20201296 Ver 1_XCLT D2M Final Plans -11162020_11x17_20201202

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INDEX OF SHEETS PE SEAL , 0
COVER SHEET 1 • MO
GENERAL NOTES 2 ;`s•�.‘*oCAROLr
O\
DETAILS 2A TO 2G ae.:�i�ESS/py'•. C
TYPICAL SECTIONS 2H a))
- ;° `y _
DRAINAGE SUMMARY SHEET 3 = SEAL ! = C
PLAN AND PROFILE SHEETS 4 TO 9 ,1 F031 S76 0. 2, v••1
TRAFFIC CONTROL PLANS TCP-01 TO TCP-02 _ �T� %•rq••7.61 gErt.:'6�'
PAVEMENT MARKING&SIGNING PLANS PM-01 TO PM-05 I ,�1 AR I!T I FI- ,'',''/F 3 ''':�� L nm
EROSION CONTROL PLANS EC-Ol TO EC-09
CROSS SECTION SHEETS XS-01 TO XS-06 GENERAL SERVICES
RETAINING WALL PLAN RW-01
STRUCTURES PLANS S-01 TO S-05 Record Drawings
Construction Plans of Proposed
oTOTAL SHEETS 45 Cross Charlotte Trail-Davidson to Matheson
Project No. 512-16-027
- END PROJECT
Project Features:
:1' #4. i ASPHALT&CONCRETE GREENWAY,DRAINAGE STRUCTURES
AND UTILITY ADJUSTMENTS
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,,rie!. '"'R"" 0a E END CONSTRUCTION �� (9 LI
- -L6-STA:601+65.84= END CONS�TRUCaz
VICINITY MAP BEGIN PROJECT -LEl
BEGIN CONSTRUCTION 4, El
NTS BEGIN CONSTRUCTION -L6-STA: 600+00.00 7-- e Z� J
-L1- TA: 113+40.13 ` a
25TH STREET BLE
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\\1_ L TLE SUGAR O
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__ lkI. �1 2-�T ST' ECEXTENEION L _ _ �
ItkV :v �� a•• RECOMMENDED
'�'' II'11�4 s� 5 [AAA, *El (... FOR CONSTRUCTION a
g Know what's below. ` Sl- sti e N I �ill
CDOT-Design O
1 Call before you dig. III .d
BEGIN CO • ION .s CDOT-Implementation •5
w -L1-STA�05+58.84 CLT Water CS
ci SURVEY PREPARED BY: O A
END CONSTRUCTION "'= Construction Administration I
u N J.. ntract mon\k.47 STA• 109+91.11 0
c LOCALIZED COORDINATE SYSTEM DEVELOPED FOR Asti,1
,..
THIS PROJECT IS BASED ON STATE PLANE COORDINATES
�� ��� �� —� 7 Engineering Services
3 ESTABLISHED BY:NCGS MONUMENT OR CONTROL
POINT WITH NAD 83(2011)STATE PLANE COORDINATES LOCATION MAP Landscape Management
OF NORTHING:547489.388' EASTING:1457201.654' SCALE:1"=300'
ELEVATION NAVD:THE AVERAGE COMBINED GRID Planning,Design&Development -
4 FACTOR USED ON THIS PROJECT(GROUND TO GRID)IS: CITY OF CHARLOTTE:
CS
.. 0.999845124 VERTICAL DATUM:NAVD 83(2011)ALL LINEAR CONTACT-JOE FREY,P.E. Storm Water Services
= DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES. PROJECT MANAGERma
DATE OF SURVEY:10/22/2013 980-219-3589
. [e-mail] Utility Coordination
•
GPI
• GRAPHIC SCALES �l\,// O
PLANS PREPARED BY: KIMLEY-HORN: Bid Set No. V
• CONTACT-MARIE SUGAR,P.E. _
PROJECT ENGINEER
2 ui
980-201-5649 20 40 60
MARIE.SUGAR KEMLEY-HORN.COM Plan View ♦♦ ■ E
' MI� eV��� ��� _.,_i¢n @ DESIGN E15 (B 20mph GHlA1-I YTT��.
1 LEAN ANGLE 15°(BICYCLES) 20 40 60 v ed
HINDS ENGINEERING,INC. GENERAL SERVICES
k CONTACT-KENDRICK BREVARD Horz.Profile
NC LICENSE#F-0102 UTILITY COORDINATOR 4 s lz / r..i
% 200 South Tryon Street,Suite 200 [e-mail] PROJECT LENGTH = 0.31 MILES Vert.ProfdeCO
Charlotte,North Carolina 28202 0:704-814-4407 5 10 15 •1
Phone: [phone] C:704-962-9016 2018 NCDOT STANDARD SPECIFICATIONS cross section APPROVED O
o. A FOR CITY ENGINEER DA'P1; a

'v' V V V Y
GENERAL NOTES GENERAL NOTES ABBREVIATIONS CONVENTIONAL SIGNS CONVENTIONAL SIGNS
A
PROPOSED CURB ELEVATIONS: ABAND ABANDONED Proposed Property Line Existing Tree 0 .0 I
FENCES: A.D ALGEBRAIC DIFFERENCE
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ASPH ASPHALT Existing Property Line WM
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS APPROX APPROXIMATELY Existing Water Meter ❑
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. DIRECTED BY THE ENGINEER. BOC BACK OF CURB Maintained as R/W Line wv
DRIVEWAYS AND SIDEWALKS: TREES, SHRUBS, AND HEDGES: BIT BITU I"MARK slope Stake Cut line Existing Water Valve
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION BRG BEARING Proposed Water Valve cv
THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE Slope Stake Fill line
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: CB CATCH BASIN GV '
•CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE(3600 PSI). EASEMENT LINES UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING C&G CURB AND GUTTER Conservation Easement Existing Gas Valve RI ^N
•ASPHALT- (COMMERCIAL) TWO INCH S9.5B COURSE AND FOUR INCH I19.00 S NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH SECTION CL CLEARANCE sO i�
01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL TemporaryConstruction Easement Existing Sanitary Sewer Manhole L�
INTERMEDIATE COURSE. BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL C/L FENCE CHAIN LINK FENCE O o
RESIDENTAL TWO INCH S9.5B COURSE AND FOUR INCH AGGREGATE CMP CORRUGATED MTL PIPE O 0
( ) (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & Sidewalk/Utility Easement Proposed Sanitary Sewer Manhole
CONC CONCRETE
BASE (ABC)I COURSE. GUTTERE OR OHAVE SIDEWALK.
USE CLD STD. FOR BRIDGING ,TREE ROOTS. TREESOTONNSPECIFIED BY CONST CONSTRUCTION D� .. .�
•GRAVEL- SIX INCH INCIDENTAL STONE THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION SHALL DB DEED BOOK Storm Drainage Easement Existing Storm Drain Manhole = o m e
s SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, BE IN ACCORDANCE WITH CLD STD. 40.02. WHEN THE TREE IS CLOSE TO THE WORK AREA DCB DOUBLE CB UtilityEasement • 4,el
PER CITY STD. NO, 10.22. TREE PROTECTION CLD STD. 40.12 SHALL BE USED. Proposed Storm Drain Manhole 4 d N
DI DROP INLET /I�\ v,..U
CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%. DIA DIAMETER Post Construction Controls Easement 0 ` /'• m z
SIDE SLOPES: DW DRIVEWAY Existing Telephone Manhole
RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT ExistingEasement °•%
DIM DIMENSION 0 a
ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD Proposed Telephone Manhole �'o
E EAST/EASTING c ;j F.t
LI A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) Existing Gas Line
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY EAL EACH Existing Electric Manhole O n. mi U$r
LL PEDESTRIAN MIGHT TURN TO CHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A ELEV ELEVATION Proposed Gas Line z c U
, MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING AS DIRECTED BY THE ENGINEER. Proposed Electric Manhole
ESP EDGE OF PAVEMENT O Em
DIMENSIONS WILL MATCH SIDEWALK WIDTH. THE LANDING ALSO SHALL NOT EXCEED 20% ESMT EASEMENT Existing Water Line g
"c SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EROSION CONTROL: EXIST EXISTING Existing Catch Basin EE a N
9 EXCEED 2.0%OR ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED F/C FACE OF CURB Proposed Water Line
PARALLEL TO THE ROADWAY. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE FES FLARED END SECTION Proposed Catch Basin
APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE ExistingSanitarySewer P
A CROSS SLOPE TRANSITION PANEL MAY BE REQUIRED WHERE PROPOSED SIDEWALK MEETS FH FIRE HYDRANT
W CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS
EXISTING SIDEWALK WITH A CROSS SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR FOC FIBER OPTIC CABLE Proposed Sanitary Sewer Existing Light Pole
SHALL NOT EXCEED 2.0%ON THE SIDE OF THE PROPOSED SIDEWALK AND/OR RAMP, AND SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS GV GAS VALVE
SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK. HORIZ HORIZONTAL Existing Underground Telecommunications. Proposed Light Pole
DRAINAGE STRUCTURES: INT INTERSECTION
ACCESSIBLE RAMPS AND DEPRESSED CURB: NV INVERT Existing Underground Electric Existing Utility Pole 'O
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT IP IRON PIN SET
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS L LENGTH Existing Overhead Utilities Guy Wire -
S OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION DETAILS, "PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC LF LINEAR FOOTAGE
;' BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. PIPE AND BOX CULVERT LENGTHS RIGHT-OF-WAY" (PROWAG), CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS. LT LEFT Existing Overhead Electric Proposed Utility Pole k o
ARE REPORTED IN THE CONSTRUCTION DOCUMENTS FROM CENTER OF STRUCTURE TO CENTER lb POUND
` OF STRUCTURE, INCLUDING TRANSITIONS, HORIZONTAL AND VERTICAL BENDS. ALL PIPES SHALL RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%, BUT SHALL NOT REQUIRE LP LIGHT POLE Existing Overhead Telephone Iron Pin
BE RCP CLASS III, UNLESS OTHERWISE NOTED. THE RAMP LENGTH TO EXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MAX MAXIMUM
ALL PANELS OF THE RAMP MUST EQUAL THE SAME PERCENTAGE. MIN MINIMUM Existing Underground Cable TV ExistingFireH Brant -6-v WEEP HOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF REQUIRED, WEEP Y .
MONO MONOLITHIC
c HOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 3 OF THE STRUCTURE. ATTACH HARDWARE FLARES SHALL BE 10.0%MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE Existing Underground Fiber Optic.
CLOTH (ALUMINUM OR GALVANIZED STEEL NO. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE DIRECTED BY THE ENGINEER. ph MILES PER HOUR Proposed Fire Hydrant m
STRUCTURE WITH HEAVY DUTY CONSTRUCTION ADHESIVE OVER THE WEEP HOLE. PLACE A MTL METAL Existing Overhead Fiber Optic
o RAMP CROSS SLOPE SHALL NOT EXCEED 2.0%, OR THE ADJACENT ROADWAY SLOPE AS N NORTH/NORTHING Existing Drop Inlet Li
41 POROUS FABRIC BAG FILLED WITH ONE CUBIC FOOT OF NO. 78M STONE AT EACH WEEP HOLE MEASURED AT THE GUTTER PAN. WHICHEVER IS GREATER. NTS NOT TO SCALE Proposed Underground
AGAINST THE HARDWARE CLOTH. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. 0/H OVER HEAD Proposed DropInlet .
UTILITIES: MIGHT TURNA TURNING S TO CCHE ANA E DIRECTION OFF TRAVEL. THED TLANDING ALL CSHALLSBEHA RMINIME A UM OF 4AN 0C ON CENTER Proposed Overhead P l
• /
FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING DIMENSIONS WILL PAVT PAVEMENT
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE MATCH SIDEWALK WIDTH. THE LANDING SHALL NOT EXCEED 2.0%SLOPE MEASURED PC POINT OF CURVATURE Existing Storm Drainage
HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS. SIZES. DEPTHS. OR FOR PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EXCEED 2.0%OR PERM PERMANENT
COMPLETENESS OF UTILITY INFORMATION. ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARALLEL TO THE PG PAGE Proposed Storm Drainage
- PRIOR TO CONSTRUCTION AND VIA THE CITY UTILITY COORDINATOR AND CITY INSPECTOR, ROADWAY. PI POINT OF INT
THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITIES AFFECTED TO DETERMINE PK PK NAIL SET Existing Guardrail
UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED SAWCUTS: PP POWER POLE Proposed Guardrail
BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY PROP PROPOSED P
HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR PSE PERM SW ESMT Existing Fence ."�tN„OARO�"�.�
E. OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE PT POINT OF TANGENCY
RESPONSIBILITY. 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE PVI POINT OF VERT INT '4' oFEss/a �y9%
Proposed Fence �y
F. AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF r RADIUS '''a. SEAL
LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS PROPOSED CURB AND GUTTER. RT RIGHT Silt Fence -v. 031976
UTILITY OWNERS. VIA THE CITY UTILITY COORDINATOR AND CITY INSPECTOR, THE RCP REINFORCED CONC PIPE
a CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY TRAFFIC CONTROL. RELOC RELOCATE Proposed Safety Rail S'�Q F4's/N cQ
tt
AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY R/W RIGHT OF WAY °o9iF gJ.�'
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE "WORK Creek/Ditch s.
DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. THE S SOUTH
CONTRACTOR SHALL STAY A MINIMUM OF 5 FEET AWAY FROM ALL UTILITY POLES. AREA TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS.... SD STORM DRAIN
SF SQUARE FOOT Railroad Tracks
O FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL(0 1-800-632-4949. S/R FENCE SPLIT RAIL FENCE Accessible RampDomesRai
E SS SANITARY SEWER
O WARNING: OVERHEAD UTILITIES. UNLESS OTHERWISE NOTED FOR RELOCATION, THE STA STATION Tree Protection
CONTRACTOR IS TO WORK UNDER ALL EXISTING OVERHEAD UTILITIES. STANDARDS STD STANDARD SW SIDEWALK
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER TAN TANGENT Proposed Curb&Gutter,Conc.Drive,Sidewalk I
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS TCE TEMP CONST ESMT =
SHALL BE INSTALLED WITHIN CONCRETE BOXES. TEMP TEMPORARY Proposed Asphalt Pavement s
R THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TP TRAVERSE POINT o +, Y $
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. Proposed Rip Rap Ditch m o w
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. VIA THE VW TEST WIRE O- m o a
CITY UTILITY COORDINATOR AND CITY INSPECTOR, THE CONTRACTOR SHALL CONTACT PIEDMONT NCDOT STANDARDS SHALL BE USED. CHARLOTTE LAND DEVELOPMENT STANDARDS O V Z u C o
TYP TYPICAL • z
` NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD. Proposed Gravel
U/G UNDER GROUND o" z
NCDOT: UTE PERM UTILITY ESMT Proposed Pavement Removal r���1 I m u o
N EXISTING SANITARY SEWER AND WATER LINE: Vc VERTICAL cuRVE g
VERT VERTICAL Proposed Sidewalk Brid in Tree Roots 4 a
STD. NO.: TITLE: Bridging� PRIOR TO THE BEGINNING OF ANY WATER AND/OR SANITARY SEWER WORK, CONTACT THE W WEST
v' CHARLOTTE WATER PROJECT MANAGER, AND AN INSPECTOR WILL BE PROVIDED FOR WORK 200.02 METHOD OF CLEARING-METHOD II W/ WITHr 0
300.01 METHOD OF PIPE INSTALLATION Sidewalk Cross Slope Transition f o
i OVERSIGHT. WM WATER METER 6
654.01 PAVEMENT REPAIRS W VAULT WATER VAULT Asphalt Milling Q
a WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL 840.14 CONCRETE DROP INLET WV WATER VALVE ` Or 'm 'm
B USE CARE IN WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS 840.16 DROP INLET FRAME AND GRATE 60p SIXTY PENNY NAIL SET m° ° v°
,, DAMAGED. THE CONTRACTOR SHALL IMMEDIATELY REPORT THE PROBLEM TO CHARMECK 311 840.31 CONCRETE JUNCTION BOX • FOOT B o
„, AND THE CHARLOTTE WATER PROJECT MANAGER AND INSPECTOR, AND REPLACE THE SEWER 840.35 TRAFFIC BEARING GRATED DROP INLET INCH B o I
OR WATER LINE WITH CLASS 350 DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE A 1101.01 WORK ZONE ADVANCE WARNING SIGNS C. a
MINIMUM OF 18 FEET OF SANITARY SEWER AND/OR WATER LINE WITH CLASS 350 DUCTILE 1101.02 TEMPORARY LANE CLOSURES
IRON PIPE WHEN ANY OF THE MINIMUM SEPARATION DISTANCES OUTLINED IN THE SPECIAL 1101.04 TEMPORARY SHOULDER CLOSURES
- PROVISIONS FOR THIS PROJECT ARE NOT MET. ALL WATER VALVES, WATER METER BOXES, 1101.11 TRAFFIC CONTROL DESIGN TABLES
a AND WATER VAULTS AFFECTED BY THIS CONSTRUCTION ARE TO BE ADJUSTED TO THE 1110.02 PORTABLE WORK ZONE SIGNS / 4 Z
B FINISHED GRADE BY THE CONTRACTOR. 1135.01 CONES
•
�Wy7!
c 1150.01 FLAGGING DEVICES 9
WATER AND SEWER MAINS ARE TO REMAIN ACTIVE DURING CONSTRUCTION. IF THIS IS NOT 1205.01 PAVEMENT MARKINGS
POSSIBLE, THE CONTRACTOR SHALL FOLLOW CHARLOTTE WATER PROCEDURES AS OUTLINED IN 1205.04 PAVEMENT MARKINGS-INTERSECTIONS
` THE DESIGN MANUAL AND SPECIAL PROVISIONS REGARDING OUTAGES, TEMPORARY WATER 1205.08 PAVEMENT MARKINGS-SYMBOLS AND WORD MESSAGES H W
I SERVICE AND BYPASS SEWER PUMPING. ALL PLANNED OUTAGES ARE TO BE COORDINATED W ^ F
WITH CHARLOTTE WATER, WITH A MINIMUM OF 72 HOURS NOTICES TO THE AFFECTED CHARLOTTE: FF-I 0
RESIDENTS AND BUSINESSES. 4o STD. NO.: TITLE: 0
61 SANITARY SEWER AND WATER SERVICE LATERALS ARE NOT SHOWN ON THESE PLANS AND 10.17A STANDARD CURB AND GUTTER 0 .a
WILL BE ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR 10.17C CURB AND GUTTER i
j COORDINATION WITH CHARLOTTE WATER PERSONNEL TO ENSURE THAT ALL EXISTING SERVICES 10.22 CONCRETE SIDEWALKS
ARE RELOCATED AND KEPT IN SERVICE. THIS WORK IS INCIDENTAL TO ALL CONSTRUCTION 10.25B COMMERCIAL DROP CURB TYPE II DRIVEWAY WITH PLANTING STRIPWg ACTIVITIES. 10.35A STANDARD PLACEMENT OF CURB RAMP AND GENERAL NOTES
10.35B TRUNCATED DOMES PLAN AND CROSS-SECTION
SUBSURFACE PLANS: 20.SSA NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE CA A W
20.00B NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE 0/ ©
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE 20.00C NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE O
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. 20.03 BRICK DOUBLE CATCH BASIN 15"THRU 36'PIPE �y Q
20.29 OVERLAPPING STORM DRAINAGE/SANITARY SEWER EASEMENTSMINIMUM A
MAIL BOXES: 30.20 EMBANKMENT MATTINE G DETAIL EMENT REQUIREMENTS FOR STORM DRAIN PIPES -
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE 40.02 TREE PROTECTION DETAIL I..
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH 50.04A SAFETY RAIL i N En
THE U.S. POSTAL SERVICE. 50.04B SAFETY RAIL WARRANTS O
w 50.14 PIANO-STYLE CROSSWALK -.1 ^ /
`THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ 1/ '.
1/8" GENERAL NOTES:
r 1. A GROOVE JOINT 1"DEEPVNTH1/8"RADII SHALL BE REQUIREDIN THE CONCRETE SIDEWALKAT10' • ILDcwD 1 (H_
° INTERVALS. ONE1/2" EXPANSIONJOINTWILLBEIREQUIREDATINTERVALSOFNOTMORETHAN45'raEw ccacrrc E war nur. ANDMATCHINGEXPANSION/CONSTRUCTIONJOINTINADJACENTCURB.ASEALED1/2"EXPANSIONPaD.a' l �:__:___� JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
cwannc 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6"THICK.nee.BICYCdE PAD r�s ' +5 ' PAD("nlKx 4" 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'.WIDTH OF
IF RECURS) -H3'-i..-1�1f•-9 1'I+ p A .
TRRSH REtTcPrAGiE GI .. SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
'...7
R/w-----� avr ° 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL STREET
- -1 t , SECTION,A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING C
. - I rmo' =�'- STREETS.1.:.: .-. .. {EAjSDNN smEwAuc ADA SPME -"^_ " °
5 ;Tc REMAIN - DAM SINI]DIUKE 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI.IN 28 DAYS. L© 00
--j-__J 3._._., 11!1 ._CM [YCYCiERR3 RAC( 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE 0 ;;
IF 3E011IRED GROOVE JOINT IN SIDEWALK THESE STANDARD DIMENSIONS SHOWN. •• T N N
I - 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. FO i �'-N
�n51]!c SIDEWALK +'el
1rvrtiH rAR1Es1 �� 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS IN v �\ 4 a01i N
y � A MAXIMUM OF 1/4"FROM FLUSH. A ^ a a.m z
,-: 1.EW J EcdS R'PAFSENT 1IINIdUM °�
S:I YLANTInG STRIP STANDARDS,VARVAPDI[S Y,:]ST BE E V i
!A:,..:_:. VAi�3 APPROVED TFtliCJGH CRl i AND(LOT
x• ]i::i, • •RB PRB1Eci LIANAGER. 1/8"RADIUS �''e a E"T.
T
g
f I- - .4 H yi}`I STREET EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:1 E `"
o ..IE]p5T&c cORB de(AMER- 1/8"TO 1/4" g
io py Vi6'% T°REw'In• /I I WIDTH RISE CROSS-SLOPE `"
i 4' 4" 1.56% he
e. 4" 5' 1" 1.67%
H 6' 14' 1.56%
i us1/2"EXPANSION JOINT 8' 14' 1.56%
11 rx
m n
2
- - APPROVED DATE _ I I JOINT FILLER 1.50%(2.00%MAX.)
WAITING PAD WITH 5'XIO' BOX SHELTER 1/2 rcw
R , •• .• • • rPROPOSED CURB&GUTTER
c WITH PLANTING STRIP TRANSVERSE EXPANSION
-----Feu�rriievr
« I 55.0.03A 1 . JOINT IN SIDEWALK
PROPOSED 4"CONCRETE SIDEWALK m
DETAILS SHOWING EXPANSION JOINTS r= '
r
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TRANSVERSE EXPANSION JOINT s 4
NOTES: NOTES: TRUNCATED DOME PLAN VIEW
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Tc 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS.FOR VALLEY GUTTER, ' 1 !2;
w A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED.JOINT SPACING MAY BE ALTERED 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR EMBEDDED TRUNCATED DOME SPACING z
PRODUCT APPROVED BY THE CITY ENGINEER.RETROFIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH -o
n BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION(IE.RESURFACING). 1
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. <
S WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1 1/2"SHALL BE OBTAINED. 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH,BUT NOT LESS THAN THE WIDTH OF =
3 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS,AND ADJACENT TO ALL RIGID OBJECTS. SIDEWALK LEADING TO BACK OF RAMP.
JOINTS SHALL MATCH LOCATIONS VMTH JOINTS IN ABUTTING SIDEWALK. 3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL.
$ 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I.IN 28 DAYS. 4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS. 50%-65%OF BASE DIAMETER III-ayyy Z
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR TO THE • 0
GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING SURFACES ARE PROVIDED
i7
6. TOP 6"OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100%STANDARD PROCTOR DENSITY. ON A SURFACE WTH A SLOPE THAT IS LESS THAN 5 PERCENT,DOME ORIENTATION IS LESS CRITICAL. F-I
6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY VMTH ADJACENT GUTTER,STREET OR HIGHWAY,OR 7 \ I1 0.2" W ili
PEDESTRIAN ACCESS ROUTE SURFACE;EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT.ON THE TRYON STREET MALL, (~
FRENCH GRAY IS TO BE USED. 5"1
0 7. IF PAVERS ARE TO BE USED,PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE VMTH A 2-INCH MINIMUM THICKNESS,SET 0 Ir,
0.9"-1.4"
ON A THIN-SET MORTAR ON TOP OF 4"THICK 3600 PSI CONCRETE BASE. 0 -
., 8. MATS ARE TO BE RIGID WITH TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
6 � F'I
9. DIMENSIONS PER NCDOT 848.06 TRUNCATED DOME SECTION Z A
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1. PIPE RAILING&POST: SCHEDULE 40 GALVANIZED STEEL PIPE MEETING THE RAIL CONNECTION FES OR HEADWALL
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3. JOINTN: ALLM FIOTHD JOINTS ARE TIA BE EITHER IGN WELD FIXED ALL AROUND AND ''.I�I,1-/
r GROUND SMOOTH OR COMMERCIALLY DESIGNED FIXED JOINT SYSTEMS
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TOP OF OR ADJACENT TO RETAINING WALLS,THE SAFETY RAIL SHALL 27�• 4Lari
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• I
LANE WIDTH(L) LANE WIDTH(L) LANE WIDTH(L) LANE WIDTH(L)
L/2 L/2 L/2 L/2 L/2 L/2 L© o
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EDGE OF PAVEMENT � 4°' d :4'1'1
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3 1. PER MUTCD STANDARDS,WHEN CROSSWALK LINES ARE USED THEY SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK.THEY SHALL BE NOT LESS THAN 150 0
MM(6 IN)NOR GREATER THAN 600 MM(24 IN)IN WIDTH. BOLLARD NOTES:
1. ALL BOLLARD POSTS TO BE REFLECTORIZED.
x 2. IF TRANSVERSE LINES ARE USED TO MARK A CROSSWALK,THE GAP BETWEEN THE LINES SHOULD NOT BE LESS THAN 1.8 M(6 FT).IF DIAGONAL OR LONGITUDINAL LINES ARE 2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM OF 5 FEET.
rn USED WITHOUT TRANSVERSE LINES TO MARK A CROSSWALK,THE CROSSWALK SHOULD NOT BE LESS THAN 1.8 M(6 FT)WIDE. 3. REFER TO PLANS FOR LOCATIONS OF BOLLARDS.
i
3. IF USED,THE DIAGONAL OR LONGITUDINAL LINES SHOULD BE 300 TO 600 MM(12 TO 24 IN)VNDE AND SPACED 300 TO 1500 MM(12 TO 60 IN)APART.THE MARKING DESIGN SHOULD
AVOID THE WHEEL PATHS,AND THE SPACING SHOULD NOT EXCEED 2.5 TIMES THE LINE WIDTH. SQ tN„BA RO',� OF ES S iQ �
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.!• .",• •%�i�•�•%�•% a �•%.•%.•,•.•,i.•%�•,.•.•�•.•,' SECTIONS) [� ,,
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'A —III—III—III—_III—_III—_III—_III—III 44 —III—III—III—_III—_III—_III—_III—_III—_III—��./ SUBGRADE 1. WHEEL STOPS TO BE EQUIPPED WITH C Q
11—III—III—III—III—III—III—III— Q III—III—III—I I I—I I I—I I I—I I I—I I I—I I I—III- RETROFLECTIVE MARKINGS. Ed W
1I I=III—III III III—III—III—I 1 —III—II I-1I1-III III III III II1-1I I-1 2. PERPENDICULAR RACKS MAY ALSO BE USED, F+ /,
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

N SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXT1LE DEWATERING DIRT 00I
GEOTEXTILE DEWATERING m BAG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
DIRT BAG WITH n
STABILIZED OUTLET. K I 2. INSTALL GEOTEXTILE DEWATERING DIRT BAG,AS APPROVED.
10
3. INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
OR Series
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
BY-PASS PUMP OUTLETS I 4. PLACE UPSTREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA.BEGIN
- -31"[7$7] - MODEL GRM45 WITH ENERGY _ __ BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.
Beck Access DISSIPATOR, TYP.
BARRIER FREE; BI-LEVEL i I'GDB 5. PLACE DOWNSTREAM IMPERV OUS DIKE FOR S REAM PUMP AROUND OPERA ON. BEGN DEWATERING
San[3.3p] ^waif@I THE ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAYS WORK.
PEFESTAL NIOUNTE[] ` 6. PERFORM STREAM REPA R WORK IN ACCORDANCE TATH THE PLANS.� ,�5~ • QRINKING FOUNTAIN Q�� 7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR �© p
' `a 5 COFFER DAMS.REMOVE IMPERVIOUS DIKES COFFER DAMS,PUMPS,AND TEMPORARY FLEXIBLE HOSE. 0 N
(DOWNSTREAM IMPERVIOUS DIKES COFFER DAM FIRST). u
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l _ IMPERVIOUS I 8. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK DAY. THE rjj e
f DIKE, TYP. n '� IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT Fq -N
�I OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE v Q N
LOCATION OF THE IMPERVIOUS DIKE(S)FOR EACH DAYS WORK. /^` W s,U
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—! ',Z 9. REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE ^ z
4 I DISTURBED AREA WITH SEED AND MULCH. aA O -
~~ "mg r PUMP AROUND GENERAL NOTES e W .:7Fi
v + I m 1, ALL STREAM WORK TO BE PERFORMED"IN THE DRY"OUT OF STREAM FLOW EITHER BY a U L.s
'Valve SpecIFCations: 11 m PUMP-AROUND OR STREAM DIVERSION WITH SILT CURTAIN. z o U
.Mirllmumlb'aximum Pressure II 0o Id T 2. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW.
w 30to10OPSI. • I I g
f a MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.THIS INCLUDES ■I M N
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w -� -� / 4. GRADED STREAM BANKS SHALL BE STABIUZED,WITH MATTING.PRIOR TO PREDICTED RAIN FALL
T
EVENTS,UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
a 82^ -- DEWATERING PUMP
N 1$ [35) 0 FOR SEDIMENT LADEN I 5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
WATER WITHIN WORK AREA
g [2'13]{ OPTIONAL-PF PET FOUNTAIN 6. REFER TO HE PROJECT SPECIFICATIONS FOR AOOITONAL NOTES.
+'� DETAIL \ z
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6" � / F EDGE OF-"------1 ..A DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END u
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STA.109+79 TO STA. 109+94
GROUND 00 I
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1 ' - -2' 1 ' 2' SPECIAL'V'DITCH
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9 12'WIDE CONCRETE SHARED USE TRAIL TYPICAL SECTION NO.#2 (Not to Scale)
16'WIDE ASPHALT SHARED USE TRAIL Front
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ALIGNMENT BEGIN STATION END STATION , Ground 21 D F\a o
-L1- 106+15.30 106+96.72 Min.D=2.0 Ft.
` -Li- 113+40.13 117+19.73
3 -L1- 107+22.25 109+79.16
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12' WIDE CONCRETE DRIVEWAY TYPICAL SECTION NO.#4
CURB EXTENSION & 10'WIDE CONCRETE SHARED USE TRAIL 6"REINFORCED CONCRETE WITH MICRO FIBER REINFORCEMENT
ALIGNMENT BEGIN STATION END STATION ® 6"CONCRETE DRIVEWAY m $
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E -L1- 106+96.72 107+22.25 PROPOSED 2"ASPHALT CONCRETE SURFACE COURSE,TYPE 59.5B AT z 8 N o "a
m AN AVERAGE RATE OF 220 LBS.PER SO.YD. Ens z m
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SECTIONS FOR PROPOSED SUPERELEVATION. 0
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TYPICAL SECTION NO. #5 / PROJECT SPECIFICATIONS. Z '
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6. MAINTAIN LOCATION OF EXISTING EDGE OF SIDEWALK IA A py
TYPICAL SECTION NO.#6 7. REFER TO DETAIL 10.25B IN CITY OF CHARLOTTE LAND 81
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-L1- 121+66.18 121+78.18 / _
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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4g DIVISION OF HIGHWAYS
Note: invert Elevations indicated are tor Bid Purposes only and shall not be used for project consrrrection sink soot. =
See"Standard Specifications For Roads and Structures,Section 300.5".
LIST OF PIPES,ENDWALLS,ETC: (FOR PIPES 48 INCHES& UNDER)
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GRAPHIC SCALE IN FEET
00 I
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CURVE TABLE //'
E CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT -�11 /
:::::1
31 /
FC1 9.00' 6.94' N25'ST38"E 6.77' 4410'09" 3.65' ��1 / _ cs�PNC2 9.00' 7.00' N2690'15"E 6.83' 44'35'24" 3.69' jGN \N SN�Q•(6iINr^ Cyo n © o1i C3 95.10' 5.85' N45'54'59"E 5.85' 3'31'23" 2.92' @fIP gEE i I�r I I ONC4 199.15' 10.61' N45'40.52"E 10.61' 3'03'08" 5.31' / \ ----- I` - " IIpp ^/ \ '•o DORA ANN HO8 \ DORA ANN HOOD, \ DORA ANN HOOD, _- 'C: 110+91:J 'A •• pN \ I I / Fq = 2�'zC5 9.59' 5.49' N30'49'19"E 5.41' 32'46'14" 2.82' DORA ANN HOOD, \ DORA ANN HOOD, L,¢ d/b/a ADH LEASING /
d/b/a ADH LEASING d/b/a ADH LEASING d/b/a ADH LEASING d/b/a ADH LEASING ' �Ni / vi
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u DB 8320 PG 050 tract 5
4.
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/ , 2109 N.DAVIDSON STREET ch rT.Nrr= �_ 4' \
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\ I y $ BACK OF SIDEWALK \ \ a
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A. \ m i� I OF GAS LINE --- •DJUST LINE �RN r "a'%
' r BEG; \I '•CTI• __-- L- WATER VA E/H i u� 0 PROPOSED BUS PA• / - �1J o.�'',o NOTES:
\ •i1�' - PRIVATELY-OWNED BACKFLOW \ /// SIGN TO BE RELOCATE.
\� N I�;"�.7!i.•�q� R
\� 9 - -L1- TA_ •84 \ '�'•� XI�ING POLE TO REMAI s "I� '4•e�$/q�t,"o 1) ALL PROPOSED POLES, '
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-- - \ sy i MEANDER-AROUND POLE •'
__ �•arJ'•.W/ DURING CONSTRUCTION 2100 N DRV1050N ST LLC/ \ Pa i 2� PROPOSED RETO REM • \ 1,1
yU WILL BE PLACED BY 25 ST '$o4-N R�("�'+�
I '� /I \ STA:107+00.71 C/O LAT PURSER ANB'AS OCIAT=S INC �s .WALL 1 I\\ T hF„ -- .% EXTPROJECT/512-14005a OQSS/ /y'•.- *" - - - OFF:14.43'RT / 'C i SUPPORTIVE HOUSING COMMUNITIES IN• TO PROTECT UTILlT1ES.. v :2 moo`' ay990 .� i TAX CODE:083-048--8'I., \ I I 2) ALLOLD POLES,ANCHORS, y "/ �LRUBBER SPEED BUMPS 2 APPROXIMA =LOCATION OF TAX CODE:083-048-09 SEE SHEET RW-Ol - SEAL c
j _ ( DB 31933 PG 501 I N AND GUY WIRES WILL BE _
i _ OI EXISTIyGPRW ATELV-OWNEDAMA H�6fISTING TI TIMER-WALL D8 13155 PG 955 MEANDER AROUND POLE&ANCHOR REMOVED BV 25TH ST EXT 03197fi
, STA:107+13.21 BACAfFLOW PREVENTER;DO 2100 N.DAVIDSON STREETS\ 2120 N.DAVIDSON STREET _ '?i ,+ P
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K 0'VC K:1 VC K: CC 30' T
20'VC 20'VC 60'VC 30'
u nn n v. n m e gig "•O n n 'g i na ,`! 7d '.8 0 1 H
" +m '"•4 +? +m +m 9• +e +a +_ � +°gym `+� +m +°�' S o m N
700 ,td _ Sw `w $w SW S 170o Ns
w ea b sa = z U m<
a 6w am a 4- a.Sv "� a
�
mm ww Y w 0 5 mm unA ' 3
o`.
696 0 696 j 4
o ao
0
m m
0.07R 0.71% BEGIN 25TH STREET EXTENSION 6 i c c
a 692 L89% _ O �--'9 0 `6 z 0.00 G -0.32R PROPOSED SURFACE(BY OTHERS) 692 G o ' v o
24TH STREET 1.99A = •1 -o.49R o <
m 4.a9%
0.54X
EXIST WATER
6� DEPTH UNKNOWN 6� 1� Z
/,! EXIST.WATER O
c EXIST.GAS DEPTH UNKNOWN O ENO CONCRETE PAVEMENT �� - a W
3 DEPTH UNKNOWN TIE TO 25TH STREET EXTENSION PROJECT _ WWW
2 EMT.WAS (BV OTHERS) El W .a
OEPN1 UNKNOWN
STA:109H1.11 r, F•TI
0 B.IN CONSTRUCTION - ELEV:698.88 nq EI .. ICI
0 684 s :19s+se.e3 684 E• ,�/
EL :689.fi0 BEGIN CONCRETE PAVEMENT W
TIE TO EXISTING SIDEWALK
N STA:108+1530 O 0 W
ELEV:fi90.fi6 L W
A 680 680 Z dlT4
CA A
676 676 Q P.
A
s
872 872 Ed= in o
"� 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 /� ;
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ I it IIHI / / -- — BEGIN SAFETYRAIL�_ \\ V
` /� o 1 I / STA:113+45.98 (PROPOSED RETAINING WALL#2. GRAPHIC SCALE IN FEET
-� l I LI m /�, OFF:10.48'LT I SEE SHEET RW-01 0 10 20 40 4,
. I P / / U / PROPOSED 33LF O
�^ �• _ / SAFETY RAIL \ -\ Q �T/1
_Al 1'I I /' ps \ SEE DETAIL 1 SHEET 2B
i I
III / END SAFETY RAIL FOUNTAINSA DDA HOLDINGS
\\\ // II II I 1 - ISTA:113+78.55 LLD:,
1yl"p' c-,I I / OFF:10.50.LT TAX CODE:083-053 8
I '1 I I N DB 1279 PG 160 -
PARALLEL TRACKS WHIN
- // L / DB 2211 PG 184
��-----'� / III ' \ \ --.CITY
REMOVED. PARCEL 420 E.26th.STREET
_ry I I I I -- --
1 ---- -
i II_ 1 \\ - - OPE LAN€---------- o
— — // E_NE II . �I� �) I �� •SLR .F A° — r - 03
o ^_ N
/ ��,e,�HISV IIW9 B7•�. � � Q I- O
EE cn FENCE —/ I■ :M -1i3+00 1 I F t14+00-\ 1.111111 ~ W
—//— 1 I���i�. Ilia. �4 Id= i -.e_ _ =N d v"z
— IN .I..-— A °'.��� C?" d C e
`--DEf'AO EXISTING n� eAa:�I'LIr .�� - _ - c p, _ sL,o
MODULAR CONORE', D I� � /__ - i .� - ____ e �//1��/�� .a E"t
-° RETAININ/0 WA 1 I'I �I'��•I o.Ifi I ` �- -- - ---- --PROPERTY LINE p• z U
r ----- ���I I I REMOVE AND E i
TIE PROPOSED 24"RCP PIP I ' RELOCATE 242 LF
—_ Im 1 1 REMOVE RAILROAD TRACKS—INTO EXIST C8 051 n I OF EXISTING g
_ �4 I I FENCE +78.11 N
w 1 TO114+89.98 he
-
- — FOR TAP a 1, m I ill I REMOVE TREES
o •SOFT DIG TO VERkE JI i ' W, BEGIN ASPHALT ——-
i \\ • EXISTING GAS LIME-,\ I11 IF `^ 1/ R TIE TO SIDEWALK —— PROPOSED-DYTCH
'11 it
I (� -SEFDETAIL A SHEET 2H
m \\�\ /rI ` -L1-STA:113+40.13 iE N\ \,,\ 1 11 I 7 PROPOSED(1)BOLLARD. z
\ \ II II".T,�,�O I I SEE DETAILS,SHEET 2C. o
___ DORA ANNHOOD, — --- sa- G4 pc 14 I
d/b/a ADH LEASING III1� 1 I I r
3 TAX CODE 083-047-09 ` / I BEGIN FENCE REMOVAL NOTES:
' DB B PG 050(tract 4) \ 1 O f 11 1) ALL OLD POLES,ANCHORS,AND
\ / I 6TA:113+25.83 GUY WIRES WILL BE REMOVED BY
o 2121 N.DAVIDSON STREET / —
IY/ I.I r OFF:22.96'RT - 25TH ST EXT PROJECT/512-14-005
N _\ 11,
IL; /'7' -- 2) OLD UNDERGROUND PEDESTAL
1 - \il
L ABANDONED BY 25TH ST EXT
x ` I / PROJECT/512-14-0OSmI I PROPOSED GAS LIN� '
_ _ f J/ I II PLACED BY 25JH ST ///
—� 1 L—— — \ v, H I i' wry o
s '-- ° --1 °�+ PROJECT`512-14-005 � -
m ` F��,RADA CARBONIC
\ m I a I I C. / — wTANUFACTURING COMPANY
r. \ I it= •�E 1 'D'• / mtom E TAX CODE:083-053-09 6
6 ,.. . / OEI -I--/ DB 3372 PG 043
46 \ .4I44 �E / 1 II 1 >�CE j// I 2201 N.DAVIDSON STREET
--- - - ; ,1
----- GIs .. 1 (5•v
s 1 �1,111
II Il
�I a°oQAN EssR'l''�•
i ———— • 1 / I a s DOE 10,:,,s,.
_ 4 SEAL
`\�----- 1 • 111+15.82 k00 03197fi
AAA
5 700 700
0
F
m 696 -696 s
N4. o a o
k. o
"" END 25TH STREET EXTENSION r+ i a N \
w d PROPOSED SURFACE(BY OTHERS) $8 EM o a c o
.o 1
y, 692 BEGIN ASPHALT PAVEMENT m 692 F
nE TO 25TH STREET EXTENSION
O PROPOSED SURFACE(BY OTHERS)
A Y:ELE650.42 .- I 4 0
688 t2
h r-Q tO 688 m o 0 ,0-
, NAm,m 4 2 ; c V 2
G _ ___ Ps, m2 �•51» - o o $ s
684 — — o+�"° i 684
_ 0.52% 0 O W
3 — _ II WW ��77
680 — 1— 1 T — -- ----- ----�680 H
Vi1__T_—____ ------------- PA
O P.
676 /) — 1 676 O Z W
A EXIST.24"RCP ST(25TN$T)J PROP.24"RCP ST PROP.24"RCP ST Z.y
INN 674.7 J PARALLEL TO TRAIL PARALLEL TO TRAIL FFF���111••.111 O
672 (( pp 672 UJ A a
EgST.8"DI s(25111 98� TIE PROPOSED 24"RCP PIPE INTO EXIST CB 0510 5 Q Pr
> EXIST 2"GAS(25TH ST) A
m MATERIAL UNKNOWN
666 APPROXIMATE ELEVATION. 666
9 PENDING VERIFICATION FROM UTILITY OWNER. [-
4t 7 In
a 666 666 N O
111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 ys
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

I CURVE TABLE \ / / °F / \
\/ \
/ x�� fir
CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT \
C7 200.00' 50.58' N36'43'01"E 50.45' 14'29'26" 25.43' / °�\� \\ I
a C8 200.00' 36.40' N2415'27"E 36.35' 10'25'41" 18.25' �-� <'y /-fii<,Ch�« •
C9 100.00' 13.67' N15'07'43"E 13.65' 7'49'47" 6.84' PROPERTY LINE '�
- - / / �'� I GRAPHIC SCALE IN FEET
- �' / 0 10 20 40
E I ` ---AFT-1'-0FCHARLOTTE OD -- /
rl TAX CODE:083-053-15 FOUNTAINS NODA HOLDINGS __/ hh /
\!;sir",, _f+ E.28101 PG i66 / /
W E.25TH STREET LLC. CITY OF CH RLOTT�"� �'----/ /
TAX CODE 083-053-OB TAX PARCEL:083-052-09 1
u OO ``��,, DB1279 PG160 DB2819 PG166 I =1
DB 2211 PG 184
...,!!.1 -\ (area inside existing h \ 1 L© o
o C i ^ -- \ -_- -_---- 420 E.26th.STREET --_- road right-of-way)/ 1 0
N
1
4 �. \\��\ \ — RR TRACKS WITHIN TCE TO — o / — 1 •,
1� \ \� URBAN TRAIL CROSSWALK T N m er
i ^ ; �\ �\ BE REMOVED AS — / _ 1 of °E FO i -env
cp a, c ��\ \ NECESSARY FOR GRADING / \�2 SEE DETAIL SHEET 2C M1 G OF 1 o q d N
a /. \ate\\ \ _ _ —
of/" "°°<6 1 , `.4
o %AOel �VZ y� \\ r �' \ , of-MILL I
\ C '� _ _ _---�- �� �� \ - "' / -.OE'�� \ \ \ \ e J END FENCE REMOVAL \ \ �� ���� p6 : k !! — '
�� - ev
STA:115+51.01 / \� \ C `a OFF:27.97'RT ��\\ \\ \ a N` \ s \ \ r- RrPf \ ��
FLORIDA CARBONIC \ �\\ \\ /\� \ ,�. /77j%O 0 0 ,° �y \°f \� PROPOSED DITCH
MANUFACTURING COMPANY v i „.,\ // �O SEE DETAIL B SHEET 2H
PROPOSED DITCH \ O - �� -4 1 ` '',,N( o
TAX CODE:083-053-09 „ i
g DB 3372 PG 043 SEE D TAIL A SHEET 2H �\ \� — \ J \
\ \ 4 ` \ \ CITY OF CHARLOTTE
0 2201 N.DAVIDSON STREET �\ \\ _a n� \ \ TAX PARCEL:083-052-09
1/.4/1�i� y \ DB 28101 PG 166 a1 ?yor PROPERTY LINE �\ \ a\ \\ 7 e \ \ a
it
CI
BEGIN REMOVAL OF \� \ / F _/81. a' _��_ e F e - e _ e_ e% I_—`,a
I(1 Z.
>'< _ 2AILROAD TRACKS \ itur ,,,,\ �I \�\'---��C7 \\ _� �eGE F • �c ., -F --- I - m Z m
P. 'L1-STA:115+67.21 \ - �' � •; -P A21 N TTI >
EXISTING FENCE \ \ �5- -.-_,-CA:U sca = N
m Q % SHALL NOT BE \\ "O�" e '_ —'— �.�.�»-.-- ', �-�-'_' -- _ IT7 -4 F
5 DISTURBED OR \ \ -'_ - 1T1 y a
TROLLEYS INVESTMENTS,LLC / MOVED DURING \ , F - o
TAX CODE:083-05310 CONSTRUCTION \` / \— e F — GE 'E N
0
0
DB 22780 PG 217 PROPOSED(1)BOLLARW / —��� `_ -- -_ - P _ O z
`0 2221 N.DAVIDSON STREET / SEE DETAILS,SHEET 2C�/ �—F F e F —� e -� - O
\ 8;' MILL DISTRIC - RTNE- LLC °� //q�\°ck "",0 OA ROB
al GJ OPOSED 6'SHARED USE TRAIL TAX PARCEL:!)8 :. -06 \\\\\ a '-�° ",OQS E937 Y/y'•.
i Q �.r ,.� (Ll J DB 12195 PG 542 \ TEXTILE RUBBER&CHEMICAL COMPANY,INC .0 e9F oi, 9
i /CHAIILLCRRSU4 0 /
\ 0 D31976
DB 23858 PG 235 // \ '., NECESSARY FOR GRAD! N/A g F a A:
u 2229 N.DAVIDSON STREET rh \ °�99 4'61 WE0 V,S
um
o I
-L1- HIGH POINT ELEV: 683.27
HIGH POINT STA:116+89
692 Par-51,'1o+82 692
PM ELEV.683.38
a PM STA:1'5+47 681.50 K:19.9 PVI STA:118+88 PM STA:119+39 --
m PM AD O,86% 408VC PM ELEV:681.79 PM ELEV:681.69
K:115,96 - - AD:1.28% AD:1.57Z 5 j m
rn 100'VC 2 m ,, K:31.29 K:18.72 ,� o
u 688 +� S n n 40'VS _ 29'MC 688 z,a, t
N em 8N m
C. mm ri ..?, zoo
684 w w 26TH STREET y� -tO 684 F u,
a. _ m Lad h m d o
1.3896 _ — —— 27X- m m 8
m
o— —~ — -
680 680 Ri n _—-- - a >:si
i 'o 2 a `a
o
t 676 676 Z
3MST.WATER O
DEPTH UNKNOWN W
F'I
672 672 F't
O Fi gV]
op aw
668 668 Z Z W
cA
s 664 664 g .. 4
A
s.
a F-
660 660 = N O 7
`� 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 Jw
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

GRAPHIC SCALE IN FEET z // V ��\ sV AA �� A',P
H / •
V A \\ \ • 1 V3 •g. � A
- `�:` \\ \ I \\ 1 IIf IIII\ \-\eEi*\
CURVE TABLE -- ---- MILL DISTRICX PARTN V\\�T\ \ 1 I I I \\T GAv - .`��
o -- TAX PARCEL:083-052- / \ kyss, / I I DB 34732•~ ' --
/- DB 1735SPGJV / I I 1sd _-_
CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT �� / 421 ° \ 1 I 'B
/ GRADE TO DRAIN 'T 1 \ I WO SAFETY RAIL
C10 439.76' 271.78' N6'29'27"W 267.47' 35'24'35" 140.39' \\ / / / \/ /// 1 /4 'tr'A:124+43,39' �
NC11 439.76' 271.78' N6'29'27"W 267.47' 35'24'35" 140.39' / -- ---- \ . sAFE,p/'RAIL Oa /' 's_� - ice«
\V / ST!r2.a-.17 - SAFETY,RAIL 2'� 1 --
'II g
C12 300.00' 112.77 N13'25'38"W 112.10' 21'32'13" 57.06' --__- -FUNRE lUM-YR 11.. . SEE DETAIL 1 SHEET-^.'i „�'1 - / > �Q N
a: _ / FLOODPLAIN\ IFS _ GE- _
T /
/ f- r PGE p1
i of / \\\ // /� / ✓ r G, . . 12 H °' a 16'
/ END SAFETY RAIL / - / -�VS, \ �\\ // n 1D p'' u �L'o
11 CITY OF CHARLOTTE \ / // / �- - - / e 12 \ -- N A] F i
g TAX PARCEL:083-052-09 of / STA:121+92.59 / F // - - N A CU a a
s PROPERTY LINE 1 DB 28101 PG 166 = A 1',22 47_-7 / OFF:13.88'LT/ /\\ e j \y i� ----\ _ O L� z p U r \ $TA:121+59.91 OFF:20.O T / / / -- ^� �, p o
u 1 OFF:20.08'LT . cr,> / _ / �j _--- F g� \ 'd:
8 1 PROPOSED 58 LF / -- '� / / � /r ---
1 / �i- . ' • g
SAFETY RAIL�- / e / '� �
PROPOSED DITCH 1 SEE DETAIL 1 SHEET ��� ----- / / - F ,, k /� `'\\/"
a SEE DETAIL B SHEET 2H 1 _ _
- - / //--� -- III \ .( \ \\-- / ABANDON 145 LF OF
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m p BEGIN SAFETY RAIL �`\\\ - -- - -: F -�� \1 /
t ^ cPb: e 1 STA 121+35.85 e `�\\\\ ® F i=F-� �� --- -111 1 ya rl~� FUTURE 100-YR FLOODWAY
4
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a p� ��GE §
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DB 1.•03 PG 457 1 / SAFETY RAIL
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�' I \ SEE DETAIL 1 SHEET
c 1 \ Q/ 2B /
/ / / / REMOVE EXIS BRIDGE
--OPERTY LINE / y STA:121+83.5a - /
5 / / / OFF:20.61'RT :Iii,,,,,,,
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/ STA:121+0.88 Y 8 W REALTY COMPANY "as"" SS/ F/y''./ OFF:20. 'RT �� PROPOSED 12' TAX PARCEL:083-051-03 .2 Oyq9TEXTILE RUBBER R C .MI COMPANY,INC BEGIMISAFETY IL/ / CULVERT DB 3923 PG 972 - EALTAX PARCEL:1:3-052-07 /STA:12 491 / SEE STRU PLA 2414 N.BREVARD STREET - 1976 e
/ SHEET ^S0��` 0 S-03DB 16903 PG 457 OF.4 82'RT P %g, A:=/ MBILLSLLC Q'E D8 3023 PG 341 / / °y'�7EE JGQ��'
N 2321 N.DAVIDSON STREET / / I T�X ARCEL:083-051-04 ''F 5�.
/ Z DB 28031 PG 805 S.
v / / I / 01 N.DAVIDSON STREET
/
-L1-
1C)
692 692
d a
2 PM STA120+13 Ig>
mPVI E:1163 0.38PM STA121+37 t
7 688 AD:1.13R PM ELEM679.60 PM STA:122+18 688 _ u
K:61.71 AD:0.54R PM ELEM678.65 V
70'VC K:74.06 AD60.3ex 5
40'VC K:194.41 #
w 8 70'VC LOW POINT ELEV.675.85 a' `2, m - - LOW POINT STA: 124+41
p m us m m m 2 PM STA:124+12
i 684 +w +w 28 N PM ELEV:873.89 684 % u
P n 5 AD:1.92X 7-1
0
K;5206
4 via �� .5m -m 100'VC rn 3>
_E.e4 = In2
m 680 --• _____ .s3X E$ f 680 $o a a x s
N m
m 2 a `a
c _ _ - 6-- ;y
\ - -1.53X m
--
� -_ � /� 0.39% 676 Z 676 � - -- - -t
51
672 lJ \�� 672 (~
o H CD v2
i 0 PROP.144"RCP 24zConcrete24"ConcrCulvertete Box Culvert REMOVE 36 LF ABANDON 145 LF .Is"RCP 18"G.IV RCP 0 A W
2 INS 670.94 EXISTING 15"CMP ST EXISTING 15"CMP ST INNS 1372+- (~ Z
668 668
E IST.12'PVC SS CA A M
MATERIAL ERIAL UNKN G 4
S 664 INM 887.23 664
A
s
Ti
F
660 660 = 00 O
`� 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 „
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ TIE PROPOSED CONCRETE TO PB 6 ED 10 $Y C 11��� - ----
EXISTING SIDEWALK TO 25T1I- - --- \/ - / CD
I I 4 m /// ,1 0 . SEE SHEET PM-03 FOR ADJUST WATER
O - I 1 / 1// ,.,/ %i/ / \ PAVEMENT MARKING METER -
STREET LIGHT RAIL STATION l P OPVI 10'SHARED USE b 4.,- 'f/ \ ! FROPOSED_2S-CURB
o �� I iCQN'1 TI N(-Y6-) !� �/��/ '�\ �� _ _REMOVAL NOTE - - - _. TTER
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C. " _ _ -
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24 BCP • IRE HYDRANT
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m -Y6-STA:600+00.00 - - I- �� +�- _,�� - r•- - q Y6 STA:604+71.08
F _ m 0.24
w __ - 1.. 080 �` �T - ABANDONED MANHOLE / = - -BD3+22 6J QQ
m �RORD D XCLT AT-GRADE / m ���/ - �� m 1 m , 602 QQ REMOVE AS NECESSARY __I $Q +QQ ii Ii 1 (�Q4+ \
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I�1 it/� �• c E ADJUST
RAIL ATTA RED 0 �P-.�9•S u /BN 10 ,/ so leek WATER 1 g
/ CULVERT E /�7 I/��ISI C ! I METER I REMOVE EXISTING d 1 61 o
DETAIL,-SH FOR /I/ / V 1 11 I 1 Z / r^� m 1 e�- / ATTA DE IL / /1 ri.s; 1q1 ASSBWPRRA GE ra S S - CATCH BASIN
/ /. c, I / / - 5£E\ IL SHEET 284- Q ^�,�C /f
P - Y 1 CITY OF CHARLOTTE I I \ +
m CITY OF CHARLOTTE // \ SEE SHEE��2 F / / TAX PARCEL:083-051-08 SEE UTILITIES- 61
/ \ \ \\ FOR G gM61NG \ 0 \ BY-OTHERS PLANS
t TAX PARCEL:083-051-0$'�?' /,$tomF 1 \ \ III�LLLL \ DB 26101 PG 166y / & Aa1�\ DgTA S , f / \\ I \\ PROPOSED TREE PROECTION
s' S DB 28101 PG 166/ // /
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

i .v. v.
GENERAL NOTES PROJECT NOTES CONSTRUCTION PHASING STANDARDST . ----\
A)ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL SIGNING AND PAVEMENT MARKINGS. CONSTRUCTION PHASING: 1101.01 WORK ZONE ADVANCE WARNING SIGNS le I
OF THE CHARLOTTE DEPT.OF TRANSPORTATION(CDOT)WORK AREA TRAFFIC CONTROL 1101.02 TEMPORARY LANE CLOSURES
HANDBOOK(W.A.T.C.H.),THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.),THE NORTH 2.CONTRACTOR SHALL ONLY WORK ON ONE CORNER OF AN INTERSECTION AT A TIME. 24TH STREET ROW: 1101,03 TEMPORARY LANE CLOSURES
CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)SUPPLEMENT TO THE M.U.T.C.D.,THE NCDOT ROADWAY USE WATCH DIAGRAM#26 DETOUR PLAN FOR CLOSED ROAD(USE FOR MINOR STREETS 1110.02 PORTABLE WORK ZONE SIGNS
STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS 3.DURING THE HOURS OF 7:00 AM-9:00 AM AND 4:00 PM-6:00 PM MONDAY THRU FRIDAY CONSTRUCTION OR ONLY)AND WATCH DIAGRAM#2 SIDEWALK DETOUR/DIVERSION.INSTALL CROSSWALK 1130.01 DRUM
AND STRUCTURES. MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WILL NOT BE ALLOWED ON STRIPING. 1150,01 FLAGGING DEVICES
THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH APPROVAL FROM CDOT. 1250.01 PAVEMENT MARKERS
B)THE CONTRACTOR IS TO NOTIFY CDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE NORTH DAVIDSON STREET:
OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH SECTION 3 OF 4.THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME,UNLESS OTHERWISE USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON WATCH DIAGRAMS =N
THE W,A.T.C.H.HANDBOOK. INSTRUCTED BY THE ENGINEER.THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE BLOCK EACH DAY IN PAVEMENT).INSTALL BIKE CORRAL STRIPING;MAINTAINING A MINIMUM OF TWO(2)10. #2 SIDEWALK DETOUR/DIVERSION
ORDER TO DECREASE THE AMOUNT OF BACKFILL. TRAVEL LANES IN BOTH DIRECTIONS. #4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON PAVEMENT) Smog
C)ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT;PRIOR TO #6 WORK AREA IN TRAVEL LANE(MAINTAINING 2-WAY TRAFFIC) NI
REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS,THE CONTRACTOR SHALL NOTIFY THE CDOT 5.IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO REMAIN 25TH STREET: 26 DETOUR PLAN FOR CLOSE ROAD(USE FOR MINOR STREETS ONLY) 0 V.
IMPLEMENTATION SECTION MANAGER(GUS JORDI/336.7086)A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE. OVERNIGHT,AREA SHALL BE BACKFILLED IN ACCORDANCE WITH DETAIL"A"(THIS SHEET)OR TRAFFIC BEARING USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON ._
TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION/SHIFT IS COMPLETE AND STEEL PLATES SHALL BE USED. PAVEMENT).BEGIN TRAIL CONSTRUCTION. = No N
READY FOR ACTIVATION.FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES,REFER TO
PROJECT NOTES. 6.PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT.THEY ARE TO BE v ^ W E N
26TH STREET ROW:
USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS. ". x '-,.i
D)THE CONTRACTOR SHALL BE REQUIRED TO FURNISH,INSTALL,RELOCATE,AND MAINTAIN ALL TRAFFIC USE WATCH DIAGRAM#26 DETOUR PLAN FOR CLOSED ROAD(USE FOR MINOR STREETS ° ^ u,7
CONTROL DEVICES,SIGNS,BARRICADES,WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND 7.TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT.TO A TRENCH AT EXISTING GRADE, ONLY)AND WATCH DIAGRAM#2 SIDEWALK DETOUR/DIVERSION }
DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. MEASURED FROM THE SIDE FACING TRAFFIC. NORTH BREVARD STREET: W T '-4-
USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON m ''
E)CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H.DIAGRAMS OR STANDARDS 8.MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 20 FT.IN TANGENT AREAS,20 FT.IN TAPERS,
PAVEMENT).USE WATCH DIAGRAM#6 WORK AREA IN TRAVEL LANE(MAINTAINING 2-WAY Pw
BE USED IN ONE AREA OF CONSTRUCTION.CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL AND 10FT.IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS. TRAFFIC).INSTALL CROSSWALK STRIPING DURING OFF-PEAK HOURS. 7 o V
BE MOVED,SUPPLEMENTED,CHANGED,OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION �'
PHASING OF THE PLANS.THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE 9.WHEN USING TYPE III BARRICADES WITH SIGN(R11-2)ATTACHED, BARRICADES SHALL BE OF SUFFICIENT
ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE LENGTH TO CLOSE ROADWAY. ■mmo A
TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP.
10.WHEN USING TYPE III BARRICADES WITH SIGN(R11-4)ATTACHED,BARRICADES SHALL BE OF SUFFICIENT DIAGRAM 4 VV5-1 W21.4
F)CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR LENGTH TO CLOSE 1/2 ROADWAY. WORK AREA ON SHOULDER ROAD ROAD
A VERTICAL CREST OR HORIZONTAL CURVE,THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE (MINOR ENCROACHMENT ON PAVEMENT) NARROWS WORK
BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET. 11.WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5 FT.FROM THE EDGE OF TRAVELWAY,USE WATCH DOWNSTREAM TAPERAHEAD BUFFER TAPER
DIAGRAM#9.
50' VARIES 175' 100' 100' 100'
G)OFF-DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR (275') (125') (200') (200')
CONTROLLING TRAFFIC DURING CONSTRUCTION HOURS. 12.WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE, o
FLAGGER(S)AND FLAGGER SYMBOL SIGN(S)(W20-7A)SHALL BE USED AS DIRECTED BY THE ENGINEER TO ((275')) ((250')) ((350')) ((350')) i
H)THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL-MAINTAINED SLOW AND/OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA.SIGN W20-7A SHALL NOT BE -I a:
SIGNS,BARRICADES,WARNING AND/OR CHANNELIZING DEVICES.ON CONNECTING ROADS,ALL BARRICADES, DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT. F
SIGNS,WARNING,AND/OR CHANNELIZING DEVICES SHALL BE MOVED,SUPPLEMENTED,CHANGED,OR 0V /�
REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER. 13.THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED O O O O 0 0 O O 0
PAVING OPERATION. 10'MINIMUM
I)WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE
REQUIRED SIGNS,BARRICADES,WARNING,AND/OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED 14.INSTALL ADVANCE WARNING DEVICES FOR RIGHT LANE CLOSURE ACCORDING TO NCDOT STD.1101.02 AND 20'
BY THE ENGINEER. 1101.04 (40')
J)THE CONTRACTOR SHALL CONTACT GUS JORDI,IMPLEMENTATION SECTION MANAGER(704-336-7086)WITH 15.CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE ((40)) m
THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION(CDOT)TWO WEEKS PRIOR TO BEGINNING ANY PLANS OR AS DIRECTED BY THE ENGINEER.
WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL - o
DEVICES BY THE CITY. 16.AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY,THE DIFFERENCE IN ELEVATION BETWEEN F-
LANES SHALL NOT EXCEED 1 INCH. o
K.THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG
TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED 17.FLAGGER(S)AND FLAGGER AHEAD SYMBOL SIGN(S)(W20-7A)MAY BE REQUIRED TO DIRECT TRAFFIC 100' NOTES:
THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. F (200') - o 0
L.THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING ((350')) 1.SPACING-25 M.P.H.OR LESS
PAVEMENT MARKINGS IN ACCORDANCE VMTH SECTION 17 OF THE W.A.T.C.H.HANDBOOK OR AS DIRECTED BY 18.THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS. ROAD o 0
THE ENGINEER.THE CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE ME (((SPA )30 035 M.P.H ARROW PANEL DISPLAY(IF USED)
DIRECTED BY THE ENGINEER. 19.THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED ((SPACING)) M.P.H
W21-4
BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAY'S OPERATIONS.
2.TYPE III BARRICADE REQUIRED AT ALL TIMES. LEGEND
M)THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS 4••••H„CA Ro�''o,
OTHERWISE SPECIFIED IN THE PLANS,PROJECT NOTES,OR BY THE ENGINEER, 20,REFER TO NOTE 12 AND SEE DETAIL"A"(THIS SHEET)REGARDING BACKFILLING AGAINST EDGE OF 3.NO ADVANCED SIGNAGE REQUIRED IF 6'OR MORE OF 0 CONES/DRUMS •.••�a`S FEgg/,Z�yL,
TRAVELWAY. CLEARANCE IS MAINTAINED FROM EDGE OF PAVEMENT. I--I TYPE III BARRICADE QS,E9/171.6
Qo yq9'�N)CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR _ e
PROPERTY THROUGHOUT THE PROJECT LIMITS,INCLUDING REASONABLE INGRESS AND EGRESS FOR 21.INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE4,WHEN EXCAVATING WITHIN 4'OF THE EDGE OF VEMENT,THE T SIGN -BUSINESSES.SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS. PROJECT.SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS, ®WORK AREA y.',./
Q••
ADJACENT LANE SHOULD BE CLOSED TO TRAFFIC USING OTHER NE V
0)THE CONTRACTOR IS TO NOTIFY(BY MAIL)ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT 22,ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY,UNLESS APPLICABLE DIAGRAMS UNLESS BRACING OR SHORING IS USED. i ARROW PANEL ,. S Ss
ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING OTHERWISE INSTRUCTED BY ENGINEER. 5.IF BIKE LANE IS PRESENT THE PROPER CLOSURE IS
DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES.NOTIFICATIONS REQUIRED USING SIGNS AND CONES.REFER TO DIAGRAM 31.
SHOULD INCLUDE CONTACT PERSONS NAME,TELEPHONE NUMBER,EMAIL ADDRESS,AND MAILING ADDRESS.
DIAGRAM 6
P)THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY(AT A WORK AREA IN TRAVEL LANE
MINIMUM)TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY. THE CONTRACTOR SHALL COORDINATE WITH CATS AND CDOT TO IDENTIFY SAFE BUS LOADING AND (MAINTAINING 2-WAY TRAFFIC)
CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL UNLOADING ZONES FOR SCHEDULED STOPS ALONG NORTH DAVIDSON STREET AND ALL OTHER ROADS W5-1 W21-4
TIMES DURING PERIODS OF CONSTRUCTION INACTIVITY. ROAD ROAD
IMPACTED BY CONSTRUCTION.CONSTRUCTION TO ACCOMMODATE SAFE LOADING AND UNLOADING ZONES. WORK
DOWNSTREAM ARROWS µMD &
CO DURING PERIODS OF INACTIVITY OR AT NIGHT,EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS TAPER TAPER 6
TO BLOCK SIDEWALKS,TRAFFIC CONTROL DEVICES,OR THE MOTORISTS'VIEW OF TRAFFIC.EQUIPMENT SHALL I.. 50' BUFFER 100' 100' 100'
BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE. VARIES 175' (125') (200') (200') u
(275') ((250')) ((350')) ((350')) rn
R)WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY,THE ` ../ ((275')) u p
TWO OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED.TRAFFIC CONES CAN BE USED FOR THIS
PURPOSE DURING DAYLIGHT HOURS;REFLECTORIZED CONES OR DRUMS MUST BE USED AT NIGHT.TRAFFIC -I -I a I
SHALL NOT BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT TRAVELWAY WORK ZONE _ 0 O /////////////// T 0 O '
MARKING CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT IS WORKED O O O 1 Q1•0 O i '.,-
OUT WITH THE ENGINEER IN ACCORDANCE WITH SECTION 16 OF THE W.A.T.C.H.HANDBOOK.IF THE ENGINEER CI
APPROVES TRAFFIC TO CROSS THE CENTER LINE DURING CONSTRUCTION INACTIVITY,ONLY REFLECTORIZED 1 INCH 0 10'MINIMUM 0 - I E'
DRUMS MUST BE USED. O O Oe
0 O O O 00 O O 00 C:
S)THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR / 10'MINIMUM P.' g CI m
APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT 1 m z a O x, 2
DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE W.A.T.C.H.AND THE M.U.T.C.D. 8.1�'�'E M (p,) N o I •,-'...a i o
UNTIL SUCH REQUIREMENTS ARE MET. F- I- ((40')) a
T)ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF
TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET(INCLUDING WIDTH OF DRUM).IF A DETAIL A I TAPER BUFFER
DROPOFF EXISTS WITHIN THE WORK ZONE,CONTRACTOR SHOULD FOLLOW SECTION 10 OF THE W.A.T.C.H. I 100' 00' 100' 175'1 _ __
HANDBOOK PERTAINING TO ADJACENT LANE CLOSURES DUE TO DROPOFFS. I_ (200') (200') (125') (275') VARIES DOWNSTREAM I' Z
N.T.S. ROAD ((35(Y)) ROAD ((35(Y)) ((250')) ((275')) TAPER Il Il O
U)THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN.THE CONTRACTOR SHALL WORK NARROWS 50' j/] O
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE.WHEN A CONSTRUCTION '
Km i.
PHASE IS DIVIDED INTO STEPS,THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN W21-4 W5-1 F I.I 0 W
SEQUENCE.(EXAMPLE:THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO SIDEWALK ( SM.GLOM AG 1 W W
PHASE II;THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 Il W �••I
OF PHASE I).ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, CLOSED CROSS SS II NOTES:
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EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS.
WORK ZONE C41/
C39 1.SPACING-25 M.P.H.OR LESS 0 0
V)THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN ANY 24"x12" (SPACING)-30&35 M.P.H o o I.� Q V
ONE DIRECTION. (R919) (R9-11) ((SPACING))-40 M.P.H o o C)
W)CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN 2 TYPE III BARRICADE REQUIRED AT ALL TIMES. ARROW PANEL DISPLAY(IF USED) : 4 �V .�,
THE SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN.IT WILL BE ACCEPTABLE TO V
CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS • I 3.IF CLOSURE IS LONG-TERM(SEE SECTION 17),PAVEMENT LEGEND CA
SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCE FROM • 0 CONES/DRUMS• MARKING SHALL BE REVISED TO MATCH THE TRAFFIC PATTERN. CA A F�]I
TRAVEL LANES. DRUMS ON CENTERLINE ARE NOT REQUIRED IF PAVEMENT
MARKINGS ARE REVISED, I-I TYPE III BARRICADE o
X)THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII(PEDESTRIAN CONSIDERATIONS)OF THE -1- SIGN o W
�W.A.T.C.H. } 4.WHEN EXCAVATING WITHIN 4'OF THE EDGE OF VEMENT,THE ®VVORK AREA _` V A
II ADJACENT LANE SHOULD BE CLOSED TO TRAFFIC USING OTHER 80
APPLICABLE DIAGRAMS UNLESS BRACING OR SHORING IS USED. i ARROW PANEL 1••1
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5.IF BIKE LANE IS PRESENT THE PROPER CLOSURE IS Know what's below. Pi o
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EROSION CONTROL Y moo-
SEDIMENT AND EROSION CONTROL PROCEDURES STORM DRAINAGE NOTES CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL 1. PRIOR TO CLEARING AND EARTHWORK ACTIVITIES,THE CONTRACTOR SHALL OBTAIN AN APPROVED GRADING PERMIT 1. ALL STORM DRAINAGE PIPE TM HIN PUBLIC ROAD RIGHT-OF-WAYS TO BE CLASS III REINFORCED CONCRETE PIPE PER •C I
MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPUCABLE NCDEMLR EROSION MD SEDIMENT FROM THE NCDEMLR INSPECTOR AND THEN INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS INDICATED ON NCDOT STANDARDS,UNLESS OTHERWISE NOTED. CONSTRUCTION SEQUENCE:
CONTROL REGULATIONS. THE DRAWINGS. DURING EACH PHASE OF SITE CONSTRUCTION THE CONTRACTOR SHALL ADJUST,RELOCATE,AND/OR
REINSTALL AS APPUCABLE ALL EROSION CONTROL DEVICES AND SEDIMENT DISCHARGE FROM THE SITE. 2. FLARED END SECTION INVERTS ARE SET AT OR SUGHTLY BELOW EXISTING GRADE. VERIFY ELEVATIONS IN FIELD THE FOLLOWING CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL GUIDE FOR
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROUNA EROSION PRIOR TO CONSTRUCTING PIPE SYSTEMS. PREPARATION OF A SEQUENCE OF CONSTRUCTION EVENTS. ADDITIONS,DELETIONS,AND
AND SEDIMENT CONTROL REGULATIONS,U.S.DEPARTMENT OF AGRICULTURE,AND U.S.SOIL CONSERVATION SERVICE 2. SILT FENCE AND TREE PROTECTION FENCE SHALL BE MAINTAINED MOUND THE PERIMETER OF ALL EARTHWORK MODIFICATIONS SHOULD BE MADE AS APPROPRIATE.
REGULATIONS. AREAS TO PREVENT SEDIMENT TRANSPORT ONTO ADJACENT PROPERTIES,AS APPLICABLE. 3. A MINIMUM GRADE OF 0.50%SHALL BE MAINTAINED ON ALL PIPES.
3. ALL CONSTRUCTION WORK SHALL BE IN COMPUANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE 3. SILT FENCE FILTER BARRIERS SHALL BE INSTALLED AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND 4. PIPE LENGTHS INDICATED ON PLANS ARE APPROXIMATE ONLY. PHASE 1:
ELIMINATION SYSTEM(NPDES)STORM WATER GENERAL PERMIT. LANDSCAPING IS INSTALLED. 1. THE CONTRACTOR SHALL SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH
w 5. ALL INLETS MUST BE PROTECTED AT THE CLOSE OF BUSINESS EACH DAY. NCDEMLR EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
iFA4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES 4. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP AND REPAIR ALL EROSION DAMAGE AFTER DISCOVERY AND ,�'-,�
ILURETIVITTO SCHEDULEISUCH ISSNSUBJECE TO NLRS PRIOR TO ANY LAND DISTURBING
INSPECTOR MINIMIZE EROSION.THE CONTRACTOR SHALL MAINTAINBEER RMED CONTACT WITH THE AGES OF EROSIONTRCONTROL REINSTALL ADEQUATE CONTROL MEASURES AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE. 6. NO PIPES ARE TO BE INSTALLED AND LEFT OPEN OVER NIGHT. ALL PIPE WORK MUST BE CLOSED AND PROTECTED ACTIVITY IS A VIOLATION MD SUBJECT FINE.
50 THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. AT THE CLOSE OF BUSINESS EACH DAY. L© G
5. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER 2. CONTRACTOR TO MAINTAIN ALL EXISTING EROSION CONTROL FEATURES AND INSTALL SILT N
r 5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING MY 24 HOUR PERIOD. ALL SEDIMENT 7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE FENCE,INLET PROTECTION,SEDIMENT BASINS,DIVERSION DITCHES,AND OTHER MEASURES 0
WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.CONTACT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL STABIUZATON HAS BEEN OBTAINED. INSPECTOR. AS SHOWN ON PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
8PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL •• T N C
MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING. 6. STABIUZATON MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE 8. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE THE. i o
3. SCHEDULEECTOAN THE INSPENTION BY DMCRL INSARINGCAND. WHEN APPROVED,AY •o ••N
p CONSTRUCTION ACTIVITIES HAVE TEMPORARILY TY OR IONOFPERMANENTLYTHE CEASED,BUT NO CASE MORE THAN E DAYS INSPECTOR ISSUES THE GRADING PERMIT MD CLEARING AND GRUBBING MAY BEGIN. '-N
E8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,RELOCATED WHEN AND AS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS BEEN TEMPORARILY OR PERMANENTLY 9. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 4 v N
O NECESSARY,AND SHALL BE CHECKED AFTER EVERY RAINFALL.SEEDED AREAS SHALL BE CHECKED REGULARLY AND CEASED. _ 'r"
w SHALL BE WATERED,FERTILIZED,RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 10.EFFLUENT FROM DENATURING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT 4. CONTROL CONTRACTOR SHALL DIUGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION �p /^` w V
7. CONSTRUCTION POINT OF ACCESS TO UNIT DEPOSITS OF EARTH AND OTHER HAULED MATERIALS ONTO THE DEVICES AND STRUCTURES.
TRAPPING DEVICE,OR BOTH,AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS i CO*.7. STABBJZATION IS THE BEST FORM OF EROSION CONTROL ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE ADJACENT LOT. THE CONTRACTOR SHALL ROUTINELY CLEAN ALL SEDIMENT DEPOSITS AND DEBRIS FROM ROADWAY OR OFF-SITE PROPERTY.
w5. THE CONTRACTOR SHALL NOT BEGIN WORK THAT CANNOT BE STABILIZED BY THE END OF F.
STABIUZED SHALLIMBE ONT SOILED AND OHS.PERMANENT TEMPORARILY OR PERMANENTLYDESTABUSHMENT IN ACCORDANCEI REQUIRED THE NORTH AS THEY OCCUR. THE WORK DAY.
TO PRO A SEDIMENT CONTROL ACCEPTANCE. SEEDING AND GRASS IS PRIOR 11.MATERIAL USED FOR BACK-FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND C rl H"i
a TO PROJECT COMPLETION AND ACCEPTANCE. PROMOTE STABILIZATION. 6. ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH U., r
N DAY. EQUIPMENT SHALL BE MAINTAINED TO PREVENT FUEL,OIL,AND LUBRICANT SPILLS p'' Z g u
B. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FOLLOWING 12.RESTABIUZATON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL o
COMPLETION OF ANY PHASE OF GRADING.PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE REGULATIONS. IN THE VICINITY OF A STREAM. pz
w PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION. 7. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITIi EROSION 8
O. 13.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL ■- N
c 9.
STABIT ZATIONRON RAFTER THE TE MPORARY MMEASURES ARERNO LONGER D.TRAP
PED SEDIMENT AND TENAL SITE MAINTENANCE PLAN 14.I CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN EROSION AND SEDIMENTATION PERMIT FROM THE NORTH MEASURES. he DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY CAROUNA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES FOR MY NEW OFF-SITE BORROW AREA.THE PHASE 2•
j STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. CONTRACTOR MAY USE AN EXISTING BORROW AREA PROVIDED THAT IT IS CURRENTLY PERMITTED UNDER THE
SEDIMENTATION POLLUTION CONTROL ACT OR THE MINING ACT. 1. BEGIN EARTHWORK/GRADING ACTIVITIES. BEGIN GRADING OF FILL SLOPES. MAINTAIN
10.WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE,THE ROAD SURFACE SHALL BE AND VERTICALLY ADJUST ALL ROCK CHECK DAMS,INLET PROTECTION DEVICES,
c CLEANED THOROUGHLY AT THE END OF EACH DAY.SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING I.ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED BY THE CONTRACTOR FOR STABILITY AND AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN DRAINAGE
14 OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.STREET WASHING SHALL BE ALLOWED OPERATOR FOLLOWING EVERY RUNOFF PRODUCING RAINFALL,BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY ' PATTERNS.DITCHES, CONTRACTOR TOH ENSURE ALL EROSIONINGA CONTROL MEASURES DO AIN
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. OT
ADVERSELY AFFECT CCNSTRUCTABILITY OF PROJECT PER TRAFFIC CONTROL PLANS. z,
11.WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE 2.MAINTAIN EROSION CONTROL DEVICES AS FOLLOW: I' O
SOIL BY CONSTRUCTION TRAFFIC,IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION. .IFMPXRARY NIT FFNCF-REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME 2 AS EARTHWORK ALLOWS,BEGIN INSTAWNG STORM DRAINAGE STRUCTURES AND i
aPROPOSED DITCHES.AS STORM DRAINAGE IS INSTALLED,CONTRACTOR SHALL PLACE -
o INLET PROTECTION ON ALL STORM STRUCTURES AND REMOVE INLET PROTECTION )FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.AVOID UNDERMINING THE FENCE.
12.ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION.INEFFECTIVE PROTECTION DEVICES SHALL BE •TEMPORARY CHECK DAM-REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE GENERAL EROSION CONTROL NOTES WHERE EXISTING STORM DRAINAGE ID REMOVED. NO PIPED SHALL BE LEFT EXPOSED c
% IMMEDIATELY REPLACED AND THE INLET CLEANED.FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. TO CHANNEL VEGETATION.ADD STONE TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.• AT THE CLOSE OF BUSINESS EACH DAY.
13.DURING CONSTRUCTION OF THE PROJECT,SOIL STOCKPILES SHALL BE STABIUZED OR PROTECTED WITH SEDIMENT THE RNEXT RAINFN DRAIN ALL.PROTECTION-REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR 3. DIUGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
TRAPPING MEASURES.THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT •TEMPORARY IIIVFRCKIN OITJ{-INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK CONTACT WITH THE CITY INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
SITE. OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY STABIUZED, 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER EACH PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. -
URAINFALL EVENT,AND REPAIR IF NECESSARY,TO ENSURE THAT ALL EROSION CONTROL MEASURES ARE FUNCTIONING
x REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND. PROPERLY.
4. AS CONSTRUCTION PROGRESSES,INSTALL PERMANENT EROSION CONTROL MEASURES m
3.ALL GRADED AREAS WILL BE SEEDED,FERTUZED AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE SUCH AS RIP RAP APRONS,VELOCITY DISSIPATORS,CHANNEL LINERS,GRAVEL BASE
2. STABILIZATION OF DISTURBED AREAS SHALL PROGRESS WITH PIPE INSTALLATION.AT NO TIME SHALL PIPE
m PLAN TO MAINTAIN A VIGOROUS,DENSE,VEGETATIVE COVER WITHIN FOURTEEN(14)DAYS OF COMPLETION OF ANY INSTALLATION PROGRESS MORE THAN 500 FEET AHEAD OF FINE GRADING,SEEDING,AND MULCHING OPERATIONS. COURSE,ETC.
2 PHASE OF GRADING. WK ON THE PROJECT TM
° ALL DISTURBED A EATS F SSHALL HAVE TEMPORARYCEASES VE VEGETAT GROUND COVERFOR MORE THANEESTABUSHED ANDE LENGTH
ROOSION OCONTROL 5. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE G
GRADING DEVICES MAINTAINED. 3. THE CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE INSTALLATION. COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS AFTER THE
`° 4. DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE GRADED DAILY TO PREVENT PONDING OF STORM COMPLETION OF ANY PHASE OF GRADING. ALL AREAS UPON WHICH NO FURTHER
CONTACT FOR MAINTENANCE: JOE FREY [phone](CITY PROJECT MANAGER) WATER RUNOFF AND UNNECESSARY SOIL EROSION. LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED oz
GABE DOBBS [phone](CONSULTANT) WITH PROTECTIVE COVER WITHIN 21 CALENDAR DAYS.
.15 5. THE ROADWAY CUT SHALL BE BACKFILLED AND STABILIZED AT THE END OF EACH WORK DAY WITH STONE MATERIAL,
r AND GRADED TO MATCH NORMAL GUTTER LINE ELEVATIONS AND SLOPES SO THAT NORMAL DRAINAGE WILL BE 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
1. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING PROVIDED. THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL U.S.
CONSTRUCTION.AT LEAST 48 HOURS PRIOR TO ANY DEMOUTON,GRADING,OR CONSTRUCTION ACTIVITY THE Al DEPT.OF AGRICULTURE,CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,AND THE
CONTRACTOR SHALL NOTIFY THE NORTH CAROUNA ONE-CALL UTILITIES LOCATION SERVICE AT 1-800-632-4949 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING ABOVE AND BELOW CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
FOR PROPER IDENTIFICATION OF EXISTING UTIUTIES WITHIN THE PROJECT SITE. Tom,. GROUND UTILITIES AND STRUCTURES.ANY AND ALL MAINS OR INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION
j 2 CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES,CURB&GUTTER,PAVEMENT, SEEDING SCHEDULE AND SEEDBED PREPARATION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. PHASE 3•
LANDSCAPING,ETC.THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT 7. SECURE EXISTING SANITARY SEWER DURING TRENCHING AND BACKFIWNG OPERATION. 1. AS AREAS ARE BROUGHT TO FINISHED GRADE,CONTRACTOR TO INSTALL FINAL ,,,,,,CA n,
LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM. ,�Q4VI RQl�5
GRASSING AND STABILIZE ALL SLOPES PER THE EROSION CONTROL NOTES AND
8. SEEDING AND MULCHING IS REQUIRED FOR ALL DISTURBED AREAS. DETAILS. /*O FEES/0 y
3. AU.AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. � `*00 'pq'y
/ 9. THE CONTRACTOR SHALL NOTIFY CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT AND PIEDMONT NATURAL GAS _ o. SEAL S
SFFNING SfNFnTlI F 2 CONTRACTOR SHALL COORDINATETROLWITH THE EROSION CONTROL INSPECTOR PRIOR TO
4. CONTRACTOR IS RESPONSIBLE FOR DU INSTALLATION AND CTMAINTENANCE L ALL EROSION CONTROL DEVICES SHOWN COMPANY,INC.PRIOR TO EXCAVATING AT OR NEAR SEWER MAINS,WATER MAINS,AND GAS MAINS. REMOVAL OF EROSION CONTROL MEASURES. 031976
ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION AND APPROVAL. 1. SEED,MULCH,AND FERTIUZE AREAS ACCORDING TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARD 30.17E1 S qi F. Q,
B. IN ORDER TO ENSURE PROPER DRAINAGE,MAINTAIN A MINIMUM 0.50X SLOPE ON THE CURB. (SEE SHEET EC-2). 10.WHEN EXISTNG FENCES ARE MOVED DURING CONSTRUCTION,THE CONTRACTOR SHALL SECURE PETS WITH TEMPORARY %q 'Y6H NEE p:
Ea FENCING UNTIL PERMANENT FENCING IS RESET. .'.y 0�.
8 6. ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD,ROOTS,ROCKS,BOULDERS OR ANY OTHER 2. PROTECTIVE COVER MUST BE ESTARUSHED ON ALL DISTURBED AREAS,GRADED SLOPES,AND FILLS WITHIN 14 ,F S. S``�
NON-COMPACTIBLE SOIL TYPE MATERIAL UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS REFUSE CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. 11.THE CONTRACTOR IS TO MAINTAIN CONTINUOUS SANITARY SEWER FLOW AT ALL EXISTING SANITARY SENORS.
mo• DEBRIS DERIVED FROM ANY SOURCE. 12.THE CONTRACTOR IS TO MAINTAIN CONTINUOUS WATER SERVICE TO ALL RESIDENCES.
7. AU.CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.REFER TO THE PAVEMENT CROSS-SECTION 13.ANY STOCKPILING OF SOIL ON PAVED SURFACE SHALL HAVE SAND AND OR ROCK SCREENING UNDERNEATH AREA.
o DETAILS TO ESTABLISH THE CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS. FFORFD PREPARATION 14.CONTRACTOR IS RESPONSIBLE FOR AMENDMENTS TO PLAN FOR ADDITIONAL AREAS FOR STAGING PURPOSE. ACREAGE SUMMARY
gl B. ALL CONTOURS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO 1. GRADED SLOPES AND FILL-THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE SUCH AREAS WILL BE STABILIZED.
GROUND BREAKING. WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.
IN ANY EVENT,SLOPES LEFT EXPOSED SHALL,WITHIN 14 WORKING DAYS OF COMPLETION OF ANY PHASE OF 15.THE CONTRACTOR SHALL NOT BEGIN WORK THAT CANNOT BE STABIUZED BY THE END OF THE WORK DAY AND SHALL
9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. GRADING,BE PLANTED OR OTHERWISE PROVIDED IMP GROUND COVER,DEVICES,OR STRUCTURES SUFFICIENT TO NOT LEAVE ANY STORM DRAINAGE PIPES OPEN OVERNIGHT.PIPES MUST BE CLOSED AND PROTECTED BY THE END OF T
° RESTRAIN EROSION. THE WORK DAY.
i 10. THE LIMITS OF CLEARING SHOWN ON THE GRADING AND EROSION CONTROL PLAN IS BASED ON THE APPROXIMATE1. PROJECT DISTURBED AREA A 1.71 ACRES s
CUT AND FILL SLOPE UNITS,OR OTHER GRADING REQUIREMENTS. 2. GROUND COVER-WHENEVER LAND DISTURBING ACNVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE 16.ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH DAY. EQUIPMENT SHALL BE o
n ACRE,IF MORE THAN ONE CONTIGUOUS ACRE IS WITHIN14 UNCOVERED,A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MAINTAINED TO PREVENT FUEL,OIL AND SE LUBRICANT SPILLS IN THE VICINITY OF A STREAM. G j
N 11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. W O
MUST BE PLANTED OR OTHERWISE PROVIDED 14 WORKING DAYS ON THAT PORTION OF THE TRACT UPON (n o N
WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. 17.PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF CONSTRUCTION OCCURS ` J i a Hn r \
12. COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS KITH THE CITY OF CHARLOTTE INSPECTORS. DURING THE SPECIFIED SEASON IN THE VEGETATION PLANS AND SPECIFICATIONS. IF NOT,PERMANENT VEGETATION m o
a 3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS. SHALL BE PLANTED DURING THE SPECIFIED SEASON. < m
d 13. ALL DEBRIS FROM CLEARING OPERATIONS SHALL BE DISPOSED OF IN A LEGAL MANNER. 1 o
4. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3'DEEP. TOTAL SEEDBED 18.CONTRACTOR IS TO USE NO.57 STONE WHERE STONE IS REFERENCED FOR ALL SEDIMENTATION AND EROSION Fs-
JO 14. HAUL ROADS USED DURING CONSTRUCTION SHALL BE OUTSIDE THE STREAM TOP OF BANK TO THE EXTENT PREPARED DEPTH SHALL BE 4'TO 8'DEEP. CONTROL DETAILS. Q
POSSIBLE.HAUL ROADS SHALL FOLLOW THE NATURAL CONTOURS OF THE TERRAIN IF POSSIBLE.A 6'COURSE OF
•
z• /5 STONE SHALL BE SPREAD OVER HAUL ROADS IN AREAS THAT ARE SUBJECT TO WET CONDITIONS.PROVIDE 5. LOOSE ROCKS,ROOTS,AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM 1HE SURFACE SO THAT THEY WILL NOT 19.ADDITIONAL EROSION CONTROL MEASURES AND CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD - f 4
86 SUBSURFACE DRAINS IN SEEPAGE AREAS OR SEASONALLY WET AREAS. / CONDITIONS.
U INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN,SHALL BE REASONABLY SMOOTH AND UNIFORM. 1 0
20.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTIL THE DISTURBED AREA IS FULLY
to 6. IF NO SOIL TEST IS TAKEN,FERTILIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS. STABILIZED. co m m
E
& GROUND STABILIZATION 7. IF SOIL TEST IS TAKEN,PROVIDE UME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT. m o e c °°�
w
8. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. M
w <
.. 1)SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY CONSTRUCTION OF THE TRAIL AND WALLS MAY REQUIRE THAT THE CONTRACTOR TO
5, OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: TEMPORARILY WORK IN THE WET.THIS WORK MAY CAUSE A TEMPORARY INCREASE IN TURBIDITY;
HOWEVER THE CONTRACTOR WILL MAKE ATTEMPTS TO LIMIT THE DISTURBANCE AS MUCH AS
i)ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO 1 PRACTICAL BECAUSE OF THE URBAN NATURE OF THE CORRIDOR AND BACKWATER EFFECT OF
VERTICAL(3:1)SHALLBE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS ROCK SILT CHECKS.NONE IS PROPOSED FOR IN STREAM DURING ANY OF THE CONSTRUCTION I'� Z
a PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ACTIVITIES.TEMPORARY LOW WATER FORD CROSSINGS PER DETAIL 6.70A OF THE NCDNR MANUAL O
o MAY BE IMPLEMENTED FOR THESE CROSSINGS.
f U)ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
% SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. E.I O
Cg
2)CONDITIONS-IN MEETING THE STABLLRATON REQUIREMENTS ABOVE,THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL W H
APPLY:o
I)EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC O G� O F/]
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE //--�� Fyr
.,i ID ALL SLOPES 50'IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE 0 QI
IS FLATTER THAN 4:1.SLOPES LESS THAN 50'SHALL APPLY GROUNDCOVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE F Z W
T STEEPER THAN 3:1,THE 7 DAY-REQUIREMENT APPLIES. Z 0
Pi
A IT)ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT. 0 1. .1
25, Iv)SLOPES 10'OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE
SLOPE IS STEEPER THAN 2:1. O4 5 O
v)ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER.OTHER METHODS,SUCH AS CHEMICAL STABILJZAAON, Q WW
MAY BE ALLOWED ON A CASE-BY-CASE BASIS. F+i
M)FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED'HIGH QUALITY WATER ZONE'(15A U A
> NCAC 04A.0105),STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT
S. ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
,I
Al)PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED [.Fl ,j En
TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED N O 71.
• ON THE APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
'� A- A. I '4i
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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TEMPORARY SILT FENCE ,� TUB MND DEYELOPACEET STANDARDS ST,ABILLZED CONSTRUCTION 0`JTR,ANCE ED MX' ;AND DEVELOPMENT STANDARDS �. - z
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(CD) LARD DEVELOPMENT STANDARDS CATCH BASIN INLET P Ru TEAT N Cm3 LAND DEVELOPMENT STANDARDS T t�1 PO F AR SEEDING SCHEDULE :} pR A�� EEDHOMN -A 1632.02 s
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z NOTES: O
O SEE APPROVED TREE T. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 9 a
PRESERVATION PLAN FOR
REQUIRED RADIUS 2. LANDSCAPING PUNS SHALL HOW THE LOCATIONS OF ALL E PROTECTION FENCES. XE7
OF TREE BARRIER
U 3. REFER TO ON OF CHARLOTTE LANDSCAPE CONSTRUCTION FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.PANOAROS SECTION Ot 000 S 4
f c
6 _ V
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PLAN VIEW OF ROOT ZONE L~ o
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ONE FOOT FOR EACH
0 INCH OF TRUNK DIAMETER O O V]
OR 1/2 HEIGHT OF TREE
11IIr III FOR PRUNING SEE TY WHICHEVER IS GREATER 6.
N U3 �_ FEARBORICULTURE'SPECS. 4
r 6'FOR
MINIMUM W C.IDTH
II, /��- EES
6'BARK MULCH,PLACE BARK O a
if, (� MULCH AT AREAS NOT I1I
DEAD TREES AND SCRUB OR UNDER'. ] PROTECTED BY BARRIER.
GROWTH SHALL BE CUT FLUSH WITH- /(I r` O
RwovniB ADJACENT GRADE. NO GRUBBING---
ALLOWED J V
•
UNDER DRIP LINE.
CA
2'44"STANDARDS-F 1'x4'RAILS O
OR ORANGE SAFELY FENCING
MAY BE USED. - -III- - III-I Q
"-/ A N S I I ll - III:\ =
FBI
TREE PROTECTION DETAIL ca
E-
L,' �rj, O It
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u
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE �NSITE CONCRETE WASHOUT ! I
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. sTRUCTLIRE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction ;
2. Provide drip pans under any stored equipment. m_,-..-;; •S
activity being considered compliant with the Ground Stabilization and Materials Handling ,� �" g" .4i=ir i ,,,:,F �,
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the .• r ► a,i�
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The +1 1+ d* R•
14 ..
permittee shall comply with the Erosion and Sediment Control plan approved by the project. Y 14, :t.1•5„� L CA
delegated authority having jurisdiction.Ali details and specifications shown on this sheet 4. collect all spent fluids,store in separate containers and properly dispose as �,r�rx vn w.-aW L© o
may not apply depending on site conditions and the delegated authority having jurisdiction, hazardous waste(recycle when possible). �r �.,. 0
N
5. Remove leaking vehicles and construction equipment from service until the problem _ '"^"' ""^" Ti mcxaa,.-. rig.WE
LP.
E:GROUND STABILIZATION has been corrected. I I ,-'" ... �"` ` "" „�` ;, w i o 4
G. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ri mix..
I I ,:e,; ^ 4 v N
Required Ground Stabilization Timeframes nea .SA ••••+�
to a recycling or disposal center that handles these materials. C.C.••m MTN! .,, v W d e z
Stabilize within this <
manycalendar qJ �-8
Tlmeframe variations prl nY rJ ALE MOW crFl Y,n 7F A&OVC GRArE ASi11T sTR lrn tliF /�l a Ey y
LL Site Area Description days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE mr1!/WS $0 Sul 0. -W E z=U
U 2
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. 1
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g durnpster,trash CONCRETE WASHOUTS •` p,
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Ao not discharge concrete or cement slurry from the site. I i
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available, and state solid waste regulations and at an approved facility.
{HQW)Zones 4. Locate waste containers an areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and In
from upland areas and does not drain directly to a storm drain,stream or wetland, addition lace the mixer and associated materials an im ervi❑us barrier and withinE
[r] Slopes steeper than If slopes are 10'ha or less in length and are 5. Cover waste containers at the end of each workdayand before storm events or lot perimeter silt fence.
P
3:1 7 not steeper than 2:1,14 days are
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. It an
-7 days for slopes greater than 50'in b. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. ,
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste In designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receivingsurface waters. Liquid waste must
1D days for Falls Lake Watershed g Y q
7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least feet from storm drain inlets and surface waters unless it
(e) Areas with slopescan be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface I install protection of storm drain inlets}closest to the washout which could receive I
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Lt Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone ($4,,i,�EssRar� %ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the '%,?, =practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. a SEAL F- -
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites, F. 0397fi x8. install at least one sign directing concrete trucks tv the washout within the project rFys Eye Q,,surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. -''t SN s°�'
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacityto limit
GROUND STABILIZATION SPECIFICATION I g P y I
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Tem ora stabilization i PermanentStabllizatton on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Iernpvrary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds Or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackiflers other mulches and tacklliers foot traffic areas. caused by removal of washout. I
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets far leaking and properly dispose of any leaked material, E, I . m.,
•Roiled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace V j y c
without temporary grass seed •Hydroseeding with properly operating unit. i ) s " Fg
•Appropriately applied straw or other mulch •shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label 4
•uniform anddistributed groundcover EARTHEN STOCKPILE MANAGEMENT o
evenlyrestrictions. =
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
ro
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls ° 8 2
retaining walls and surface waters unless it can be shown no other alternatives are reasonably label,which lists directions for use,ingredients and first aid steps incase of s m I a
accidental poisoning. o- {
• Rolled erosion control products with Lass seed available. i
Do
- 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. possibleflooding or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS))
AND FLOCCULANTS
C LA five feet from the toe of stockpile.
or surface water. If a spill occurs,clean area immediately. � Z
I. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. O
construction,selectingfrom the NC DWR List ofApproved PAMS/Flocculants. 4. Do not stockpile these materials onsite. g a
AA 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance � W O
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined S p~
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated EW-I F" F.,
HAZARDOUS AND TOXIC WASTE
PAMS/Floccufonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. O O
1. Create designated hazardous waste collection areas Oil-site. I O U Z
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. QF d
offsite. (•fir'•' � NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. x Z O al
5. Store flocculants in leak-proof containers that are kept under storm resistant cover q ' 1 O 1
or surrounded by secondary containment structures. " Environmental Quality
) A O
- d W
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
M
O
N U o 7
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ V \
• I
PART III PART III PARTIII
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION C:REPORTING C
SECTION B:RECORDKEEPING X.Occurrences that must be reported L©
Self-inspections are required during normal business hours in accordance with the tablep S
1.E&SC Plan Documentation 0 N
s. below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: i
The approved E&SC plan as well as any approved deviation shall be kept on the site. The N N
personnel to be in jeopardy,the Inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland. w = _1 N
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection. In addition,when a storm event of equal to or ^ 4 d N
The following items pertaining the E&SC plan shall be documented in the manner ^ ,�
LI greater than 1.0 inch occurs outside of normal business hours,the self-Inspection shall be v ,,eA
= performed upon the commencement of the next business day. Any time when inspections described: (bf Oil spills if: rs
�;
were delayed shall be noted in the Inspection Record, • They are 25 gallons or more, i a h
• They are less than 25 gallons but cannot be cleaned up within 24 hours, a E z 4 r
Item to Document Datum potation Requirements • U
Frequency (a) Each E&5C Measure has been installed Initial and date each E&SC Measure on a copy They cause sheen on surface waters{regardless of volume],or 8
fewest (during normal inspection records must Include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters{regardless of volume). •j N
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each =
{A}Rain gauge Daily Daily rainfall ammo's.
maintained In If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&5C Measure shown on the approved EB&SC
good working holiday periods, and no individual-day rainfall information is Plan. This doci:mentation is required upon the {a] Releases of Hazardous substances in excess of reportable quantities under Section 331
order available,record the cumulative rain measurement For those un- initial installation of the SC Measures or if of the Clean Water Act{Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCIA
E&
attended days {and this will determine it a site Inspection is. the E&SC Measures are modified after initial {Ref:40 CFR 302.4)or G.S.143-215.85. o
needed). Days on which no rainfall occurred shall be recorded as
"zero.' The permittee may use another rain•monItoring device installation.
approved by the Division (b) A phase of grading has been completed. Initial and date a copy of the approved E&5C (b) Anticipated bypasses and unanticipated bypasses.
{21[Msc At least once per 1. Identification at the measures inspected, Plan or complete,date and sign an inspection
Measures 7 Calendar days 2. Date and time or the inspection, report to indicate completion of the
li and within 24 3. Noire or the person performing the Inspection, construction phase- (c) Noncompliance with the conditions of this permit that may endanger health or the
hours at a rain 4 Inditation of whether the measures were operating environment.
events 1.0 inch in property. (c) Ground cover is located and installed Initial and date a crypt'of thaapprdved E&SC "
24 hours 5. Description of maintenance needs Far the measure, in accordance with the approved E&SC Plan o'Complete,date and sign an inspection F
fi- Description,evidence,and date of corrective actions taken, plan- report to Indicate compliance with approved
Reporting{3}stormw aver At least Of ce ecn 1. identification of she discharge auttalis ilupecced. 2. P4 Timeframes and Other Requirements
discharge 7 calendar days 2. pate and time of the inspection. ground cover specifications.
discharge
5dpsS and calendar
2a 3_ Dote nerthaAfter a permittee becomes aware of an occurrence that must be reported,he shall contact
! person performingthn inspection, {d] The maintenance and repair Complete,date and sign an inspection report.
hours eta rain 4. Evidence of indicators of storm water pollution such as ad the appropriate Division regional office within the timeframes and in accordance with the
events L0lnchin sheen,floating or suspended solids or discoloration, requirements for all E&SC Measures other requirements listed below. Occurrences outside normal business hours may also be
.24 floats S. Indication of visible sediment leaving the site, have been per(armed, reported to the Division's Emergency Response personnel at(800)662-7956,(S00)
5, Description,evidence.and dare of correctrve actions taken. tel Corrective actions have been taken Initial and date a copy Of the approved E&SC 858-0368 or(919)733-3300.
(4)Perimeter of At least once per If visible sedimentation Is found outside site limits,then a record to E&SC Measures. Plan or complete;date and sign an inspection �``'e CARO�"gyp
site 7 calendar days of the following shall be made: ;'' s yi
report to indicate the completion at the - o Ftssra y'•;
and within I4 1. Actions taken to clean up or stabilize the sediment that has left _ _ a, �y'r s
Corrective action. a SEAL
hours old rain the site limits, Occurrence Reporting Timeframes(After Discovery)and otter Requirements oatsre -
event s 1.0 Itch in 2. Description,evidence,and date of corrective actions taken,and (a)Visible Sediment • Within 24 hours,an oral or electronic notification. 9%. e ,e Q,z
24 hears 3. An explanation as to the actors taken to control future
deposition in a • Within 7 calendar days,a report that contains a description of the r F*snit'J,
releases. 2.Additional Documentation g s�`
- {s}screams or At least onto per if the stream or wetland has lntrrutnei oisibic sadiment5IIOh eta be kept on the
stream or wetland sod-invent and actions taken to address the cause of the sport
In addition to the E&SC Plan documents above,the following items shall Division staff may waive the requirement fora written report onn a a
wetlands woke 7 winder days stream has visible Increased turbidity From the construction Site
or attle:e and within 2c activity.then a record of the fallowing shall he made± case-by-case basis.
' {where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the • if the stream is named on the NC 303I I list as impaired for sediment-
accessible) event?1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes;the permitter'may be required to perform additional
!i 24 hours Regional Office per Part Ili.Section C,Item(2){a)of this permit requirement not practical: monitoring,inspections or apply more stringent practices if staff
of this permit. i'
(6)Ground Aker each phase 1. The phase of grading(Installation of perimeter E&SC determine that additional requirements are needed to assure compliance 1
stabilization or grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions. j $
measures drainage facilities,completion of all land-disturbing Ili)Oil spills and • Wuhan 24 hours,an oral or electronic notification.The notification o E.a' v, w
•u m o
action),censnuctian or redevelopment,permanent {b) Records of Inspections made during the previous 30 days. The permittee shall record release of shall include Information about the date,time,nature,volume and or%� ` c
ground rover), hazardous location of the spill or release- 1 ,, o
2. bseument tlon that the required ground stabilization the required observations on the Inspection Record Form provided by the Division or =
a similar inspection form that includes all the required elements.Use of substances per Item
measures have been provided within she required p qt{tit)-(r.)oh
rntf mic — r 4
treame or an assurance that they will be pravleed as electronically-available records in lieu of the required paper copies will be allowed if -;c}Anticipated .. Are reportdaysbeinre the date
soon as posslMe. shown to provide equal access and utility as the hard copy records. po ar least renof the bypass,if
b l o
bypasses(40 CFR The report shall include an evaluation of the anticipated quality and
122.41(ml(3)] effect of the bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. {c) All data used to complete the Notice of Intent and older inspection records shall be 8
maintained for a period of three years after project completion and made available (di bypassesUnan dilated • Within 7ca1gn24 hours,an oral or electronic notifitation- o s; - ` i
i40 CFR • Within 7 calendar days,a report that includes an evaluation of the
upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass.
•
- {el Noncompliance • with/nag hours,an oral or elect-ram notification.
with the conditions • Within?calendar days,a report that contains a description of the Ian O
of this permit that noncompliance,and its causes;the period of noncompliance, a
may endanger including exact dates and times,and if the noncompliance has not F., W Q0
health or the been corrected,the anticipated time noncompliance is expected to W F�
environmeritt40 continue;and steps taken or planned to reduce,eliminate,and H F
CFR 122.41(0(7)] prevent reoccurrence of the noncompliance.f40 CFR 122.41(1)(61. O ; O(]
• Division staff may waive the requirement for a written report on a a o U
ease-by case basis. �i [� Z
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

( v
\ II NOTES
I d I I� 1 11 EXISTING I EXISTING t. ASSUMED LIVE LOAD 90 PSF PEDESTRIAN I
IIh Ik\ FENC� FENCE I H10
'♦` I .\ t °' IDESIGN FILL 1'-9" (MAX.), 1'-0" (MIN.)
II1 , \ II FOR OTHER STANDARD DATA AND NOTES SEE SHEET
\UI5-03.
III ` Mamma I 3"0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH
II /�'�` ITHE SPECIFICATIONS. �=I ITHE ENGINEER SHALL CHECK THE LENGTH OF CULVERT/Ili
II �a _L_ BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL 0iI ,\ `♦♦ I PROPERLY TAKE CARE OF THE FILL. 'u NI Ie oI ` THE CONCRETE FOR THE PRECAST UNITS SHALL ATTAIN At e dN°' I I I 22'-0" \ MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 P.S.I. s,
TOTAL LENGTH OF PRECAST CULVERT ....3y, I THE CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN t0 ^ d e z
I I I II 1 I dWALLS SHALL BE CLASS "A" CONCRETE AS PER THE STANDARD ai \ e ay,S
I I I 1' 0" 1' 0_ o `I SPECIFICATIONS. /�
\ �♦ W w' a L
I d I I 1 I L _ — -L — — — \ \ I I • VE A THICKNESS
FOUNDATION
FUATA EASTCONDITIONING BELOW THE RIAL BOTTOM SHALL
OFH THE PRECAST UNITS. p" z oU
♦ I I I �T THE MATERIAL SHALL BE FORMED AND SCREEDED TO THE PROPER
,� I 1 I I—_— y —I I I/i N I \\ \ " I `♦ ELEVATION AT LEAST 1'-0" BEYOND THE SIDES OF THE PRECAST TS. �� H
o t-I
he
I ♦♦ i I ."—•.L....7..... - I _ STA 121+70,83 L FLOW \ \ I THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE
I II I —J f` `� \ / PREPARED FOUNDATION CONDITIONING MATERIAL, FEMALE END
. _ UPGRADE WITH THE MALE END FULLY INSERTED AND EACH JOINT
C-'� / \ - - \\ \\-/ / �I I PLACEEDSATIS A FOR LCTORYNFITTIT NOGRAND ROPER GRA E TO JACKING THE NSHALLIT OBE
MAINTAINED AS THE WORK PROCEEDS.
\ _ — — I -
I // \ / —— -I- — —+r — \ I I WHEN ANY PRECAST UNIT IS DAMAGED DURING HANDLING, THE
4
R
I I _� 4� T — m ENGINEER AT HIS DISCRETION SHALL REJECT THE UNIT AS
1 / / _ _ _ \ BEING UNFIT FOR INSTALLATION AND THE CONTRACTOR SHALL
I I w / / ^ \` / \ s __ _ _ • \`♦•J� i ♦ I REMOVE SUCTO H
DM UNIT ROM THE HD PBROD CT.E MINORTOR
I I 1�/ / / r '-mac ���--- \ \ II WHEN PERMITTED BY THE ENGINEER.
•I I I / / /1 I \ \ \ ` al I CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION m .
/ / T • II OPERATION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO
I I °` / / / - \ \ \ ♦ THE JOINTS. UNITS WHICH BECOME MISALIGNED, SHOW '
I I / / / ` I EXCESSIVE SETTLEMENT, OR HAVE OTHERWISE BEEN DAMAGED BY .
/ / THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF
/ \ I THE ENGINEER BE REMOVED AND REPLACED BY THE CONTRACTOR
1 I I / / / —, \ \ \ IS\
I AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. 2
N/ / / \ \ ' CONCRETE CHAMFERS ON EXTERIOR LONGITUDINAL EDGES OF THE
/ / HANDRAIL, SEE \ \ \ \ I �I PRECAST UNITS MAY BE AS PER THE FABRICATORS
/ / / CIVIL PLAT HANDRAIL, SEF\ o ` RECOMMENDATION, HOWEVER ALL WORKMANSHIP SHALL PROVIDECO U] Z
V / // I 1 I CIVIL PLANS \ �\ I I ♦♦ ONN THE TPLANS E EAND R VTHE ER TCONCREHE TE DCHAMFERS RE RCHOSEN IC AS PSHALL DIN z�j F
/ / / ) \1 I I NO
FUNCTIONALLY LESSEN THE DESIGN SHOWN ON THE ,I
/ I}, /
a I-
// //I \u I` I I Iv I FOR PRECAST REINFORCED CONCRETE BOX CULVERT, SEE Z
SPECIAL PROVISIONS. CIDcip O
FOR CULVERT
CULVERT: GRADE POINT EL. @ STA. 121+72.83 -L- 679.18' I i
I I 2 I I ` SEE EROSION CONTROL IGPLANS,N AILS AND PAY ITEMS, a Ct
BED EL. @ STA. 121+72.83 -L- 670.95' / I / N I O
ROADWAY SLOPES 2:1 MAX ` t , 0 O
LOCATION SKETCH p" z
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HYDRAULIC DATA �
DESIGN DISCHARGE 353 CFS 5 0
FREQUENCY OF DESIGN FLOOD 10 YR. , i=
DESIGN HIGH WATER ELEVATION 675.89 FT. 1 -4
DRAINAGE AREA 183.2 ACRES s m
BASIC DISCHARGE (0100) 624 CFS ' o
L- BASIC HIGH WATER ELEVATION 678.01 FT. i 3[m
o
11' 0" H� 0" _ z d z
TOTAL STRUCTURE QUANTITIES
REMOVAL OF EXISTING STRUCTURE LUMP SUM a Z
I 12' x 6' PRECAST R.C. .. O
TOP C1F BOTTOM SLAB CULVERT Q STA. 121+72.83 -L- 22'-0" LF p/ ��,77 F.a U
UNCLASSIFIED EXCAVATION LUMP SUM F. ,�-I
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7-EL. 670.89' EL. 670.95' EL. 671.00' U
C/] A W V
PROFILE ALONG CULVERT cA 0 0 a O
NTS 841 m1-4
1-1
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ \
END @ EXTERIOR '
UNIT
Jr L-L-1 1E] f PRECAST WING SEND OF PRECAST UNITS I
LENGTH OF CULVERT = 22'-0"
00
CAST-IN-PLACE OR PRECAST
HEADWALL y
EXTERIOR INTERIOR 1
PRECAST UNIT PRECAST UNIT 9 A
22'-0" I •M O o
SECTION THRU TOP SLAB I
11'-0" 11'-0" / T.
(BOTTOM SLAB JOINT SIMILAR) e sN
N....r L d
HANDRAIL, SEE ROADWAY / . ^ UU
PLANS (TYP.) / I u ty
HEADWALL (MIN. OF 3" ABOVE UT.
EL 679.18' TRAIL FILL, TYP.) o a z 'o
`111
I- 1" EXP. GC
FLOW JT. MAT'L. I � N E c
1 , hille
oQ BI B - - - P
EL. 670.89' -- U-- EL. 670.95' - EL. 671.00' aL __ ROOF
3"6 WEEP HOLES
APPROXIMATE 4 CULVERT SECTION B-B TYPICAL PRECAST UNIT -
FINISHED GROUND
LINE FLOOR FLCM (SHOWING INLET END UNIT) (INTERIOR UNIT SHOWN)
NOTE: NO END UNIT SHALL BE LESS THAN 3'-0".
I.
SECTION ALONG c_ PRECAST CULVERT ELEVATION
PLAN-TYPICAL I
PLAN - END UNIT PRECAST UNIT En z
(INTERIOR UNIT SHOWN) F
U
H
7 0
22'-0" ...
a z
1 V-0" 1 V-0"
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(Ty ° I 4� i U i"
AJ / PRECAST WING WALL (TYP.) d 33
/ (TYP.)
I �
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is
90°-00'-00" 90°-14'-04" o — i
(TYP.) �TO TANGENT i Q PRECAST REINFORCED , o
CONCRETE CULVERT
- (TYP.)
§ u °
o z 12'-0" _ o _CI
FOUNDATION
CONDITIONING
MAT'L Z
30°-00'-00" MATERIAL o ^ . !�U•� T!!! - - !!!!!! Ti! !• I I I V e • I I,• Q
x i ti, a. +X i v v v �,-i, .i v L. .i
(TYP.) T I Q eef • 11 P • II1i11 • eNeee • eII • • I .* #57 STONE g cr
in • • iS.0 r -v 4 • '•ems, .. '• 4'°.•ti6! • • •r-s '• v • • • .. W
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r7 mot•-ti• 1.. e. .6r-.! .-..r•Y .v-. ..,....-• t•.fir • .l.• n W Q C/1
GEOTEXTILE O
NOTE: O U
PLAN AREA OF CULVERT SHALL BE UNDERCUT A
MAXIMUM OF 5'-0" AND FILLED WITH FOUNDATION .1 Z VD W
CONDITIONING MATERIAL AND #57 STONE AS Ix
CURTAIN WALL INDICATED. (� V A
PLAN WING ELEVATION c.n A W
TYPICAL SECTION �� p•
j a
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

00 I
STANDARD NOTES
DESIGN DATA: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, HANDRAILS AND POSTS: CA
SPECIFICATIONS AA,S.H.T.O. (CURRENT) ETC. IN CASTING SUPERSTRUCTURES: METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL 6.02
g
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
LIVE LOAD SEE PLANS I
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. •• = e�o
IMPACT ALLOWANCE SEE-A.A.S.H.T.O. 9 e d N
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE E �� w
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. w ^ It�U
STRESS IN EXTREME FIBER OF d z
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE e
STRUCTURAL STEEL - AASHTO M270 GRADE 36 20,000 LBS. PER SQ. IN. > u t i
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL p.`
- AASHTO M270 GRADE 50W - 27,000 LBS. PER SQ. IN. FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL e Mir
a E"T.
TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. .6 W C.).a
- AASHTO M270 GRADE 50- - 27,000 LBS. PER SQ. IN. BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE z U
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH SPECIAL NOTES: E c
REINFORCING STEEL IN TENSION - GRADE 60 - - - 24,000 LBS. PER SQ. IN. BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED �� $
a TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND H
CONCRETE IN COMPRESSFON- 1,200 LBS. PER SQ. IN. ACTUAL BEAM CAMBER. GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALLhe
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
CONCRETE IN-SHEAR SEE A.A.S.H.T.O. IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, SPECIFICATIONS ARTICLE 105-4.
STRUCTURAL TIMBER - TREATED OR UNTREATED AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
EXTREME FIBER STRESS - - - 1,800 LBS. PER SO. IN. ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES o
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
COMPRESSION PERPENDICULAR TO GRAIN CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
OF TIMBER 375 LBS. PER SQ. IN.
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE c
EQUIVALENT FLUID PRESSURE OF EARTH 30 LBS. PER CU. FT. AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
(MINIMUM) BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
FALSEWORK OR FORMS IS STARTED.
MATERIAL AND WORKMANSHIP:
REINFORCING STEEL: • •
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
THE 2018 'STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED •
N. C. DEPARTMENT OF TRANSPORTATION. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT 6
TO OUT AS INDICATED ON PLANS.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS CID Z
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL 0
CONCRETE: Z F
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. U
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE CC
CC
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: STRUCTURAL STEEL: a N
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE '/8' ' SHEAR STUDS FOR THE CI) 0
BE USED FOR SLOPE PROTECTION AND RIP RAP. 3/4' - STUDS SPECIFIEDL ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT W U
THE RATE OF 3 - Q" " STUDS FOR 4 - 3/4" - STUDS, AND STUD SPACING CHANGES
CONCRETE CHAMFERS: SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF/a 74" STUDS O
ALONG THE BEAM AS SHOWN FOR STUDS BASED ON THE RATIO OF 3
STUDS FOR 4 - 1/4" - STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST O i_
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0". g O
STRUCTURES SHALL BE CHAMFERED 3/4' WITH THE FOLLOWING EXCEPTIONS: ri, Z
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1 " RADIUS WHICH IS BUILT EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
SHALL BE ROUNDED WITH A Y4" FINISHING TOOL UNLESS OTHERWISE REQUIRED SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE I x —
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 546" IN THICKNESS AND
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A Ya" RADIUS DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM m
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE". B # B 8
DOWELS: ELECTROSLAG WELDING WILL NOT BE PERMITTED. j 6
3 x
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER I
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL SURFACES, ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY i
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY Y6" INCH OR
PLACE WITH 1:2 CEMENT MORTAR. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, s m
OR METALLIZING. ° o
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THIS DOCUMENT,TOGETHER ANTS THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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❑ COMI9trdeo Steel RJc El 0 so CNCC wbc 1'05.2.2 and Sirmnhne rnx:yind AG111w es.e.26 12 - '
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pl Prafra'3 NIPH5R: ...-pwnar: ageB.e.,N,:;r n5a,..n.y ailz.,..rat Enoo nn,a,-w•dd,ng or .;di tpnemcaiov p Pnra'nioril Foa prppr 0 N[. 933 h,_.74 r. rMuired I`© p
zp nil in,R',w.-1,r Fre frail • II'll .cu'-s=y ranaoinmso. 0 [Mi.,nc 0'7s OJ In Secinn eppllralsonterhnlquen �,1(Cu f A - y r,a5er:al,er,,,no, .,11•.r •Id00C Pm,0. 5ee NCNf i]i,51[ O e
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2 w4Nrt'._eft w11vv[nl Pe - dlagr[nal ❑ 5Mu[11g�,�,plrelWe erH1 0 NC•6L l'l.sn .aparny do4d unio,l •• p r%j e
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InstructEnx far[ompkWq[Ne Schedule of]pedal impechoPc Epfm 0 from Am wl I� Ihedyuye:„etrrel report&
Isp111111arnrr.:iunlin 6. Hml�tlrgn!SnnAe6+re-
a 1- Indioote the Ieler[pion Typo IN-A1 rapuired for tills project per NC8[semorns 1T04 and 170i reeling�n,dsm _�_ d� rom �, CU '2 o
i Indicate n•ne[3Aer 5pec4er In5pec15olr•are Con[Inuous[Cw F efiodic iP]o[6o[h by checkiflp,the Serre'^x��1 •
i9..I,Spot e+xtio4 Mµ iese ❑'Ap 3I&:Cff;26s 1•a F i
appropriate Frei ❑ j Cold-formed nee.eusae,�anning 8o ,C pC6L Isar:t'J wrcr[lr mermen 4- elrsarmrysslurk.m koaC trios:6i pry. mm V _
e 3 1,159re We Saab rrteeG SCBC'sectgn Llt4 and l7ry.as Well as.od,er appinahle 14amlards F.a i ',' i1..vcrirr in•artu mnric[e xvenyth, ❑ ie[tlpg of wmpxaed Mil !❑ gee➢4[ecMkal z' V
each 0onpn4Aipn dype. 1e1or in itrcssing or pond,:111 nminien .epcvrk 40
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Nic Thh fwin,N,d Vw51a[seenIWyw1104epnt,ir„,neete-laavddan 4PwneAewna Pprr o%r11rp1or 17-3 CONCRETE CONSTRUCYIpN 1.-pwn to NCEiG Setim&Ta;:fe1T050.G1.151 1.111 t'1'xtmaluF ll:olucnn,, dtcoeogmlfuM e� o
g rrthmlrcdr/prfhit popped. R1 1�I' 1nseectian Task. C P Standard Notes/ fnrmF Irym Neamrndn Rpplltl N
�od I sh1:.t.,.on1_F I'1. 4-' veerY+Keotpnspermalenals_ NODE 1705.6;•
Cnmmalss '11...1rgxct nnmwnit fkr aFapc,
1hr•Nillnuine 5perimI lniprrtnrtsaip rprwired fire Ihk neat/1-Ir.rnnfr.n.iynwanwf ❑ gHl91ic p11d it hlshmiam ❑ LSuiEsh^.lea,
L. :spxaremfn,ter.•M ACI'dI8 Ch2t;25.1, [,J 15xaub,nM dux-,'uunsuFanc [] ti631A161_1.1:61 dou111gFYwmmkald vegan[& I r
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j IT-1 SPECIAL CASES;,2eiq In rv.CBC�ecllon 1T05.11] • and verify.pieuemb � R ragr010000a_ • formed d!el,ccmalydn
O ICheek, tnopectivn task C P I Standard Notes! 2. nd,�un:ingenrwt5dltW Rbnl'Nc
ne�Irtd scornelr,, ❑ NonfT waldaHllryuF ❑ ❑ IT-4 MASONRY!Refer to cer8C Sent-on 130543 5- Pniatnpecerrent of nsc:ms,[y f. z
0 Cucstractun Irarurpl,and Ids duo U L NC9C 1'1oL'1,T3 ,einlbndng ham mt..- AN5➢14; El wmp0Ua61111,459011 wb. ❑ vteeenlC81 ,S
. Woe then 5551M A/W: Af511e22B'tA (heck If N13peetl0n Task. C P standard Notesl grade and rmf,[hatadhes. rcpont4, n
r 1• nativestb teCeorteli and b. ins,.A Oaten-pass Elk[ required Comments 'raw popoedpeeerly sul.rrtpte _
1'111f 0s ure3:aeed•ly[hc Alndfycdc adds,mammal,5Y16'- r �.dronwnen[s Mom o
CI Ur,uweld1Yp,e711CatupaelmeLeila!, 1] p wrCC1305T1.i „d n e021ALrBOfASCF SeehOL 11
O rtr- nrd,n rnl•.xmaNcn[ c -all other welds. i� MdiortyLn.,,mo„ LI u Salad 1 MSs01,'0.51 I705:e aOPatC�
S 3. 1mpv arrhus rastn ❑ A631d(0111 - i30,IFFCEa. Uroer.It!ns.
7 as'e^an11 a.m:rewired[ ®L 11ns 1,xa [prcfele. _ l l Em n�1y4a gepd ma moor-moor �5r*rs4vif ul swl asc
In:W-a aredamn w,d,admelonaI I. (elpec[archufs poianslellee 25091,g1eiun,lmaa,mrylp<r 31101v i,Leelgduelin
Inanulax„rerA inA[rtxtio',StrlBr 1] mharitmd sulrug¢IlsmLl:rs ^ui!+ayea,*?arfp �F 1411n ogle. fly •ns,,+=nrr IT-7 DRIVEN DEEP FOUNDATIONS(PotErtplrtCec gearlytlTW:il' —m
ypres6n)aerepl.:�emertlsnmcdn[slneae E. Apeeaw,anWli "y'' �'w L1w`k If InspeeNnn Task C P'93pnd.Vd 'NY1951 CYmmantl
F MIS cpdv or 1n stanpards referelsced by I„,oalled'n M1afibel,ralry 0 no S1S L].S2A .elplired 'Y
'c thia[ode • ne Opmmdlnino;lrmn IT-5 WOOD(Releltc mac section(707.81 _ 0&I1,Ip:,cntmeterfa8 li{s MAC1ios.a;
x • 0 soe<ial Eve.(as de[tlea/Iep,.veil LA. 11 'tOilAl{YFIa3(Spa, re,ata�,em Mist thee!R Inapectia1 Task C P Standard Notes/Commems n ❑ antl kegili rnmpH'auh lily 0 �o[ecr-,101 F
Coen Eeiueementl ,La,gin 174 4,asamrswlnn1Aa am yWI� ,ys_�,•
-r ,eeui,emet, eepnnt&1]I� L Retaining Wails ❑'{] M. M«banker acn, eId L L.
/,O3]&IiH3 Li p.cfayremt,l wrwl ste,r,.ral eluplcnrs •L0�El alCec 1,04 i 5 n [On
i edhesMeidcAincnnt ..eleszemi/lied Elbe nacnede,ceN'ah doctmen,s from..
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ti 1II 21R5 Suttfe'YLre.•Charlotte,North Candles 28208•980.314:100E(25331 23d5'Suttle A're..•Charlotte,North CereOee 28206•4flp.326-CODE(2633] 2148 Satttle'ASe.•Charlotte,North ClryI1nd 28208•980.314.CODE[2633]
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are I Cl, almnonteardrvndo n eoionnAn mi I cln1ndmnnlwnh,imd/1f ear nano-Rnm N,%ing,blI,I Lonrherllliclr .,illnybrltil,p, 1 ee llie.n 1,D.03 _ 1' '
a1dlt1w,e11cae MMsnas re 4112. =PallmkL,(ond=Igqual.•nn aLWpC ofclemrnngf[ne molls 0 anchor!,aeaomo' .10s yrafvnelel.mants!DIM,atsl, WEE Nw required In r,e 1 = SEAL =_
CIi re13u1red. anatrnwmr Leeliny sea Seapi4o.Record W,odFnreaasdmgsyxtun faatdnirg to olhm ❑ forcesnloirpryften:sa0Luihilrpar 0 0 1705.15.1.2; SFRSoF buildings and = 040384
% rfomIMm'.from mocra[s n grrlur.wlulrel •elIienrc rf the A.A.A ltrraurm aacylra to 1ACN./.lt.h or l' AISL 341 .51'ufl,r0le 50C Bar 67to O6
Y AEf0IRC rrnn 3. Ate rerresle elements parfnee . NI^M;spin mg.,,N,erethe W,o,.nleuthe,econMeainoeiniou Cwla,retpool ' .0 E4'c1 re' 5.
3. Ira,. M d OICAC1705.7, AJ lcea and oddlioo&apOdui ❑ 1i05.6; tastener,paw'g or the '''R \\'o`er peud3 ngepwabdns an foo5.17.1.Ir'enr,:
melneumplereand 0 'SceDxhnKal In tttlnnalna[uedarcaWN 2emedrli[m ane.[ni Ya^m resmrrs,.tinrds:np modirlaalian �„FY C .t1��
E LlSq n2-6 nl.,ururr•.e I'ie n0 caef8vent,n...1 III11115
record.Fcr�wd, cnon.r fetlarn l]05J rebof[ro Dld-formeda[eN1®htMmle= •v PICK Il0i11.2 Netre¢nhenrcr$ea SuucwrahNWdan The ul:mic lone- TheieSl are lw[
e107064 f e mllceurran a 0,0100 • Wr8ll1leo,nEip,s olelm,0'e4 ❑ wNr and dLa➢hogna,
dowlnenlslrom doewreiylrrten oftheNH S. Ift14l either or idSOCgs0.iE o-of q^+Fryrasu[1gr a4' IfCgC'1715.I2d .poredb shoo
m ,n90CC,0,Ewf cl,�01w,1 shoo
0'� ADPIWC PfAP1R8 suer one 30ethei festee Wk.iryapolu pprKls and
4. y00Ry plaremond in 01l+^r and --. _-- - an[ho'loa,110 gsNe,feu ❑ ii.SNeatk165 II
eF'y' Hiaphnag4s,imtudaig
prudhnesa,arhnn tree end NCB(1'NS.7; aelerircms W the M U& gypsum MI or neillge,Go-ur%
N 51,R Ar A9mrnea-ne[nrdntanprr geaeeshnlc=; in1ludln111fa1 tales bl1te3,. fltelb0ard. aod,Wl,g and pyhv
N 0 of blown per fpolaF 0 ,boor[& IT9 ElEUCAL FILES[Renra]NCir.Enm,ti 1705..3] dapllrgrr,mllertan(Imo, mi.Sheathir5L1laecd feven0l&ro0Jle1 YY
rn•,oll.de:en w ,ae nn '.-,�•���,. Vp it inspection Task sl.c1..,. u:ya,,cl..' etcuo,(50Fthi SERS'. t
rrewrched pe;mtoaliansta &ailments Mom reyuned III C P Standard Notes 1 Comments ono,l nod held dorm, 31m1 1hememxn ahro Inefastene
'eye&se",.opacity.fe1t3 i I Ah1Sf aide orlhe ir,¢ur welt •aa L
❑ tarn ❑ Ncaf.sacnr,n veld alui,le upraiio,n 91 ❑ aaealf,inpls S,Y'4C u N Y \¢O nand
any oarl.'•e toona P x?a0le AMINE N o 0
Imlall1Dopee,flrsed Seed eon5.9:
foanamar.dewlert a !-,.trots ipwrgalmn ❑ 1 z�,
m S. Fer.sxeel Nemrnts,p rm G• rite 011rxi prsr, a¢ntecMm-.1 cloFnentr.M mArolc from I 2 u m p
NCEIC 1705,7 c. noges7tio alma& ahwll,iie 6'.4',1.= ._ l.,gaxsle,^ \
❑ addionna11n'necticnon FAKAYMnOca1. d: NniadePth ;oosmirN9n WAid-rsAP:o,cwommenh NCB(L70S113 9 `-' p
Fercodep,0.lbm YetGon 1105.2 fepprt l4 R Reg ln0aistlontw,•e dIXul[el,L074,1 ❑ 3, Want m,,Ming,rool.ehalrd 0:
w rdluvet60r, f. Can-petinentinaataton data PGPIRC rot:l am,lgc.xlneclloni El i k"rla5(nmis o,rernent,nl ❑ p baleen[ a <
N do[OleknR rfom relell'e by RDR9C � Iny i; •4axf1or,5�l,corangand xWl ❑ rile ackml[!o!ca•rf4u110 yuti'tGramstlpalri-sR I=z i AFp1RC a-I toreo5otlstomni old fluor 51,1001
•5. for cm nlnmcots mod ACHE 1305-7; GaolvAg-a and Eamrg hdildde,, a
< 0 rote-fllke ekmeuly pap[echnWl Celdrarme0 Ate,b�tfreme NoorloWndferwear I
w inrfarie1osts ann:E0W,ax, manta IT 19 FABRICATED ITEMS!Refer to ro36C.1e51pns 5501113.3 130425J V nr sf<ts.pcw,WTrrvi.Po N[9['iF95.529 y anddi.pl•„pm., V m I m
N r„�„�t„n, ITOi SEISMIC RESISTANCE[Arrcr vl NCGe Goebnno 17m1171 mnOm•Inn
apecie,,x,r'CGont in (hu[k II, lnspeetlon Task C P StaAdarel /Into,/Cammehls (pc C.I,e,ern Indl/dinpscFt. p 'O
a1 arcoalmro.th Section 1'r052 dp0amasS free. - I I I 1S Q ws
required equirol Inape(tlpn Task C P Standard Notes ICoa+mdrt5: ❑ manioc.,WItII� 'z y
1R-f- seadeb,imetn Sea to hat...wedn 1e'+"'°d - . ❑ 3 'olesdlne 9Deranosoe an0N•tig rind nt>,e. 1,_
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•• ❑ nddntIonal In,pcctl'onsan 3..Finica1 lead lamaringor 3Ns.[n op 1rye.2s,a;orn2;le I',r,iretltrlf mu:n,,.,,s_efned and p ❑ [omyandma p'the (e a a
o de6s'l18netlty.tbzreeiue[ed fepart fs ,.. L0e,nllead.esi»ina 13:06.2.5. [,lhefeh,keT0i fs ,tnstedn acm1dx,c-ors-oeeof 2 5newattchrdenn holiok;• SASSsuh,:oairher of 1
ored nw ncM,llg.and ahsr res1el.,k' die fullbinu,panes;
dealgncf�atticmal In 8,,,e. n mrrrtwrs or acmmNln appr •e rolbwmt:
w resywlGDle tl,argp da[ulaal,3s horn 20k l?1 1. konenon e]kne-Frame artl•rn.1 of the SFAS Ai OP...Iore s
Fell[[ - :vmvutvun,s;a nmireamr ...clod],rRear,wa,,Trot•,. BYO,.hri or
n n.r,os.alal h„1104501 Bnlw ekwnravc.E eelle(mnl�ae Ghmlahed; 1•y O
IT 8 CAST-IN-PLACE DEEP FOUNDATIONS I00af Ov IIGSC serum 1To5.41 IT 11 WIND RESISTANCE,Kure,to NCBC Somions 175L 1I.1y�1.1 t I-I./W.11.a:8.11(Ad.S.e1 nu peat.,[ham 3u!: ""lanahuidmima nu.5heatnl7 A WOud ����t5h,h, FZ
[hark II Inapeetlon teak C I P Mangled Nana/Comments Cheek it Enspeetkan Tank C I P Standard RVEW'I commenta f SFRsmlhe sm.mdtee is .euckoa1 met of •J C/]
rl 11 mirsidiood rummy Of at®oifh..1 o^o^a cWW [WFTt]�
2 required
r rernfollel oozeleie.91 K'mc •Nr of Apt.rhflr WAN; F er'II ••
Only mpulrcd 1n Aho fullowng Imlalrez: Man ON;ant{ W c 11
I I J. Ifi=t d,soO�graRGdabtd I Imloll Gsa, ,lean* Ve 'Rimini-rainhrhe W E.
0 in anmleleand amp, Eeole[hNcal ] „w•5u ir;,y.u•e Cetelw,sN hagh[in rot getal,Ihah 24% and the e� r\
wheee1..,lsz120 UFO jpen af= ET V
S foorrs far each alemanr report& INT.! 0 swctura.xcet,I.s.,evSsnlirube C1705 rttrn]wd,nthe lanllhempac-x,ecethe
g dr vae wn 3 n as r Feh wlld�gsane :ros ia.l.1: sRsa/au1 d1 8;nn Me:imng:.ea•ar H W
docvmern:frnm 2. ,r„;ea SMMI.Pre CaPOL.ON•Cc+ s,rudu.-�a d[u SnC U.C LL,E or F ptle'341 wzewru,4150C 8or CPAr,�
for Mn#f. O.where 1'.,.ssz a30 0, 1 1ae• eLg^? ❑ O 05105 ed Yawn la: .1103.2 ke,.a^ ICI
.. 0 3. Verifyallllmum lnrnEV,nn„d .J ffcnC[sad,e,. • ]501.B 1] • drl,iledler oeorrr ant N. XiutA[res eaglos for SeKlpw Ocdge •132.2 O
O p15,n'nro.nf,rtnm elemmr geoteehdol R -• ,!Salty IOU
a elmod,H�-0•Eof L kJ
Stracb,rm Weep /ILK t7.95.11.4 ••RSt.ne And.for wq,0 F q
6 diameter],Pell di50Clen I,I lepnrer1 0 ^Ie:rig mementc of Mt malt J ,1,100allrshra, ❑ a 1
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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I `.'rift'da HalaR6 arc*,and T 1 IT 13 TESTING FOR SEISMIC RESISTANCE(Beier to 9ec&,e t7as-131 J vrd,-r.:gEM roller In -L J UCaC ai¢5.14.¢A�1.€•Ix' 3. Fca•keA lyjeof 2lfasNP,
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.