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APPROVAL OF CONSMUMON
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THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJE, IS PROJECT SHALL
CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF CITY OF
JACKSONVILLE AND N.C.D.O.T.
3101 JOHN HUMPHRIES WYND CITY OF JACKSONVILLE
RALEIGH, NC 27612 ENGINEERING DEPARTMENT PERMIT &OWK
[phone]
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community infrastructure consultants North Carolina Georgia DATE
South Carolina Florida
PLOT A : 3/#4/07
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PROPOSED CURB ELEVATION: GENERAL UTILITIES NOTES: ABBREVIATIONS
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roz THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE 1. CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF APPROX... APPROXIMATE SHE SHEET INDEX
zz` PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACT SHALL RETAIN EXISTING PAVEMENT, JACKSONVILLE MANUAL OF SPECIFICATIONS STANDARDS AND DESIGN, UNLESS OTHERWISE NOTED. COJ.._.._...... CITY OF JACKSONVILLE
OZE UNLESS OTHERWISE NOTED. 2. ALL CONTRACTORS WORKING ON JACKSONVILLE PROJECTS ARE REQUIRED TO OWN A COPY OF £XIS'C.......,,._........... EXISTING SHE U°uo THE DESIGN MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES. F/c_ _...FACE OF CURB SHEET NAME SHEET
R DRIVEWAYS AND SIDEWALK : 3. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND FES ......................FLARED END SECTION COVE COVER SHEET C-1
o g ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. FH ............................FIRE HYDRANT GENERAL NOTES C--2
w CALL NO ONE-CALL (PREVIOUSLY UL.OCO) AT 1-800-632-4949 FOR UTILITY LOCATING GENE "y PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT.. SERVICES 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY FfL FLOW LINE EXISTING CONDITIONS AND DEMOLITION C-3
o' SURFACE _ ACCORDINGLY, LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. FOC.. .RBER OPTIC CABLE' EXIST MATCH REPLACEMENT MAT,ER~AL.q TO THE EXISTING SJ.
pin 4, IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN ANY GV....... .GAS VALVE ROAC -CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3000 PSI). DIRECTION (VERTICALLY OR HORIZONTALLY) FROM GAS MAINS, THE CONTRACTOR SHAM CALL HORF......._.......... .,.HORIZONTAL Krm ROAD PLAN AND PROFILE C-4
a € -ASPHALT - 2" S; 9.5 B SURFACE COURSE GAS UTILITY CONTACT AND INFORM THEM. INT.... ....................,.INTERSECTION UL CULVERT PLAN AND PROFILE C-5
zA -GRAVEL - EIGHT INCH CABC STONE 5. EXISTING SANITARY SEWER LATERAL & WATER SERVICE LOCATIONS ARE APPROXIMATE AND ARE a- TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RELOCATE ANY SEWER ;NV .............._..tNJERT ERAS EROSION AND SEDIMENT CONTROL C-6
M~za SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS. LATERALS & WATER SERVICES AS NEEDED PRIOR TO STORM PIPE CONSTRUCTION. IP.... IRON PIN SET DETAILS C-7
wG'8 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGES TO EXISTING JB__............. JUNCTION BOX DETA go s3 CONTRACTOR SHALL IMMEDIATELY RESTORE ALL DRIVEWAYS AND DRIVES TO MAIL BOXES AS GOOD AS U LITIES, STORM DRAINAGE, AND OTHER FACILITIES WHETHER SAID ITEMS ARE SHOWN ON JCC....................... ...JEWISH COMMUNITY CENTER DETA DETAILS C-8
w ~zB~ OR BETTER THAN ORIGINAL. CONDITION. CONTRACTOR SHALL MAINTAIN ALL DRIVEWAYS OR MAi_ BOX PANS OR NOT. DAMAGE REPAIR SHALL BE INCLUDED WITHIN THE UNIT PRICE OF THE L_....__...._.._..___.LENGiH
.09 DRIVES UNTIL SAID DRIVES ARE ACCEPTED BY THE ENGINEER AS BEING AS GOOD AS OR BETTER SIDEWALK. ..LINEAR FOOTAGE DETA N2 q DETAILS C-9
THAN THEIR ORIGINAL CONDI ON. FT PLAN PLANTING & SEEDING PLAN C-10
DRAINAGE STRUCTURES: I6...... ....._....._.....POUND ~ao a
<0O,. LP -...LIGHT POLE 4l=, UTILITY COORDINATION: N ...........................LANE
?ooo GRADES, ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, MAX.......... ............-MAXIMUM
qy. THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. 'WEEP HOLES ARE TO BE MH .......................MANHOLE
°oRku CONSTRUCTED IN ALL DRAINAGE STRUCTURES, WEEP HOLES SHOULD BE ON 8' CENTER WI A CONTRACTOR SHALL CONTACT NO ONE-CALL AT 1-800-632-4949 FOR UTILITY IOCA ONS PRIOR TO ~Fm n CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF JACKSONVILLE UTILITY COORDINATOR MIN-- •.•.••-.......lAINIMUM
w3~ MINIMUM OF 1 WEEP HOLE PER WALL.. WEEP HOLES ARE TO BE COVERED ON THE OUTSIDE OF' THE PROP_ ..........PROPOSED °zB STRUCTURE BY A BAG MADE OF FILTER FABRIC FILLED WITH x}'78 STONE. THERE WILL BE NO OF IMPENDING WORK. THE UTILITY COORDINATOR SHALL BE CONTACTED 48 HOURS PRIOR TO
CONSTRUCTION. SF. uawx SEPARATE PAYMENT FOR TELLS WORK. TO THE CENTER OF DROP INLETS, MANHQ E AND SfR FENCE..,,,., "SQUARE FOOT
s~ STATION, OFFSETS AND ELEVATIONS REFER p L S .....SPLIT RAIL FENCE redW JUNCTION BOXES, AND THE MIDPOINT OF THE GRATE FOR CATCH BASINS. UPON APPROVAL BY THE IN THE EVENT OF CONFLICTS WITH EXISTING UTILITIES OR IF FURTHER VERIFICATION OF FACILITIES OR SS., SANITARY SEWER
aF= ENGINEER, CONTRACTOR MAY SUBSTITUTE BRICK STRUCTURES WITH PRE CAST STRUCTURES. TEMPORARY DfSRUPTION OF SERVICE IS NECESSARY, THE CONTRACTOR SHALL CONTACT THE
°oo APPROPRIATE UTILITY COMPANY AND SHALL FULLY COORDINATE ANY NECESSARY MODIFICATIONS WITH STA STATION ~u0 THE ENGINEER AND THE APPROPRIATE UTILITY. S D....... ,STANDARD
7,rxw TREES SHRUBS AND HEDGES: ,x SVd.... SIDEWALK
a P IF UTILITIES WILL NEED TO BE RELOCATED DUE TO EXCAVATION, THE CONTRACTOR SHALL BE ` a uBz RESPONSIBLE FOR THE RELOCATION COST OF THE WATER AND SEWER ONLY. SY._._.... .......SQUARE YARD
$0°06 THE CONTRACTOR SHALL SAVE ALL TREES AND SHRUBS WHERE TREE PROTECTION IS NOTED ON THE TAN__....-------- : TANGENT PLANS. TREES THAT THE CONTRACTOR IS REQUIRED TO REMOVE ARE SHOWN ON THE PLANS. THE ANY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR ICE........__.... TEMP CONST ESMT
.41 CONTRACTOR SHALL SAVE ALL OTHER TREES AND SHRUBS OUTSIDE THE CUT/FILL LINES UNLESS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS-
OTHERWISE DIRECTED BY THE ENGINEER. ALL ROOT PRUNING IS TO BE PERFORMED TO PROTECT TEMP TEMPORARY
TREES. MINIMUM SEPARATIONS BETWEEN EXISTING AND PROPOSED UTILITIES SHALL BE AS SPECIFIED IN THE TP. °..•.-TRAVERSE PENN"
CITY OF JACKSONVILLE STANDARD SPECIFICATIONS. IF UTILITY SEPARATION CONFLICTS On-CUR T,/W_.._ ....................TEST WIRE CONTRACTOR SMALL OFFER TO THE PROPERTY OWNER ALL. SHRUBS AND/OR TREES OF DURING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE REQUIRED ADJUSTMENTS WITH THE TYP'........... _ _..._..-TYPICAL
TRANSPLANTABLE SIZE WHICH ARE TO BE REMOVED. IF THE PROPERTY OWNER DOES NOT WANT THE ENGINEER PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR SHALL WORK AROUND EXISTING U/G....... ....UNDER GROUND
SHRUBS AND/OR TREES, THE CONTRACTOR SHRILL SATISFACTORILY DISPOSE OF THE SHRUBS AND/OR UTILITIES, VC ...VERTICAL CURVE TREES. WHERE EVER TREE ROOTS ARE IN THE WAY OF EQUIPMENT, AND AS DIRECTED BY THE
ENGINEER, ROOT BRIDGING SHALL. BE USED TO PREVENT DAMAGE TO TREE ROOTS FROM EQUIPMENT, THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR THE USE OF THE VERT_.................... -VERTICAL
CONTRACTOR IN PROVIDING PROTECTIONS FOR THE UTILITIES DURING CONSTRUCTION OPERATION. THE vGP......._........_._..VERIFIED CLAY PIPE TREE PROTECTION FENCE SHALL BE HIGH DENSITY POLYETHYLENE FABRIC, ORANGE, FOUR FEET IN CITY, DESIGN CONSULTANT, AND/OR AGENT SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY W..... ........................WEST
HEIGHT. INSTALL PER MANUFACTURERS SPECIFICATIONS WHERE SHOWN ON THE PLANS. TREE OR LOCATION, SIZE, DEPTH OR COMPLETENESS OF THE INFORMATION. BEFORE BEGINNING W/ ...........WITH
PROTECTION FENCE SHALL BE INSTALLED BEFORE ANY DEMOLITION OR CONSTRUCTION BEGINS IN THE CONSTRUCTION, THE CONTRACTOR SHALL CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF AREA AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND AS DIRECTED BY THE CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL Wk __._......WATER METER
OWNER, MAINTAIN TREE PROTECTION FENCE THROUGHOUT CONSTRUCTION. UTILITIES FROM DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AND/OR RELATED WORK OF THE W VAULT ...............,.WATER VAULT
MAIL BOXES: CONTRACTOR OR HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY WV.--- ....................WATER VALVE INCONVENIENCE OR DELAY CAUSED BY THE OPERATIONS OF OTHERS PERFORMING THE ABOVE WORK. Y ..............................YARD INLET NECESSARY ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES, EXCEPT FOR CONTRACT ITEMS, WILL 6Dp._._....._.........._.S;X PENNY PiA1' SET
BE PERFORMED BY THE UTILITY SERVICE PROVIDER. THE CONTRACTOR SHALL COORDINATE HIS WORK FOOT
THE CONTRACTOR SHALT RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-12 OF THE WITH OTHERS IN ORDER TO PROVIDE SATISFACTORY PROGRESS OF THE PROJECT'.
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE INCH U.S. POSTAL SERVICE. A TELEPHONE REPRESENTATIVE MUST BE PRESENT PRIOR TO AND DURING ANY CONSTRUCTION WITHIN
THE AREA OF EXISTING TELECOMUNICATiON CABLES.
FENCES AND WALLS. THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES
ENCOUNTERED DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. CONTRACTOR TO USE
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AND WALLS AS NOTED ON THE PLANS AND/OR EXTREME CAUTION CONTROL: WORKING IN AREAS NEAR POWER TRANSMISSION LINES.
AS DIRECTED BY THE ENGINEER AND SHALL BE RESET OUTSIDE THE RIGHT-OF-WAY. THE EXACTIt1N t VNTRL:
LOCATION AND DIMENSIONS TO THESE iTEMS TO BE REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE RECORDED AND PHOTOGRAPHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE REQUIRED TO COORDINATE WiTH AFFECTED RESIDENTS FOR INSTALLATION OF
TEMPORARY PET FENCES. TOTAL DISTURBED AREA: t 0.80 AC.
MINIMUM EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
SIDE SLOPES: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF JACKSONVILLE EROSION CONTROL ORDINANCE.
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS.
THE MAXIMUM FILL SLOPE SHALL NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE g~ OF THE DESIGNATED
EASEMENT AREAS. BY THE ENGINEER. CUT SLOPES GREATER THAN 2:1 WILL BE USED ONLY AS DIRECTED BY THE STORM DRAINAGE PIPE CX GRADING NOTES:
ENGINEER AND AT THE SPECIFIC LOCATIONS SHOWN ON THE PLANS.
SAW CUTS: PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER, SLOPES SHALL NOT BE
DECREASED FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
THE CONTRACTOR SHALL SAW CUT -EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO POSITIVE DRAINAGE SHALL BE PROVIDED ON ALL GRADED AREAS, ESPECIALLY AREAS TO BE PAVED,
REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT THROUGHOUT CONSTRUCTION. PROPOSED CURS & GUTTER AND PROPOSED SIDEWALKS SHALL BE
MINIMUM FROM TNt EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS CONSTRUCTEII TO ENSURE POSITIVE DRAINAGE. WET! AS ADDi7iONA, PAVEMENT REQUIRED TOTIE-IN TO FACE OF PROPOSED CURB AND GUTTER.
EXISTING SANITARY SEWER AND I<V p~ATE_R LINE: ALL STORM DRAINAGE AINAGE PIPE TO BE GLASS 3 REINFORCED CONCRETE ETE UNLESS OTHERWISE NOTED. PIPE LENGTHS INDICATED ON PLAN ARE APPROXIMATE CNdtY.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER
AN INSPECTOR FROM CITY OF JACKSONVILLE UTILITY DEPARTMENT SHALL BE NOTIFIED BY THE LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF GRADING WITHOUT PRIOR
CONTRACTOR 48 HOUIRS PRIOR Ifo THE BEGINNING OF WATER AND OR SANITARY SEWER WORK. APPROVAL FROM THE OWNER AND CITY ENGINEERING DEPT.
WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL USE CARE THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF JACKSONVILLE ANY DISCREPANCIES
IN WORKING AROUND OR FILAR 'T'HEM, IF AN EAS71NG SEAR OR WATER LINE 1S DAMAGED, THE FOUND BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
CONTRACTOR SHALL iMMEO! ,T LY REPLACE "HE SEWER OR WATER LINE 'ITH PC 350 DUCTILE IRON NSTRUCTON FROM THE CITY INSPECTOR PRIOR TO PROCEEDING. PIPE AT HIS EXPENSE. IN ACCORDANCE `111TH CITY OF JACKSONVILLE UTILITY SPECIFICATIONS. THE
CONTRACTOR SHALL REPLACE A M,140AUM OF 10 FEET GAF SANITARY SEWER LINE AND/OR WATER LINE BOTH AERIAL AND GROUND-CONTROLLED EXISTING CONTOURS ARE SHOWN ON THE PLAN AT 1'
WITH PC 350 DUC TILE 1RUN P'.PE WHEN )R, d iACE PIPE CO!AES WITHIN 1E INCHES OF SAID LINES INTERVALS, PROPOSED CONTOURS SHOWN ARE AT t' INTERVALS.
VERTICALLY OR 10' HORIZONTALLY. ALL PROPOSED GRADES ARE FINISHED GRADES.
ALL WATER VALVES, WE=TTER BOXES, WATER METER BOXES, WATER VAULTS, SANITARY SEWER
MANHOLES, AND CI_EANOUTS IN THE CONSTRUCTION AREA ARE TO BE ADJUSTED TO THE FINISHED ROADWAY RIGHT OF WAY LINE OR LIMITS OF DISTURBANCE ARE CONSIDERED TO BE LIMITS OF
GRADE BY THE CONTRACTOR. CONSTRUCTION. CONTRACTOR TO REMAIN WITHIN ROADWAY RIGHT OF WAY OR LIMITS OF DISTURBANCE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTY CAUSED BY CONTRACTOR SHALL
IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO AN AREA BE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE TO ORIGINAL OR SUPERIOR CONDITION.
BEHIND THE PROPOSED CURB. 1F RELOCATED METER IS IN DRIVE OR SIDEWALK, CONTRACTOR WILL PROVIDE AND INSTALL CONCRETE METER BOXES.
WATER AND SEWER LINES ARE TO REMAIN ACTIVE AT ALL TIMES DURING CONSTRUCTION. IF THIS IS NOT POSSIBLE, THEN CONTRACTOR SHALL FOLLOW CITY OF JACKSONVILLE SPECIFICATIONS-
SEWER LATERALS ARE TO WE RECONNECTED PER CITY OF JACKSONVILLE SPECIFICATIONS.
STOCKPILING NOTE:
ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY WK DICKSON INSPECTOR. THE
STOCKPILE WILL BE PROVIDED WITH GROUND COVER 15 WORKING DAYS UPON COMPLETION OF ANY
PHASE OF WORK. MULCH WILL BE TACKED WITH EMULSIFIED ASPHALT.
CONTRACTOR SHALL NOTE THAT STOCKPILING OF TRENCH EXCAVATION OR SPOIL MATERIAL SHALL
NOT BE PERMITTED ON NCDOT MAINTAINED PAVED ROADWAYS. THE CONTRACTOR SHALL INCLUDE
ADEQUATE COMPENSATION WITHIN HIS UNIT PRICE COST FOR THE SIDEWALK INSTALLATION FOR ANY HAULING AND OFFSITE STOCKPILING.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES" (MUTCD).
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVICNv i ISTALLING, MAINTAINING AND REMOVING
SIGNS, BARRICADES, LIGHTS, ETC. IN ACCORDANCE uAlH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION FOR LANE CLOSURES OR DETOURS ON CITY STREETS, CONTACT THE CITY ,RAFIC ENGINEERING REPRESENTATIVE FOR APPROVAL OF APPROPRIATE INSTALLATION,
CONTRACTOR SHALL IMMEDIATELY RESTORE ALI. MAIL BOXES, ROADWAY SIGNS, ETC. A5 SOON AS POSSIBLE, BUT AT A MINIMUM, THESE ITEMS SHOULD BE REPLACED PRIOR TO COMPLETION OF WORK
ON THE DATE OF REMOVAL. WHEN NECESSARY TO TEMPORARILY REMOVE A STOP SIGN, A
EMPORARY INSTALLATION OR FLAG MAN SHALL BE USED !N ITS STEAD UNTIL THE PERMANENT SIGN
CAN BE REPLACED. CONTRACTOR SHALL LOCATE WATER MAIN VALVES PRIOR 'TO CONSTRUCTION.
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REV. NO. DESCRIPTION DATE FILE NAME PLOT Dart community infrastructure consultants North Carolina Georgia CONSTRUCTION
South Carolina Florida 3/14/97 RECORD DWG. °f> W9, REMSIONS

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0+45 CONSTRUCT TURN OUT ( ? _ 1 /11 TO STA. GENERAL NOTES: +37
REPLA ENT AS o f
I: Ab "wE> 0 r SHOWN a 1 / PRIX' 110 LF OF V ° 6" 1, CONTRACTOR IS TO REF TORfIS TO REFER TO SHEET C-6 "EROSION AND CONTR AND INSTALL APPROPRIATE MEASURES
CURB AND GUTTER PER SEDIMENT CONTRAAt oa s ( o ( , j BEFORE BEGINNING ~ooo ._.-o M COJ STD 402.09 SEE BEFORE BEGINNING WOF OFFSITE IN AND L IEGINNING WORK SHOWN ON THIS SHEET.
~a°~ r f / MEET C-6 0 2 CONTRACTOR IS TO 1~5 TOR IS TO DISPOSE OF ALL MATERIAL REMOVED
N SAFE AND LEGAL MANNER. kTERING REQUIRED TO EXECUTE WORK SHOWN ON
+37 THIS MEET SHALL BE oxoo \ z o ET SHALL BE THE RESPONSIBILITY OF THE
o~ p $~m 8 CONTRACTOR THE COS TOR. THE COST OF ALL DEWATERING SHALL BE
Z5 ' • • ~ f ' ~ ~ INCLUDED IN THE BASE FURTHER DETAIL. IN THE BASE BID. SEE PROJECT MANUAL F DETAIL.
ooNN °rr- •'~rp.``' o 4. SEE SHEET C-3 FOR 77 Am, :T C-S FOR TEMPORARY AND PERMANENT
EASEMENT LOCATIONS. PROP 3f} 9 SY OF r LOCATIONS.
3F?~ \n ' n 5. CONTRACTOR SHALL PR TOR SHALL PROVIDE INGRESS EGRESS TO S THROUGHOUT PROJECTS.
$4 - PA ENT PER } DRIVEWAYS TH OU COJ STD 401.01
~"xa Ow LG/ ~I 1 SEE SHEET C-8
f 63 aoS R6ANCE z z 7tv
U TOiOO~zw~1 S
EET
V
37' - -
C&G ell (MIN)
~ w
OW,~A1% Q
1 v` r - ~1t \ 4w
1 F I-T CENTERLINE ELEM. ~4„ fF - 10.55' J
r PROP 1 ° 6° ~l r
CURB ANOJ CO J GU ER 9
SEE SHEET C- zz rsc, r CROSS-SECTION A-P, NCT TO SCALE
f CENTERLNE ST Be TO o 1
r STA 37 ro~ z if d r l
r , }
14 _c,
------..--_----32' 13' - 13' - 2
C&c (MIN)

i
18 ~n LOMA-PCIIN ELET? - ' i ~16 CENTERLINE ELEV. 1 /4"/FT O.9T +1- FLAT
n ° ! LOW POINT ETA = 10+5 .16 s
PM STA' = 10+15,10 i
- E-
I CROSS-SECT;ON 8-3
D A.D = 3.2048 94 -.19 ---p4 NOT TO SCALE
S5 O' VC ier~g#h 2 +
1 r ac ~L
1
c) r C€ t# t ( 2'--6° 13' 13' - 13' 2'-6"
O I tPi 12.1 r&G I 2 (n y GRA d _ (MIN)
EIS7iV6 > 1.9i99Dk 41 i
- -
1 , CENTERLINE ELEV. 1 4» FT jn'%`7 11.40` +I- ~f
i ,
CROSS-SECTION C-C
NOT TO SCALE
NOTES:
1. SEE SHEET C8 FOR TYPICAL STREET CROSS-SECTION DETAIL.
{6
15' RCP
CENTERLINE - -
ELEV t 8.r
- 4 - - - I 4
I ~ I
GRAPHIC SCALE
2 - - 6' R0 - - - -i 2 20 0 20 40
t
CEtjTERLINE I CEN UN 5~
- ELEV1 _ 51 ELE6-V ° -0 51' SCA,k. I" = 20' WRIZONTAL
I I j
I ~ ~ I - 01 __J 0
I
2 - 0+ 2 ~4
-T _
SCALT f = 2' ' CAL
10+00 10+50 11+00 11+50 -LINE I-
°~¢4g449t#980gp~DDtD
PROJECT MANA(ER DRAWNG SCALE RELEASED FOR DATE ° 3101 JOHN HilMPHR(ES k~YNR °O apAt SMM 1"= 20' RALEIGH, NC 27612 m
DRAB HY PROJECT DATE f 919} 752-0495 APPROVAL$
T
APPROVED By AN $OJECT~ VWK BIDDING U VP I i IEWITT STREET IMPROVEMENTS =ROAD LAN AND PR0F1LE C-4
3t 0? SMM 60642.Ofl.RA DICKSON Office Locations: 7~ „ REV. NO. DESCRIPTION DATE FILE NAME PtoT aATE conrImunity infrastructure consultants North Carolina Georgia CONSTRUC-nON m &
REVISItNS 3/14/07 South Carolina Florida RECORD DWG, a°` Ord
tD8#EliE®8444

{ \ r`•~ i j r Ylx , j. ps
w ~ s ~ W cAa~ i / ~ s S 06 's 71V °
INSTALL APPROX 144 LF OF\ a N{ 438 _ 7SS y 1, N~6
z~~ 6° DIP CATER LINE, h
gay ` CONTRACTOR TO VCRNIF SIZE AND LOCATION. qk) o
6" or' ~Z f
A _4 0 Ga
H, S" s~ oowcg w ~ r~ p a~R m INSTALL EROSION -/f ~EgR A ELLA
~Eo CONTROL LINER ONl s ~hcGL PG 91
F m ( AL 21 SIDE Oyy r t° g7Q 483792
~aSLOPES a. ?N A3T pG 15
?4 PROP RIPRAP \ PROP $4 LF OF gg 3, P TWN 6S RCP AT
oz`a @{i' 1S`360. 0.60% SLOPE oW-- ,I {pT
poo° / SHEETa Out Dw 0Pt4o OW~
G R NOTES.
1a , oo~W \ ~r \ A s~ x f SE 1, CONTRACTOR IS TO REFER TO SHEET C-6 OEROSI AND
SEDIMENT C TR AND INSTALL APPROPRIATE MEASURES
/ BEI `~g ROCK CROSS VANE #1 4PEftT~ 2. CO BEFORE BEGINNING WORK SHOWN THIS SHEET. 2. CONTRACTOR IS TO DISPOSE OF ALL MATERIAL REMOVED OFFSITE
z6oo f a^ 1 FOOTER ELEV = O.4' Pft ARC IN IN SAFE AND LEGAL MANNER.
r \ HEADER ELEV = 0.5 Oh0F 3. ALL DEWA ING REQUIRED TO EXECUTE WORK SHOWN THIS
x pK ( \ \ UtEtGjNE 3. SHALI I ~ ~ V1A1ER Fmw rn THI SHEET SHALL BE THE RESPONSIBILITY THE CONTRACTOR. THE COST OF ALL DEWATERING SHALL BE INCLUDED IN THE
woad BA BASE BID. E PROJECT MANUAL FOR FURTHER DETAIL,
4. SEE SPECIFICATION SECTION 02200 FOR DESCRIPTION OF
Sul ~U~ Nt 231 ROCK CROSS VANE 2 SUITABLE BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. CONTRACTOR SHALL PROVIDE SUITABLE
D MA 6-0 a 343. 4987 . 8+ piN -1-7A MATERIAL AS NECESSARY TO ACHIEVE FINAL PROJECT GRADES,
63 1+ 1+5a (T) SEE SHEET C-7 xw 3+04.a7 FOOTER ELEV = 0.5 5. CO . CONTRACT TO VERIFY LOCATION OF EXISTING WATER LINE
=i MB o. as -LINE 2- _UNE HEADER ELEV = 1.0' CO RII PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO ENSURE POSITIVE DRAINAGE.
~NZ~-E, yv .,1 I ~7 '.,?.E s1 3 ? { 6. C08U~ i 7. TRI 7. TREES AND BUSHES OUTSIDE OF TEMPORARY CONSTRUCTION
noow PROP RIPRAP PAD .3> I r~ _ co EASEMENT ALL NOT BE DISTURBED.
E X 5° X 36 . SEE PROP CATCH ~LMITS OF SUI S. CONTRACTOR ALL COMPLY WITH HA 2 CFR. PART 1926 SUBPART P. EXCAVATIONS, 29 CFR PART 1910.146. PERMIT
REi DISTURBANCE REQUIRED CONFINED SPACES AND ALL OTHER REGULATIONS.
BASIN PER COJ oiaEal §~o¢x WA1ER / STD 633,02 SEE 9. C4 9. CONTRACTOR SHALL PROVIDE INGRESS & EGRESS TO DRIVEWAYS
MEET C-9 T THROUGHOUT PROJECTS.
14.O C{ RE 10. CONTRACTOR SHALL REMOVE EXISTING WATER LINE PLUGS D RECONNECT 6" WATER LINE TO INCLUDE ALL NECESSARY FITTINGS.
1REE 0
PROP #O LF OF
0 16° RCS' AT
s 0.50% SLOPE 6 1 1 / }
GgTCH 8A ! 1 RROP
PER COJ k WeE SHEET C-4
60) 5 s~~ i SEE MEET C-9 ROAD 'FOR P € PAD 1 REPLACEMENT
4 ao ( PROP Rf#~ 29 OF ? DETAILS
/ Oar " c T6" RCP AT
0 8 - 1.55% SLOPE cow 0 j i;. a {y kk,, ! Y
, A
EXISTING WATER LINE NOT R z w
C72" dP SHOO°N. CONTRACTER TO 1 m.
/ LOCATE AND RECONNECT / z sY f LINE. pp
" t i s
f !i 8 m
p U-~cao ss~ ~ m
14
h
12i--d Aa_ 12 av ~
o ~ i I ~ Wdd. ~ E
How I ,
PROP 3 K WATER LINE I I
APPRa LOCATION ~ - - 1_ - 1O 14 - - I-~ - - - - - - - 14 I i I
i
Y
I
i ~ p i
-i_ O 1 ~ T I 12
I ~ I I . -
I i i
PROP 8 DIP WA LINE MIN. l ~
6 10 - II-- - 14
C~ISTING I E
- APPROXL Alitkd iial GRADE i i
21 L ~ i
1 [EXIsTk 6 i i I
A } 4 - F- a 8 7-1
71
NATURAL '
i
NATURAL GROUND
Ef ( f " / EV b.27' r C N J iLL GRAPHIC SCALE - 6
2 6- - p~~ } 20 0 b 40
}
I
HO O AL
_ V I-__- . r y I k'~ _ _ 4 ! _ -r - - 4 i ,
i r r I I ? r I 2 O 2 4
-
Pssm P Y BC 2 V CAL,
- - - r -2 2 - - - - - II I i ~ - -
PRQF~ TOE PgCSIEG?1t {
Sk&5 L ~r r _ i
Rli i 29 LF ISO
~i R 1. i
-4 ol 0
t ~ F §P §d tf e 35' - RCP 0-50% 3 X39 GLASS 2 R - F X i
i
- a
1+00 1+50 2+00 2+50 3+00 0+00 0+50 a
i 1+00 1+50
-LINE 2- -LINE - IE 3-
4eg4'tv1nf1f8ff1 ff
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE ~~a y MpQ6 SMM l"= 20' RALEIGH, NC 27612
ORAWN_BY PROJECT nAIE APPROVALS m° ~ o
TAN 8/16/'08 &WK [phone]
_ APPROVED By PROECT Ru_m BIDDING e D E U TT a DI SMM 6054200.RA WDICKSON Office Locations: S =WITT STREET IMPROVEMENTS CULVERT PLAN AND PROFILE C-5
REV. Nfl. DESCRIP11ON DATE FILE NAME PEar nAtE CfRi11flunity infrastructure consultants North Carolina Georgia CONSTRUCTION
REVISIONS 3/14/+07 South Carolina Florida RECORD 0"NG. ~ ~°sj at $~6t88Y64i~~9 °

opp
r
COW D 0/1 012 w ,wz 2 OG~ ~GD r
boa' SHED 1 i
a SHED z "I
wiz
i STORY HOUSE z
GUM y 1 1 1 26~ I ;
~a€ IN~T LF OF i
~zo `y T ~r 0
ao ( f ° 1 ©24` TREE. ~J
mo SHED
SHED
iy t CARPORT AY r \ %f
;81L,o l Sao p o EN O t y~~ PROP 2 LF OF OF
J 2'-6° RB AND ~~5 J 4a I GU PER COJ AND
Coo
f q P l S7D 402.01 INSTALL 7 Is^RUCw SEE1EET O-B C8
xG~ $SILT / r 4p s A ONCEt
f?N I. NO CONSTRUCTION ENTRANCE THE PROPERTIES ST OF
°am t F0.v T =9.06 ' S \ AR . ° CON ENCE IS °6am, (Q,7E' ,S'x / Fair V.iN=4.6 ti v.`t R tt "s DEWTT STREET. 1 UPON! C PLETi OF FINAL GRADING EROSION CONTROL LINER
flE, .b ,./rrrr,':r% fNV,{Np4~9 S i dJ.s,. ."'~V 7 SHALL BE USED ON ALL 2-1 SIDE SLOPES.
PROPPJUPRAP P INV UT-6.78 ° \ vv
o / AD X IT X TAIL 7 SSA 078" CYPRE ffiE f1 SIL
iz rc ! V \ \ V O / WALL .ate © \ L m
y tJ
oo IMPERVIOUS DIKE \,V l 1 / - , CONTOURS SHOYM as c FRE} f
ARE TEMPORARY r if I~ (za ~~4 01 /
S fit' AK _ ' \ ~ w."~.•~ \ o ~ x i ~;~''`+`~'r ~
2'\ \ ~ ~CPF1F~~ ~ ~ s ..•~2 s ~~R{~~ , S. I`~IT~, /
4*1
Q4
1`~d ra STAGING AREA
Sn
INSTALL. 34 LF OF P 999999""""""
CYPRE ° SILT FENCE (6 S
1 Q. r + s' ` ~ maw
~/xl^
°
TOP=6.20'F Uy
NV.= .os (BA' oNEO} TEMPORARY
s ( CONSTRUCTION dza oAK Lti ~ 4 T NS7ALL 999 LF OF L 999 LF OF Q
0028" ENTRANCE SILT FENCE SCE

12' TRFF
} ~V PROP RIPRAP PAD d x
T)p=a.aa" D A D A B' X 5° X 36°. ~ r HcREi /,r'''
NV=-3.bfl` ( ED} / Pqp I T 1 i
ct w I Fly. IMPERVIOUS DIKE CONTt VL E SHED FI L
r SHOWN ARE TEMPORARY f CONTRACT{ MAY REQUEST TO
SUBSTITUTE STRUCTURES, OR
OTHER APPROVED METHODS AND
OVERHANG epn RETE PAD R MIN LIEU ATERIALS SANDBAGS SEE SPECIAL
~22.AN t II _ I ] JJ ( PROVISIONS.
D GRAVEL jti STONE II~.E7 , cave ~ i ~
dx / SERI ENT F1L1E
2 STORY HOUSE RFL I ° b1ITS OF
Lj-j DISTURBANCE
INSTALL 47 LF OF ~ TEMPORARY
SILT FENCE o CONSTRUCTION '7dy ° ENTRANCE
-0221" OAK
NST~ 84 L OF
° Gyp alo SILT FENCE
/ ~~~&111 t ` LWLLJ
© ~~al r Ctjl i
p 4 I III \ u4KHO TR
a~
2k \ nA
r GRAPHIC SCAU
2 0 20 40
Y ixach = 20 3t;.
~aase¢raxrxyd~
a4aApa~~ 'g°$Op
PROJECT MANAGER 20 SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE =20' o^
WK RALEIGH, NC 27512 APPROVALS DATE m fCT DAIS
/t6f06 [phone] 9 w'p _ PROJECT NUMBER BIDDING DATE m ` ITT EWITT STREET IMPROVEMENTS EROSION AND SEDIMENT CONTROL C-6
542,00.RA VDICKSON Office Locations: DEW DATE m CONSTRUCTION , 04
bd REV, N0. DESCRIPTION PATE r pnTEE C>~flti7iuliQy NS~tU6tU18 consultants North Carolina Georgia 0
REVISIONS 14~07 South Carolina Florida RECORD DWG. DATE ° Sgt: A
. a° x'4haaa€ua eea4°n,/

J merman u J.
z a SANDBAG BARRIERS SHALL BE CONSTRUCTED OF LAYERS OF SANDBAGS, FOR THE
`r2 NOTES EXAMPLE SHOWN, THE. BOTTOM LAYER SHALL CONSIST OF 3 ROWS OF BAGS, THEE MIDDLE ws a`
s I. EXCAVATION SHALL BE PERFORMED ONLY IN DRY LAYER SHALL CONSIST OF2 ROWS OF BAGS AND THE -FOP LAYER SHALL CONSIST 0f' 1 129z ROW OF BAGS. THE RECOMMENDED DIMENSION OF A FILLED SANDBAG SHALL BE < ,UJD/OR ISOLATED SECTIONS OF CHANNEL FLOW
_ 1wW 2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE APPROXIMATELY 0.5 FT X Q.5 F7 X 1.5 F'1'. CONTRACTOR SHALL STACK ERGS HIGHER F GENERAL fJOTES: zm
WORK AREAS FROM STREAM FLOW- Hod NECESSARY. 1. RPR6d SIZE TO BE DESIGNED BY EEGN 1, 3. THE CONTRACTOR SHALL NOT DISTURB MORE iC;iJED BY ENGINEER. ITTIP
i~ Z W AREA THAN CAN BE STABILIZED IN ONE WORKING SEED IN SLOPING
$2. CHECK DAMS MAY BE USED IN SLOPING Or n > DITCHES OR OR CHANNELS TO SLOW VEU - DAY. A MAXIMUM O= 1R00 FEET MAY BE. ~1NTAKE NOSE OR TO CREATE SEDIMENT TRAPS, X: r' DISTURBED AT ANY ONE -TIME CLASS A ' S TO SLOW VELOCITY r 4T` I. Y TRAM'S. / QG
''W 4. THE CONTRACTOR SHALL. DE RESPONSIBLE TO STONE r
ou DETERMINE. PUMP SIZE SUFFICIENT TO PUMP PUMP AROUND FLOW
og°o BASE FLOW. PUMP FLOW ~an 5. DIKE MUST BE CONSTRUCTED OF NON-ERODIBLE r ,y' 5 WASHED STONE
a~ ow~ MATERIALS SUCH AS SANDBAGS SEE DETAIL WORK VASNE6 STQPdE --COARSE AGGREGATE-- S(ONE SIZE = 2"-3"
~z$ 9/D2. AREA B-
Q'A OE-WATERING SEQUENCE OF CONSTRUCIMN F'OR TYPICAL PUMP PUMP B 1 A
641g' AROL ND flow ~
~w¢ IMPERVIOUS --1 1, INSTALL SIlLLING BASIN AND STABILIZED
w . OUTFALL USING CLASS A RIP RAP AT THE DIKE i-- ~ - - J a- yr~5
Rrcy DOWNSTREAM END OF THE DESIGNATED PROJECT A A n,nw WORKING AREA. - {tLi' y l IN
oC'~ 2, THE CONTRACTOR SHALL INSTALL THE PUMP I
AROUND PUMP AND IHE TEMPORARY PIPING B~ ~z>w THAT WILL CONVEY THE BASE FLOW FROM B
Z Zffi UPSTREAM OF THE WORK AREA TO THE SILT pkG CLASS A \DISCHARGE HOSE ~N LOCATION PLAN OF-S,ANQBA6 FLOW CHECK
r, STABILIZED OUTFALL. LOCATION STONE ci0o 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN NOTE:
AsWm PUMPING OPERATIONS FOR STREAM DIVERSION. NOTE: HOSE SHOULD BE CONTRACTOR RESPONSIBLE FOR REMOVAL
ono- a. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND KEPT OUTSIDE OF WORK 2'-0° 61i1fl. ~+0 ~ DEWATERING PUMPING APPARATUS IF NEEDED TO AREA SEE: NOTE [INS AND REPLACEMENT OF TEMPORARY GRAVEL
DEWATER THE ENTRAPPED AREA. THE PUMP CONSTRUCTION ENTRANCE. WHEN WORK DICTATES THAT ENTRANCE BE DISTURBED
:a AND HOSE FOR 'THIS PURPOSE SHALL BE OF SEE NOTE GROUND LEVEL SPILLWAY GFST--~ THIS WATER WILL ALSO BE PUMPED TO AN 5 WASHED FOR SEWER REALIGNMENT, REPLACEMENT,
3°z SUFFICIENT SIZE TO DEW>3T.R THE WORK AREA, Z LOWEST POINT / STONE ETC.
u3q OUTTALL STABILIZED WITH CLASS A RIP RAP. ,o* RIPRAP- L ` r / < FLOW
~aem 5. THE CONTRACTOR SHAH PERFORM CULVERT ' zz STABILIZED DUTFALLJ ©wz~ WORK IN ACCORDANCE WITH THE PLAN. AfH ID T llV rn
CLASS A STONE I 8. WE CONTRACTOR ShAL EXCAVATE ANY +FILTEf2 FABRIC Ej lui a~ TEMPORARY GRAVES CONSTRUCTION ENTRANCE
°$'ow ACCUMULATED SILT AND DEWATFR BEFORE (g., e` Q REMOVAL OF THE IMPERVIOUS DACE. WHEN DISCHARGE ,off,>, T1Qtd.AB-B, EARTH SURFACE NOT TO SCALE
DEWATERING AREA, ALL DIRTY WATER MUST BE HOSE - _
PUMPED THROUGH P. SILT BAG. REMOVE EXISTING ELA T.R}1.-TqM UPTCH IMPERVIOUS DIKES, PUMPS, AND TEMPORARY (GROUND
FLEXIBLE HOSE/PIPING STARTING WITH THE NOTE END OF FLOW CHECK AT GROUND LEVEL TO SECTION B-B
DOWNSTREAM DIKE FIRST- BE HIGHER THAN THE LOWEST POINT OF FLOW NOTES:
7. ONCE THE WORKING AREA IS COMPLETED, 15' TO 20' CHECK. SUFFICIENT SANDBAGS ARE TO BE WEAVE IN 20 MIL t'LASTIG TO PLACED TO PREVENT SCOURING. FORM IMPERVIOUS BARRIER I 1--i REMOVE ALL RIP RAP AND IMPERVIOUS DACES CL
AND AND MULCH STABILIZE DI5IURBED AREAS WITH SEED STABILIZED W (SPILLWAY) 1. BOULDERS MUST HAVE AN INTERMEDIATE o t WIDTH DIAMETER OF 13" TO `28°. v7
t7UTFALt CLASS 1 MIN 2,73 STREAM WIDTH 8 ALL WORK IN CHANNEL MUST BE COMPLETED A STONE
BEFORE REMOVING IMPERVIOUS DIKE ~i MIDDLE LAYER ,r TOP LAYER ~I 0
BOTTOM LAYER E, 4 9 2, USE RIP RAP CLASS A TO FILL GAPS ON O
s-- RFH SURFACE HR L1' MI6 UPSTREAM AND DOV'lNS-IRLAM SIDE. OF = i
FILTER FABRIC BANK Ll' MIN. BELOW LOWEST LEVEL {MINI BOULDERS AND NO G STONE TO FILi.. VOIDS BANK THE BOULDERS. ELEVATION POINT- \-RiPRAP 1 A
L5° OF CLASS A STONE 0 i
l '.v::>R'...Su •.r::2,... a: %im +"Wi'Y;LLI RiPRA
i 'Ii TEA PG RO"rlE L. EXISTING CHANNEL TRENCH 0.25` DEEP _SECTION A _9 3. FILTER FABRIC SHALL MEE ~ SPECIFICATIONS B B FOR TYPE 2 NCDOT FILTER FABRIC.
ENDS OF BAGS IN ADJACENT ONLY WHEN PLACED
ROWS BUTTED SLIGHTLY ON EARTH SURFACE 4. CONTRACTOR MAY SUBSTITUI~
TOGF7HER 4 CAST-IN--PLACE IN LIEU OF BOULDERS- SEE
ss,v B-a 3 TEMPORARY ROCK CHE ROCK CHECK OA - SPECIAL PROVISIONS.
1 PUMP AROUND DETAIL 2 C-7 NOT TO SCALE r, OT TO SCALE A' m
C_7 NOT TO SCALE C 7 SANDBAG IMPERVIOUS DIKE is
NUT TO SCALE s a 7L rL
" 0 r,.
SILL C FLOW
j
I I r
-Detals Provided by APPIAk Cwrsu:cin8 EnguLaers Ca/02/200 - 1245: 42: Pd? - De b"S Providec by ArP:AN CcnsVu,rg Engineers 08/U2/2006 - 1245.33 PM B 1
FILTER FABRIC III FIRM t See&V,, ..AU ..,..August 15 November 1
A MIRAR 10OX OR EQUAL FALTER CLOTH IN 3'-0' WIDTH _._.2 tons/ac 2' HEADER
SECURE TO FENCING. EXTEND FABRIC 12" INTO time EXCAVATED TRENCFL NO BURLAP- WILL BE PERMITTED. 5-9U-i{Y Fertilizer , _ 1Cf04 Tbs/pc ( i Rc`ICfS
Q-2D-d lbs/oc
Unscorified Service 6espedezo Ky-31 Fescue-,....- lbs/ac PLAN (F. _A 30 {bs Jac r
VARIABLE T AS DIRECTED BY PUBLIC SERVICES DIRECTOR Rye Grain 25 lbs/;ac
A NORMAL SPACING B'-0" MAX., Straw Mulch ..2 trans/ac FOOTER
REDUCE TO 4'-0" NEAR LOW AREA& u, Fns Pena ROCK
- C n Sepien anent Seedhg r September I - February 28 . ............2 Ions/ac j
~a' ` time r_ Fertilizer (low nitrogen approved for Centipede) (Approp (Appropriate fertilizer approved
IF WOOD POSTS ARE USED, fol M A~~ ra y FASTEN FENCE NTH NOT LESS ( for centipede application) -E.EVA ION POINT
WOOD STAKES i Y THAN 9 WIRE STAPLES 1 1/2° Rye Grain tbs/ac 15 lbs/aa (overeded in spring) CHAL-INEL BED
LONG, z tons/ac 50 / 50 MIX OF CLASS A-., I
WELDED WIRE FENCE 6' SPACE. ( *Stawp Mulch Seed 15 as aG 1
TOP TTOMORES.ARE- TO ~ - Wntw Temporary Cover. Nave AND CLASS B RIP RAP November 1 - February 28
A GI AGE MN., INTERMEDIATE Ltrne _ ' a r Y =4 ~I a S I b _ V 10-10-10 €ertilizer M D _ m v . ~~..~-(f 2 tartsoc f A O
_ :r l WIRES ARE 12 1/2 G{,1A4 MIN. EXTEND FENCE 6" INTO [ Oafs,. 700 lbs/ac A' _ 50 lbs/oc ~t f
~.a s EXCAVATE] TRENCH Rye GrAin 2Q €bs/ao
v v JJ r ^W Ii, *Straw MUICh L Ct'"`" i. } f 2 tans/ac
'E s u; H, ` NMt hIGTt % SELF-FASTENING STEEL P09TS, j .
irq DRIVE POSTS 24" INTO GROUND ~ P ~ eP3t Seeding Ir v WOOD POSTS 4" IN DIAMETER ( Lime March I - April 30 2' MIN \
V MAY BE USED 5-30-10 Fertilizer R TY_ 2 tans/ac FILTF - 7Ot3t} lbs/ac FABRIC - 50 f 50 POX OF CLASS A
St}0 !bs/oc I 6' MINIMUM ---1 V- -BOULDERS AND GLASS B RIP RAFT
BRACE POSTS AT 0-20-0 . , V a LOW POINT Scarified Serficea lespadexa 50 lbs/oc
Fescue WOOD STAKES m Ky-,31 V 1 'a. ,N 1 Brovintop, Millet. v.,.. 33 9bsZoc s -,.L UC7lDS 20 lbs/ac WITH # 5
113 Straw 8ravr hialoh. VIBE ME SEC 1110N A A' 2 tons/ac
N5 WASHED STONE T (1/4° TO 1/2" GRID OPENING)
l t ? -k1 _ c r jla Std WirQ Permanent - . I .~II _ _ Rl~.x II ..April 1 - July 15
.-CONCRETE BLOCK Lime.. I 2 tons/cc (Appropriate fertiliser approved ~ - TOP OF BANK
e M r ; _ t9 ' PI AL Fertilizer (low nitrogen approved for Centipede (4pprop u fa 11V MAX, for centipede application)
a -6 Centipede Seed, . 'I 4' G 3C# ibs/a sIL-t
MIN. II (.~y l'-{ !tIfi;•~ li, *Strow - - - 2 tons/ac
March 15 - June 30 C WATER FLOW
Wng Permanent B7E Seedirg,
T U NOTE 2 d( r b}l6r 2 tons/dc HEADER ROCK 1000 lbs/ac l 7" `JTRFAMt BELT
STEEL DRIVE POSTS \ DROP INLET 'W H (EXTRA DEPTH 30D ibs ac J ~rM iJl jl/API Y1rr I
FOR UNSTABLE SOILS) Sccrifi d Sericso Lospedeza. {I I rRl E UREt NOTES: &fl {bs as FOOTER ROCK ant"vv/AA V ~~rA,A\Y 1 t :V EL.EVATION _ 8 ibs/aa sn 1 e.rdlci'-.., . 2 fans/ac
GRA? a Common Bermuda Grass (hailed) 12a Toe to bookfill into trench and compact the a Straw Mulch
Y to anchor the bottom of the silt fence so that the runoff is forced soil firmly
to go through the fence No runoff is to flow under the fence ~ T Cover. sPEaFIC APPLICATION: 6 s6 sediment trench uphill aorta posts 90-t0-3i3 Fertilizer ..,Tune 30 - August 3
F. To ncreaso storage capacity and Protors9 the life of the silt fence, excavate a j time z ta
l the lie of whenever possible. lbs/ac ns/ac PRO IL_E VIEW B__.ri> 40 lbsf ac
. , silt fence, 9 to silt fence may not ek888d 1 acre 1r 100 IrF. of Browntop Millet THIS METHOD OF INLET PRGTEC, I`?t IS, APPLICABLE WHERE HEAVY PLOWS ARE 4. Total drainage area flowing If 'Straw Mulah 2 tons/ac
EXPECTED AND Wr'ER5 G ER QA APt 'T7' IS NECESSARY TO PREVEN"T
EXCESSIVE PONDING ARGLND THE STRUCTURE. 5. 'sift fences shall not be used of pipe outlets -ar in areas of concentrated, flaw NOTES, creeks, ditchlines, swa3es etc. , NOTE
- I I I. ` Mulch will be doubled if crimping is the method P0- Box Q8 CITY met of JACKSON he method used. ARM SLOPE GOVERNS !---IN ELEVATION AT BANK.
~ CITY of JACKS( ONVILLE B#g;ft vm 3 ck atc xa- TRINES - ARM TIES IN B6OW TOP OF HANK, SLOPE SILL of JACKS ROCK FROM END OF ARM TO TOP OF BANE.
5 BLOCK AND CRAUEL STONE INTEL SEDIMENT FINER Y J N~. I 1,1% VMW =IM TA~ a SONLY P.0, Box 129 ~ dackamtalAe>NC 26591 v'B N'r9 Iarrxc>r~.ta , ha~ti5
NOT T9 SCALE nom' a I`~~m~C 7 ° , 6 T' PICAL Nut'rLie 13 0.02 SEE~I 6~ Mkm Not 30A) ING ,primp ~,y xmz'~ Szak s3sa.c.~x"
C-7 SILT FENCE ,'M~ g~ SP F'IC TIO S
A TI 1' REV15 isv DATE,
ROCK CROSS VANE I
C-7 NOT TO SCALE
-
AyA4g66t{ib9A88g$edAA
PROJECT MANAGER DRA"NG SCALE DATE RELEASED FOR a °8® ~ SMM 1°=20' RALEIGH, 316 JOHN
LEIGH, NC C 27612 7812 APPROVALS DATE q` a 1 ORAYM SY PROJECT DAB [phone] q(-~~ T
TAN 8/16/06 APPROVED BY PROJECT NUMBER BIDDING DATE ^ ~ $ Lf ~f I
WDICKSON Once Locations: SMM 80542.DO.RA :WITT STREET IMPROVEMENTS DETAILS
REV. NO. DESCRIPTION DATE RLE NAME FLoT DATE Community infrastructure consultants North Carolina Georgia CONSTRUCTION DATE x
REVISIONS 03/94/07 South Carolina Florida RECORD DWG. DALE %
A9g~ e ~ y84~~~e A<Ptil4t116ad~],

d
r z '~ru
6 l2oz
zza C7 i4" tU° FwI . tll _ 18'-14" TWO PIPES rr n
$o0 23'-2" THREE PIPES 2- G _ 2
Q0 W w < t 2 FILL FAGS- 2° €wc oy° M N 2-V1 @ 1'-6" is 2-G2 OR G3 4
,aka ~C71 L7 ! STA. FADE FILL PAGE S a M >R 0 -a 'b7 a= t/1 2-81 1~2-Vi @ FILL FACE V1 & 9" I "V„@ 8,-14" =G3 7
w,: - . 7 ! „ - C3 U_ _j >z DTI -ter B VE ! • F WING WALL "V"@11
6a tyy-gya -9 > I-V1 SIR. FACE 091, PIPE NOT d~GT ,eHa FINISHED GRADE
0:1D C.) M I 7V7 V -n>>M q I~ l { ( Nt91i A,( P ( 0 < z ~ art { l I 282 V1 @ V-6" $
1'$" Z ->v T4 1. 7 C1(j I r. y~ % aa€ U~ - ~ S4 t~l { ,v/,~ @WIflG~ Al.l r 1 t•-'S~'.~LU a }
,p o hl F' { w w " " r--- E- j j 0 XaO SyQ~ , 11 ~i 1 ( 6/5`x{ / 3 ¢DRAIN5 "T1 12 CC t-s " , 6" ABOVE T 11- T
32.r'T4 C.' tt"9~ I ,
o'y~$ FLOW LINE k ~ rM z
75 6" 0-0
FINAL BACKFIII CKFILL
~QJ SECTION
UA~w m~ GONST, JT.-~ /L14-V1 6 2G' 'Sy 2-81 2-N1 NS FILL FACE 4i
ey3 SEE STD. # 838.45 FOR GENERAL NOTES. o _ i1 FOR UNDISTURBED SOIL PIPE SEPARA TI O TION .
FaA EN .L r? z~ °n ELEVATION BILL OF MATERIAL W zaao : SEE 1 EQ -a i j 66" DIA.
` r REYNP. STEEL PIPES P3 IPES 66" CIA. i WIDTH RCP
T2 OR T3 7tM & BOTTOM 6AR SIZE 0 t EN67H NO. Eli NO. MW o° ffiW '2HEM y I T~1 PIPES V-S" r n r 2 0 RCP f 2' 6"
z m 0 M T5 @ 6° TOP & BOTTOM 81 #4 - 5 -6 8 ' 29 12 44 a t ,W cc
x aa. THREE PIPES 14'•1" 1 82 #4 4'-6" 4 f2 4 12 C> 0 ~ 03 C'0_0 i r- -W T --6 SPA. @ ti" i #4 7'-O" 19 8 37 LL 2' 6
C'0_0 -J CPI "Z" BARS IN ~oz~ TOP OF FOOTING ~ Ai BAC F111 "
E- to j I I I 62 #7 18.6 76 - z CKFILL
a ~q .9. { {T.....__ .~.-z1 63 #7 27'-10" - 2 114 L err 'iC ' ,-.s i I ) J"..y / ('z , i T~t<; i'S1 I 1r STS )S+ j 4., J v $ r J >r A n:~ +~"'f P 'er`.
iszz~ : U1 a I I 22 H1 #4 W-4" 1D 42 10 42 < _ ',-"T'Y f 1 S„J r" r{a ..,f r ~r ~s ~ r ( r+ rT r r/ J 1/j r +-e t 1 i 1' =-5 1 'i \ t +l lr t (1 .-J rr y .r~ J r (J -r)
i-0 _ H2 #4 4'.7" 2 6 2 6 o 1 )f: a~FJ t tt f+f tr-: i^.' C.!" } ~F" 7' k,,.~ ='it ~ S(' r- t2 ffi ,£`.AE=iCri'-~ l ^f I j.. L \ t<r '}-~1. f sC 2' - (j"
r°~°a53, ( - HS #4 2'27" 4 7-47 _ t r- . < .-ern > , ''1 + r-trI, f $Jf , ( t c / r ~Nl.
d" r3 I- 4µG° 17tW1 ! m ,f{t _4 S$~ ~ r a IPE ~6 N1 #5 3'-11" 14 57 18 74 Q SEE SUES-BASE ,~Y~ , ,._iL ?,><~<~?~_ - Jib ?r:L f t. ~'J-rd."TT."'` 4 BASE ( t 6 PIbQF 7' it
6~ r, J 6Q G"_4," ITHREE 3 H1 „ N2 #4 3'-5" 6 14 6 14 } j
I Z3 5 SPA. @ if FILL _ • ® 1' / .PIPES T4 C..FACE 2-V2, 2-V3, 2-V4 0. I 7 , 1 -5 SPA. @ 11" "N" BARS T2 #4 23'-Orr i "0" O.D. OF PIPE 30" ~ SIDE CLEARANCE
"Y'r7e IN BOTTOM OF FOOTING 11 03 i j 3"_ " T3 04 161- 16 12 135 t-
" t®q "2'-i01¢" 2 SPA. @ 2'-6" H$ T4 44 6'-.U"_... 6 24 6 24 3: M PLM 2-H1, 1-H3 +x - aa
" V2 2 SPA. @ 11-14 T5 #4 2`-6" 76 127 1121187 00 e L7 4 ".1A. - III V-3" , i f GTR. FACE - _j 0-4 0 U.6
~ 3-Hi, 1•H23, 1-V2, 11-113, 1-V4 I _ ~
CID ai a'-14° V1 #4 6'-9" i2 54 98 81 -p 0 © Iii
)ib C7 3 " ~m m - t V2 #4 5'-2" 6 21 6 21 uS :3 17" aa~ -V4 V3 #4 4'-t"- 6 16 { 6 16
Co / A o Z2 3'-4" H1 V4 #4 2- 6 12 6 12 NOTES.
Tt6 H1 Z3 21-9" - - - 1, TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHAI_;._ BE TAKEN
"-T zi 4 -6' 6 41 6 41 I t +SC. #6 N2~ 4'"O- FROM THE INSIDE FACE OF -HE SHORING AND BRACING.
T4 "z" 22 #S 3'-11° 4 16 # 16 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
Z3 #4 3.3 4 9 4 3, ALL BACKFILL. MATERIAL SHALt.. BE SUITABLE NATIVE MATERIAL.
ra N 9 as rr rr ra 3-N1 -i- 3-N2 Bms 5 SPA.@ It" REINF. STEEL 198. 674 892
SHEET 1 OF 2 I ELEVATION - - SHEET 1 OF 2 4. BACKFILL SHALL BE TAMPED IN 6' LAYERS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS,
838.341 "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT, CI .fH.C. C8, YOS 8.7 11.9 8.34
2 TRENCH BOTTOM DIMENSIONS BACKFII_L.ING
C-$ REQUIREMENTS FOR REINFORCED CONCRETE PIPE.
t NCDOT REINFORCED CONCRETE ENDWALL DETAIL NOTE: 838.34 SHEET 2 OF 2 IS NOT TO SCALE
_ NOT TO SCALE FOR CMP AND HAS BEEN
INTENTIONALLY OMITTED
o"mas P'OV,144 a Det6ls P,oV,144 t w APPIAN Cnnsalung Engineers 08/02/2006 52:53;17 I'M re3ede rP o,4de6 by APRAFi Con ui:i: y ~tgrcvm*s OE/02/2UO6 - 1240 35 PV,
NOTE; DEWITT STREET SHALL BE r~l3EFbfiMED ASPNA_T l
CONSTRUCTED AS "MINOR 18" 24" 71 l-
RESIDENTIAL STREET"
F/2R VERTICAL CURB & SINTER I ?17% VARIES (SEE CITY OF ~ACKSONVIL" E
- - - - - - - ----1100 4~1td' IDEaVU@tS AND GFEEPJ,~AY nLAhIS! 3' MINIMUM MOTE 5 VARIES OED EDGE (TYPICAL) SE£ €tETAtL 4OSC~
4THICK 3000 PSI CONCRETE 5 W 12 I 12
- ' VASICS - 6 , A
5EE SHEET 2 of - as" 0 3 121" i fvr-'-' 13 .,UftB i ~ r?h LOPE ~ -`r I ~PAVEM[NT
f'OR ALL DIMENS1101 3, D ; 23 REFER 10 Crrx o ns 402.01 g
PAVEMENT THICKNESS I /a1 1 12 I - j MATRIX #1 - GEOMETRIC PROPERTIES o F TYPE, AND RIGHT ir, I " s i .
OF WAY WIDTH PAVEk1E s CURB W STRIP NT SECT SON u R,o.W > l`
Ye. ?5 cn U`bT¢E$ 8 CN TO +]U'i9'o- 2 A PLICABaN ( ) ttIilINC3. ACGRx.6A z RTOKARED SIDEWALK r, VARIES. MAXIMUM SLOPE 3:1 COMPACTED `-UNDBTIIJR cED
o G `A CA'f,Ebi' BACK (Ft.) MINIMUM SURFACE 9A". gpg, a EAR$lThEEN TH AND ¢NINIWNA 'a 1 tdtNtMUFn 71, MINIMUM APPLICABLE 5URo tDE 1 3 Ut«f6E`Sy APPROVED BY iE S BGRADE SUBCRADE t ~ ,T r- L m- f PUBLIC SERVICES DIRECTOR. l
d NO!duDF$ BACK TE tEi REQUIRED
f~ TYPICAL SIDEWALK with UTJLrrY STRIP
EE CITY ,?z r. v 3^4 Pia' _ , ~l2 r v. ate.: a i A 8 1 Z l C 1 81, or 12" E -7-{ vnRiES (SEE c TY Dr' aACifSGuvrLLc
k Y - py, ri DETAIL e #x,;,` t p . OUFSbE tiC SHE - 6fl' NOTE 1 ?/2 R ! I MOUNTAOL£ CUB.. , GUTTER j t -O`AN SIDE4q"ALK ANC a@EENVJAY PLANS) MINIMUM
NN'' Y T !S MUN4N4IQk 5~51~iCA9N Aah Q3 15 ~f1 f j i"` { i.,', a j v< f't. 1t 9E sAtS ai -0° -3`-0• z° Na`f R ( EkiS7lN -GRABS VARIES SEE DETAIL 401-01 / mf 5f1-6% aspE TaoE~a -DOE (rvpcA)
S,_9 Set C! ¢ ~d y{; i.. ¢ J MARGINAL: ACCESS Jf-4" 31-e" 1" 9° SSI' watE 5.. 4" THICK 300 w8( t 4, CONCRETE S/VJ__,
Sv_g 5g j -e V,-`z, ~Yk x =s"ad'A,'Mp;gk yfi 4 T +L^ STREETS t+i x ~J r'x-.,*x'~'"t"y.'rs39 w?' idw ' Sri,y any. ITY } }i~~{ b"1 t'+a r a:Y'"E .?'iU 11 5 1' t<a NOR 'RESIDENTIAL, 31'.01• 3'-0» 2, 2 f 2 R » /1 i 4' Cutts f
Ly~+M " I C I i ~:g. i" m Cit h xa r"a31 "}A e^ f 1 F SCE G:1 AI ~ S` NI r t (,."n Z lk^zs" u `"d, tk zS."axP.~uA't. DETAIL 404.03 NGiE; 1 i "NOTE 9 I 1 ON SLOPE ~1 <
r.§y- rr " ~7 N,v" t1~~m ~.,.sbxi95S,+ SHr #f~ t '}jb~ Si.R£E75Y- M^v +y !f r qh, ;a2 ^SYIws v' bm ~'j, 'S: , `,n' "iaV,,r I l,._.>.._ SEG NDiE .7 Cill.-ECi9R STREETS 37-0. _ 3 a+ S~ 2. SA 8-25A S YES 69` NC t 7 ;_?AVEMENT
V'' rc d TTqglll C J I r ,J-,L -rte M1 11--:Iwn- I+~ iI__
fpy~ G '3 i'rI. ";Leiy w U`k } 4dpy F -MINOR kP-q VARIES PER fi° S 8' YLS 8C I NOSE y , THOROUGHFARES DETAIL 403.02 SF 651S 5250
x C VARIES, MAXIMUM SLOPE 3:1 L,7 VARIES PER @... V MAJOR1DIN0E FARES 48,-0, . DETAIL Mi$ 02 $F-8 BC ' W, tf:S 200' I NOTE 1 i i f - l1 VARIES. MAI MUM SLOPE 3;1 COMPACTED UNDISI'I1RBED + 1 1 1 A 1 UNLESS APPROVED BY IHE. SUBGRAt7E SUBG-r2ADE
1 B-25,0 Ln rod L++ i 1 PUBLIC SERVCES -DIRECTOR-
~P+h+ ? rr Vii' f, 4 A + (NDN DIMDDT} W/TURN ` DETAIL 40,3.02 SF_85C 8-259 tl : ~ 'r.. - ifihdESj a 1<1 TYPICAL SIDEWALK MIS MILITY STRIP
8 ? I l { 4 M; . - W" MA # U7a?CUGHCARES 6Y-6"--. _4AR"E% P€ft S 8" of - 'TS iqS, 1101E i TEE 0-3 7~ I T(m," T t ~ - COMPACTED SUBGfRADE * a ~ a, Minimum non -residential Ione width 12' ft. NOTES: -
i. Poore curb & gutter at i' s.a..
Minimum residential Iona width : 101 ft unless designated major/minor thoroughfare. 2, Provic NOT 3 S: It = For all street alas irffealtons within Right-O1-Way. The aggregate bass thickness. may w 2. Provide 7f2" expansion joints at 90' o.a« 1, Provide i" deep tooled traverse structural score joint with 1:/8" radius at 5"-D"' o.c-
z EF 1, Pavement design, pavement width, and street right of way shall be as shown unless otherwise ` . Caner 43. Spill e sections fa##ens be will Fk be be P.S approved @rpvad o a28 n si¢ Q l entrained. e b os+ by City Peebles Services 1 2. 1/2" Freformed asphalt impregnated expansion strip joints to be placed Dr, ire or, 3,2'-0 a.e. longitudinally, adjacent to curbs, whon-bu'9ing existing structures,
,d u # e be reduced by 2" if an approved geogrid is installed between the compacted subgrads 4. Spill t4 - =s specified. Where unusual conditions exist, or excessive traffic volume is anticipated, the project . " a Direct c e and the aggregate base. Geogrid to be Tensor 8X1100 (SS-2) or approved equal.
fi° e engineer may vary the typical street section or pavementdesign accordingly. ms n G 5. Chem 5. Chomfm#hered edges abutting asphalt are not permitted. concrete, or bui-ldings, and ai changes in width, ~~'i Deparmsaxc; Puh3::.3rauia.x ^r~ ~ ry,% qr xg a tiihr.Ikwp*'.u.~eka~+^ii3:.necs
2. Place 8" of compacted aggregate under curb and gutter and extend 6" behind hack of curb, m 3. Refer to plan cross-sections for slope tie-ins. 1. As determined t the Street Design Section 2.6.1 of this document s 1Yla Sees ctra+st+.e.SCrraees y^t ^,3 ftxP'I,haaavci.JeBSCnvBk ncup. aG'. :7as ( ~k k 'cf ~~'9~S .62 a` i"Ci-F~ k
4. Mountable curb and gutter may be used in lieu of straight back curb. Y 4n A q dte&HMVA:C,N~ygSg{ J.:fl b9rYkl'h~Y.]A(%VSrJ.~e53AN?Atv#t 53'WJACP.e'beS 4fAp'}.°r , 10.^k&6nw[310, N',C,`dd'Sbb JS t.Ttd'b9U r*?i„iii~t,Ad.a a,r,k@.MRR3nFJ£CS'ss7M1e CN.BN
f " > ~ P acR and the Trait and'Greenway Policy, m m °A C1Alternafe design may be used an residential streets. I s 2. The compacted subgrode and the aggregate base must pass W TYPICAL CURB & IGUTTER NetTmMde , i~ TYPICAL CONCRETE SIDEWALK aTo~kgz x40403
S, Curb selection used in collector streets. proof roll before constructing next stage. , x I SECTIONS AN EXPANSIONJOINT DETAIL ~~WON AE:
l
J
@qqg~
8~&
g*A%A"0i41989%, 8ttt _
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE ea6®~ r ;
SMM 1'=20' RALEIGH, NO 27612 DATE DRAM-BY PROJECT DATE APPROVALS
TAN 8/16/06 [phone] [ p+gg J
APPROVED BY PROJECT NUMBER BIDDING DATE m c &4 8 D I_ I I T )E ITT STREET IMPROVEMENTS DETAILS -
SMM 60542.00.RA VDICKSON Office Locotions: CONSTRUCTION DATE ° FILE NANIE PLOT DATE community infre94tuc#uee consultants North Carolina Georgia ~ 6+
Florida 03/14/07 South Carol na RECORD DWG, DAZE L=REVISKONS DATE
~ l DrrD$Elt1A666t8~^ D,~a

N -t
4 ri z Oatdts arowdad.9y APPAN CurysulifigtryBmaa§ 'S8(E2(20(!9 11;35: 49 h1A
o FEZ De~0s ?rnrd o by AFPIAN o*sW"ng En9aeg B,fOJ,f2 6 - 1" h2 Sh AM
woe a. a a gr~ , ¢ +s
4 16, A 112' GRADE 60 STEEL
z GYfR@ TRANSITION REINFORCEMENT C9PatYMEi2 a ( 1:1 >ww . I§" POLYPROPYLENE PLA61iG at {
o if - -BACK OF HOOD a I
Frm P, ' { w... 9 t
o a „-Y ^ Y} , sF P OF CN7Ubill SACK rfr3 Ngar.CV k_A 14'
wz iI a' i I U
au~ CAPITOL FOUNDRY 01 -84003 1/4. `
rc ~5 ~wtt °RAN LC 04+ERu 6HO0t+-_'.- ~.t4 i 1/&' aty oC an~a
9 CHANNI CHANNEL CROSS--SECTION
> PSI--PF STEPS PROVIDED a SEE NOTES BEiDYt NCT TO SCAt.'c
~amw BY PRECAST aor, MANUFACTURER OR M.A DETAIL 634,02 r E
°0~ NOUSTk7EFS j g o SEE DETAIL 006.04 d ^i~ l
(MUST BE.16" WME, zooo , HJi;ALl.r.6 TO BE 7° FROM
IT -ACE OF WALL -O BACK OF ^ a A 6z
Qv, STEP AND V0 GREATER ~'o try` p Fmw THAN z S FA$APON) #h VARIES ~ 57
'ism 15' 0I CLEARANCE MUST MAXIMUM -6'-O I a _L
o&~ BE FROM, CENTER OF S"EP WITHOUT ENGINEER'S ; ~<d TO OUTSIDEOF '30R AAPROVAi. a.
/ aN N A'M{^~~ L 2 MUTES yZijC 'd tl~ . r/1 I e <
3 ? FOR PRECAST BOXES; n
°o JOINTS TO BE SEALED r r e o 3. INSTAI LIVE STAKES EVERY .A TO 5 FEET ON A 'ao,r uATneeT>T. Rt76E#R > f.. TRIANGUL4R SPACING ALONG THE BANK OF OUTSIDE _T ON A j OUTSIDE ! ~/i 7a
r JOINT SEAL-ANT z~ MEANDERS AS SHOWN ON PLANTING PLAN. PLACE THE ~ PLACE THE
H OF 5
ago ExTIuoSD BASE--- . ny n LIVE STAKES STARTING AS SHOWN TO A, I'OTN OF O 3Msrq FEET FROM THE TOP OF BANK.
~~g E 2. DRIVE LIVE STAKES IN AT A RIGHT ANGLE TO THE „EE_OETRIL 834.fk1 - • p y F*^"--^-^m^-- POLYPROPYLENE PLAS1Y E TO >>~iE INSTALL EROSION CONTROL LINER OVER SEED PER SEEDING
FOR. wPE CON C11 11 REINFORCEMEN1 S(TptYyPp A.. r i STREAM BANK USING A RUBBER HAMMER. p AND FORMED INVERT 713 .3NAJE.60 51L ? 9 l SCHEDULE ~j
vQN`xTRUCTL'hN 1 ONE HOW OF LIVE STAKES SHOULD BE INSTALLED 4STALLED
iih DCRNEATh EACH FACING ROW. - ( ~ ' PRECAST C,"'Yi CRETE CONCRETE BRICK NOTES' 12" MAX. OR TWO Z
TE9` BOX SHOWN BOX SHOWN / NODULES EXPOSED
1. Use either concrete building brick - ASTM C55, grade N, type 1 1. Step design, installation, and material shall meet the
requirements of ASTM -0478 and NCDOT. or cloy brick -ASTM 032, grade MS. - 2. Plastic material consists of super high impact resistant copolymer polypropylene ESTABLISHED PLANT SHOWN
2, Mortar io be type Ai, and conform to specific requirements as detailed in ASTM D4101, I 3. Concrete pipe to be class lit FOR INFORMATION ONLY
4. Precast bases to conform to latest ASTM C-613 3. Reinforcing steel shall be 1/2 rebar, grade 60 and meet the requirements of ASTM ,0645.
6. See Precast detail boxes 634.42 concrete miscellaneous enotes, oatesminimum 4,000 ?Si of 28 bays I 4„ Step wid#h-irnd spacing to be aonxistaat with the latest requirements of OSHA. ~ , 6. Se INSTALL SPLIT 2" x 4" x 30"
Pgm+mm:eiai4#rSGWces fps "g s* Mbp 7fwawrtiJacLmn"Blex~ O r'w rNfa<untofnWv>9cmtev ~++°roy :,l F~ ^~A Abo-/f+ uk,rmwikvam, `spy e.Q Pas 126 •~'sLE f. o JX~.CKSO1 ~~+X r DEAD STOUT STAKES PER SPEClt=1CATIO"NS
.AIyy BQ@ax125 *w,il0"~:rC.Oi" " ' datRaasvtlW, N.a:~547 LMLJF 7?4E 3aSa'hu,6rg3NUxas€xr:rnx5 ?M,tY ~i T )9cVS9ew11e,X.G ~.4°"'a" IdSi. NAlt M1ff@121Hbfi :tr.~RA'SG'stw'~^.b'r. .Y ~ <7~ OR STAPLE PER MANUFACTURERS INSTRUCTIONS
`i g~~g nt~ ~sina SCA
AND STAN' IDARD, 5~~~ E 74dTn4Vi'te aCp6.13.4 TYPICAL M MAH.e - PLASTIC STEP DETAIL pT WITH HOOD ^ 'i COMMON NAME SCI Iv iF, NAMC SPACING EST C~UANTITY
CURB CATCH ~ ~ 3 ,02 SILKY DOGWOOD GORNUS AMOMUM - - 5X5 38 BLACK WILLOW SALIX NIGRA 5X5 38
IJfT
-TOP OF BANK
t'
t ?e~aas P,obe£t t, aPPLNd C l s e .-9_ne,S - lMSrtTi('47(uS - 224;52 PAf / f `3
lnis P,oc Had. by APP AN CbPa+019 Et 9~"eers CelO2j200.5 12.7X.7.1 PAh
-EN('+f COMPACTED Na 67 STONE IS Yt7 t # T ' , '!G5Y E OTTPEI €RC4O BOTTOM Ci_. PITRENCH EXISTING
-ca TO THE TOP Ck THE &Y-P,ASS Se PIPE - " j f AND GMT12 INCHES FROM EACH I l GROUND 1
aDE OR 10 THE EGGE O THE ~ 30° LIVE CUTTING (DORM ANT) TRPNCH, WHiC! E. --R IS GREATR
I 1
NOTE
,K ~ IF USING WOVEN COIR
E MT~ oM " i / FIBER MAT, INSTALL
LONG STRAW MULCH 5 BENEATH MAT.
If II;~I} i u.,mmm
_nE ROD ANCHOR DAT OP Pip- - TU
PIPE ROD NlitdBER OF SIZE DIAMETER A307 RODS
i (INCHES REQUIRED
T ST PRESSURE d 150 PSI , 2 LIVE STAKING DETAIL as()ry
6 3/4 2 8 3/4" 2 I NOT TO SCALE
" 10 3/4" 2 "i { - TREE DROTFT A
r' 12 :Ilk` 4 I [ON PAI$
P TR,w^P 16 3/4" o ~`r= Fs d$ DEGREE SENDS j 20 3j48 _ PE~FvRATCO [ #11S(#C, FENCE DETAIL 10I3 h4'T ENTER
NExr txX r BACK pus, i - (mlvA -d PLACES AS.. NEEDED) 24 3/4" 8
R>: STRtw;~EO A9"ri }aoPRb*M.9 TRFA17E9-RODS _ SEE N' Tx 1 10 T-sAN= ue, r
EST PRESSURE = 200 Pit NEXT uiINT eacK MUST BE i r fiCAPifR 'O 'P € S pi RESTRAINED WITH APPROVED i 6 3/4" 2 , WARNING SIGN DETAIL
1 u RESTRAINT METHOD 8 3/4R 2 a it -ji l - n
10 3/4" 4 y e i i lei 12 3/4' 6 T
T ~i L#t it 16 3/4" 8 KEY IN PER MAVUtACiURER'S KEY IN PER MANUFACTURER'S
rl { 20 3/4" 12 `1 !NSTRUCTONS 9.0' FROM INSTRUCTIONS 9.0' FROM TOP OF BANK PLANT CANOPY, DRIPCINE
24 3 10 TGP OF BANK ' EXISTING OR PROPOSED J I0 6' STEEL T POST
SANITARY SEVER JOE RESrRAINT RING 1 PER DETAIL 512.02 j i TOT" OF BAN -TOP OF SANK_ (FACTORY PAINTED)
STAINLESS STEEL: OR COLD-GIPPED -ORANGE, UV RESISTANT,
I GALVANIZED ASTM A307 TIE RODS NOTES., ° 8' MAX. 'VARIABL_F AS HIGH - TENSILE STRENGTH,
A minimum of (2~ 3~4" ilia. rails to be used for pipe fhra 24" did. per joint DIRECTED BY THE POLY BARRICADE FABRIC
A minimum of f2 1 dirs. rod" to be used for " _ pipe 34" & 36" ilia. per joins ENGI(~dEER ~ (TYPICAL)
A. minimum of (2 1 ,/d" dio. rods 4o be used for pipe 42° & 48° din. per joint, PROPOSED I ~ Coat all exposed metal and rods with 2 coats of field applied coal for epoxy. BANK / EXISTING PLANT
2. The bypass is to be assembled above ground first, 1 : .f j _ / LIMIT OF CANOPY, MIN. 12-1/2 GA. I DRIP INE
3. Record all as-built lengths using the center lines of the pipes or bends as 0,, reterense points RO`1 LI-LI-L-11 _L _L '..L _L L. _L L. _.L _I_ _.L WIRES
4. Adopters varyUn type according to the-rnofedai of the existing water main, CONTROL LINER / \--KEY IN EROSION CONTROL MIN. 10 CA. ~ _ _ LINER 0.8' BELOW TOP OF LING WIRES L L L 11 L L L L
5. Use of grip dugs in lieu of restraint flange system shall be permitted on ¢ code KFY IN FROSiON 1 PROPOSED ~ by case basis by the Public Services Director. CONTROL L LINER QS ' ~ - CHANNEL tOPOSED BANK 1 LI-LI-L-11 L L. a xrRmasx L ORANGE, ;!V
BE-OW TOP OF BANK BOTTOM dANNEL
~e x, za r f %0N1W ' - nAPa CITY „ U$ f JACKSONVILLE, TY, Aa#s=~.M:.2AE.?9~#' 15'Mmsa3EirYLtt.R cY5kS5f;wg9,tPSa S!%u^ A5L14'4']]kY ~Yscue rBrGOV.e ~ ~ 7k~.,X I 204HE tta+rlt..rs:vnu` WAaar.Y NOTt 3OTTgM t_ E_ i_ L L L. L L tL. C... RESISTANT, HIGH - GRADE - TENSILE STRENGTH,
POLY BARRICADE
jg¢ $`~,g€t {~`ftr$2 +3 N`AT)SMk 2512.09: LINE NOTE- dARA~JNG ,SiGfV FABRIC (TYPICAL) L+ 1. LINE CHANNEL BANKS WITH EROSION CONTROL.. LINER. _
. .Fa BURIED 7Y 1dP1$ 4'I,t l M&YWORDAAB PLAN VIEW OF PROTECTIVE FENCING
' ~ 1mo'AOr+ i re I I s7
'VOTES: AROUND SINGLE TREE-EXPAND AS NECESSARY 1. ALf_ PLANTS TO BE SAVED SHAL _ BE
PROTECTED BY FENCING AS SHOWN IN
IN THIS DETAIL
3 EROSION COP ROSION CONTROL LINER 2. CONTRACTOR sHAI_;_ INSTALL FENCING
NOT 10 SCALE PRIOR TO BEGINNING ANY CONSTRUCTION'
OR GRADING ACTIVITY.
3. CONTRACTOR SHALL CALL. FOR INSPECTION
AND APPROVAL OF PROTECTIVE FENCING
PRIOR TO BEGINNING ANY CONSTRUCTION
r OR GRADING.
4. PROTECTIVE FENCING; SHALL BE LOCATED AT OR
OUTSIDE DRIPLINE OF TREES AND 1` MINIMUM
x OUTSIDE SHRUBS OR OTHER PLANTS.
6f NOT TO SCAt.€
pI_q TREE PROTECTION FENCING
4*ttttyt#aat~at ,
eBacr uauAI~Ex oxamxc SCALE RELEASED FOR DATE mA°' 3101 JOHN HUMPHRIES WYND ao SSeat, MM 1"=20' RALEIGH, NC 27012 DATE
aaAx¢u3sY rttaFCT DATE APPROVALS
TAN 8/16/06 (9I9) 7$2-0495 1 • ,(tr3
Af; ROVED By PROJECT NUMBER DDICKSON BIDDING DATE m 5 - 1 LJ E Y 6) TT Office Locations: A- #09 SWIM 60542.OO.RA DATE E WIT STREET IMPROVEMENTS ETAAIE,._
ENO. =DESCRIPTION DATE RE r AME PLOT DATE community infrastructure consultants North Carolina Georgia CONSTRUCTION 03/14/07 South Carolina Florida RECD DWG. DATE
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