OT UT EXISTING TELEPHONE (OVERHEAD OR UNDERGROUND)
11. UPON GOMPLET10N OF THE INSTALLATION AND WITH APPROVAL QF NC DENR-DLR, ALL EROSIQN CONTROL Q DEVICES EXCEPT FOR CREEKfSTREAM BANK STABILIZATION SHALL BE REMOVED AND DISPOSED OF IN AN
ACCEPTABLE MANNER, EACH SECTION SHALL BE SEEDED AT EARLIEST POSSIBLE DATE AFTER INSTALLATION OF 0E-~-UE EXISTING ELEGIRIG (OVERHEAD OR UNDERGROUND)
PIPE, STRUCTURE, OR ACCESS.
12. ONCE GROUND COVER IS FIRMLY ESTABLISHED ALL TEMPORARY ERASION CONTROL MEASURES SHALL BE ~J r 1~ EIP - - - - - - - - - - - PROPERTY LINE AND IRON PIN
REMOVED WITH THE APPROVAL OF NC DENR-DLR. ` s
13 GON A TOR SHAL RE R NCE SPECIAL CONDITIONS FOR JOB SE UENGE AND OTHER DIRECTIONS IF ANY. S W TR C L FEE Q I~ - - - - - - - - - TEMPORARY GONSTRUCTTON EASEMENT
CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITY WITH THE CITY ENGINEERING DEPARTMENT.
- - - - - RIGHT OF WAY/PERMANENT EASEMENT Surveyor's Seai
GENERAL NOTES - - - - - - - WATERWAY/DITCH LINE
1. ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP IS TO BE IN ACCORDANCE WIITi AND SUBJECT TO THE X X EXiS11NG BARBED WIRE FENCE
WATER AND SEWER AUTHORITY OF GABARRU5 COUNTY'S STANDARD SPECIF1GAlIONS; THE CITY OF CONCORD"S ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, AND THE NORTH CAROLINA ADMINISTRATIVE CODE FQR
WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS. IN THE EVENT OF CONFLICT BETWEEN THE WATER o------a-- EXISTING WOVEN WIRE FENCE
AND SEWER AUTHORITY OF GABARRUS CQUNTYS STANDARD SPECIFICATION; THE CITY OF CONCORDS ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, OR THE NORTH CAROLINA ADMINISTRATIVE CODE, THE MORE RESTRICTIVE
REQUIREMENTS SHALL APPLY. c~+
~7 2. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE LATEST STANDARDS QF THE N.C. o ~ EXISTING CHAIN UNK FENCE
SEDIMENTATION POLLUIIQN CONTROL AC7 AND APPLICABLE LOCAL AND FEDERAL REQUIREMENTS.
3. CONTRACTOR SHALL NOTIFY THE GONSTRUCTTON ADMINISTRATOR OF THE GIIY QF CONCORD ENGINEERING TREE/WOODS LINE
DEPARTMENT AT LEAST 46 HQURS IN ADVANCE OF BEGINNING WORK.
EXISTING FIRE HYDRANT
4. INDIVIDUAL WATER, GAS, SEWER, TELEPHONE, AND GABLE SERVICES MAY OR MAY NOT BE SHOWN ON THE FLANS. CONTRACTOR TO CONTACT APPROPRIATE AGENCY FOR FIELD LQCAT10N5. ~1~V EXISTING WRIER VALVE
5. CITY OF CONCORD ELECTRIC, WATER, AND SEWER DEPARTMENT PERSONNEL WILL ASSIST THE CONTRACTOR IN LOCATING ALL CITY QF CONCORD UTILITY SERVICES AND LINES.
I~ EXISTING WATER METER
6. IF MAILBOX PULL-OFF AREAS ARE DISTURBED, CRUSHED STONE STABILIZER SHALL BE PLACED WITH SUFFICIENT LENGTH TO ACCOMMODATE VEHICULAR TRAFFIC, THESE AREAS SHALL BE MAINTAINED FOR THE ONE-YEAR
WARRANTY PERIOD. THE COST OF THESE ITEMS SHALL BE INCLUDED IN THE COST OF LAYING PIPE. EXISTING WELL
7. THIS PROJECT SUBJECT TO 100 YEAR FLOOD PER FIRM MAP 37025GOO82 D, NOVEMBER 2, 1894.
] EXISTING TELEPHONE/POWER RISER
6. FIRE HYDRANT EXIENSIQNS, IF NEEDED, SHALL BE INCLUDED IN THE CQST OF THE HYDRANT INSTALLATION. LP
8. GATE OR BUTTERFLY VALVES, BLOW-APES, AND FIRE HYDRANTS MAY BE FIELD ADJUSTED 50 FEET IN EITHER ~ EXISTING LIGHT POLE
DIRECTION WITH THE PERMISSION OF THE ENGINEERING AND WATER RESOURCES DEPARTMENTS. N
N PC~-~-~C EXISTING POWER POLE/GUY WIRE
Sd R F
F EXISTING STREET OR LOCATION 51GN
RIGHT-OF-WAY NOTES
1. RIGHT-OF-WAY UNES AND PROPERTY UNES ARE SHOWN ON THE DESIGN DRAWINGS AND ARE FOR CONC. MON. ~ EXISTING CONCRETE R/W MONUMENT
REFERENCE ONLY. FOR EXACT LOCAITQNS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORD'S
CONSULTING REGISTERED LAND SURVEYOR OR BY THE CITY SURVEYOR. `V~ `y. BENGHMARK/TEMPORARY BENCHMARK
2, REFER TO STANDARDS AND SPECIFlGA710NS FOR WATER AND SEWER CONSTRUCTION FOR FURTHER DETAILS c~
CONCERNING THE RIGHT-OF-WAY. ~\C.' lv EXISTING RGP OR GMP

P ~ TRAFFIC CONTROL ~ / IMB EXISTING MAILBOX
~ ~ ~ ~
~ ~ 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR WORK ZONE TRAFFIC SAFETY AND CONTROL /~j
2. ALL WORK ZONE TRAFFIC CQNTRQL DEVICES AND QPERATiONS USED ON STREET AND HIGHWAY CONSTRUCTION, S MAINTENANCE, UTILITY DR INCIDENT MANAGEMENT SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS IN THE
LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC GONIRQL DEVICES FQR STREETS AND HIGHWAYS (MUTCD}.
3. ALL TRAFFIGfSAFETY CONTROL DEVICES SHALL BE IN GOOD REPAIR AND SHALL BE POSITIONED AT ALL TIMES IN VICINITY MAP a THE APPROPRIATE LQCAlI0N5 FQR THE WQRK OPERAl1QN. THE GQNTRACTQR SHALL CAREFULLY MQNITOR SITE
CONDITIONS SUCH AS LIGHT, WEATHER, TRAFFIC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC SAFETY CONTROL SCALE: NTS f
~ MEASURES ARE OPERATING EFFECTIVELY.
4, THE CONTRACTOR SHALL PREPARE A PROPOSAL ON THE TRAFFIC CONTROL OPERATIONS AND PRESENT THEM TO
~ THE NGDOT DISTRICT ENGINEER OR His REPRESENTATIVE AND THE CITY OF CONCORD S ENGINEERING DEPARTMENT 7-
CONSTRUCTION ADMINISTRATOR (PHILLIP KINGSLAND) ~ 920-54Q4 AT LEAST 48 HOURS BEFORE BEGINNING WORK. NARRATIVE DESCRIPTION y m
LLt Q
W
UTILITY NOTE , a THIS PROJECT GQNSISTS OF THE DEMOLITION OF THE EXISTING DOUBLE BARREL CMP CULVERT AND REPLACEMENT WITH A 66
o LONG, 6' WIDE, 7' WIDE DOUBLE BARREL BOX CULVERT. AL50 INCLUDED IN THIS PRQJEGT IS THE fNSTALLATIQN OF 4 STEP 1 THERE WILL BE A MINIMUM 1O-FOOT HORIZONTAL SEPARATTON BETWEEN THE SEWER LINE AND THE WATER MAIN. POOLS.
WHEN THE 10-FOOT MINIMUM HORIZONTAL SEPARATION CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS
ABOVE 1TiE SEWER, BUT WITH LE55 THAN 24 INCHES OF CLEARANCE, OR WHEN THE SEWER IS ABOVE THE WATER THE PRQJECTED AMOUNT OF GROUND DISTURBANCE IS 0.33 t ACRES. THIS IS BASED UPON A DISTTJRBANGE QF 300 LF DRAWING INDEX
o MAIN, BOTH THE WATER MAIN AND THE SEWER LINE SHALL BE CQNSTRUCIED OF FERROUS MATERIALS WITH JOINTS AND UPQN AN AVERAGE CONSTRUCTION WIDTH OF 60 FEET DISTURBED BY THE INSTALLATION. ~ EQUIVALENT TO WATER MAIN STANDARDS FQR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO SHEET 1 PROJECT NARRATIVE, NOTES, LEGEND, SITE MAP
s THE SEWER, OF 10 FEET ON EACH SIDE OF THE CROSSING. (SEE DETAIL BELQW) SEEDING OF DENUDED AREAS SHALL BE DQNE AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN 10 DAYS AND IN
ACCORDANCE WITTY THE SPEGIFICATIQNS GIVEN IN THE PLANS. REMOVAL OF ALL SEDIMENTATIQN ANp EROSION CONTROL W DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS BEEN COORDINATED WITH THE DEPARTMENT OF ENVIRONMENTAL m HEALTH AND NATURAL RESOURCES, THE CITY QF CONCQRD, AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SHEET 2 EXISTING CONDITIONS
n
E - - - LOCATION AND PRQTECT10N OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR SHEET 3 DESIGN -SITE GRADING PLAN ~ 0
•I I I-C I I-I I I~I i f--III I I L.-III-I I •I I I---III-III-I I I~ I I -III-~-I I I~ I`f ~ {SEE PROTECT}ON OF EXISTING UTIUTIES'~ PLEASE NOTICE THAT THIS PROJECT GROSSES SEVERAL UNDERGROUND UTTLITTES F SHEET 4-7 DESIGN - PLAN~PROFILE
m ALONG THE ROUTE OF WORK. MINIMUM SEPARATIQNS BETWEEN THE NEW SEWER LINES AND THESE UTILITIES SHALL BE HELD AT ALL TIMES. IN THE EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITI' QF CONCORD U
' ENGINEERING DEPARTMENT IMMEDIATELY. ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPQNSIBILITY OF THE SHEET 8 DESIGN -STREAM CROSS SECTIONS ~
" CONTRACTOR AND SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D., WATER MAIN OR-~`~ n STORM SEWER-~ ~ NCDQT OSHA AND ALL OTHER LOCAL STATE AND FEDERAL REGULATIONS. 0
24 MIN. 24 MIN. SANITARY SEWER SHEET 9-13 DETAILS -CULVERT DETAILS
COMPLETION OF TH{S PROJECT IS ANTICIPATED TO TAKE 120 DAYS AFTER NOTICE BY THE CITY QF CONCORD TO PROCEED.
+ FINAL COMPLETION AND ACCEPTANCE OF THE WORK I5 ANTICIPATED TQ BE MJUNE 2009. 8 SHEET 14-15 DETAILS -CHANNEL STABILIZATION
STORM SEWER WATER MAIN OR U a m SANITARY SEWER SHEET 16 DETAILS -STORM DRAIN DETAILS
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l~ ~r TOP I F PIP. TOP F PI E {704) 920-5425
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E r *o PROTECTION # EXISTING UTILITIES
a THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXr1Ci FIELq
~ ~ ~ P ~ r y F LOCATIONS # ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
~ e U ` OMISSION FROM OR THE INCLUSION # UTILITY LOCATIONS ON THE CONTRACT DRA4ANGS W IS NOT T6 BE CONSlDEREO AS THE NONEXISTENCE # OR A DEFINITE LOCATION # F"
41 r r a r EXISTING UTILITIES. IT SHALL BE THE RESPONSIBIUtY # THE CONTRACTOR TO VERIFY "Q THE LOCATION AND DEPTH OF ALL UNDERGROUNq UTILITIES ALONG THE ROUTE # Q
~~"`e, WORK.
h ` 4 THE FUU.ONING LISTING # UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE} ~ MAY HAVE EXISTING UNDERGROUNq OR OVERHEAq UTILITIES NN THE CONTRACT ViGNiTY.
r y~~~ m rf tIVf9~ T. qTY # CONCORD (704} 920-5425 2. GONGORq TELEPHONE COMPANY 1-800 781-2257
DB.8291 PG,55 3. WATER AND SEWER AUTHORITY # CABARRUS COUNTY (704} 786-T7$3
a 4``ro,, r LOT 11 MB.22 4, N.C. OEPT # 1RANSPORTATION DESIGNED BY: EAB 5. SOUTHERN BELL TELEPHONE
~ ~ ` r ar. ~a piN 8. SQUTHERNNE71NtX1RPORA1Eq
566'12 2 7. AT&T UKAWN kf T: ut 1'1 8. TELECOM USA [phone], 1-600-868-5303
9. M.C.I. 1-800-288-6295, 1-80D-624-9675 CHECKED BY. EAB 10.TIME WARNER CABLE (704} 576-1202
m , 12.PPUUBLIC SERVICE COMPANY 1 -(7600) 938-5156
s PLAN a SCALE: AS SHOWN 13.SOUTHERN RAILWAY SYSTEM [phone]
lo-D a SCALE: 1" = 20' 14.UNION ELECTRIC COMPANY 1-800-422-4399 DATE: 03/10/09 NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL (FORMERLY ULOCO) PROJECT NUMBER: 2008-017
0 C NORTH CAROLINA ONE CALL 1-800-632-4949
SHEET. 2 OF: 18

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P~OTEC110N OF EXISTING UTILITIES
~ ~ a ~ ~ ' ~ / p I t 1 y\ • f 4 ~ .CONTRACTOR SHALL. CONTACT ~iE APPROPRIATE AGENCY FOR THE EXACT FlELD ~ L ATIONS OF ALL WATER, SEWER, Ei.EGTRIC, TELEPHONE, iELENSON AND ANY OTHER
~ - r-' 4 ~ ~ e 4 p 1p r ~r~ t yy ~ UN ERGROUND AND OVERHEAD UTiUI~' BEFORE STARiiNG CONSTRUGTtON. THE .ms`s OMI ON FROM OR THE INCLUSION 0~' UTiL1TY LOCATIONS ON THE CONTRACT DRAYANGS
' .'"595r 1 ~ ~ ~y ~ f~ i I 't yy ~ ` IS OT TO BE CONSIDERED AS THE N~,NEXISTENCE.OE_QR,,A DEFlNiTE LOCA710N OF ~ EXIS NG UTILITiES. IT SHALL BE THE RE5~'ONSIBIlJTY OF 1H~ ~STR'AGTOR'Tfh-VFT~FY
r'w 5 1 ~ / i THE ~.OCA7ifkJ AND DEPTH OF Atl UNDERGROUND UittlilES ALONG THE ROUTE I~- ~ WORK <C
e A ~f, t ~ l ! ! THE FL~OLLOWTNG LISTING OF UTILITY COMPANIES (WHlgi MAY OR MAY NOT BE COMPLETE) ~
r .53~`,...--'" 537 P I ~ p! 4 ~ MAY E~AVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VIgNITY.
t ~ ~~r I 1. q OF CONCORD [phone] ~ t"` ~v t 2 CONCORD TELEPHONE COMPANY T-800 18t-2257
f M~.~ r, ~ / `'y ~ 3. WA1~R AND SEWER AUTHORITY OF GABARRUS COUNTY {704) 786-1783 w ~ 4. N.C.IDEPT OF 1RANSPORTATiON C?
\ ~ i 1 f I ~ ~ ~ ~ 5. SOUTHERN BELL TELEPHONE
9 ~ ~ ` ~ / "°a 1 ~ `mo`d 7. A ~TtERNNET INCORPORATED DESicN~D BY: EAB till ~ ~ a TTU.ECOM usA (803) s4B-0482, t-BDG-BSB-s3D3
r l t ~ l \ n u++, E i-enIL90G_C~eC +_ann_ane_ert~rt n~r1 lAfAl DV. i'~f~/+
m.u. 10.1a WARNER CABLE [phone]
11.DUKE ENERGY 704 936-5156 12PUBUCrSERVICE COMPANY 1-600-632-4949 CHECKED BY. EAB
\ \ 13. SOUTN N RAILWAY SYSTEM [phone] - 14.UNIONi~ECTRIC COMPANY 1-600-422-4399 SCALE: AS SHOWN
PROJECT 1 PLAN NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL P ` (FOR ERLY ULOCO) DATE: 03 1 O9
SCALE. 1" = 1 Q7 NORTH CAROINA ONE CALL 1-800-632-449
PROJECT NUMBER: 2008-017
t SHEET: 3 OF: 18

ii ..r ~ t o \ iii
1
t \ ~ ~ ii1 r/ t °1t` i \ \ iii ~ iii / ~ , p t t \ ii } ~ }
ii ~ t ~ DB.2594 \ is s ti „ ~ ~ ~ ~ t \ PG.164 LOT 5 ii
t i 1 1 d G 9 \ i
t ~ k ~ t ~ C0~ PIN 5631011490 \ ii , i
~ ~ , t ~ r \ ~ Nigh Performance Living
~ '~t ~ r r iii
k r f A, . t t i \ r ii r' r
/ / " tt \ ii PREPARED BY
! 1i ~ " ~ ti i` ~ a t ? ENGINEERING DEPARTMENT
~ / i !b ` ~ ~ t4 t ii REMOVE EXISTING GUARD RAIL ~ °°^,o aaaa ~ t t ii~NSTALL NEW GUARD RAIL PER NCOOT STA S
a k ? STEP q ~ aia4 ~ ~ tttt t `++1 ~ ' CITY OF CONCORD
~ STA:0+3$.00 o ~ as 1 ~ } 1? / OFF:tk00'R aia ~ ~ ~ t BANKS BIUZA110N NG~ ~ CLASS BRIP-RA TO PROTECT B K5 JOF;?N H. McCPoMM4N,JR. P.O. BOX 308 K5 DB.798 PG.153 CONCORD N.C. 28026
t ~ ~ a~ ~ 1 t as t t i t ~0 r~,, as „ ~ t t TO BE L FT IN P L~ AFTER CONSTRUC LOT 10 MB.23 (704j 920-5425
y '°m, ate, aaaa , t +w ~ • `~~Ir, ~ a aaasa tk iii PG.75 PIN
~ rrrgrr~rrrw0 t t rrrr4r 5631015443
t ~ ~ r¦r ¦ 4 rrrr r'"~ ~ o ; ~ ti ¦r1r rrrr rrrrrr ~ ~ ~ t ~ .S;q a~ ~ ~ ~ i ! r k`9i`91t7f P1ilAlIiJI
XO ~o r° ti r TEP POOL 0 ~ t ~ i 1 r A:2+85.08 ~~Q A e6°.~~ ~U+ R~} ~
1 ~ ~ V "Sg ~ 1 " - - ¦ , - - -
JGifL ~s '/,~j F~s,~ tnz 1.7x77 :'~-1g
~~ryy,,~~~~ `ut ~ ate. ~ p t ¦ G , ~ 4
t D6.647 G.158 ~o ~ ~ Fl < i '°n.
~ LOT 1 M6,22 > ~°e, t i , . ~r PG~19 PIN ~ ~ °~o ~ ¦ ~ ` =•595'' ~ ~ ~q ~ 1 ,~P~difEie" ~7 ~ ~J w"~~`~i** {di1llll ltk 1141
APPROXIMATE lJMI OF 100 5 1011211 ~ ~ ~ ~ ~ ~ I ~ • ~ ~ _ _ _ ~ y S ~
YEAR FLOOD PLAIN PER FEMA ~ ~ , ~ # ' 1 ~ ~ _ _ _ 5 . r°° A~;~~ gSFy 0= t . '~i.. ~ ' s _ c.a s.,, \ ~ y 'Q., \ 1 5 S 'i^"'T"- $ V ~ ....595 w°r r'.° r'` ~"'s` ``~i~ i FLOOD INSURANCE RtATE MAP ~ _ ~ 595 - - - _ ' ' ' t ' ~ t~ OpA q ~yqo
i NUMBER 370250068 D, ~ ~ ~ ~ ~ it ik . _ cr . , ~ ~ 0 ti ~ \
? DATED NOVEMBER 2 994 ~ ~ , 1 r _ ' L e / I ~ , i f r` ..^595".. s M _ r°°,~`°r° t~ iii * a o tit o ~ ; o ' i ~ .3.a e'" J.n_.» ,....,59~' ~,ri"° ~ cFS~, Engineer's Seal
_ _ ~I
iii \ t f ' t ~ m. ~ ~ ~ ~ r r°i iii V' ~ ~oo 00 0 7 ; ~ ; I II : ~ t t j ; ~ ~ ,./i' ! ,
ii /°s oo'`o ~ XO t I i 4 k t ~ 1 ~ ~~~0 y ~ e ~ ii ` STEP PO01. ~o o S ~ 0 { t § t l @ .,s o'' r'
t t ~ STA:O+79.02 0 0 ~ ~ I ~ .t ~ ¦ t , ~ t _ ~ ~r
iii t aFx:o.DO'L ~ ~ ! I t k ~ } ~ ; i , ~ ~ 2~' + _---r-A f,, ~o iii ~ 0'x`1\ ~ ~ ( 1 p ~'y t~ ~ I ~ 1 t 'y k i -.w - _ ~ a. t

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ii i 0 ~ t ~ ~ tl ..,..„~~~Y of iii t ~ 0 0~ 0 P it ti,__ d { t t r 1 1 .
i, 0 1 I ~ ~ i t ~ r i i t i0` j ~ 595 V ai t 1~' t ~ ~ t 1 ~ ' STA:2+32.01 I
?iaa - Sys. I ~ a,~-"'-fir ~ t I t 6 ! v~, OfF:O. 'L r a t s ~ ~ 1 ~ 1 ~ - I
iaa ~ ~ ~ ' ~ I t~.=YBISS3EA'fItJN ASIN / aaaa t ~ ` _ ~ ~v; r / /
` Surveyor's Seal
aaraaaaaa 1 ~ ~ ~ J . aarraaa ` 4 i / °o _ _
rrnrrrrrrrrrrr t } ~ ' t \ BANK STABILIZATfON USE NCDOT CLASS BRIP-RAP TO PROTECT BANKS "urr~srrrnRrir t PROPOS BA~tRE VERT
¦r i l (TO BE LEFT IN PLACE AFTER CONSTRUC110N) rr ¦ _ _ _ _ - _ .49% ``ti, ¦a`a+rr*rr+t'i rrr L -
aura¦r ¦ ~ FLiNELEV:590~:32 ~ ~ } rr rr aa>r 1 FLOtJTELEV:590.(10
DB.647 PG.158 I araaar~a paa r
PHASE Ii M6.22 k f'" ~ aaaa °`a
PG.19 PIN ! ~ aaa ~ U1 '"i \ 5631018142 i
W ~
I ~ ii ~ W
~~J ~
. d iii \ f TBM: t • t .i u ~ _ _ ~ t t 0 ~ ~ ~ o
RR SPIKE IN POWER POLE _ k ~ i ``'o. PLAN _ ELEV. 60Q.78 ~
- t . , t ? s ~W~ o ~ ~~~~o
t REPLACE 100 OF ASPHALT 0 ADD SOLE; 1 - ~0 4 , ~ WWWQN
1 t A 2.5 CURB & GUTTER TO Bq~H SIDES .o
615 61: 615 ~ ~ u„ ~
I-_i(~~W
_ 3__ XO tnQ.~~l~
.ma.._... _ _ _ _ _ _ ZWp- a
i f• Z ! t ! ' 610
610 ~ a _ 61t ! m Zai a~ 44 ! C)~~
m___ _ L~ - '
_ ~ ~ Z ~ <C
?a ~ I Nati~u~ t-.
_ _ 0"x`3
605 ro t= o. a z 60 605 ~
' pq • [YI--zZ
a ~ _ 4PeS ~ _ STA;p+g5.Q0 FF;y14.04L _ w__ .w. , . _ -
E ; ~ `3 = 7' RIM X04.12 3 ~ i _ _ $ ~ e , ~ ! :59 . RCP°' ~ ,
• .r ~ ! ~ INV UT:594. 0 24" RC13 _ _ I
~ ~ 60( 600 ~ o ~ N + ,,'i ~ ~ 6DD
.
E .r N N I ~W rte, to ~ ~ ~ I i ~ ~i
_,,._._+__.,,e _
_ 595
595 _ _ _ _ ~ I_ . , ~ a W m , _ 59, ~ ! I ~ 1 E I ! N N I

6 e n G 74'..STffRMt' _ _ p
. ___...v. _ E ~ OA ~ f q i
EXISTING 6" WATER UNE ~ ~ _ _ ~ I ~ _ < $ ~ ~ ~ I STA 184. ~
590 . I _ G. x ~ _ M 59E 590
! STA m 0+80.00 - .49% O.OOX $ ~ N f EI~V , 592.00 EL~V m 5 .32 • ^k?1;~.:-;s'rr•. ;N"' M1~ #;,•t r~,;~,"A;.` ~ a s ELEV = 590.32 ' ar• . u ,.a LEGEND
~ ~ s t
EXISTING SURFACE z a
I ~ = t+98 0. $ i -19O.OOX ~ _ ~ _ _ _ A p ~ I ~ EtEV = ~ 588.80 ! ..t.. r
z _ _.._e. _ m _ _ _ _ ~ r N 585 ~ i A = 1+ .BO o.cwx 58. 585 PROPOSED SURFACE
J I $
20, - ~ ~ 5B .00 3 'i ~7 i ~ ~ C w 0
_ . _ . . _ .e._
~ ~ ~ EXISTING NATURAL GAS UNE ~ _ 58( 580 , Ta RDxR ~ TioN PRf11EGTI0N dF EXISTING U111lTtES 580 THE CONTRACTOR SHALL CGNTACT THE APPROPRIATE AGENGY FOR THE EXACT FIELD
I 1 ~ I € I m C EXISTING 7D' SAN. SEWER I LOCATIONS OF ALL WATER, SEWER. ELECTRIC. TELEPHONE, TELEVISION AND ANY OTHER
0 t TO BE ABANDONED I ~ APROX. Ft ELEV: 588.39 I UNDERGROUND AND OVERHEAD UTILITY BEFORE STARLING CONSTRUCTION. THE OMISSION FROM QR THE INCLUSION OF UTILITY LOGATIONS ON THE GONIRAGT DRAWINGS
m i • i5 NOT TO BE GONSIDERED AS THE NONEXISTENCE QF OR A DEFINt1E LOCATION OF EXISTING UTIU11E5. IT SHALL BE THE RESPON~BILITY OF THE CONTRACTOR TO VERIFY
a 1 9 _ THE LOCATION AN4 DEP1H OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE QF WORK.
ti X m ~ f I > 4 575 AY HAVEO EXfSTiNG UI8]ERGROUND OR OVERHEAD ~ TIES IN~THE CONTRACTq NITY. } ~
575 U I
~ ! i N _ ~ s f I T. CnY OF CONCORD {704} x20-5#25 ~ 2. CONCORD TELEPHONE COMPANY 1-800 781-2257 3. WATER ANO SEWER AUTHORITY OF CABARRUS CQUNTY {7O4} 786-1783
4. N.C. DEPT QF TRANSPORTATION ~ 5. SQUIHERN BELL TELEPHQNE
~ 1 . ..».m 6. SOUIHERNNET INCORPORATED
ry i ~ ( . ~ , 57( 8. ATEIECOM USA {803) 548-0482, 1-800-S6B-5303 ~
~ 570 a ~ I . _ ~ _ a - - 570 s. M.G.I. 1-aGD-288-sza5,l-~o-s2+-as75 10.TtME WARNER GABLE {7D4) 57s-lzoz DESIGNED BY: EAS
g -0 50 0 00 0.50 1 0 1 0 2 00 2 50 3 3 20 1T, DUKE ENERGY (704)) 938-5158 3 2D 13.SOUTNERN~RAW A~SAYSTEM 1(7~} 782 194E DRAWN BY: BGG
~ nnnr-rr r- O U N ,.r, to w, O m d m iJ
rrcvrrLc Lo LO r N M I a (0 iz o F6 0 14. UNION ELECTRIC COMPANY 1-800-422-4399
d " - _ ' ~j N) r} 0 r- C5 0) LO d L6 q NORZ: 1 20 0) 0) 0) 0) a0) rn ° o rn 00 00 00 00 CO 00 NOTE, SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL CHECKED BY: EAB (FORMERLY ULOCO)
SCALE: u0 U) LO LO 0 u0 0) (0 ~ u0 ~ LO LO VERT: 1 5 to a` NORTH CAROLINA ONE CALL 1-800-632-4949 SCALE: AS SHOWN
_-_____-____..-----_a__-__ - DATE: 03 10 09
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3-3~9026 3+20 w w 3+20 PROJECT NUMBER: 2008-017
SHEET: 4 OF: 18

' kyt!{ ~ IjEiyl! ~ r' I
it 11 y''~ 1 P1~lrrdd y y y; i y y~ y y~ y r d rr/dddtdr f
~ h ~ ~Gy ~frriJdrt \ m r°rdr ~ d° e r d ' y ~ , , r ~ ~ ~ ~ ~ APPROXIMATE LIMITS OF 100 f j
~ ~ ~ ~ t , ~ ~ YERR FLOOD PLAN PER FEMA - r, High Performance Living
i ~ t ? ~ ~ ~ i ~ ~ f ~ ~ ~ Fk.00D INSURANCE RATE MAP ~ ~ ~ ; t s j i ~ ! z ~ fP f~ r rr NUMBER 3702500082 D, /
' ~ ~ i i ! s I t r ~ y ~ ~ f ~ r ~ DATED NOVEMBER 2, 1994 S POOL
y .r- -t ~ ~ ~ ~ i I ~ I d ~ ~ ! i ! t ~ ST!~}}2+32.Ot
I PREPARED BY
" ~ y t y ~ y~ l l o ~ Cdr dt 1 f i y ~ tlyytp~jdP ~ r f~ ~ J' ~ 1( ~I / ENGINEERING DEPARTMENT
' DAI~.LE NOt)NAN ~ ~ 1 ~v,vs c , y y y y' E 1, f / i CITY OF C4NCQRD
D6.2594 y~ \ r~ h r i ~ PG.164 LOT 5 y I ~ ~ y t \t ,!o. ,+dt ~ i ~ P.a. sax aos
~ MB.10 PG.55 1 ~ o , , I calvcaRD N.c. zsazs
y ` PIN 5631011490 ~ ~ t ~ i i ; ~ ~ ~ ,,r~ s2o-~z;;
~ y~i' 1 ~ ~ y ~--1 of y ~ ~ ~ ~ ; i t r GYDISSIPli1C:~ ASIN
t ( ~ 11 i ~ 1 X =i= i ~
i ~ is (d S I / 1 ! ! f
1 ter...- ~ ! 1 'v~, 4 ` aeeeege.Cl~t'l.~t`l v, r't~i
O ~tiy~ rVt ae a arr.
1 1 y ~ - - 590+L _
! S 559 N _ = 7 t f f ~ i PROPOSED b': DOUELEEARREL CULVERT Tn: 17577
a,~ `585.. i / - ~ - ar ~ ~ t~ 7 Lr66, 5- 6. , /o e~ ¢r rC' ?
s r ~ "CA~i FLINEL}'',':594.32 . i / ~ ~ ,e i? ~ ~ fte~~dlpyp ~ ~ L SJ 4•~ ~;pee
y f , ~1 FLOUT ::LEV: 590.00 ~ r' _ ;y A }}pp k
W ~ 4 1 ? j 4., . ~ ~ _ ~ a ~~.9t ildjll
~ _ -soa°__ ~i t ~ PROPOSED 5X4_CURE~.N.EJ - y E _ _ - .0'+'85:t]~OFF:-14.04E
t? I - 6 I s .,T ~ _ oo~~ RIM: 600.12 Engineer's Seal
o - _ ~ fNV fN:595,00 24" RCP a ~ w, .
- " uNa~ 5' ~ ~ INV OUT: X94.80 24° RCP _ _ ~ , ~ PROPOSED 4X4 JUNC114N BOX ,
_ ' STA:O+34.27 OFF:-19.61E ~ '
" INV IN:596.80 18" RCP 0 ~ _ ~ _..®.f ~g ff a _
INV OUT.596,60 ;,Y' RCP d
LEGEND
~ ~ ~ } ~ ~ WVILSON ~1~REET y r i - ..s
~ ~ ~ EXIST{NG SURFACE
i r
- 600• - .,.a r"~ I -•80Q PRQPOSED SURFACE
r-.--- ~ I
Surveyor`s Seal
~ U f ~ ~ _
' ~ I ' ~ ° I o ~ PROTECTION OF EXISTING UTILITIES
~ ~ t ~ I ' - ~ ~ PRO OSED 5'X4' CURB INLET -1 THE CONTRACTOR SHAU. CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIEU3 LOCATIONS OF ALL WATER SEWER, EIECTRIG, TELEPHONE, TELENSION AND ANY OTHER
~ r ~ ~ ~ x4 ~ . 5TA: b+85.00 OFF:14,04R UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE OMISSION FROM OR THE INCLUSION Of UtIUTY LOCATIONS ON THE CONTRACT DRAWINGS
Y` i ~ ~ ~ d RIM: X99.99 REMOVE EXISTING GUARDRAIL r ~r ~ ~ r \ + t , y r INV UT:596.00 24 RCP AND REPLACE WITH NEW GUARDRAIL IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFlNITE LOGA7IQN OF EXISTING U1IUTIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T4 VERIFY
y r rf t , r~r ~ I s f SHE LOCATION AND DEPTH OF ALL UNDERGROUND UTIUtIES ALONG THE ROUTE OF ~
r ~ ~ r ~ \ ,rr r ~ 1 PER NCDOT SPECIFICATION. y ~ r 1~ WORK. THE FOU.OWiNG LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
r MAY HAVE EXISTING UNDERGROUND OR OVERHEAD U1IUTIES IN THE CONTRACT VICINITY.
P ? 8 t f f/ r d / 1 / ~ CITY of GaNGGRD (704) spa-542s ~ Q 2. CdPICORD TELEPHONE COMPANY 1-800 781-2257
t l r ,j d ~ J , 6 \ 3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY [phone] 4. N.C. DEPT OF TRANSPORTATION
5. SOUTHERN BELL TELEPHONE 6. SOUIHERNNETINCORPORATED
ti / ~ r 7. ATdcT 8. TELECOM USA [phone], 1-600-888-5303 ~
~ !d ~ ! rr '"f Bpi ~ I I i I y"/J 1 ps~,r ~ f 1 r ~t , J/ ~ 9. M.C.I. 1-80Q-288-6295, 1-800-824-9675 10. TIME WARNER CABLE (7O4) 576-1202
r 1 ~Et dd tr r ~!r1 i 11.DUKE ENERGY (704) 938-51~ 12.PUBUC SERYiCE COMPANY 1-800-632-4949
~ ~ ~ r`r r r tr r rd tr d ~ ~ .6 1 .55 PLAN / ~ ~ , r ~ r sTEP Poa DB 29 PG ~ y A ~ 6 , ,r ~ r r ! ,d s1A;o+7s.az r LOT 11 MB.22 13.SOUTHERN RNLWAY SYST£M (704) 782-11A8 14.UNION ELECTRIC COMPANY 1-800-422-4399
SCA E: 1 = 20 NOTE: SOME OF THE ABOVE COMPAN~S DO NOT SUBSCRIBE TO CAROIJNA ONE CAtI
NORTH CAROLINA ONE CALL 1-800-832-4949
F-WW~
625 625 ,..r. W J~v
y ~ ~ I LOW_PI' ,
LOW PT LEV: X00.14
620 _ PVI STA:0+8.00 ~ ~ 620 i
Z
k ' 0
_ e _ Lu6; X5:90 t NOTE: K OF 5.50 I5 LOWER THE I I5 LOWER THAN OUR MINIMUM OF K=20, IN ORDER TO MEET THE
, N REQUIREMENT THE LENGTH OF ut~ HE LENGTH OF THE CURVE WILL NEED TO BE EXTENDED TO 90'
615 of o ~t o ` ~ 615 ~ co 0 0
+ + _
....~._.-s. ~ } [p._ I ! i Q7 W {
610 , ~ ~ a 610
y a cv ~ 07 ~
c
$ $ ~ a M ~ g ~ r. W to ~ 8 . m
d . Qtm~.... _ • s~ u1 (
f a~ NM~~F. I + 605 _ _ ~ a o ~ z p n ~ 605
a Q
ar~~zz E ~iw
_ _...e_ _ _ . _ _ , TYPICAL CROSS SECI1ON OF NEW STREET IMPROVEMENT
y ~

600 _ _ . ~ .s 600 l 29'-O' BOC/BOG
1 _
Ln1S1INC ~ ~ Z
( C 1s.QS, d ~ I O 14'-6" 14'-6" 1=
~ C~~ft CL
595 a vv 595 U
'
F s SIDEWALK . FUTURE (2TYp,) 2 -Bp SIDEWALK 2 -0 p FUTURE
a i
590 t ~ _ 590
~ i k f
i P OPOSED SAN. SEWE ! ~ / / / / \ ~ \
-APR( . t-ee 6'x7' DOUBLE EARREL BOX CULVERT ~ ~ ~ ~ / ~ ~ ~ ~ . ' L~6', S= 0.49°l0 / \ / \ / / ~ / / /
i j FL IN: 590.32 ~ ~ \
585 FLOUT. 590.00 5 / i ~ ,f~,i,// /
I
INSTALL GUARDRAIL ~ ~ ,RAIL INSTALL GUARDRAIL ~
r
w
_ 5sa Sao
y ~Irsicl~E~ sY: sAI3
-0+50 _ a as o ~0 1 0 l+~la noaluni nv. r~nn
PROFlL ; ~'xuF~ct LO L N 0 po V) c\l URt'1YYIN D I. DL4
o s r; (10 o ci i CHECKED BY: EAB
HORZ: 1" = 20' s HQRZ: 1 = 20 r- 06 SCALE: SCALE: 0 0 o 00 SCALE: AS SHOWN
: 1 " = 5' i VERT: 1 = 5 co co ca s VER T , s s
DATE: 03/10/09
0+00 0+50 1+00 PROJECT NUMBER: 2008-017
SHEET: 5 OF: 18

tf i it i I~ i; Y \ l
~(~igh Pe~rf~rrnance Living
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.a. sax 3D8
a, a ~ { ~ 1l 9 v I ~ f GaNCORD N.C. 28D26
as°ar ~ i S , ~ h 41 f (7047 92D-5425
a~~ aa" S t ' t I \\s\\ \ ri \ a S~ ~~,,a \ t ~ III e\\\ s „ ' ` ~
°'s~`a° I'f ~ \ as ~ ,.m. 9 I \ \ ~ \ f a as ~ ~ ~ \ \
a \ e ~ f ~ ~ i I a A°hthhthFlltitp of
' I I _ `yam \ ~ ~ °~°°at~ ~ ~~''i ,~y t
t a4 ~ \ o ' ~ ~ ~ d ~ i 1 oeA U ee~ i
ati `a ~ \ GO / r \ a4 \ Q r "fir ~ \ \
~ q r .y \ / ~
`/ppp~/~~Ir yy
vvvvvv vv ~ ~ ~ ~ e \
I-- i ~ s~,\ VVAA ~ig f ~ ~ e \ V`. BANK STABILIZATION NCOOT CLASS BRIP-RAP TO PROTECT BANKS '`~~~~R'~a~s'°t° ~//ii ll lil tttttt
% I ~ ~ \ V ! {4i° ° s 'S` vv (TO BE LEFT IN PLACE AFTER CONSTRUCTION)
a POOL I \v A , r ~i ~i 6 \ \ ~ r e°~, /~,r~s
~ "M°`a \ +9.02 \ , ~ ~ a~ \ Engineer's Seal
\t O 4 I S //t'°~rf.' i
n ~ ~ vv ~ s 1~ 1 i s ~ ~ S~ a a 1 ; ~ ~ / t f /
t t R ~ 1 + ~ l~ai ~ ~ - ? m ~ / l~1 y9~ ' r ~J,~~'.•f fjr~
_q t 1 ®1 1 ~ r t '•---595•- _ ~ i
It ! t 1 t ' ~ ~ ~ ~ _-rd'`°------~._` \ PROPOSED 4X4' JUNCTION BOX Ate ~ i > ? J/
~ ~ t ~ ~~F°- I i ~ t ~b STA:0+34.27 OFF:-19.61E d ¢ f r° ,r ~
-v 1 1 ~ _ - I 1 I~ i t ~ ~ a^' ---590-'~r~ - Rfiri1.601.72 ~ ov 5 w + < sv ~ t t I t 2 ~~10 INV IN: 596.80 18" RCP ~ ~ P ~ A~ / ~
- - - _ _ i t I r ~ i ~ " ~ ` ti,, \ ism ~ - - _ _ = - _ _ ~ t I ' ~~i' ` ~ INV OUT: 596.60 24 RCP \ -s >1 ~ /y~ ~ ~ s° ~ i f
° / ~ \
1 ° • h ` I I' t I t v vv~'QQ I 1S~Q i~ ~ ~ ~ X
~ i ~ " \ t_...~ o ti, `
f ,i ti ~
' r` ~ SLlrveyOT's Seal
°
~ . t
~ ,
PROPOSED 5'X4 CURB INLET -1 + -'I t Q \ ~ - - , } \ ~ STA: 0+85.00 OFF:14.04R , ~ \v _ T \ - I _ L.L
\ s,, RIM:599,99 t ~ ~ y ~ ~ i I I W
- _ OUT; 596.00 24" RCP I ~ ' ' ""-,•..-.f , _ 1~ ~ ~ ' , ~ ~ I r. ~ \ \ ~
® _ ~ ~ ~ ~ ~ s \ 't t? ~
- `a _ ~ ~ Cl
t ~ _ '4 1, \ ~ ~ 1~ ~ P OPOSED CURB INLET -2 as ~ \ ~ ~
E BANK STABILIZATfON USE NCDOT CLASS BRIP-RAP TO PROTECT B KS `,°'a.; `ti ~ ~ ~ t 4 ~ ~ S A:0+85.00 Or . 14.04E ~ ~ a ~
~ N PL CE AFTER CONSTRUCTION ~ ° ~ ~ S r' ~ R M:600.12 (TO BE LEFT I A } a> ~ ~ \ ~ x X~o ~ ~ ~ ~ o
r " C V IN:595.00 24~~ r'CP i%~ ~~.~v \ ~ 0` t ~ ~ C OUT:594.80 24" 'GP 51EF Poa. 2~" i •595-~' a'e` I ~ 4 ~ ~ °o, ,Z~
I ~ STA:0+79.02 t `
( ,t~ t \ \ \ \ \ ~ ~ W W o e ~ Z~?~°
PLAN g s
f o ~3 scALE: ~ = 20 / s \ e 9 A ~m
!ll~J~
PLAN
SCALE: 1" = 20'
~W~!C~
Z
dS
t/~ Z
T Y
610 w r 610
J
~ I ( ~ ~ ~ [ U I d.
~ t ~ d .m _ 0 FI ~E
1 ~ X~ 0 Z
605 _ w ui a, ? ~ 605 610 m H fi,o
~ ~ co H W N us us Z ~
O ~ ~ _ ....e . _ , a.. - - _ ~ LEGEND r
i ~
~ ~ - EXISTING SURFACE
~ _ ~ say
600 a soo s05 ~ _ w ~ . ~ I ~ ~
n.a ` zzo s EXISTING N GA _ ~ PROPOSED SURFACE
~ I avF,~zzz, a a~ F~~ocaTED
AP~OX. ILEV:5 7.27 ? _ FL E .598.19 ' _ _I i
T . N MAN , . _ _ _ _ ' ~ `EtE°~f~t9-2;3 595 600 soo
595 ` I ~ ~ ~ ~ I ~
E ~ ~ I _ ~ I .o._._. _ .3281, I i I ~ _ _ _
Of 2 . . L. I - ! „ . 4 YI'~H ~ ,TY~-ENS} TREATMENT ~
R ac T~~c s wA ER°~CI RCp~ , - _ } . - , rb.o9. ~ EL A "I ; of ~
i _ ~6 `q`\ UNDER_ PROPOS€D RCF ~ _ _ --r-_ _ a~tcA~ , a. ~ 595
ASR E :~9- . 590 , , , _ E 59a 595 ~ c ~
_ ~ - _ _ 1.,9g~ _ , w
I ! ~ ` I '
_ 9 `
' PROTECitON OF EXISANG UT1LI11ES _ ~ 590 TFIE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FCR THE EXACT FlELD
I _ 585 - _ . - 585 590 I LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, iETE14SION AND ANY OTHER
# I I I i , _ _ _ _ _ _ EX~ .~.C_..S . ValEf~ AN~ _SE UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
° ~ APROX. ELEV:585.93 P OMISSION FROM QR THE INCLUSION ~ UTILITY LOCATIONS ON THE CONTRACT DRAWINGS 1S NOT Tp BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION OF
_ _ < _A~o ~ s I EX1STiNG U1ILITIES, IT SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 1HE LpCAt10N AND DEPTH OF AL4 UNDERGROUND UTILITIES ALONG 1HE ROUTE OF WORK,
Q THE FQlLON9NG 1IS11NG pF Ui1LIiY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE) ~
580 _ 580 585 _ 3 585 MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILIflES IN THE CONTRACT V1CIN{TY. ~
~..i«~-°.-°°..~`°' CITY pF coNCpRD {704) 92o-5x25 d Q 50 1 0 2. CONCORD TELEPHONE COMPANY i-B00 781-2257
-0+50 0 00 0 50 0 61 1 0 150 -0+50 0 DO 0 5~0 r- (V ~ 3 d k ~ ~ 00 ~ t!5 j 3 ~ N ~ ~ d• ~ OO 3. WATER AND SEWER AUTHORITY OF CABARRU5 COUNTY [phone] ~ d' 4. N.C. DEPT OF TRANSPORTA110N ~
~ I .N ~ r O O (p ~ tV ~ I ! r' ~ 0) 5, SOUTHERN BELL TELEPHONE ~ ~j 8. SOUTHERNNETINCORPORATED j
I ~o ~rn rn~ ; I ~o rn~ ~ ~ 7. ATdtT w ~ ~ 8. TELECOM USA (843} 548-0482, I-8QO-866-5343 O'
I I ; 4 i § 9. M,C.1. i-804-288-6295, 1-800-624-9675 To.TIME WARNER cnBLE t7o4) 57s-~2p2 pESiGNED BY: EAB
IT. DUKE ENERGY 7O4 936-5156
L7Dl1L'!t C _ _ _ _ _ Dt7t~t.'tl ~ n . nn n , rn n , rn w . nn f2,PUBLJC SERVICE COMPANY 1-840-632-4949
rIAL/I IL-L- U+UU U+Z)U U+bl I+UU " "NV1 "LL U-t-vv utou UtJ1J I tuu 13 SWTHERN RAILWAT SYSTEM (7114) ASZ-1148 LJ!Nt RWIN 0 T. C3uu 14. UNION ELECTRIC COMPANY 1-800-422-4399
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL CHECKED BY: EAB
SCALE; HORZ: 1" = 20' SCALE: HORZ: 1" = 20' " VERT. 1 = 5 VERT: 1 = 5 (FORMERLY ULOCO) NORTH CAROLINA ONE CALL 1-800-632-4949 SCALE: AS SHOWN
DATE: 03 10 09
PROJECT NUMBER: 2008-017
SHEET: 6 OF: 18

t t' ~(i i1 ~ 1 it ~ ~ a 7 ~ \
High Perfarmanc~ Living
~ 1, r
,r Z 1 r ° ~ l
rr rr ~ t\ ~ r PREPARED BY
-r 4 ~ 1 DAJd~LL.E NpONAN r CONS' !t t ENGINEERING DEPARTMENT
CITY OF CONCORD
r ~ 0 P,O, $OX 308
~ \ ~ ~ D6.2594 ~ CONCORD N.C. 28026
~ ~ ~ i l PG.164 LOT 5 ~ ?'r 41 M6.10 PG.55 [phone]
r y'`1 ORi~ ~ PIN 5631011490
~ \ 1 ' ~ i~
rr , 1yiyyy1111 fl tl dddpxd
r ~ ~ t -('t ~ r ~ ~ ~ ti r r ,J'9 I
~ry U
e t~l ~ r ~ ~ ~ @ ~'9<: A
17577
` ~ i g \y 2 °t e $9 r{' z
~ 1 r
! Dili \ It r r/ axed "'l~'p tl~ U F. ~y~~y~yt;~
~ \ - EPP ? \ }1 ~
o+ ~ s ~ ~ 4 ~ PROPOSED MH #1 ~ 'R ~ ~ 't ~ t' ~ STA:0+86.12 OFF:-?.64L ~ ~ v
d ~ ~ ? ~ I~IM:59ZOa , ~ ` ~ t 1 ~ TEP FOOL Engineer's Seal
n ~ ~ ~ ,INV nv:ss6.so to PVC A:2+s5,~ ~ ,
~ INV OUT:586.aa ta" PVC ~:aao'~
e:; „gip'. \ _ 1 r,
Op ~ ~ EXISTING MH #I 1
? e,~`~1..~; STA:a+a2,910FF:-a.aSL l a ~`a - _ _ ~
? °edes9 ,t~" a~,,~T~~_~-...a ~'INVQUT:5s7.as to Pvc , ,
`e °m rrl~ ~ `e,,ee?? ee i ~ ~ ? ? ~ ~ j595''' ~ 'i ~
e°*. °e ° ~ lU"PVC@~7l)7 ..•595'r!~~ r,r F rr~ ~r
e "-•gg'""""->f e ?e,.„, ~ ? ~ jj,rip(~1;083.56~Of .s ~,r s' rrrr,,rr•,. \OQ ^ ~ 8.,,, ! S ? @4 ~t'' \ a ~ g S V 261. ~ Ja r `,.rrf"" o°f,~', .y ~ \
i ~
~ v xe e? ~ i "595 p-- - - - ! > 1 E _ „_5cay r° ~ r~tt• .-r~ a ? ~ dA j_ld
/
?e ? ~ ? ~ I ~ ~ 1 r~ , ¢ I I ~ ..1~° ~s roe ~ . ~ ~ SurveyOr's Seal
ee ? / R~ ~ ~ I ~ g j ~ ~ a. ~-,,,,,5 ~ rr r,,rr.* ~ ~ ~
~q t ti ~Cy ~ , ~ ~ ~ t~ 1 ~ , 1 1 i Oa . . + r` rr
STEP POOL / ~ ~ 1 ! 1 i ~x>_ f 1 t ``,r i i STA:0+79.02 t ? 1 \ \ I 9~ t-!~ - ` _ _ r
OFF:a00'L \ q , G j ~ 1 __???~~~~---590"'."' rr
" pj ~ . ? \ I ° I ~ 1 x " _ --598-~_ -~TEE.POOL~ ~ E I ~ `y i e ~ STA.2+3201 . ~
? ~4 Z i I 1t 1 Dt ~~g t ~ ~ OFFy,;,Q,pO'4- W
~
s8s 1 I I,;,.~ . j _ 1 ~ - s. EXISTING MIi #2 „ ~ " ~ t~ ~ ~ ~ r STAN+4531 OFF:-a.03L i ' s ' J W
~ ~ - ~ _ - % ~ ~`o / I - - - r , R1M:596.21 ? f ? ~ / ~
" ; t ~ ~ ~ ~ IDI1V IN:S85.50 la"PVC ~
~ ,SCALE:.. $ ` 0 ~ - i r~ ' ? 11 4 ~ ( 1 , ~~~o
- ~ ' 1 ~~r, ' ~ \ - D ~~,~a
,
- Z;~~N
o--- - - -j-- ~ ~
~ 1Z ~"WW~ u~~J~
j ~ ~ 'e.
° ~ / ~E 1 W J ~
O ~ D!~~w
i~" ~ t ' ' y ' ~"~OCc~
~
~s" ~ ~ ~ ~ c~
1 ~ ~
~ Z
~ t , _ °e ~ ~C J ~
r-.
~ ~ m
615 ~ A 0 615
P, ...a . - _ _ - _ ' m ~.p a _ d
I ~ ~ I ~ _ ' w r, t7
_U
610 ~ - _ _ _ _ o - 610
I 1 - i P ~ I ~ c r,
• " ' o -oc~-_ ~ tai -..,.m...-.w,e ~ ~ , - _
a ~ ~ _ - ~y h ~ ~ ~ ; LEGEND
~.e.._ M, 605 ~ _ ~ o p. iv ,
-_-u-~ Ip d d xw ~ N~ ~ EXISTING SURFACE ~
_ _ _ . _ v _ _ . _ _ i _ ~.p ~ ~k w ~ o cn r
' _I"_ _ I _ . _W ~
600 _ , _ ~ _ ~-\n- - 600 PROPOSED SURFACE
I ts, ~o v~ I 100 YEAR' FL00 ~ i ~ W
~y- H W a
f I I ~ u POINT PENT DOWNSTREAM 595 , _ _ ` _ _ _ R~ Sa1s- _ ~ - A 595 PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT HELD LOCATIONS aF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER
~ i ~ ' .-I I I ~ '-fit. 535 L _ L UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CON51Rt7CT1ON. THE OMISSION FROM OR THE INCLUSION QF U11UTY LOGATONS ON THE WNIRACT DRAWINGS
_ a _ _ _ _ i I1 II ~ I k_...~ I I ~ E i IS NOT 1'O BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION QF
590 -A- ' _ ~ _ _ ~ 590 EXISTING UTILITIES. !T SHALL BE THE RESPONSIBILITY ~ THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
~ ~ , i I [ I I WORK.. THE FOLLOWING LISTING OF UITUTY COMPANIES {WHICH MAY (Xi MAY NOT BE COMPLETE) ~
_ _ _ _ _ _ -1- , ~ I 83.56'of10"PVC 0. o TTQM..~'C#TANNEL_i MAY NAVE EXISTING UNDERGROUND OR OVERHEAD UITUTIES iN THE CONTRACT NGNITY. H
_ _ I a ~ r I t. qTY QF CONCORD [phone] ~ 2. C~CORD TELEPHONE COMPANY 1-BOO 78t-2257 ~
L-J _______I 585 _ . ----_,...r.___.__ _ I ~ 3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY [phone] 4. N.C. DEPT OF TRAN5PORTATi~t ~
585 ~ y~~~~~~~,a _ 64.44 of 10" PVC ~ 0.787 0 10" PVC ~ 1.39 5. SOUTHQ2N BELL TELEPHONE 6, SDUTHERNNET INCORPORATED
_ _ ._w.. DONEI~ _ 7. ATdcT W 8. TELECOM USA {843) 548-0482, t-804-868-5303 ~
PROFILE _ _ ' 9. M.C.I. t-800-288-6295, t-800-fi24-9675 tD.TIME WARNER GABLE C7D4) s76-tzD2 DESIGNED $Y`. EA$
rr ~ tt.DUKE ENERGY [phone] 12PUBUC SERVICE COMPANY 1-800-632-4949 nn A Ittli nv. nnn
HORZ: ~ = 20 580 ~ i _ ~ ~ 580
Z:)GALt: VERT: 1" - 5' 1€_ i I t o E € i i a I t i I a i i , f 13. SOUTHERN RAILWAY SYSTEM I,/04) 752-1145 URAYYIV 0 T: otL u 14. UNION ELECTRIC COMPANY 1-800-422-4399 -
-0+50 0+00 0+50 1+00 1+45.50 2+00 NOTE: SOME OF THE ABOVE COMPANIES 6O NOT SUBSCRIBE TO CAROLINA ONE CALL CHECKED BY. EAB
(FORMERLY ULOCO) NORTH CAROLINA ONE CALL 1-860-832-4949 SCALE: AS SHOWN
DATE: 03 10/09
PROJECT NUMBER: 2008-017
SHEET. 7 OF: 18

High Performance Living
CL CREEK STA:0+00.00 CL CREEK STA:0+40.00 CL CREEK STA:0+50.00
_ ~ w 605 - - , 605 - - 6a5 ~
_ ' _ Total Volume at Station 0+00.00 Total Volume at Station 0+40.00 _ ~ _ _r„ . _ ~ - _ _ ~ Total Volume at Station a+5aA0 PREPAREp BY ~ ~ a _ ENGINEERING pEPARTMENT
_ Cu A a 08 _ l mM__..... ,_j_N _ ~ _ 3 Cut Areo 57.25 .Ts_w _ * ~ ~ _ Cut Area 55.27
600 ~ ~ s $~i - 600, ~ , rw - _ m-o~;_o _ Fill Area 0.00 _ _ ~ _.o s- _ _ Fill Area 0.00 , 6001--~--- ~;m r~ ~ _ CITY C?F CONCORp ~ N o s Fill Area a.aa
_ _ _ ~ W-.~~- Iii: ° W ~_oy°i° _ Cut Vol 0.00 _ ~ o$-! _ _ Cut Vol 48..39 ~ s o _ _ P.Q. BOX 308 --_`oW SS , W^_` Cut Vol 2a.84
595 W 595 ~ 595 _ ~ ~ 'i r , CONCORD N.C. 28026 - ~
,.a _ Fill Vol 0.00 _ ' s' . - ~ ~ Fill Vol 0.00 n ry - _ _ _ til . ay o ry' Fill Vol O.aa (704j 920-5425 .,e. W..
' _ ° ' Cum Cut Vol 0.00 _ Cum Cut Val 48,39 _ _ - - ~ Cum Cut Voi 69.23
59p - _ 590 590 9 _ + ~ , 590 _ Cum Fill Vof 0,00 _ _ Cum Fdl Vol 0.00 590 ~ ~ ~ ~ 59a Cum Fill Vol a.0a Y
_ Net Vol 0.00 - - . - - a Net Vol 48.39 _ ~ ~ f ~ go~asa~e~arrri~a ® _ Net Vol 69.23 .+e`~}~ CA ' ~`b.
_ _ ~
585 ~ ; 585 585 - - 5 585 _ ' . _ _ ~I . _ " 585 ~Qoa'. SIp`~ f _ 585 f _ . ~ . ~ q~;0

_ 580 _ ~ 580 i h ~ ~ ` 1580 ~
iA ~ ~ ~ ~ "v ~ tl5 0° V
EXISTING ELEVATIONS ~ ~ ~ EXISTING ELEVATIONS ~ ri in EXISTING ELEVAl1C N ~ ~s a ~ a ;ISTINC ELEVATIONS ~ ~ ~ Y.~'p~`~~GIN~E~~'~4?
''!!0 iN~~~'~
m ~ ~ V o M m PROPOS D ELEV~ PROPOSED ELEVATIONS ~ ~ W PROPOSED ELE AIIONS ~ ~ ~ E YY Y} IO N h N 'ROPOSED ELEVA710NS W W N N N
Engineer's Seal
CL CREEK STA:0+83.00 ~ , ~mCmN CREEK STAN+00.00 CL CREEK STA:2+00.00
_ - - ° _ - ° - Total Volume at Station 0+83.Ob 605 ~m--OD"`0N . _ _ _ v.. _ _ _ p ~ 4-- r m~ W Total Volume at Station 1+00,00 i _W _ ' Total Volume at Station 2+aO.aO
_ m _ _ _ _ _ s - _ Cut Area 95.96 °W off,
600 _ - , ~ _ " " Cut Area 149.16 ~ 3 CpDh W ~~1 _ - - > Fill Area 0.00 600 - - - m~ Cut Area 31.06
_ _ ~ _ _ w ~ - _ Fi(I Area 0.00 _ oy _ 6aa;----- --N~ ~ ~ Fill Area 0.00 Surveyor's Seal
_ Cut Vol 92.42 _ _ -oN W--' e _ _ m W_-.,-_ Cut Val 77.17 . ~ ~ o ~ ~ Cut Vol 333.74 ~W O
595 o n.t_~.~~ N a - _ _ Fill Val 0,00 595 ~ ' . _ -o°w- _ Fill Vol 0.00 595 ~ _
W Cum Cut Vol 161.65 ~ _ °-o~--- Fi0 Vol 0.00
- ° ~ a"' Cum Cut Vol 238.81 - - W 590 590 Cum Fill Vol 0.00 _ _ _ _ _ 590 _ - _ 590 _ -o m®; ~ Cum Cut Val 572.55
Cum Fil! Vol OAO _ _ Net Vol 161.65 590 ~ ~ _ 590 Cum Fill Vol 0.00 W/ -
_ - _ Net Vol 238.81 - i ~ _ - Net VaC 572.55
585 585 _ _ _ _ _ _ - 585 585 585 _ . ; -----=--j S85
i , ~ 4 T - ,
- - _ a ~ _ , ~ 580 _ _ _ _ , ~ _ s- - _ - _.w. , . ~ ' _ _ ~ _ _ 58a ~L'L{
~ ~ ~ 580 o ~ ~ M N h
EXISTING ELEVATIONS M a: h $ ~ $ EXISTING ELEVATIONS "o ~ ~ EXISTING ELEVAl10N
m uy ~ 311NG ELEVA110NS ~ oQr ~ `W~ f~ ~ " / ua ~.d
o °rn +~o J
PROPOSED ELEVATIONS o ~ W ; N r w ~ a PROPOSED ELEVATIONS o ~ a PROPOSED ELEVAT
t6 K) N 'OPOSED ELEVATIONS W ~ ~ ~ ~ ~ r., t 1
ti../ ~
~W°
L1.1 W ~ o
~W~~
W~(~~
W`~~~
CL CREEK STA:2+04.00 CL CREEK STA:2+36,00 CL CREEK STA:2+50.00 ~ ~ ~ ~
605 - 605 , _ a -r---• . . _ _ ~ Tota[ Volume at Station 2+04.00 _ ' ° Total Volume at Station 2+36.00 6D5~- _ . - _ - - ~ ~ i~ ~ .
I---. _ _ - _ _ _ . , ~ ~ _ _ ~ _ - - - h ~ ~ Total Volume at Station 2+5a.aa ~ W
~ Cut Area 49.76 m M _ Cut Area 25.94 _ •N_ _ ~ ~ ~ -moo- ~ 600 - a ~o m 640 , - ` V ~ Cut Area 55.19 6ao _ ~ ~ Q 0. -
- ~-r~- Fill Area 0.40 _ ~ ~ - Fill Area 0.00 ~ a _ . _ _ ~ _ ; _ _ ~ s ~ ~ ~ o o s _ X11 Area a.00
- ~ o o s- Cut VoI 4.22 ' ~ ~ ~ -w ~ m Cut Voi 44.86 ° W i~ ~Q ~ ~ ~ Cut Vol 27.21 ~
595 - - - ~ - i 595 . - - _ - d d _ _ , _ - Fill Vol 0.00 _ . m. r - _ Fill Val 0.00 595 ~ . LL. ; i - - Fill Vol a.aa
_ _ m ~ ry , _ _ Cum Cut Vol 576.77 $8 i Cum Cut Val 621.63 ' " Cum Cut Vol 648.84 _ /'t1
. -..Oh ,.e.,..,. i _ ~ 594E------------ - W ° sso 5sa' 9 59a ~ , _ 90 Cum Fill Vol a.aa
i _ _ Cum Fill Vol 0.00 ° m , _ ; _ _ _ Cum Fil? Vol OAO
' Ne# Val 576,77 - _ _ - Net Vol 621.63 ~ ~ W - Net Vol 648.84 ~
58 ~ ' - - 585 585 585 585 - - - - 585
L- , , _ _ . e _ T ~ m
, ;
_ r-- ~ 584 # 580
N ~ M ~ ~ EXISTING ELEVATIONS W ~ W EXISTING ELEVATIONS m ~ N EXISTING ELEVATION: 11NG ELEVATIONS ~ r~ri
~ ~ u~ ~ uy I~ ~ N
$ ' a w PROPOSED ELEVA71i PROPOSED ELEVATIONS $ papa ~ PROPOSED ELEVATIONS m N ~ 4 )POSED ELEVA710NS ~ ~
iq ifi Y! O ~ N N N N
Z
4 t-
[L
U
W
CL CREEK STA:2+68.00 645 _ _ . _ - . . _ . _ r--- . _ . . O
m _ _ To#al Volume at Station 2+68.00
_ u y Cut Area 82.98
644; -N~ _ ~ N ~ _ Fib Area 0.00
_ s _ a
, _ o W _ ~ m Cut Vol 46,06
595 - w ~ i ~ ~ - ~ _ _ Fill Vol 4,40 _
' - ~ i ' Cum Cut Vol 694.89
- 594 - ~ o o ~ - 590 F
d~ Cum fill Vof 4,00 ~ o m ~ - Net Vol 694.89 ~1
_ W
585'-- - - `585
_ _ , w Gv
_ _ _ 580
O ca N LEGEND DESIGNED BY: EAB
CVICTl.il~ C! CtlA T7/1AIC m i nniuu, nv. nnn
L-^117111YV LLL Y!'1114/IY~1 a a 00 UfCAwIV UT: nuke
EXISTING SURFACE CHECKED BY. EAB
SCALE: AS SHOWN
SECTION VIEWS PROPOSED ELEVATIONS PROPOSED SURFACE DATE: 03Z1 009
SCALE: HORZ: 1" = 40
VERT: 1"= PROJECT NUMBER: 2008-017
[SHEET. 8 OF: 18

St`R~ 11 ~11i1 I A 1
High Performance Living
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. B(3X 30$
CQNGORD N.G. 28fl26
(7fl4} 920-5425
0

r~ 66'-p» ~ ~ ,`g4iy {tfitiS LPii ipp880
u~. ~ a rys i a ,o M
~ ~
N ° r Q
v
i ~as4 "~~V,rIC~~` °QtS~~~1w
~3 rt yy~~ '41
14'-0" Headwall
Engineer's Sea!
~9 ~ 12'-8" Span
~~r - - - - - - r 23 rx ~
gyp,, ~~2 2 ~ T/Headwall Elev, 598.32
,,a ~ ~ ~ 1 ~0`
~~}':4.:~..'~^~%.yE`.'i~5~s'wYw.yt', ge,}^ia'~' i':~'fi'i"ir~~4y 1.~,:4{.1t,~+~'.r.sy~',s t
b I i
C t0 o~ ~ ! N 3
c/s~ ~ ~ b ,f. BAFFLE
Flow ~ ~ ~.v f ~
FLOW - - ~ - - Structure rn ~ .tti Line ~ C~ ':+4' z ~r::~,•,~;~ s~
, I
iy 1 N U' •?+':b;srt' y;a : •.p., .,ti.,.ix ~;tk:iii ' ;•:•:'•p SUrVeyar'SSeal
V" 8" "
Headwall Headwall ~ I I I I i I I I j
e N O L~____.L__________________...._~" ____x_____.1_.1
I ~ TOE WALL-~ r TOE WALL
16`-0"
4te: U.S. -denotes Upstream
\Y Q`\ hy'Y ~x oaf ? D.S. -denotes Downstream
~~fiA - 3
M UPSTREAM END ELEI/A TlD r W
N,T.s, cfSZ
J ~
~r fi ~~~ti
: r ~ ~
A ox CUB ~~~T 7x6 DOUBLE B R~'EL 8 .~~LLCo°a
~ N.T.S. ~
~ ~ ~ ~ 13'-4" Headwall W W r ~
~3 /
12'-0" span W ~ . .
Tf Headwall Elev. 598.32 ~ ~ Ll.
t, yr....r ~.5 •y'~t;:y~,t~ r'•i'.t• 'i:.•..•4r.fi3• ' "{"g ~ ~ 1~
•ji r '.i ' A ..Y° , {Pr.b •,~.3 4..1, t4 iF. i i ~ ~sr ~ ~
Q ~ o v~+
R ~s..
Flow ° ~ °p ~ V Line i,,, as ~~nn
o o ~ v~
Precast Win wall Culvert Limits = 66'-0" Precast Win wall ~ I ~ II x II i ~
9 9 N L
0 i 1 ! I I °
8 Headwall Furnished 8 iv ~ L_L ____L__...,.......T_....__~.___.~____.~__..__....._..~._J.____~.~_.1
w/En nit (typ.)
TOE WALL roe wALL 16'-0"
ate:
U,S. -denotes Upstream
D.S, -denotes Downstream
DQWNSTREAM END ELEI/A I~IDN f m
N,T.S, CfS2
Flow Line Flaw Line I Elev. 590.32
Elev. 590.00 ( (
I I
LJ_____-__J.___________________________________________________~.___ ____-_LJ z
0
r
SEC TiDN G
N.T.S, CfS3 v?
E 86'-0" ~
33,~-0" 33'~-0" 33'-0"
~c9.
FLOW
I ~ Sfrucfure
d 0

w ~ ~
~ ~ z
DESIGNED BY: EAB
DRAWN BY: BCC
CHECKED BY: EAB
LOCH T LOCATION PLAN SCALE: AS SHOWN
N.T.S. DATE: 03/10/09
PROJECT NUMBER: 2008-017
[SHEET: 9 OF: 18

i~ !(I fl t A R 1~ 6. I A 1
High Perfarmanc~ living
PREPARED BY
ENGINEERING DEPARTMENT
CITY qF C4NCgRD
P.O, BOX 308
TWO 3"HOLES TO BE PROVIDED IN CONCORD N,G, 28426
THE BOTTOM SLAB OF THE BELL END [phone]
ON EACH RGB SECTION. HOLES
PROVIDED AS A PULL POINT FOR
INSTALLATION. CONTRACTOR TO FILL
HOLES WITH NON-SHRINK GROUT AFtER INSTALLATION. ~~`a~9'a~eaur vP3~}
,64 G `~i ® ~a ee ~
a ~ SEAL
rn" 1.7577 ,
14'-0"
PRECAST BAFFLE TO BE ` t~`F,; y'S~~~Q~~"~ o INSTALLED BY RCB ~"''`'~~3 ~~uR~~"
ti MANUFACTURER PRECAST
SPIGOT END 6'-0" g'_0" 1r'-0~ BAFFLE Engineer"sSeal
r. I re ~'_p,r 3 DIA. 3 DIA, 2i_p,r a V WEEP WEEP U O
r, ~v ~ ~ HOLE I I
I I HOLE 3 DIA. TOB N ~ TOB ~ PRECAST BAFFLE - " RGB ~ #6 REBAR 13" LONG ~
L1FT BOB r cv BOB ~ HOLE ~ '^.~.~..,Y,;: .r DRILL AND EPOXY BOTTOM
`~:'Y.~'~ IN 2 LOCATIONS v SLAB y
PLAIN END '-0 4'-0"' '-0'
PRECAS PRECAST MANUFACTURER TO LEAVE
LEFT SIDE VIEW FRONT VIEW RIGHT SIDE VIEW PLAN VIEW REBAR E REBAR EXPOSED FOR CAST-IN-PLACE PLAIN END VIEW ATTACHMENT DETAIL
BAFFLE LOCATION FIELD CONNECTION. BAFFLE CONFIGURATION SECTION THRU BAFFLE
SEE DETAIL E-E, SHEET WL1.
Surveyor's Seal
14'-0"
Qe A„ 8~~ 12._8,. 8~~ 8~~a
. s~~~~ F 8~~ ~ 6~_0~~ _ IB~~ 7,_Oa 8~~ r ~ 'r
TWO 3" HOLES TO BE PR01(IDED IN U
o THE BOTTOM SLAB OF THE BELL END F- ON EAGH RCB SECTION. HOLES 2,_ „ 3"DIA. 2'-0" 10'-0" 2'-0" ~
PROVIDED AS A PULL POINT FOR 8 WEEP _ ( C 3.. DIA. 2~~~~ c~ j ~ ( I WEEP
PRECAST MANUFAGTURER TO LEAVE 6'-0" B'-0° INSTALLATION. GONTRAGTOR TO FILL BOB HOLE TOB ~ ( 3" DIA. ( I ~ ~ ~ I I ~ TOB HOLE _ ` I BOB
REBAR EXPOSED FOR CAST IN-PLACE _ TOB HOLES WITH NON-SHRINK GROUT
FIELD CONNECTION. AFTER INSTALLATION. m a,~-'"LIFT ~ ~ iii ( I c~
SEE DETAIL E-E, SHEET WL1. ~ tV I I HOLE I I I I 11 ~ ~ N ~ C.~.
LEFT SIDE VIEW PLAIN END VIEW FRQNT VIEW RIGHT SIDE VIEW ~ o0
~ o
PIECE C1 PLAIN END ~
~ ~ W
TOTAL PCS =1 TQTAL PCS =1 ~ ~
~ W
~ ~
U~ ~
TWO 3'" HOLES TO BE PROVIDED IN
THE BOTTOM SLAB OF THE BELL END U LENGTH = 66.00' ~ > z
ON EACH RCB SECTION. HOLES ~ PROVIDED AS A PULL POINT FOR z
INSTALLATION. CONTRACTOR TO FILL ~ FLOW FL4 ~ LAY BELLS AHEAD W
HOLES WITH NON-SHRINK GROUT _ _
AFTER INSTALLATION. - 0 l+1 0 0 p1 4 0 p1 1 m OUTLET 0 61 0 0 61 0 0 61 0 o B1 0 0 61 o a 61 o a Al 0
ll]
8'-4° g~, 1z,~„ pe-4„ CLGULVERT - ~ ~ ,CULVERT
Bee ~7r t1n Ou Cr-t1n On C,-(tn On 7, ryu pre -
0 o a o a o o a a o 0 0 o a
2'-0" 10'-0" 2'-0" o 0 0~ o o .
2`-S„ 3"DIA. 3" DIA. ~r-8n
WEEP WEEP 1- G1 @ 7-81@ 1-A1@ LL=56,28' L=4.53'
HOLE q HOLE L=5.1 ' o
3"DIA. co
BOB LIFT BOB a TOB HOLE TOB 0 LINE LAYOUT 1 Z
~ INSTALLATION NOTES:
o CONTRACTOR TO SUPPLY ALL NECESSARY BARS FOR GAST IN-FLAG ~ CAST IN-PLACE STRUCTURES. PLAN VIEW ~
* PREGASTER TO PROVIDE IXPOSED REBAR FOR GAST-IN-PLACE CON '-IN-PLACE CONNECTIONS. o
* POPT HOLE PLUGS TO BE USED TO FILL LIFTING HOLES PRIOR TO Bl :S PRIOR TO BACKFILtiNG. POPITS TO BE SUPPLIED BY MANUFACTURER. SEE DETAIL.
LEFT SIDE VIEW FRONT VIEW RIGHT SIDE VIEW ,
CONTRACTOR TO GOORDINATE MANUFACTURER S SHOP DRAWINGS IOP DRAWINGS WITH CONTRACT DRAWINGS.
FOUNDATION AND BACKFILL REQUIREMENTS BY OTHERS. QRS.
CONTRACTOR TO SUPPLY ALL NEGESSARY LIFTING AND RIGGING Flp ND RIGGING HARDWARE.
TOTAL PCS = 7
CONCRETE PIPE DMSION
PRODUCTION NOTES: QUALITY CONTROL NOTES: ~g~~ o MweaKS~ 475 S~muef Road, Spadanburg, SC
~ * PER AASHTO M-259 SECTION 15 THE FOLLOWING INFORMATION IS TO BE RCB TO BE MANUFACTURED IN ACCORDANCE WITH AASHTO M-259, SECTIONS 2, 3, 6, 7.3, 7.4 and 8 ~?ru 16. ,
t STENCILED ON THE INSIDE WALL OF EACH RCB SECTION: fc, 28 DAY GOMPRESSIUE STRENGTH OF GONGRETE IS 5,000 psl MINIMUM.
CEMEX ! PC22 PROJECT: WILSON STREET CI~LVERT REPLACEMENT ~
• BOX SECTIONS TO BECURED IN ACCORDANGEWITH AASHTO M-259, SEGTION 9. AASHTO BRIDGE STD. LOCATION: CONCORD, NC
~ T.O.B. = TOP OF BOX ; B.O.B. = BOTTOM OF BOX FILL =aft CONTRACTOR: CITYOFCONCORD DESIGNED BY: ENG}NEER: CITY OF CONCORD . ,
nMnn,n _,rnnn
• RCB SHOWN STANDING VERTICALLY FOR LAYOUT PURPOSES ONLY. wnunvo = nozv REV, # DESCRIPTION DATE BY UnHwN t5 T:
DATE OF MFG I PIECE # CHECKED BY: EAB
• RCB SECTIONS TO BE MANUFACTURED IN ORDER OF LAY SCHEDULE. • RINKER MATERIALS TRADE MARK TO BE STENCILED ON OUTSIDE OF RCB SCALE: AS SHOWN
• ALL DIMENSIONS ARE NOMINAL. • TESTS OF CONCRETE CYLINDERS TO FOLLOW AASHTO M-259, SECTION 10.
DATE: 08/11 08
• MINIMUM OF 6 CYLINDERS PER DAY'S PRODUCTION REQUIRED.
SCALE: NTS DR. BY- B. ALLEN, REF. PROJECT NUMBER: 2008-017 DATE: 23-W CK,BY: DRW# PS1 SHEET: 10 OE: 17

Migh Performance Living
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.Q. BOX 348
CONCORp N.C. 28426
(7Q47920-5425
~~aa~911k 11 iP i. 9P
j lp i'~ aaa
r~y~.`~ $4 ~
REAL
m$ 17577 ~ e
4 r%~f~ °~~CiNir. ,
PPP ~ a~a7a6epa9 aa~~a^y,.~ ~
MOLD INJECTED JB'®dg~~ d,U ~ at+ le~~t
POLYETHYLENE
Engineer's Seal
d
0
r
v
Surveyor`s Seal
12" x 12"
JOINT WRAP
LIFT HOLE -E-+
is~
~ ~ r Q~
ti POPIT HAUNCH
v
21/2"' RCB WALL
r
31(4" Q.~ia
tU O
N
W . a
MANUE~ACTURED BY "POPIT" 922 S. WOODBOt1RNE ROAD
LEVITfOWN, PA 19057 J ~
PHONE:215.945~5201 ~ ~ ~
~ ~ ~
C7
U~ ~ tL
Q
14'-0"
B~~ 6~_0~~ 8"~ 6._0., B~~
As7 OUTER TOP REINF.
0.20 IN Z(FT (MIN}
EXTERNAL JOINT WRAP ~aP GENERAL NOTES:
As1 OUTER SIDE REINF. 4112" TO BE INSTALLED As2 INNER TOP REINF. z BY CONTRACTOR PRIOR
0.20 IN?(FT (MIN} 0.20 IN. (FT {MIN} 1t2" (MIN) TO SACKFILLING ~tOR 1 }THIS LAYING DETAIL WAS COMPLETED BY SCALE AND COORDINATES FROM THE CONTRACT PLANS. VERIFICATION OF ALL COORDINATES AND
2,. LENGTHS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ENGINEER. RINKER MATERIALS WILL NOT BE HELD RESPONSIBLE FOR Z
(TYP} DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONTRACT INFORMATION, o
2) BOX SECTION WEIGHT; 5,250 ibs(f#
^A^ LL '
T ~ 4 ~ . 3} BOX CULVERT JOINT AND JOINT PREFORMED FLEXJBLE SEALANT MATERIALS IN ACCORDANCE WITH ASTM C 990.
10" MINIMUM ° Q CONNECTION BARS FOR TOEWALLS TO BE SUPPLIED BY PRECAST MANUFACTURER. °
Aso INNER SIDE REINF. STEEL REINF. LAP ' . . 5} STRUCTURAL REINFORCEMENT FOR TOEWALLS TO BE SUPPLIED BY CONTRACTOR.
2 WELDED ('T'I'P.}. ' 0 0.20 IN. (FT (MIN} Sin DfA WEEP
' HOLES {TYP.} h 6} SEE CONTRACT PLANS AND DOCUMENTS FOR CAST IN PLACE STRUCTURES,
~ ^Q 1) EXTERNAL JOINT WRAP SHALL BE IN ACCORDANCE WITH ASTM C-877.
~ ~O
~ O F-
DESIGN NOTES:
G~~ ~a 'p N= N U . • DESIGNED IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS ~ C4N~RIETE PIPE DIVISION ~
tin MAX. ° ~ " a ~ 1 CLEAR tl Q RADfUS As31NNER BOTTOM REINF. COVER . 4 FOR HIGHWAY BRIDGES. rrvnerNS• 475 Simuei Road, Spartanburg, SC
~ •v ~ ' a • MANUFACTURED IN ACCORDANCE WITH AASHTO M-259, ~
0.20 IN. (FT (MIN} {TYP.} SECTIONS 2, 3, 6, 7.3, 7.4 and $ thru 16. PROJECT. WILSON STREET CULVERT REPLACEMENT
• DESIGN FILL HEIGHT = aft t'ocATioN: CONCQRD, NC
1(2" (MINA RI tTYt nAATFRIAI ~ SOIL UNIT WEIGHT =120 IbsfO CONTRACTOR: CITY OF CONCOR4 DESicNEa BY. ENGINEER. CITY OF CONCORp , ,
~4d MIN. RADIUS "-Asap OUTER BOT REINF L INSIDE (MAX) d = CIRCUM. BAR 0.20 IN.-/FT (MIN) INSIDE OF R.C.B. (TYP) • LOADING = H520 REV. # DESCRIPTION DATE BY UKAYV v OT:
.04'± LAY • fc' = 5,000 psi (28 DAY CONCRETE COMPRESSIVE STRENGTH) - CHECKED BY: EAB
DIA. LENGTH GAP NOMINAL LAID LENGTH = 8.04' • Is = 65,000 psi (WELDED WIRE FABRIC, MINIMUM SPECIFIED YIELD STRENGTH) SCALE: AS SHOWN
• WELDED WIRE FABRIC IN ACCORDANCE WITH ASTM A497 DATE: 08Z1 1 08
6 x 7 MULTICELL RCB SECTION. TOP SLAB SECTION THRU BOX CULVERT JOINT SCALE: NTS DR. BY: B.ALLEN REF. PROJECT NUMBER: 2008-017 DATE: 2-3-09 CKBY: DRW#:SS1 SHEET: 11 OF: 17

p h i i i : I A
High FerfQrmance Living
PREPARED BY
ENGINE~E/R/I~NG/+DEP/+A/~RTMENT
3"SPAGESETWEENUNES CI t 1 VF L+~NLrVRD
CONTRACTOR70FILLtMTN 0 BOX 3QODpsi GROUT. PREGAS7 PARAPET WAIL
~ -`1 CONCORD N.C. 28026 T. ~ ~ (704j 920-5425
t~~~a~ae r:"7 ar raor'a i G f
Aa4° o a rrI ~r f ~
` Q Q Q!~<~~ SEAL
~ 17577 ~ ~ r '~i ooo ~ ti
WINGWALL "W2" PRECAST CULVERT WINGWALL "W4" 0 1~ ~ , yq~
(SEE SHEET WD2} (SEE SHEET WD1} ,,,w..~,nv,. b ~
R
Engineer's Seal
TOEWALLS TO BE CAST-IN-PLACE ~ 4 ryo
BY CONTRACTOR. cro ~ (SEE INSTALLATION NOTES}
~ CULVERT - - - ~ CULVERT
PARAPHET WALLS TO BE PRECAST
BY RGB MANUFACTURER o
~ti
WINGWALL "W1"' WINGWALL "W3"
(SEE SHEET WD2} (SEE SHEET WD1 }
DETAI L G-V Surveyor's Seal
WINGWALL ELEVATION (PARALLEL TO BARREL)
APPLY SEALANT ON UPPER HALF OF SPIGOT AND LOWER HALF OF BELL. ~
APPLY SEALANT TO FORM A UNIFORM JOINT SEAL, REMOVE PROTECTIVE
INSTALLATION NOTES; FILM PRIOR TO BELLING UP PRECAST SECTIONS. PROTECT SEALANT FROM DEBRIS AND DUST DURING INSTALLATION. BOTH BELL & SPIGOT SHALL BE
* GONTRACTORTO COORDINATE MANUFAGTUREft5 SHOP pRAWINGS WftH CONTRACT DRAWINGS, PRIMED WITH AN ADHESIVE PRIMER PRIOR TO DELIVERY OR INSTALLATION. (u
* RC8 MANUFACTURER TO SUPPLY EXPOSED REBAR FOR CAST-IN•PLACE TOEWAII CONNECTION. (SEE DETAIL E•E)
* RCB MANUFACTURER TO SUPPLYANp INSTALL RICHMOND INSERTS FOR HEADWALLS. (SEE DETAIL p•D}
* RCB MANUFACTURER TO SUPPLY ALL STRUCTURAL REINFORCEMENT FOR HEADWALLS. (SEE DETAIL 0•p} O
* CONTRACTOR TO INSTALL WINGWALLS PER MANUFACTURER RECOMMENDATIONS. (SEE DETAIL G•G} * SPIGOT SOT LL ~
CONTRAGTORTO INSTALL COMPRESSIBLEJOINTMATERIALANDJOINTWRAP DURINGWINGWALL INSTALLATION. (SEE pETAIL F-F} O
BELL ~ '~ff
SPIGOT ~ W
~ ~ W
1!2"JOINT v,/ 0.,

FUTURE GRADE PRECAST NOTE STRUCTURE
WINGWALL FOOTING SIZE IS BASED ON AN
-I ASSUMED ALLOWABLE BEARING CAPACITY - WING
OF 2,000 p.s.f. CONTRACTOR SHALL NOT[FY - I
COMPRESSIBLE JOINT MATERIAL. MANUFACTURER IF THIS IS NOT ACHIEVABLE _ TO BE SUPPLIED AND INSTALLED
DUE TO SITE CONDITIONS. BY oTHERs
BELL
DETAIL B-B
dO1NT sEALANT INSTALLATION m
FLEXfBIEWINGWAIICDNNECTION
~ PRE AST OPTION ONLY ( G }

FILTER FABRIC TO BE _ g~~ F '
INSTALLED ON ILL I"'-~"I
EXPOSED #5 REBAR IDE OF WEEP HOLE - S
BY PRECAST SII O #6 x 20" GR. 60 BENT REBAR MANUFACTURER WEEP WITH 2" NC THREADS.
CONTRACTOR TO r #5x24" REBARS @ 8'" ac z
HOLE SUPPLIED BY CEMEJ(, FIELD BEND - INSTALLED BY GEMEX INSTALLED BY MANUFACTURER 0
I HAUNCH ~H CONTRACTOR TO FIELD BEND ~
#57 STONE c~
- I~ REBAR DETA{L in W
FINISHED GRADE BOTTOM 0
OR STREAM BED SLAB
- . 1'-011 ..Q. .
- ' . 1 #4 x CONT. OP LAYER 1t 3 8 3 (T )
- a•Q'- z 3/4 CHAMFER 2 #4 x CONT. BOTTOM LAYER . a - ~a f ?
~ CAST-IN-PLACE . N BY COI BAST-iN-PLACE TOEWALL PROJECT ENGINEER TO BY CONTRACTOR DESIGN CAST-IN-PLACE
(TYP. EACH END) TOEWALL FOR FIELD
c - - - o CONSTRUCTION. ~ CONCRETE PIPE DMSION Q
_ ; , rb i d~ ~une~ws~ 475 Simual Road, Spartanburg, SC ~
• ° • • ' CONTRACTOR TO EXCAVATE ANY . STEEL AS REQUIRED BY
N ADDITIONAL STEEL AS REt ,;•e ' UNSUITABLE MATERIAL AND CONTRACT PLANS TO BE t PLANS TO BE SUPPLIED ~
REPLACE WITH WASHED STONE a m AND CNSTALLED BY GOC • PALLED BY CONTRACTOR PROJECT: WILSON STREET CULVERT REPLACEMENT w
0~ I- ~ LOCATION: CONCORD, NC ~
CONTRACTOR: CITYOFCONCORD DE5lGNED SY: ENGINEER CITYOFCONCORD
/YANT III MI AAr 1 nn a ~an.~ nv.
%.no rnv-ru~~.c 3/4" EC-2F REV.# DESCRIPTION DATE BY uRHvvly a r:
CUT-OFF WALL BY RICHMOND INSERTS 9 CHECKED BY. EAB
PRIOR OTHERS TO DETAIL G-G @ 12" o-c BY CEMEX
BACKFILLING DETAI BEHIND WALL SECTION THRU PRECAST WINGWALL SYSTEM DETAIL D-D TOEWALLCONNE PARAPET WALL DETAIL DETAIL E-E SCALE: AS SHOWN
EWALL CONNECTION DETAIL - DATE: 08 08
!D FOR THE PRECAST OPTION ONLY) PROJECT NUMBER: 2008--01 SCALE; NTS DR. BY. B. ALLEN REF.
(PRECAST OPTION ONLY) (FURNISHED FOR THE PR DATE; 2-M9 CK.BY; DRw#:WLI SHEET. 12 OF: 17

8" _
8" 8" Migh Performance Living
FILL FACE STREAM FACE FILL FACE STREAM FACE STREAM FACE FILL FACE PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
{704} 920-5425
#4 BARS @ 12" c-c #4 BARS @ 12" c-c #4 BARS @ 12" c-c #4 BARS @ 12" c-c #4 BARS @ 12" o-c #4 BARS @ 12" c-c
EACH FACE STREAM FACE EACH FACE STREAM FADE STREAM FACE EACH FACE
`~44y4a+'rc a rt+; rr+q"o~ ~
v ~i,`/~y,~e 8yQ5 tl^g ~ ~
3" DIA WEEP HOLE #6 BARS @ 6" c-c ~~yy ~2~.
#6 BARS 6" c-c 3'" DIA WEEP HOLE #6 BARS 6" c-c 3" DIA WEEP HOLE @ @
FILL FACE FILL FACE FILL FACE = ~ SEAL
#5 BARS @ 8" c-c #5 BARS @ 8" c-c #5 BARS @ 8" e-c ~ 17577 ? ~ 4 PRECASTER TO INSTALL f~,~ q.
PRECASTER TO INSTALL PRECASTER TO INSTALL CONTRACTOR TO FIELD BEND .~i,,°~~,i~~;:~~°°~~
CONTRACTOR TO FIELD BEND CONTRACTOR TO FIELD BEND
#5 BARS @ 6" c-c #5 BARS @ 6" ac #5 BARS @ 6" G-C r+u"'"~a i~
~ T
#4 BARS @ 12" c-c CLOSURE POUR /TURNDOWN #4 BARS @ 12" c-c CLOSURE POUR !TURNDOWN #4 BARS @ 12" c-c Engineer's Seal
TOP AND BOTTOM TO BE CIP BY CONTRACTOR. TOP AND BOTTOM TO BE GIP BY CONTRACTOR. CLOSURE POUR ~ TURNDOWN TOP AND BOTTOM
PROJECT ENGINEER TO SUPPLY PROJECT ENGINEER TO SUPPLY TO BE CIP BY CONTRACTOR. 8++
REINFORCEMENT DESIGN AND REINFORCEMENT DESIGN AND TOEWALL DIMENSIONS. TOEWALL DIMENSIONS. PR03ECT ENGINEER TO SUPPLY
REINFORCEMENT DESIGN AND VARIES
VARIES VARIES TOEWALL DIMENSIONS.
CROSS SECTION CROSS SECTION GROSS SECTION
NaTE
NOTE NOTE WINGWALL FOOTING SIZE IS BASED ON AN Surveyor's Seal
WINGWALL FOOTING SIZE IS BASED ON AN WINGWALL FOOTING SIZE IS BASED ON AN ASSUMED ALLOWABLE BEARING CAPACITY OF
ASSUMED ALLOWABLE BEARING CAPACITY OF ASSUMED ALLOWABLE BEARING CAPACITY OF 2,000 p.s.f. CONTRACTOR SHALL NOTIFY
2,000 p.s.f. CONTRACTOR SHALL NOTIFY 2,000 p.s.f. CONTRACTOR SHALL NOTIFY MANUFACTURER (F THIS [SNOT ACHIEVABLE DUE TO SITE CONDITIONS.
MANUFACTURER iF THIS IS NOT ACHIEVABLE MANUFACTURER IF THIS IS NOT ACHIEVABLE
DUE TO SITE CONDITIONS. DUE TO SITE CONDITIONS.
10+ N
--1a` 1a"
1' ~
1' 1 `
LIFTING LIFTING , ANCHORS 1 ANCHORS 1 3'-113" 3 -11 3'-11~"' ANCHORS ~ e-
TYP 5° $ TYP $ 6'-111" 8 48+ (TYP} FILL SIDE ~ 1+-83rr ~ C~
( } 4- r 1rr ~ } g r 1rr r 3rr FILL SIDE $ 6-11- r_ 3rr FILL SIDE 6-11- 1 r r ~ 1 g-g r r $ 8 1' 1+ 8 ~~O
$ 1 1 1 1 8 4'-8-81" tV
,r 8" ~ r 1rr prr 4r~ lrr 4
8 1r 1r ~ 8 1r 1r rr + 1 STREAM SIDE 1' 3 ~ aW,, . .
3rr STREAM SIDE r r ..3rr ~ 3„ STREAM SIRE 135° s'r 3rr 2 -34 ~ 120° ~ ~ 2"-34 ~ / ~
2 -3- 12a° 2 -3- 2 -3- s' 2 -3,~ 4 4 4 ~ J F-
E
. ~ ~ ~ ._.a.
CLOSURE POUR J TURNDOWN ~ ~ 8 TYP.
CLOSURE POUR /TURNDOWN grr -I-yp, CLOSURE POUR f TURNDOWN 8" TYP.
PLAN UIEW PLAN VIEW PLAN VIEW ~ ~
r 1rr 13r_31rr ._..__._._..18"_ ~
13 -t}~ 2 1+~~++
1 r~~rr 1 r-gn $ V 1
1' 1' WEIGHT 15,113 Ibs. EACH
WEIGHT 15,113 Ibs. EACH WEIGHT 15,113 tbs. EACH
m
pr-pu pr_px 8'-8"
~ 2._g++
2'-s'r ~ 2`-9" Q 2+_~2,+ .,,.f.e 8+
r r 1u ~y r r 1rr 8 2 -7 8 2 -72 r
2 _._1_
10 5l8"
10 518" 1'- " 8" z
gu grr
L ~ ~ a
a
r 1rr 12'-11rr 12'-1~,+
12-12 2 PROFILE VIEW (STRE~~M SIDES ~
PROFILE VIEW STREAM SIDE PROFILE VIEW STREAM SIDE
PERPENDICULAR TO WING PERPENDICULAR TO WING PERPENDICULAR TO WING
I~INGU~ALLS W1 & U~4
TOTAL PCS =1 TOTALPCS = ~ TOTAL PCS = 2
G4HCRIETE PIPE DMS14N
~umus« 475 Simnel Road, Spartan5arg, SC °
PROJECT: WILSON STREET CULVERT REPLACEMENT
LOCATION, CONCORD, NC
CONTRACTOR: CITYOFCONCORD DESIGNED $Y:
ENGINEER:. CITY OF CONCORD _ _ _ .
REV. # DESCRIPTION DATE BY UKAwN U Y:
CHECKED BY: EAB
- - SCALE: AS SHOWN
. DATE: 08Z1 108
SCALE: NTS DR.BY: B.ALLEN REF.#: PROJECT NUMBER: 2008-017 DATE: 2.3-09 CK.BY: DRWPWD1 SHEET: 13 OF: 17

(
:dORTH CAROLINA
FLOW High Performance i`ving
PREPARED BY
DISSIPATER POOL APRON ENGINEERING DEPARTMENT
(LB) (LA)
CITY OF CONCORD
0 P.O. BOX 308 i CONCORD N,C. 28026
w~ (704} 920-5425
~ ~ o z TOP OF NATURAL CHANNEL i
DOUBLE BARREL BOX CULVERT m ~ CHANNEL
~gyaaaassnrr ~ a ~.R ~ ~+i~ Q~rrr a i
aaaa+V tom ~r~`'
r
~ ~ HORRONTAL 2.1 ,p ~ OQ~OO O SEC. A- A ~d ~
TB NATURAL CHANNEL =r~s ~ ~7 e
~ °~~'0'1N~~~a'•' ~ a r. i. a+° ~a~a
o. Q ~ r.
o~ Q o~~ a o~ ~ 000 a 0
TB TB 2
TB TB x 3 ~ ° Engineer's Seal
TB
i i
° ° ° o
BERM AS REQUIRED
C/L SECTION ° ° ° ° TO SUPPORT RIPRAP
TB EXCAVATE TO THIS LINE,
SEC. B-B BACKFILL WITH RIPRAP
Sunreyar's Seal
h
° W Z
° ° _
' ._.1
~ ° BERM AS REQUIRED ~ E- Q
° ° TB TO SUPPORT RIPRAP ~ ~ ~ °
Ill 111 ...I ~ o
W
FLOW H `C`~
W~~~~ W J ~ W U
SEC. C-C EXCAVATE/FILL TO THIS LINE, ~ ~ ~
BACKFIL~ WITH RIPRAP I- UJ W ~
~Q /g IA ~
~ Z
-r-------------- ~ ~
W ~ ~
CULVERT ~°~`V ~ 2:1 SYMM I ABOUT C.}
I ' ° °
I 3
~ 2:1 ~ 1 BERM AS REQUIRED
i ~ ' ° ° TB TO SUPPORT RIPRAP
Off' /A ~
° ° °
S, ~9,0 O ' m
G/~~ ~ i ° °
~ ~
N ~ APRON
qpp
\\~eD~E O~klyjgTe N oW = WIDTH OF BOX CULVERT = 6FT 'T = 6FT SEC. D-D
wA r~R
d 5a - Q.5 FT (MIN. OR NCDOT CLASS B) Z
a
_.....8...... F
roP........ LB = 14 FT "
R~ ~F RlA . 0
D AP _ .
LA = 7 FT
TB = 1.0 FT
fg
h ~ = 1.4 FT
HALF PLAN r d
RIPRAP CULVERT ENERGY BASIN DETAIL
w
N TS DESIGNED BY: EAB
DRAWN BY: BCC
CHECKED BY: EAB
SCALE: AS SHOWN
DATE: 03/10/09
PROJECT NUMBER: 2008-017
SHEET: 14 OF: 18

BACKFILL
;u arvsi~
~ 12" MIN, High Performance living
SET HEADER ROCK BACK 1/3
FLOW - WIDTH OF FOOTER ROCK MAX. STEP BANKFULL PREPARED BY
EL. SEE PROFILE PTH 1.50' ENGINEERING DEPARTMENT
- - - EL. SEE PROFILE CITY OF CONCORD
P.Q. BOX 30$
EL. SEE PR FILE BED BED {
SEE CROSS SECTION INSTALL EROSION CONTROL OONCORD N.C, 28026
BACKFILL, TYP. L. BED MATTING (COIR FIBER MATTING} (~aaa g2o->~25
W/ CLASS B & A POOL DEPTH ~ - PER MATTING DETAIL AND/OR
RIP RAP 1s ~ FILTER 0 ,
FABRIC FOOTER ROCK, TYP. ~ W/ CLASS A 3' MIN. ~ MANUFAGTURES ( RECOMMENDATIONS. PLACE ,4*° ~ ,,~A 4
#57 STONE OR CLASS A OR # 57 STONE 2' MIN. RO KIN V NE A M SHOULD ( TEMPORARY & PERMANENT SEED > -
ON TOP (TYP.) NOT E GAPP HAVE ANY UNDER MATTING PER EROSION ~ sEAL
SI Y NT SPACES 1' MIN. ~ a CONTROL DETAILS. : m` 17'77 ,
XCAVATED FILL VOIDS WITH NCDOT ~ ~ q
CLASS B R1P RAP ~ ~ a4~~°! ~VL. ',',fit
SECTION A - A POOL, 1' TYP. XCAVATED POOL, 1' TYP. cod F 1t441fb4~. NATURAL CHANAL 24 MIN. RIP RAP
MATERIAL
SEE BOULDER TOE PROTECTION DETAIL
OO O ~ (SEE DETAI) ~ O ~ OO ~ A 'r r i 'r i A Engineer's Seal
B~~J~~E~ TAE PRQTE~TI~f~ W ~~~SIO~
CQ~ITR01~ ~ATTIC~I~
- i i i i
FLOW OOL OOL OOL OOL
i NOT TO SCALE
NOTES: ~ ~ ` HEADER ~ HEADER
1. STEPS TO BE SHORT, FREQUENT, AND ~ ~ ~ ROCK ~ ROCK
CLOSELY SPACE0. - - - Surveyor's Seal
2. POOL DEPTHS AT BANKFULL ELEVATION 0 R FOOTER
SHALL BE TYPICALLY 2 TO 3 TIMES ROCK ROCK
DEEPER THAN STEP DEPTHS AT
BANKFULL ELEVATION.
3. ADEQUATE NUMBER OF FOOTER BOULDERS
TO BE USED IN ORDER TO HOLD UP THE PLAN VIEW SEE ROCK A-V~NE
BOULDERS AT HEAD OF STEPS DURING
HIGH ENERGY/HIGH FLOW EVENTS. DETAIL FOR SPECIFICS
4. STEP POOL DEPTH SHOULD BE 2 TO 3 S T E P P O O~ D E TAIL. W ~
TIMES BANKFULL DEPTH. ~ Q
NOT TO SCALE J
~ ~
ca Z ~
HEADER ROCK ,TYP. SET HEADER ROCK BACK W~J~°o
SEE PROFILE FOR A MINIMUM OF 1/3 WIDTH Z~~--~N
FLOW - ELEVATION OF THE FOOTER ROCK 4„_$„ 1/3 1/3 1/3 I- ~Q~
BANKFULL BANKFULL BANKFULL W~~~~
WIDTH WIDTH WIDTH WJ~~U
t~~~C~
O~~Q~d7'~0...:.., ED ~ i BACKFILL TYP. ~~O`~'O°~n A ATTING ANCHOR TRENCH 2" x 2" (nominal} ~ ~ W IN TRENCH ON 1 CENTERS WOODEN STAKE ~ ~ ~zr
O.;'~`. J (WALL GRADED MIX ~oj10o Oa :,T ~ ANCHOR OVERLAP 1" Z a"
OF CLASS B & A v~~0 O ~ 20' TO ~p 0 ~ ON 1' CENTERS ~
RIP RAP) 2' MINIMUM ~XCAVATED POOL Q 30' - T Z n
.r.
ANCHORS ON -r-~
FOOTER ROCK, TYP. m % - ~ m BACKFILL TYP. 3' CENTERS 24"
EXCAVATED TRENCH ROCKS IN VANE ARM SHOULD (WALL GRADED MIX ~ _
FOR ROCK CROSS VANE NOT BE GAPPED OR HAVE ANY OF CLASS B & A ~ OFF~wN
CONSTRUCTION SIGNIFICANT SPACES RIP RAP) ' ANCHORS
FILTER FABRIC, TYP. - 1" (nominol}
~ O FILTER FABRIC ~ ~ STAPLE
1" .
SECTION A-A o - -
TIE VANE ARM INTO II m
BANKFULL ELEVATION I-~ 6" OVERLAY{MIN}
HEADER BANKFULL ~ HEADER 12"
ROCKS ROCK PLAN VIEW
POOL EXCAVATED PER POOL FOOTER
DIRECTION OF ENGINEER ROCK ~
4% TO 7q SLOPE 18" (TYP} LOODPLAIN j
- COIR FIBER o KEY IN VANE TO BANK MATTWG a01R FIBER EXISTING
r+ATTWG BACKFILL GROUND
BACKFILL TYP. MINIMUM OF 4' AT AN yCHORS O
(WALI GRADED MIX A ELEVATION EQUAL TO 3NCENTERSN- BE FROCKS FILTER FABRIC OF CLASS B & A BANKFULL OR SLIGHTLY CENTERS p
•r: F:.
RIP RAP) LOWER EXTEND MATTIN ROCKS IN VANE ARM SHOULD 2 MIN. ro NwsE~ fIN ~ ~
6" MIN u~i w
NOT BE GAPPED OR HAVE ANY ANCHORS ON ~
SIGNIFICANT SPACES APROX. BOULDER DIM. (FT.) 1' CENTERS
IN TRENCH
SECTION B - B A-VANE LENGTH HEIGHT ELEVATION WIDTH 7 - ~ MATTING SHALL BE
"A" 4' 2.5' 593.71 4' PLACED 1N TRENCH ANCHOR OPTIONS AND BACKFILLED
NOTES: "g" 4' 2.0' 592.00 5' 1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE "C" 4' 2.0' 589.30 6' smenM eeo--~
BE
VANE ARM TIES INTO BANKFULL. 2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS. "D" 4' 2.0' 586.80 6' 3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS NOTES:
TYP I C A ~ CROSS S E C T(O N 1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL AMENDMENTS, AND SOIL PREPARATION MUST BE w
COMPLETED IN ACCORDANCE WITH THE PROJECT Q SPECIFICATIONS PRIOR TO PLACEMENT OF COIR p
BETWEEN HEADERS AND FOOTERS. FIBER MATTING,
~ ~ ~ ~ ~ ~ ~ 2. REBAR OR STAPLES MAY BE USED IN PLACE OF ~ WOODEN STAKES AS DIRECTED BY THE ENGINEER
4 D~ ECTIONBOFKTHE EN~G NEERNT POSSIBLE OR AT THE COI R FI w
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. ROCK A -VANE D E TA I L
NOT TO SCALE DESIGNED BY: EAB
DRAWN BY. BCC
CHECKED BY: EAB
SCALE: AS SHOWN
DATE: 03/10/09
PROJECT NUMBER: 2008-017
SHEET: 15 OE: 18

`
Y GENERAL NOTES: o~ ~ t t tv a
CLASS "B" CQNGRETE TO BE USED High Performance Living
OUTLET PIPE
ALL EXPOSED CONCRETE CORNERS TO BE CHAMFERED 1"
W ALL MORTAR JOINTS ARE TO BE 1/2 t 1/8" PREPARED BY
ALL JOINTS WILL BE CONCAVE TOOLED ENGINEERING DEPARTMENT
a THE 6" OPENING SHAWN MAY BE INCREASED TO 8" MAX. iF CITY OF CONGdRD
X k V V ~ V ~ ¢ DEEMED TQ BE NECESSARY BY THE ENGINEER P.O. BOX 303
~a ~ N FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM CONCORD N.C. 2$426
~N mJ m J ~ SIAB. [phone]
J d• ~ ~ ~ USE ALL HARD BURNED BRICK
W w IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
INLET PIPE ADD TO BASE AS SHOWN ON STD. 840.00 NCDOT STANDARDS `a''~Q~,,,n'~1t B,p ~''f i
F FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN { ' HEIGHT USE 12" WALL TO 6'-0" FRAM TOP OF WALL AND 8" ~4< r 4. l~iy°°,a~
W ~ " WALL FOR THE REMAINING 6'-0". QUANTITIES TO BE ADJUSTED s Q SEAL
Y 9" ~4 BARS "X" 9" ~ ACCORDINGLY. ~ rn& 17577
PLAN F s~ ~ ~ 3 r
rr / o'v a+ RYA I', ~~^SdC.~c as aA~
PLAN MIN{MUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASINS WITH SINGLE AND MULTIPLE PIPES
DED.FOR '~P~d+Qae aRU~"` DIM'S OF PIPE & BOX RBNFORCING COVER CU. YDS CHIC TOTAL BRICK EDUCtIONS FOR
PIPE SPAN DTH B BARS-X BARS Y OTAL D1fdENSION IN BOX IdASONR~ ONE PIPE 6 THROAT OPENING
4" PRECAST 4" PRECAST CONC. COVER CONC. COVER COVER D A 8 H NO LN NO LN LBS F G COVER FLOOR TOTAL FT Hi MIN H G,M. R.G CU YDS Engineer's Seal
F G 18" 4'0" 2'8" 2'11" 2 3'9" 8 5'1" 33 5'4" 4'0" 0,263 0.395 0.649 0.395 1.152 0.044 0.065 0.049
4" r 24" 4`0" 2'8" 3'S" 2 3'9" 8 5'1" 33 5'4" 4'0" 0.263 0,395 0,649 0,395 1,350 0,078 0,113 0,049
_1___ OPENING A c . r . • ; . ` • ~ . • • 4"
AS REQ D NOTE:
6" MIN " 8 BUILD ALL BOXES 24" X 36"
8" 8" B
H H FRAME AND GRATE OF ALL BOXES iN PROJECT SHALL BE CURRENT NCDOT STANDARD DEWEY
A BROTHERS GHBN-1 4 FLANGE OR EQUAL
y- 6" 6" 8"
w 0
HIGH END ON OUTLET END--SECTIONS a • SPIGOT END ON INLET END-SECTIONS "
6 ~ Surveyor's Seal ~ ;d.
SECTION -XX SECTION -YY Y
~ ~ 6" 2 #4YS
PART WHERE HANDLE IS LOCATED m ~T~
X X SHALL BE COUNTER SUNK 1" AND HANDLE SHALL BE FREE TO
MOVE UP AND DOWN F
4 BARS H 1" PIP " ANDLE d• `t' 1" PIPE SLEEVE B C~ B 2'8" MIN
CONCRETE TO BE
400 P.5.L MIN. ~ t'' 4`0" C~~ W J
z z
A N #4 BARS X ~ ~ ~ > 6
SECTION -VV PLAN 3/4" FALL ~ ~ ~
W r
~`-C" 3'-7" PART SECTION "PIES 3" LONG G 1 P LEEVE ~ BARS "Y" 4'D" ~ 6p . A'. ~ W
EQUALLY SPACED 3„ " WWII°o
3/4" RAD. 3 _ ~~~cv
" PIPE ` - I- W
9 1~2 3/4 SMOOTH BAR 24" I.D. Q SECTION -WW x PLAN SECTION - BB ~ ~ ~ ~
U" 2-3" x 1 4 TK. ROUND OR SQUARE CUT WAS ER WQW~-
GENERAL NOTES: L.L. "n~ W
2 HEX NUT 6" GLASS "B" CONCRETE TO eE USED~~• ~ n
6'-1" 4'-p"
ALL MORTAR JOINTS ARE TO BE 1/2 t 1/8" ~ W A/V
„ DETAIL OF HANDLE SECTION X - X END VIEW FORMS ARE TQ BE USED FOR THE GONSTRUC710N OF THE BOTTOM SLAB. ~ ~ LL Q
BRICK MASONRY DROP INLET NQT TO BE USED IN LOCATIONS SUBJECT T4 TRAFFIC, f"~ V
USE ALL HARD BURNED BRICK
FLARED END SECTION F(7R 24 INCH PIPE CUL k/ERT IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TQ 8A5E AS SHOWN QN STD, 840.00 NCDOT
NTS STANDARDS
(DETAfL D) FOR 8"-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN HEIGHT USE 12" WALL TQ 6'-O" FROM TQP QF
WALL AND 8" WALL FOR THE REMAINING 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.
Y NCDOT 5TD 840.16 FRAMES AND GRATES SHALL BE CURRENT NCDOT STANDARD
FRAME & GRATE 2'6"

4 8" B O" a ~
2'x3' He X X f 3
B ? Frame Aid Gm~te I NOTES: ~ !I
a" ~ e" ~I~~~~ ~Ij~~I i. Cancrate; 26 Day Campresarve Llft Anchor (Typ. Of 4} ~~~~,/r~ 41~,I'
~ Strength f'e = 4,500 psi, rl~~~~~ ~ 3323 COVER
2. Reinforcing; ASTM A-615, Wt. 650 Chs. Grade 60.
Ca7
I IP ` _ - ~ - ` ~ ~ 3. faint Sealant: Butyl Rubber ~ ~ • I I SS-S-00210, a
A I I A 4. H2O Loadin As a~..>® " Supporks An g
I I Indicated 6Y AASFlTO. Y 6 - Z
~ I ~ - I PLAN SECTION -YY I I Lift Insert (Typ, Of 4)
I I ~ ~ h~t i.y3.
~ _ _ " I = _ ~ I- 35" Wide Knockout frL~ /V/(y
(Typical Eoch WaII) 33-CB BASE ,V,'1 /W/~
3s" 3,500 Lbs. BRICK COPING 48" Flt; 4,200 Lbs. , " GENERA {.J GENERAL NOTES:
TYP " n ,~o B 36 24"x36 Opening For n ~
Frame And Grata CLASS R CLASS "8" CONCRETE TQ BE USED 5"
lifting Insert " ALL MC ALL MORTAR JOINTS ARE TO BE 1/2 t 1/8" 1
(iypicat of 4) 4 8 A 8
PLAN VIEW FORMS FORMS ARE TQ BE USED FOR THE CONSTRUCTION OF THE BOTTOM ~ 1 1/2" R SERB. ~ 3/4"
R4 ~ ,g H a BRICK I
SUBJEC BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS ~ ~ ~ / °------1--- T SUBJECT TO TRAFFIC. 7 1/4" ~
24"x36" Opening For f " Forme And Grate '"~a 6 USE AL 1/2" R
USE ALL HARD BURNED BRICK
~ ~v~ I I ~ IF REIN IF REINFORCED CONCRETE PIPE IS SET EN BASE SLAB OF BQX, ~ ~ ~ it I ~ Q V J TR I A
.y ' , y . a • ' ADD TC I I • Q•. ADD TO BASE AS SHOWN ON STD. 840.00 NGDOT STANDARDS 1 ~
~ ~ l i 4 I I I l 6" FOR 8' FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN ~
~ ~ I I HEIGHT ~ a I l OPTIONAL COVER SECTIONS HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL AND 8"
~ ~ ~ I I SECTION -XX WALL F WALL FOR THE REMAINING s'-o". QUANT111ES TO BE ADJUSTED STANDARD COMB. CONCRETE DESIGNED BY: EAB ACCORDINGLY.
_ _e... nneuu~ (1 V. ('1t1A
I 1 FRAMES , J t_ _t L NQ•N FRAMES AND GRATES SHALL BE CURRENT NCDOT STANDARD CURB & GUI{EK UEIAIL URNYYIV oa: okak. CHECKED BY: EAB
SCALE: AS SHOWN
35" Wide Knockout 35" Wide Knockout • • • • • • (Typical Each Wall) (Typical Each Wall) with 2ex2e with WO Solid Cover DATE: 03/10/09
SECTION VIEW AA ELEVATION VIEW B•B Access Door Ring And Cover Wt. 1,200 Lbs PROJECT NUMBER: 2008-017
SCALE: N.T.S. SCALE: N.T.S. SHEET: 16 OF: 18

4
1~
Negh Performance Living
f
i I
SEQUENCE OF NCE OF CONSTRUOTION FOR TYPICAL. WORK AREA PREPARED BY
~ - ENGINEERING DEPARTMENT
_
„%e i , ~ _ 1. INSTALL S 2. INSTALL U STALL SPECIAL STILLING BASINS}., cITYO~coNCORD PA. BOX 308
CONCORD N.C. 28026
{704} 920-5425
STALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE NOSE.
I
/ \ 3. PLACE UP I .ACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING k4:~'~'c""'
OPERATION S9 ERATIONS FOR STREAM DIVERSION. + ~ ~ ~y;tiy,
e sE~~ .
4. PLACE DO SPECIAL STIFLING BASIN APPARATU (SEE PROJECT SPECIAL PROVISIONS) .ACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING ( ~r~~;~m,~,~~~ttii~~{{{{~~sa°°Q~°
i¢ , ~a~4T71Y M +y'y '~,'`a
PARATUS. DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED rs,~~~~~~~``~
(SEE NCDOT STANDARD DRAWING 1630.06) SNALL BE ALL BE EQUAL. TO ONE DAY'S WORK.
Utilize a Stabilized Outlet Instead of Engineer's Seai
a Special Stilling [3asin If Pumping 5. PERFORM :RFORM STREAM RESTORATION WORD IN ACCORDANCE WITH THE
Ciean Water SPECIAL STILLING BASIN PLA(~S. _ANSo
(SEE PROJECT SPECIAL PROVISIONS)
6. EXCAVATE ;CAVATE ANY ACCUMULATED SILT AND DEV~IATER BEFORE REMOVAL
IMPERVIOUS DIKE DEWATERING PUMP 01= IMPERVI IMPERVIOUS DIKES, REMOVE 16vIPERVIOUS DIKES, PUMPS, AND
(SEE PROJECT SPECIAL PROVISIONS) TEMPORA 7. ALL GRADI MPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
.L GRADING AND STABILIZATION MUST BE COMPLETED IN ONE DAY surveyor'sSeai
WITHIN THE ~NIN THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS DIKES.
EXISTING THE IMPER STREAM SHOW THE IMPERVIOUS DIKE LOCATIONS AS SHOI~iN ON THIS SHEET ONLY
OW i HE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM
CHANNEL SEGMENT. ~MENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ~
I THE LOCAT LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S ~~ORK. ~
W ~
8. REMOVE S TEMPORARY DISTURBE FLEXIBLE HOSE :MOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE ~
STUBBED AREA WITH SEED AND MULCH. ~ ~ W ~
U~~o
W W
Z~~N
WCJ~~
~J~W
~`°'`~o
~W~~
Z~~°-
~ ~
~ ~
J
I
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIC PROVISIONS} r
NOTES:
1) All excavation shall be performed in only dry or isolated 0
sections of channel.
2) Impervious dikes ore to be used to isolate work from U
f/~ W
stream flow when necessary.
3) All graded areas shall be stabilized within 24 hours.
4-) Maintenance of stream flow operations shall be incidental
to the work. This includes polyethylene 'PUMP-AROUND PUMP
sheeting, diversion pipes, pumps and hoses.
5) Pumps and hoses shall be of sufficicient size to dewater
the work area. i
H
Q d
c,a
DESIGNED BY; EAB
nn uwi nv. non
UMAVVN 0is CA,t~
CHECKED BY. EAB
SCALE: AS SHOWN
DATE: 03/10/09
PROJECT NUMBER: 2008-017
SHEET: 17 OF: 18

TEMPORARY DIVERSION DITCH SEDIMENT FENCE ENVIRONMENTAL PROTECTION TH FO LOWIN SCH DUI )WING SCHEDULES SHALL BE USED FOR RESEEDING DISTURB>iD AREAS: ~E~IN~NSATION qND l:~RQSION CONTROL LEGEND
CONSTRUCTION AND MAINTENANCE CONSTRUCTION AND MAINTENANCE n
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, 1. CONSTRUCT THE SEDIMENT BARRIER USING A SYNTHETIC FILTER FABRIC OF AT LEAST SEDIMENTATION AND EROSION CONTROL Q~ ~GL~ CHANNEL, GRASS-LINED
AND OTHER QBJEC7CQNABLE MATERIAL 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE 2. ENSURE THAT THE MINIMUM CR05S SECTION MEETS ALL DESIGN MANUFACTURER OR SUPPL{ER AS CONFORMING TO THE REQUIREMENTS IN ASTM D fi461. ALL EXISTING SENSITIVE LAND FEATURES AND S1RUGIURES SHALL BE PROTECTED FROM 1-CED ~RR~ CHANNEL, RIP-RAP & PAVED o x r x ~ ~ ,
REQUIREMENTS. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITQRS AND EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT STEEP SLOPES OR POOR S PES OR POOR SOILS AND LOW MAINTENANCE ~ High Performance Living
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY STABILIZERS TO PROVIDE A MINIMUM 6F 6 MONTHS OF EXPECTED USABLE LIMITED TQ, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS, POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED CONSTRUCTIQN LIFE AT A TEMPERATURE RANGE OF 0 TQ 12Q F. YARDS, LAKES AND PQNDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS, AND MIXTURE CHECK DAM NRE RATE (LB/ACRE) r ~
SETTLEMENT. 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1,33 LB/LF STEEL WITH MINIMUM NATURAL AREAS. TALL FESCUE FESCUE 100 '-i TEMPORARY GRAVEL CONSTRUCTION ENTRANCEjEXIT
4. PROVIDE SUFFlCIENT ROOM AROUND DIVERSIONS TO PERMIT LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJEG110N5 TO SERICEA LESPEDEZA MACHINE REGRADING AND CLEANOUT. FACILITATE FASTENING 7HE FABRIC. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE KOBE LESPEDEZA :EA LESPEDEZA 30 xRS~ CONSTRUCTION ROAD STABILIZATION
5, VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCITON, CONTRACTOR, AT HIS EXPENSE, 1HRQUGHOUT THE LIFE QF THE CONTRACT AND DURING THE LESPEDEZA 1D PREPARED BY
UNLESS IT WILL REMAIN IN PLACE LESS THAN 3Q WORKING 3. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT SEEDING DATES DAYS. ABOVE THE GROUND SURFACE. [HIGHER FENCES MAY IMPOUND VOLUMES OF WATER OF THE CONTRACTOR'S WORK ACTIVITY, CONTROL MEASURES SHALL CONSIST OF APPROVED FALL. DING DATES , BEST POSSIBLE '°''D"'' DIVERSION (PERMANENT) ENGINEERING DEPARTMENT
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.] PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL LATE WINTER _ AUG. 25 -SEPT. 15 AUG. 20 -OCT. 25 -?TD-• DIVERSION (TEMPORARY) CITY OF CQNC(JRD WINTER FEB. 15 -MAR. 21 FEB. 1 -APR. 15
EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM AND A5 SHOWN ON THE CONSTRUC110N DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF DROP INLET PROTEC110N, FABRIC P.O. BOX 308
THE FLOW AREA AND REPAIR ANY DAMAGE. WHEN 4. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH. SEEDING NOTES CONSTRUCTION AREA IS PERMANENTLY STABILIZED, REMOVE THE BARRIER TO AVOID JOINTS, WHEN JOINTS ARE NECESSARY, SECURELY FASTEN 1. FALL IS THE BEST FOR DIES CONCORD N.C. 28026 THE BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. 4VERSEEDING ~ DUST CONTROL 704 920-5425
RIDGE AND CHANNEL AND BLEND 10 NATURAL GROUND LEVEL THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND Of KOBE LESPEDEZA O! E LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. ( )
AND APPROPRIATELY STABILIZE. THE NEXT POST. EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR 2. AFTER AUG. 15, USE UP 4UG. 15, USE UNSCARIFIED SERICEA SEED. FILTER DAM
5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY QF ENGINEERING FOR A FIELD CHANGE DISPOSITION. 3. WHERE A NEAT APPEAR TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WkRE MESH SUPPORT TO THE BERMUDAGRASS AT 15 A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND SUBSTITUTE ~AGRASS AT 15 LB/ACRE. USE ONLY WHERE BERMUDAGRASS WILL NOT BECOME GC GROUND COVERS
BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFQRCEMENT, THEN FABRIC ON THE AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE A PEST AND ONLY UPD AND ONLY UPON THE APPROVAL OF THE DIRECTOR OF ENGINEERING.
UPSLQPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A SEDIMENT SHALL BE SPREAD IN A MANNER NQT TQ ADVERSELY AFfEGT PROTECTION 4. BETWEEN MAY 1 AND A BLOCK & GRAVEL Ft4PR f9 PP PPPP MAY 1 AND AUG, 15 ADD 10 LB/ACRE GERMAN MILLET OR i5 LB/ACRE ® INLET PROTECTION, ,~,+i~ ~ IRASS. PRIOR TO MAY 1 AND AFTER AUG. 15, ADD 40 LB/ACRE RYE GRAIN, ,~s~~ " ~.y~
REFERENCE DETAIL BELOW MINIMUM 50 POUND TENSILE STRENGTH. PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS SUDANGRASS. PRIOR i 6. WHEN A WIRE MESH SUPPORT POST IS USED, SPACE POSTS AT A MAXIMUM OF 8 TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND ~;1, OUTLET STABILIZATION STRUCTURE . S%j~{/,~", `V
FEET APART. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND TO A RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS. FERTILIZER .AND FERTILIZER A5 REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000 RR RIP-RAP SEAL ~
2 MIN. MINIMUM OF 24 INCHES. APPLY LIME AND FERTiL{ZE SOUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. ma 17577
2:i SLOPE OR FLATTER LB/ACRE GROUND AGRIGUL ( j - 7. EXTRA-STRENGTH FILTER FABR{C WITH 6-FOOT POST SPACING BOSS NQT REQUIRE A PROTECTION OF WETLANDS NQ F 11L ER SHALL BE F COMPACTED SOIL WIRE MESH SUPPORT FENCE. WERE THE FILTER FABRIC DIRECTLY TO THE POSTS. I F T ~ ~ ROCK DAM ~ ~ , :
ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY SEDIMENT BASIN °~•~GIN~~~°`jj'R~~~~;'~ /4 ~~ti./`q*
8. EXCAVATE A TRENCH APPRQXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE DIREC110NS GIVEN ON THE PLANS AND ALL WORK WITHIN THESE AREAS SHALL BE IN MULCH SLOPE TO h PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. PLACE 12 INCHES Of ACCORDANCE WITH PROVISIONS AS SET FORTH IN 7HE ARMY CORPS OF ENGINEERS 404 PERMIT, APPLY 4,000-5,000 LB/A( )0-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF SUITABLE MULCHING SEDIMENT FENCE (SILT FENCE} 06`''°~,B~dLB~„~=~'`t
SENSITIVE AREA ~ THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. BAGKFfLL THE TRENCH THE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 4O1 PERMIT/CERTTFICAT14N, MATERIAL. TACK BY USING TACK BY USING ASPHALT, ROVING OR NETTING. NETTING iS TO BE USED ON
f WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT, THOROUGH COMPAGTIQN DIVISION OF LAND RESOURCES' LETTER OF APPROVAL STEEP SLOPES AS DIRECIE AND THE OF STRAW MAY BE USED 4 PES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS C::.L.l SEDIMENT TRAP (TEMPORARY) MAY BE USED WITH MECHANICAL SPREADERS.
OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFQRMANCE. 9, STEEL POSTS TO BE USED ONLY. WOODEN POSTS NOT ALLOWED, SEEDING, GROUND COVERS, AND MULCHING MAINTENANCE PS SEEDING (PERMANENT) Engineers Seai
MAINTAIN POSITIVE GRADE 10. DO NOT ATTACH FILTER FABRIC TO EX?S1ING TREES. RESEED, fER11LIZE AND MU CE :R1ILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF TS SEEDING (TEMPORARY)
6' TYPICAL IN DITCH AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY WARRANTY PERIOD lF GR01 PERIOD lF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
(1.0% GRADE MAX.j ti. INSPECT STRUCTURE EACH WEEK AND AFTER SIGNIFICANT RAINFALL. MAKE REPAIRS THE DIRECTOR OF ENGINEERING BY WORKING, FERTILIZING, SEEDING, AND MULCHING. IMMEDIATELY, REPLACE BURLAP EVERY 80 DAYS. SEDIMENT IS TO BE DISPOSED Of 2 CED Q MULCHING
TEMPORARY EARTHEN DIVERSION DIKE WITH TRAPEZQIDAL DITCH PROPERLY, WHEN CONSIRUC110N AREA HAS BEEN PERMANENII_Y STABILIZED, REMOVE SEEDING SHALL BE DONE WITHIN FIVE (5j DAYS AFTER THE INITIAL GROUND D15TURBANCE, STRUCTURE AND UNSTABLE SEDIMENT. SMOOTH, BLEND, AND STABILIZE AREA. THE BED SHALL BE PREPARED BY PULVERIZING THE SOEL TO A DEPTH QF THREE INCHES. GENII-E SLOPES, AVERAGE DPES, AVERAGE/GOOD MOISTURE RETEN110N AND LOW MAINTENANCE ~P~ STREAM GROSSING (PERMANENT}
TILLAGE SHALL CONTINUE UNTIL AWEATHER-PULVERIZED, FIRM, AND UNIFORM SITE IS PREPARED MIXTURE
GRADES OF TEMPQRARY DIVERSION DITCHES TO FOLLOW NATURAL SLOPE QF GROUND. CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER TALL FESCUE NRE RATE (LB/ACRE} ~T~ STREAM CROSSING (TEMPORARY} FESCUE BO STREAM BANK STABILIZATION VEGETATION
INFILTRATION AND ROOT PENETRAl10N. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE SERICEA LESPEDEZA 18" MAX. PONDING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH, AND OTHER KOBE LESPEDEZA ;EA LESPEDEZA 20 ( }
* PLANTED VEGETATIVE DOVER SHALL BE WET AREAS SPECIES, OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO fER1TLIZAl10N. THE H OF THE P :LESPEDEZA 10 STREAM BANK STABILIZATION (STRUCTURE)
Pp~~ a SOIL SHALL BE NQN-TOXIC TO THE SEED MIXTURE. PLANT SMALL GRAINS NO DEEPER THAN SEEDING DATES DING DATES BEST _ .POSSIBLE
1 INCH AND GRASSES/LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM FALL IN SCATTER PATTERN. LATE WINTER _ AUG. 25 -SEPT. 15 AUG. 20 -OCT. 25 TREE PROTECTION WINTER FEB. 15 -MAR. 21 FEB. 1 -APR. 15 -WB-- WATER BARS (ROW DIVERSION)
COMPACTED
FILL A Y A R ( I SEEDING NOTES TEMPOR R D M FO t~TILITY P E CRO S 1. FALL IS BEST FOR TALL DTES ® TRACKING
.STEEL POST KOBE LESPEDEZA OVER BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS, OVERSEEDING OF Sunreyars Seal SPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE,
TEMP RARY ROP INLET PROTECTION 2. AFTER AUG. 15, u5E uN UG. 15, USE UNSCARIFIED SERICEA SEED.
~ p COMPACTED o 3.WHERE A NEAT APPEAR ~ FILL ~ LESPEDEZA TO 40 LB/AI NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND INCREASE KOBE ZA TO 40 LB/ACRE.
2x4 WOOD FRAME \ APPROPRIATE 4. BETWEEN MAY 1 AND AU MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
w/ FILTER FABRIC GRASSED PAVED ^r SUDANGRASS, PRIOR TC " aw DIAMETER ;ASS, PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE GRAIN. TEMPORARY GRAVEL CONSjRUCTION.~NTRANCE E IT
GATHER EXCESSES 8 S. IN WETLAND AREAS RES HDPE PIPE USE NCDOT ABC STONES GREEK TO GHQKE RIP-RAP SUCH AS SMAR ED, F. AT CORNERS 2 HERS OF ROCK FILLED AND AREAS, RESEEDING/REPLANTING SHAM INCLUDE ENDEMIC PLANT SPECIES ~ ~ SMARTWEED, FALSE NETTLE, CATTAIL SEDGE, SEDGES AND OTHER PLANTINGS AS
RECOMMENDEp BY THE P BURLAP SACKS QR EQUALLY _ :NDED BY THE N,C. WILDLIFE RESOURCES COMMISSION AND 11iE N.C. DEPARTMENT USE 2"-3" WASHED STONE r
EFFECTIVE MEASURE EXTEND FABRIC & WIRE-' OF ENVIRONMENT AND N. ,ONMENT AND NATURAL RESOURCES. PERENNIALS SUCH AS FESCUE ARE 6" THICK ED. TOP 6" TO 12" OF TRENCH TO BE BACKFILLED W/ ORIGINAL TOPSOIL FROM TRENCH. 50~' L~ONG((M N}) ~
MIN. MAX. INTO 1'HE TRENCH 4" ~ ~ ~ PROHIBITED, TOP 6 TO I TEMPORARY CLASS
1 14" ~ ~ ~ ! RIP-RAP ROCK DAM FERT1LIZER :R ~ RaP° W Q.
~ y, Y , ~ STEEL POST W=5 MIN. ! I I ~ APPLY LIME AND FERIILI; H' FILTER FABRIC I ME AND FERTILIZER AS REQUIRED BY SOIL TEST1NG RESULTS OR APPLY 4,004 P~B~
i I , LB/ACRE GROUND AGRIC 1'O" MIN, SL p BACKFILL 8" MIN. I ! NO FER ~,IZER SHALL BE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. ~ Z ILIZER SHALL BE .PLACED WITHIN TEN (10 FEET OF ~~.EAh1~ ~ ~ ~ ~
BURIED FABRIC ~ LAYER OF GRAVEL sa, r~ r..
HDPE GATE VALVE, MULCH ,t If NECESSARY APPLY 4,000 LB/ACRE ,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF SUITABLE MULCHING ~iy V ~ ~ Q
4 " MATERIAL TACK BY US' • 8 TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON t-` ~
STEEP SLOPES AS DIREC { / STRAW MAY BE USED Wl' _DPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS OF TAY BE USED WITH MECHANICAL SPREADERS. 6" MIN. ~ ~ ` p

"V" TRENCH UTILITY PIPE MAINTENANCE ONCE ~ ~ ~ ~
MAINTENANCE: INSPECT AFTER EACH RAIN AND REMOVE SEDIMENT AS NECESSARY RESEED, FER1ILIZE AND I WARRANTY PERIOD IF GR FER1ILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF R fY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEER{NG. , ~,lN~ ~ W
RIP-RAP PLACEMENT "
CHECK DAM TEMPORARY 1. EACH RIP-RAP PLACEMENT SHALL BE BEDDED iN EITHER A 6-INCH 3 CED f ~ LAYER OF STABILIZATiQN STONE OR ANON-BIODEGRADABLE FILTER COARSE AGGREGATE ~ J ~ U
CONSTRUCTION AND MAINTENANCE FABRIC, PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FALLOW THE GRASS PULLOVERS, 51C PULLOVERS, SIDE DITCHES, AND HIGH MAINTENANCE
1. PLACE STONES (2" TQ 15"j ON FILTER FABRIC WHERE SPECIFED ON THE PLACEMENT OF THIS LAYER. KEEP VQIDS TO A MINIMUM AND FORM ~"~-Z~ MIXTURE RATE (LB/ACRE} ~ ~ ~ LL.
A DENSE WEATHER-GRADED MASS OF STONE. DO NOT DISLODGE THE ~ MIXTURE CONTRACT DRAWINGS. UNDERLYING BASE OF FILTER WHEN PLACING STONE. COST OF THE H=4 MIN' ~ TALL FESCUE 2. CONSTRUCT TEMPORARY CHECK DAM AS SHOWN IN THE DETAIL. STONE BASE OR FILTER SHALL BE INCLUDED IN THE CAST OF THE ~ ALL FESCUE 200 (4-5 LB j1000 SQ. FT) R(P-RAP APRON
3. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF PLACING QF RIP-RAP. SEEDING DATE
THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. 2, MAXIMUM STONE SIZE WHEN USING 8-CNGH d50 WILL BE 12 INCHES 4. ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM QVERFLOW. AND THE MINIMUM THICKNESS 6F THE RIP-RAP LAYER SHALL BE HDPE PIPE FALL sSEEDiNG DATES BEST POSSIBLE______ ~ ~ a'
5. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 18 INCHES 4~NTER FALL AUG. 15 -OCT. L ~ ~~'''y 4~NTER AVOID SEEDING NOV. TO JAN. FEB. 15 -APR. 15
6, CHECK FOR STONE BLOCKAGE AFTER EVENTS OF RAIN AT CULVERI~S AND STORM 3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NQT EXCEED 2.0 W=5' MIN. CLASS 1 RIP-RAP SEEDING NOTES G NOTES (SEE NOTE 1.} J
DRAIN ENTRANCES, HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RiP-RAP 7. INSPECT CHANNELS AND DAMS AFTER EACH RUNOFF EVENT. CLEANQUT AND IS TO BLEND WITH 1HE SURROUNDING AREA. 1. IF SEEDING MUST BE :EDING MUST BE ACCOMPLISHED DURING iMNTER, ADD 40 LB/ACRE RYE GRAIN AND
SPREAD SEDIMENT IF DIRECTED BY INSPECTOR. 4. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES _ GATE VALVE USE A CHANNEL LINT A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION. STORM DRAIN ~ w ~f'
ESPECIALLY AFTER SEVERE STORMS AND WEED BRUSH GROWTH. ~ HDPE PIPE ( ) / , R 'r`rry
1.5" H=4 MIN - - FERTILIZER A ~ ZER LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000
MIN. REFERENCE DETAIL BELOW _ _ APPLY LIME AND FERII LB/ACRE GROUND AGR ~E GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
OPERATE 11LLAGE EQUI NCDOT ABG STONE WITHIN TEN (LQ,j FEET TE 11LLAGE EQUIPMENT ACROSS SIDE DITCHES.
,,r MULCH ~(].Q,} FEET QF S11~EAMS. j~Q F~TILIZER SHALL BE PLACED RIP RAP APRON
U11LI1Y PIPE MATTING MATERIAL (JU 'G MATERIAL (JUTE/EXCELSIOR MATTING} SHALL BE USED TO COVER THE S{DE DITCH ~aNC aMENSioN5
CONSTRUCTION SEOUENGE -OPEN CUT STREAM. CHANNEL UP TO 1HE f EL UP TO THE HIGHEST LEVEL OF CHANNEL FLOW. SECURE AGAINST WASHING. IN ~A DsD w L
T OTHER AREAS USE 4,0 FILTER WORK TO BE PERFORMED AT LOW FLOW CONDITIONS. AREAS USE 4,000 LB/ACRE GRAIN STRAW AND ANCHOR BY SECURING NETTING OVER i2R a. 4O, iy ~ OR BY TACKING WITH ASPHALT WHERE ALLOWED BY THE DIRECTOR OF ENGINEERING. NOTE: ~s" s' t2' ~a'
FABRIC A 6" GRAVEL FILTER MIN. STRAW OR BY TACKIN( OR FILTER CLOTH CONTRACTOR SHALL NOT BEGIN WORK IF CHANCE Of RAIN LESSER AMOUNTS OF , AMOUNTS OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. STRAW AND ~a" s' ~4' ~s'
1.5 T IS FORECASTED WITHIN 72 HOURS. ANCHORING MATERIAL CLASS A OR B MIN, RING MATERIAL SHALL NOT BE ALLOWED TO WASH TO CHANNELS OR INLET STRUCTURES. 24 s' t8' 2Q` 3O" 9' 20' 23'
EROSION CONTROL 2• ;NANCE 3s' s' 2s' 2a'
STONE ALL NECESSARY MATERIALS AND EQUIPMENT MUST BE QN- MAINTENANCE 24" MAX. SITE BEFORE ANY WORK BEGINS. RESEED, FERTILIZE, AN' FERITLIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MOW REGULARLY. 42" t2' 3D' 34' 4a' 12" 3O' 34"
6r CENTER THE DIAMETER Of THE LARGEST STONE SHALL EXCEED 1,5 3, UND COVERS SUCH AS EVERGREEN SHRUBS AND VINES ARE SPECIFIED, REFER TO THE
TIMES THE SIZE OF THE RIP-RAP. 12" FOR 8" d5Q MINIMUM THE CONSTRUCTION SHALL BE COMPLETED IN AN EXPEDIENT IF GROUND COVERS SU ( } THICKNESS (Tj SHOULD BE 1.5 TIMES THE MAXIMUM STONE MANNER. NOTATIONS ON THE GC ONS ON THE CONSTRUCTION DRAWINGS AND ANY ITEMS IN TWE SPECIAL CONDITfONS AS PLAN
FILTER DIAMETER, BUT IN NO CASE LESS THAN 8", 4. TQ SPACING, PLANTING ACING, PLANTING RATES OR OTHER DIREC110NS THAT ARE APPLICABLE TO THIS TYPE )SION CONTROL.
FABRIC FORM TEMPORARY DAM WITH CLASS TRIP-RAP AND OF EROSION CONTROL. aoPe - iz MIN. TAILwATER
SECTION "A - A" CLASS B EROSION CONTROL STONE OR NCDQT ABC STONE TO DIVERT FLOW THRQUGH 5~DPE PIPE.
TEMPORARY STREAM CROSSING FORp~ pEWATER, EXCAVATE, AND INSTALL 1HE SEWER IN A DRY STONE OUTLET ~ ~.Dw-? .~T $F~IM~PT FE~JCE _ _ _ _ o---- z
SURFACE SURFACE TRENCH. u- STORM DRAIN ~
HALF-RING INLET PROTECTION FLOW QRIGINAL FLOW _ s. CLASS B ~ 0_
DIVERSION STONE STREAM BANK DIVERSION DEWATERING ALL WATER SHALL BE DIVERTED INTQ THE NEAREST SEDIMENT TRAP OR AN APPROVED SEDIMENT A CONTROL' ~
BLADDER FOR FILTERING PEyRPO5ES, POST STONE FlLTER FABRIC, MIRAFI W 7OOx OR EQUAL MIN. 12" TNICK (TYP) Gl
1~\` /'fit INLET WHEN UTILITY INSTALLATION iS COMPLETE, REMOVE ALL
TEMPORARY ACCESS MATERIALS FROM WATERWAY. , 5:1 MAX. SLOPE 8, CLASS "A' RIP-RAP
FLOW QN APPROACH STABILIZE BANKS AS SHOWN ON THE RIP-RAP REPLACE- SILT FENCE STRUCTURAL SILT FENCE SECI1ON
MET DETAIL AND SPECIFICA7tON5, NOTE: FILTER CLOTH g. STONE
SEDIMENT CONTROL STONE CONTROL STONE SHALL BE CLASS "B" STONE #5? STONE
. P IA ,(~.QIE$ FOR PROJECT 2007-Q?Q,~f Y FOR EROSION CONTROL PUI ON CONTROL PURPOSES.
TEMPQRARY DAM -USE TWO (2j, 2A-FT. DIAMETER STRUCTURAL S70NE SHALL 4L S70NE SHALL BE TOP VIEW
CUT BACK HDPE PIPES AND PIPE LENGTHS OF 50,0 FT EACH. N0. 57 STONE. PLAN VIEW EROSION CONTROL 501E SLOPE 'ONE. A ~
CROSSING # FILTER FABRIC RIP-RAP CLASS STONE H:V RIP-RAP CROSSING ELEVATION SHALL BE 622.Qq ON 2' t-
i2" EITHER SIDE OF THE BANK AND 61$.OQ IN THE CENTER. MIRAFI140NL ! A 5:1 Q D
RIP-RAP CROSSING WIDTH, W, SHALL BE 15.0 fT. SILT FENCE ~ ~
1 N 1C7" & P05T ~ ~ ~ ~
IT IS ESTIMATED THAT THE MAIN CHANNEL SILT SILT > ~ rFENCE FENCE ~
* FINAL RIP-RAP SLOPE = 1.5:1 TEMPORARY DAM WILL BE IN PLACE FOR A LIME SEDIMENT IlT_ PERIOD OF LESS THAN 3Q DAYS TO PROVIDE CONTROL 1 "
" CONTRACTOR ACCESS TO 1HE LOWER PART Of STONE 6" LAYER QF RIP-RAP THE SEWER EASEMENT FQR CONSTRUCTION. SHOULD ~1MIN ~ 1MItd~ DESIGNED BY: EAB
WASHED STONE A MINQR STORM EVENT AND OVERTOPPING QR WASHING ? 2 I ~ 3~ DRAWN BY: BCC
DUST CONTROL AC Tu[' 11 A1/ h/+l+IID f11IDIA1/t TI.IC Z!1-RFV f'/YAICTDIIf~TihAl ~ ~p~,1
VF 1"L_ Ui'%M VVVVR VVnu`IV II IL VV-Vt\I VVIYV 11WV IIVI\ PROFILE VIEW PERIOD, IF NECESSARY THE CONTRACTOR SHALL tMAA CHECKED BY. EAB
1. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE RE-CONSTRUCT THE TEMPORARY DAM. SHOULD A OF UNPAVED ROADS BY SPRINKLING WITH WATER UNTIL MAJOR STORM EVENT BE ANTICIPATED AT ANY TIME
TEMPORARY STONE INLET PROTECTION CONSTRUCTED FROM THE SURFACE IS WET. STRUCTURAL SCALE: AS SHOWN
3 RIP-RAP WITH 2;1 SIDE SLOPES AT A DEPTH OF 1.5 2. DUST CONTROL MEASURE(S) SHALL BE USED THROUGH DRY DURING THE 30-DAY CONSTRUCTION, CONTRACTOR WITH A 6" LAYER OF #57 WASHED STONE ON THE SIDE WEATHER UNTIL ALL DISTURBED AREAS HAVE BEEN SHALL BREECH THE DAM IN ADVANCE OF THE STORM. STONE DATE; 03/10/09
AWAY FROM THE INLET. STABILIZED. SECTION "a SECTION "A-A" FRONT VIEW PROJECT NUMBER: 2008-017
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