20110705 Ver 1_Site Plan_20110805

INDEX OF SHEETS PE SEAL CONVENTIONAL SIGNS
Existing Property Line...................................
Cover Sheet...........................................................................................1
General Notes....................................................................2 Maintained as R/W Line................................
Existing Conditions...............................................................................3 Existing Structures.........................................
Sediment&Erosion Control Notes&Site Access............................4 Proposed Edge of Pavement..........................
Embankment Excavation&Erosion Control Plan..........................5
PrincipalSpillway Plan and Profile.....................................................6 Fence................................................................
FliondGrading.........................................................................................7 Slope Stake Line.............................................
Emergency Spillway Plan&Profiles.............................................8 CHARLOTTE. Temporary Construction Easement............. -TCE
CrossSections........................................................................9
—Details..............................................................................................10-13 ENGINEERING&PROPERTY SidewalkfUtility Easement............................ SUE
Storm Drainage Easement............................ —SDE
Traffic Control Plan...................................................................14 MANAGEMENT RmordDrawillip Top ofBank.................................................... -----T�-----
Maintenance Access Easement...................... A,
TOTAL SHEETS 14 Construction Plans of Proposed Existing Temporary Construction Easement E
Sanitary Sewer Easement............................... suE
BETTY COLEMAN POND Existing Gas Line...........................................
IMPROVEMENTS Existing Water Line.......................................
tiIs Existing Sanitary Sewer................................
672-10-004 Existing Underground Telecommunications
Existing Overhead Utility..............................
Project Features:Rocky
Existing Storm Drainage...............................
BI "d THIS PROJECT CONSISTS OF: Proposed Storm Drainage.............................
Catania GRADING,DRAINAGE PIPE, Existing Tree...........................................................................................
Pa.
STRUCTURES AND POND Existing Water Meter..................................................... W❑M
DEWATERING ........................
WV
7 Existing Water Valve.............................................................................
Existing Gas Valve......................................................................... Rv
e ice„
U
Existing Storm Drain Manhole..............................................................
?A-POPErl
Proposed Storm Drain Manhole...........................................................
C" X, gq
Exisitho Catch Basin..............................................................................
Proposed Catch Basin............................................................................
ol
Existing Light Pole.................................................................................
yp ss
0, Proposed Light Pole................................................................................
TF__
Existing Utility Pole................................................................................'a
MAINTENANCE
ACCESS EASEMENT Guy Wire..............................................................................................
-N FEE Proposed Utility Pole..............................................................................'0L
F, MAINTENANCE EXISTING—
G, ACCES DRIVEWAY Iron Pin..........................................................................................
EASEMENT
zf S I TE Bench Mark........................................................................................... .6o
NOW OR FORMERLY T+T- a3900 COLEMAN DR. Existing Sip...........................................................................................
wH
PIN 10515332 Soil Boring............................................................................................
to ROLAND FRANKLIN PARKER
AND WIFE
VICINITYMAP DORIS FAUGHTRY PARKER Existing Drop Inlet.................................................................................
Proposed Drop Inlet...............................................................................FFM E-4
NTS DB 5959 PC 535
L Tree Protection........................................
I/'/I .....................................
A A
ED
Existing Guardrail......................................................................
ca 0 F I EE�'N'X MA DO RA
GPS BENCHMARKS Proposed Guardrail....................................................................
A K EP
SEE F NORTHING EASTING ELEVATION DESCRIPTION 4 1 1 14 1EGF"1 Proposed Silt Fence.....................................................................3SHEET mATCILINE
................................................—L
OF 3 Proposed Limits of Disturbance m-
558750.96 1496698.84 725.47 BENCHMARK NAIL IN 15" OAK TREE SEE SHEET SEE SHEET
1
BREACHED 5 OF 13 P
558685.52 1496965.89 721.57 BENCH MARK IN 24" OAK EMBANKMENT —PROJECT Existing Hydrology.....................................................................
E
SITE
Edge of Pavement........................................................................
558764.35 1497097.77 703.93 BENCH MARK TIE IN 18" DOUBLE GUM
0-4
Proposed Curb&Gutter,Conc,Drive,Sidewalk.....................
Proposed Asphalt Pavement.......................................................
0/ Knowwharsbelow.
EXISTING Cal I before you dig. Proposed Rip Rap Ditch...........................................................
0
✓ CHANNEL
QI
oc M& I- 1,— 11 Proposed Gravel.........................................................................
2 SOE Proposed Pavement Removal......................................................
POND LIMITS POST 0, BREACHED
.
oc POND LIMITS DAM BREACH EMBANKMENT Proposed Grassed Swale.......................................................................
STORM BEFORE DAM 0 FORMERLY
BREACH CA PARKER COLEMAN,TRUSTEE Proposed Erosion Control Liner................................................. FAY
BETTY PARKER COLEMAN IEVO.ANLE TRUST Existing Contours.......................................................................
DATED MAY 26,2010
WATER F RECOOM NDED
< DB 25688 PC 610 FO C NS UC Proposed Contours......................................................................
aI — R TR TION Clearing Limits............................................................................
COLEMAN DR,
PIN 10515331
Ill-
Contract Administration
PLANS PREPARED BY:
LOCATION MAP Storm Water Construction Manager
Bid Set JNo.
NTS
Storm Water Project Manager
J6
Landscape Management ar
,om_ 72D CORPORATE CENTER DR, CHARMITE,
o RALEIGH,NO 276 7
0_
VW (919)782 G495 ENGINEERING&PROPERTY
Storm Water-Water Quality ad
MANACEIIENT
ovan DDICKSON Offi,F­U­ 4
l D CDOT esgn
community Infrastructure consultants P.-G­11­ Georgia - A-a
PC LENCE NO _ ­ ­
374 So C11­ CJ
CDOT-Implementation W
APPROVED F
2006 STANDARD SPECIFICATIONS CMU CITY ENGINEER DATE 0.4U4

GENERAL NOTES GENERAL NOTES ABBREVIATTONS
DRIVEWAYS AND SIDEWALKS: TREES, SHRUBS, AND HEDGES:
ARAND ABANDONED GV GAS VALVE PT POINTOFTANGENCY
well
THE CONTRACTOR SHALL REMOVE TREES,SHRUBS,AND HEDGES WITHIN THE LIMITS OF DISTURBANCE UNLESS AD ALGEBRAIC DIFFERENCE HA-1 HAND AUGER(SOIL BORING) PVC POLYVINYL CHLORIDE
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT.MATCH SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING IS NECESSARY,CUT ROOTS CLEANLY AC ACRE HIGH ACCURACY REFERENCE PIA POINT OF VERTICAL INTERSECTION
0
REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: USING A DISC TRENCHER OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY HARK NETWORK
CONCRETE-SIX INCH PORTLAND CEMENT CONCRETE(3600 PSI). OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF AE ACCESS EASEMENT FILE PERMANENT UTILIttEASEMENT
7
ASPHALT-(COMMERCIAL)TWO INCH SF9.5B COURSE AND FOUR INCH 119.OB RADIUS
ADJACENT THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL(TYP.)USE PLYWOOD FORMS WHEN TREE ROOTS ARE APPROX APPROXIMATELY HOPE HIGH DENSITY POLYETHYLENE
INTERMEDIATE COURSE. PROPOSED CURB&GUTTER OR SIDEWALK. USE CLD STD. r F ED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD IL STD.40.13.TREE PROTECTION ASPH ASPHALT INT HORIZONTAL
(RESIDENTAL) FOR BRIDGING TREE ROOTS. IT
RIGHT
BASE(ABC)CTWO INCH SF9.SB COURSE AND FOUR INCH AGGREGATE TREES SPECIFIOURSE. SHALL BE IN ACCORDANCE WITH CLD STD.40.02.WHEN THE TREE IS CLOSE TO THE WORK AREA TREE AMERICAN ASSOCIATION OF NT INTERSECTION RCP REINFORCED CONCRETE PIPE
GRAVEL-SIX INCH INCIDENTAL STONE PROTECTION GILD STD.40.12 SHALL BE USED. STATEHIGHWAYAND INV INVERT
AASHTO TRANSPORTATION OFFICIALS RELOC RELOCATE
SDEWALK SHALL BE FOUR INCHES THICK,AND SIX INCHES THICK AT DRIVEWAY CROSSINGS,PER CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES. IN ADDITION,ALL IP IRON PIN SET
CITY STD.N0.10.22. TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL BE INSPECTED BY THE B-1 SOILS BORING WW RIGHTOFWAY c CITY TO VERIFY THEY ARE SUITABLE TO REMAIN. B/C BACK OF CURB L LENGTH S SOUTH
PROPOSED CURB ELEVATION: LF LINEAR FOOTAGE 05
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM(CONTRACTOR,CITY INSPECTOR,CITY ARBORIST AND BIT BITUMINOUS SC SAWCUT
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE CONSULTANT,IF APPLICABLE)WILL HOLD AN ON-SITE MEETING TO ENSURE THE LIMITS OF DISTURBANCE AND LT LEFT SO STORM DRAIN N u PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL WALK THE PROJECT BM BENCHMARK L00 LIMITS OF DISTURBANCE
UNLESS OTHERWISE NOTED. AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE,DISCUSS PROPOSED BRG BEARING SDE STORM DRAIN EASEMENT
CONSTRUCTION ACTIVITIES,AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINALLY lb POUND
DRAINAGE STRUCTURES: MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL,IN WRITING,AFTER CO CLEANOUT SF SQUARE FOOT
Lp LIGHT POLE APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR REMOVAL CAN BEGIN. CB CATCH BASIN S/R FENCE SPLIT RAIL FENCE V_
MANUF MANUFACTURER
GRADES,ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE.AS DIRECTED BY THE ENGINEER,THEY THE CONTRACTOR ASSUMES RESPONSIBILITY FOR"IN-KIND"REPLACEMENT OF TREES DAMAGED THAT HAVE CHARLOTTE DEPARTMENT OF SAN SANITARY
MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS,OFFSETS AND ELEVATIONS CDOT TRANSPORTATION BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL MAX MAXIMUM Q r_;4,C
. >
REFER TO THE CENTER OF DROP INLETS,MANHOLES AND JUNCTION BOXES,AND THE MIDPOINT OF THE LIP SS SANITARYSEWER EozR =_
FOR CATCH BASINS.ALL PIPES SHALL BE RCP CLASS III,UNLESS OTHERWISE NOTED.WEEPHOLES ARE TO C&G CURB AND GUTTER MH MANHOLE
BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES AT A MINIMUM OF 1 WEEPHOLE PER STRUCTURE. SIDE SLOPES: srA STATION Egg^ J
CL CLEARANCE MIN MINIMUM o�W w -
WEE HOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THE OUTSIDE STD STANDARD o=
OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED w/#78 STONE.THERE WILL BE NO LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS,DETAILS AND STANDARD DRAWINGS. THE CHARLOTTE LAND DEVELOPMENT MI MECHANICALJOINT
MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL)UNLESS DESIGNATED BY THE CLDSM STANDARDS MANUAL STR STRUCTURE
SEPARATE PAYMENT FOR THIS WORK. ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGINEER. MONO MONOLITHIC
C/L FENCE CHAIN LINK FENCE SIDEWALK
EWER EASEMENT
.phGRADING CMP CORRUGATED METAL PIPE Mll MILES PER HOUR
UTILITIES:
MTL METAL SW 51
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD RESPONSIBLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BORROW MATERIAL REQUIRED TO CONSTRUCT THE CONC CONCRETE N NORTH/NORTHING �' SQUARE YARD
FOR THE ACCURACY OF UTILITY LOCATIONS,SIZES,DEPTHS,OR FOR COMPLETENESS OF UTILITY PROJECT AS SHOWN ON THE CONTRACT DOCUMENTS. TAN TANGENT
INFORMATION. CONST CONSTRUCTION NAD NORTH AMERICAN DATUM
ALL EXCAVATED MATERIALS THAT ARE NOT REQUIRED OR ARE UNSUITABLE FOR THE PROJECT SHALL BE TEMPORARY CONSTRUCTION
PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY OWNERS WHOSE CONSIDERED WASTE AND SHALL BE HAULED OFF SITE AND DISPOSED IN A SAFE AND LEGAL MANNER AT THE [ONT CONTINOUS NORTH AMERICAN VERTICAL TCE EASEMENT
FACILITIES WILL BE AFFECTED.THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY CONTRACTOR'S EXPENSE. CTR CENTER NAVD DATUM
HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY NORTH CAROLINA DEPARTMENT TEMP TEMPORARY
THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS.ANY CONTRACTOR SHALL FOLLOW THE FILL PLACEMENT PROCEDURES SHOWN IN SP-02 OF THE PROJECT SPECIAL OB DEED BOOK NCDOT OF TRANSPORTATION TP TRAVERSE POINT
DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY. PROVISIONS. DOB DOUBLE CATCH BASIN NTS NOT TO SCALE T/w TEST WIRE
AS NEEDED,THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER UTILITIES ONLY. DEPT DEPARTMENT
ALL
A OTHER ADJUSTMENTS/RELOCATIONS ARE TO BE PERFORMED BY THE SERVICE PROMDER(S). THE DATUM O/H OVERHEAD ttP TYPICAL
CONTRACTOR SHALL COORDINATE ANY RELOCATION WORK WITH THE SERVICE PROVIDER(S)SO AS TO NOT SURVEY PERFORMED BY WK DICKSON CO.,INC.ON 04/22/2010 DI DROP INLET OC ON CENTER U/G UNDERGROUND Q
ADVERSELY AFFECT THE PROJECT SCHEDULE.THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY DELAY Do OUTSIDE DIAMETER OCCUPATIONAL SAFETY&HEALTH UNDERGROUND >.
OR DISRUPTIONS IN THE CONSTRUCTION SCHEDULE DUE TO THE RELOCATION WORK PERFORMED BY THE HORIZONTAL DATUM=HAD 83/95 HARN DIA DIAMETER OSHA ADMINISTRATION UT TELECOMMUNICATIONS +n
SERVICE PROV IDER(S). r1
VERTICAL DATUM=NAVD 88 DW DRIVEWAY OU OVERHEAD UTIUTY VC VERTICAL CURVE T
THE CONTRACTOR SHALL CONTACT THE CITY OF CHARLOTTE,CONSTRUCTION MANAGER,48 HOURS PRIOR N
DIM DIMENSION PAW PAVEMENT VCP VITRIFIED CLAY PIPE
TO BEGINNING CONSTRUCTION,THE CONSTRUCTION MANAGER CAN BE CONTACTED AT THE LOCATION OR
NUMBER LISTED BELOW. EROSION CONTROL:
DIP DUCTILE IRON PIPE PC POINT OF CURVATURE VERT VERTICAL
SEE SHEETS 4&5 FOR EROSION CONTROL NOTES AND PLANS.
MR.GARY STANSBURY DR DRIVE PCF POUNDS PER CUBIC FOOT W WEST
CHARLOTTE
EAST FOURTH STREET TOTAL DISTURBED AREA: 0.99 ACRES E EAST/EASTING PERM PERMANENT W/ WITH
CHARLOTTE, U 282 STREET
4
PHONE [phone] CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS AND/OR LIMITS EA EACH PG PAGE WM WATER METER
FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL 0 811. OF DISTURBANCE. EL ELEVATION PI POINT OF INTERSECTION WVAULT WATERVAULT
FOR LOCATION OF UTILITIES WHOSE SERVICE PROVIDER IS NOT A MEMBER OF NORTH CAROLINA ONE-CALL, THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE APPROPRIATE CITY EDP EDGE OF PAVEMENT PK PK NAIL SET WV WATER VALVE
CONTACT THE SERVICE PROVIDER'S PROJECT MANAGER. AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE CONTRACTOR SHALL PREVENT STANDING ESMT EASEMENT PP POWER POLE 60d SIXTY PENNY NAIL SET •�-1
WATER DUE TO CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF
WATER AND SEWER: THE ENGINEER. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS 4& EXIST EXISTING PROP PROPOSED ? DIAMETER
5 F/C FACE OF CURB PERMANENT STORMWATER FOOT
THE CONTRACTOR SHALL ADJUST ALL WATER VALVE BOXES,WATER METER BOXES,WATER VAULTS,AND PSE EASEMENT
SANITARY SEWER MANHOLES AND CLEANOUTS TO MATCH THE ADJACENT FINISHED GRADE(S).WATER FES FLARED END SECTION INCH
METERS LOCATED ENTIRELY WITHIN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN SAWCUTS: PSF POUNDS PERSQUAREFOOT
CONCRETE BOXES AND ADJUSTED TO MATCH THE ADJACENT FINISHED GRADE(S).WATER METERS LYING THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL FH FIRE HYDRANT
PARTIALLY INSIDE THE SIDEWALK OR DRIVEWAY LIMITS ARE TO BE RELOCATED TO THE RIGHT-OF-WAY LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE PSI POUNDS PER SQUARE INCH 11
w
(OUTSIDE THE PAVEMENT LIMITS) EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT FOC FIBER OPTIC CABLE
REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER.
N EXISTING WATER AND SEWER SERVICE IS OWNED AND MAINTAINED BY CHARLOTTE-MECKLENBURG UTILITIES
(CMU).THE CONTRACTOR IS TO NOTIFY CMU 48 HOURS PRIOR TO BEGINNING WORK.FOR LOCATION OF PAVEMENT DEGRADATION FEE:
EXISTING WATER AND SANITARY SEWER LINES AND TO NOTIFY THAT CONSTRUCTION IS TO BEGIN,THE COOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED. cdn
CONTRACTOR IS TO CONTACT CMU AT THE FOLLOWING NUMBER(IN ADDITION TO CALLING NORTH CAROLINA
ONE-CALL 0 811):WILLIAM DEAL TRAFFIC CONTROL:
CHARLOTTE-MECKLENBURG UTILITIES TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2006 EDITION OF THE"WORK AREA TRAFFIC CONTROL STANDARDS
5100 BROOKSHIRE BLVD. HANDBOOK"AND PER SHEET 14. r�J7lAND
CHARLOTTE,NC 28216
PHONE: [phone] STORM DRAINAGE PIPE & GRADING NOTES:
j THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO MAINTAIN EXISTING SANITARY SEWER AND
WATER SERVICE AT ALL TIMES.PLANNED INTERRUPTIONS IN SERVICE IS TO BE COORDINATED WITH PROJECT TOPOGRAPHY AND EXISTING CONDITIONS GROUND-CONTROLLED SURVEY PROVIDED BY WK DICKSON THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE CAUTION!
3 AFFECTED RESIDENTS. AND CO.,INC. 8m T3 c
i TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. ESTABLISHING THE WATER QUALITY ORIFICE
N PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER,SLOPES SHALL NOT BE DECREASED NCDOT STANDARDS SHALL BE USED. CHARLOTTE LAND DEVELOPMENT STANDARDS AT ELEVATION 714.Oo, SLOTS 1,2,3 AND 4
SHOULD ANY SANITARY FORCE MAINS BE ENCOUNTERED DURING THE CONSTRUCTION,THE CONTRACTOR S
FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER. MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD. I�1
SHALL STOP EXCAVATION IN THE AREA AND IMMEDIATELY NOTIFY THE CMU SEWER DEPARTMENT AT OF THE RISER AT ELEVATION 71 s.10, THE au
704-357-6064. PIPE LENGTHS INDICATED ON PLAN ARE APPROXIMATE ONLY. SPILLWAY ELEVATION 716.00, AND THE TOP
CHARLOTTE: see
OF THE DAM AT ELEVATION 717.30 ARE
NO SOIL DISTURBANCE OR COMPACTION CONSTRUCTION MATERIALS TRAFFIC TRENCHING OR OTHER LAND
SUBSURFACE PLANS: DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF DISTURBANCE WITHOUT PRIOR APPROVAL FROM STD. NO.: TITLE: CRITICAL. FINAL ELEVATIONS FOR THE
THE OWNER AND CITY ENGINEERING DEPT. 20.23.........................................................................RIPRAP APRONS RISER/SPILLWAY AND TOP OF DAM SHALL 5M
r SUBSURFACE INVESTIGATIONS OF A LIMITED SCOPE ARE AVAILABLE FOR THIS PROJECT. CONTACT THE CITY 20.27........................................................................RIP-RAP DITCHES BE WITHIN t0.05 FEET AND f0.10 FEET rc
TO OBTAIN A COPY OF THE GEOTECHNICAL REPORTS TITLED: PRELIMINARY GEOTECHNICAL ENGINEERING THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF CHARLOTTE ANY DISCREPANCIES FOUND 30.05.............................................................................TEMPORARY SILT DITCH RESPECTIVELY AS SHOWN ON PLANS. $ 8
j REPORT BETTY COLEMAN POND DAM S&ME PROJECT NUMBER: 1351-10-028,DATED MAY 18 2010 AND BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION FROM THE o z O
( ) 30.06..........................................................................TEMPORARY SILT FENCE
GEOTECHNICAL ENGINEERING REPORT BETTY COLEMAN POND DAM(S&ME PROJECT NUMBER: 1351-10-028,PH CITY INSPECTOR PRIOR TO PROCEEDING. 30.10.....................................................................TEMPORARY ROCK CHECK DAM A mom O /�
VI 2,DATED MARCH 28 2011). IN ADDITION,THE CONTRACTOR SHALL MAKE HIS/HER OWN INVESTIGATION AS MANHOLE RIM ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE.NEW MANHOLE RING AND COVERS SHALL 30.11A............................................................................STABILIZED CONSTRUCTION ENTRANCE 6 ^ py
TO THE SUBSURFACE CONDITIONS. THE CITY IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS o ENCOUNTERED BETWEEN BORING LOCATIONS. BE INSTALLED FLUSH WITH THE SURROUNDING GRADE SO AS TO AVOID DAMAGE TO MOTOR VEHICLES DURING 30.13.............................................................................EROSION CONTROL DEWATERING /�p
CONSTRUCTION.THEY ARE TO BE ADJUSTED TO MATCH THE SURROUNDING PROPOSED GRADE PRIOR TO 40.02.............................................................................TREE PROTECTION DETAIL
PLACING THE NEW SURFACE COURSE. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,TYPICAL HANDRAIL
MAILBOXES: sooa
m GROUND-CONTROLLED EXISTING CONTOURS ARE SHOWN ON THE PLAN AT 1'INTERVALS.PROPOSED CONTOURS
NCDOT THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-12 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK NTH THE U.S.POSTAL SHOWN ARE AT 1'INTERVALS. • r,
i STD NO TITLE:
SERVICE. F+rY
m CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE TO CURRENT OSHA REGULATIONS. 838.80...........................................................................PRECAST CONCRETE ENDWALL
jo FENCES: ALL PROPOSED GRADES ARE FINISH GRADES. 840.31............................................................................CONCRETE JUNCTION BOX
840.54...........................................................................MANHOLE COVER &FRAME 9 W O
< THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS DIRECTED STOCKPILING NOTE: 840.66...........................................................................DRAINAGE STRUCTURE STEPS .� O r ,
o BY THE ENGINEER.
ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY A CITY INSPECTOR. THE STOCKPILE
oWILL BE PROVIDED WITH GROUND COVER 15 WORKING DAYS UPON COMPLETION OF ANY PHASE OF WORK. Know .Whefrsbelow.
ASPHALT TACKIFIER SHALL NOT BE USED FOR ANCHORING STRAW. Call before you dig.
CONSTRUCTION INSPECTION NOTES: O
�zpM
-¢N ALL ASPECTS OF CONSTRUCTION ARE SUBJECT TO SATISFACTORY INSPECTION AND CERTIFICATION BY THE W
I w m a U ENGINEER-OF-RECORD AND ACCEPTANCE OF THE AS-BUILT SURVEY. a y
mm�m /~CONSTRUCTION MUST COMPLY WITH ALL SPECIAL PROVISIONS,SPECIFICATIONS,GEOTECHNICAL REPORT AND
zp a o CONSTRUCTION PLANS.
o¢d ANY ASPECT OF CONSTRUCTION THAT DOES NOT ADHERE TO THE PLANS SHALL BE REPAIRED OR REBUILT AT F FBI
THE CONTRACTORS EXPENSE. W RI
ocean
Cj
m
a

6"MACN°UA
NOTES:
\ '//�/� I \ ✓ 1M 1. SOIL TEST BORING LOCATIONS SHOWN ON PLANS ARE APPROXIMATE.
REFER INVESTIGATION
TT r E%PLORAPON EPREPAR D BY S&ME FOR REPORTS OFCALL UB URFACEANO r■■
/ 6 MAGNOLIA I'.4 I / RECOMMENDATIONS(S&ME PROJECT NO.1351-10-028.MAY 18TH 2010
&S&ME PROJECT NO.1351-10-028,PH2 DATED MARCH 28 2011).
2. SURVEY WAS COMPLETED BY WK DICKSON ON 04/22/2010.
2"DOGWOOD \ r
ORBNAM NTAL / // \ LEGEND
BUSH T TEMPORARY CONSTRUCTION EASEMENT TCE
\ \ STORM DRAINAGE EASEMENT........
.................... —SDE
MAINTENANCE ACCESS EASEMENT.............. AE 6
\ NOW OR FORMERLY
\ 3900 COLEMAN DR
PIN: 10515332 l> / Y THE MAINTENANCE ACCESS,TEMPORARY CONSTRUCTION, Z o
0
ROLAND FRANKLIN PARKER AND STORM DRAINAGE EASEMENTS ARE RECORDED AS
\ './ / / 8""MAGNOLIA \ FOLLOWS O'
AN
O WIFE / T1.etF / �' BETTY PARKER COLEMAN
°
DORIS DAUGHTRV PARKER
DB: 5959 PG: 535 TEMPORARY CONSTRUCTION EASEMENT............DB 26274 PG 768 Y`W
\ pcK PAT° - ACCESS EASEMENT...................... DB 26274 PG 775
STORM DRAINAGE EASEMENT............................DB 26274 PG 782 u ,
ROLAND FRANKLIN AND DORIS PARKER feu o
PROPOSED SEWER LINE SHOWN
E —S✓++�scum 1 F WITH EXISTING SEWER TEMPORARY CONSTRUCTION EASEMENT............DB 26274 PG 795 �,a
- U EASEMEPOPNT AND EXISTING co
E E EASEMENT AGRG- 9�IT ST"`Nr r EASEMENLEM T(YR)SASUOFION STORMSDRASNAGE EASEMENT DB 26274 PG BDS Ep
DB 25484 R 5 E�-�" E°M/ o4/22/10 CONTRACTOR UTILITIES
To o°
O VERIFv L°cnrlDN°F ununss
�sUE� -� awre°t PRIOR To coNSTRUCTION.
\ c sod."JAIL SET' _ uEEcnv
— N 558856`250"— —�S / _�"—x 1 t^ WG
E - E "69 ", SUE ip M �� NOW OR FORMERLY
E ELEY- 21,45 SUE— —n ou�s BETTY PARKER COLEMAN TRUSTEE
-�— BETTY PARKER COLEMAN REVOCABLE TRUST
NOW OR FORMERLY E EASEMENT AGREEM97 T — ---SUE +°'oax "z ccoa"a �M DATED MAY 26,2010
BETTY PARKER COLEMAN,TRUSTEE \ DB. 25484 PU:E—SUE, 0' —�; SUE— C, ❑U 25 88 Pc: 610 Z
BETTY PARKER COLEMAN REVOCABLE TRUST / SUE— —� ss� i' SUE `C. /\ SG COLEMAN OR. O
DATED MAY 26,2010 E SUE —R ss / CSZ PIN: 10515331
s - °corn ,+ y c vu �E 2
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° `"��WW/ BETTY PARKER COLEMAN REVOCABLE TRUST THIS SHEET FOR OVERALL ORIENTATION F I1
DATED MAY 26 2010
/S,uR o0, i/ 24'°arc DR: zSsaB Pc. s10 NO CONTRACT WORK SHOWN ON THIS SHEET 0 20 40 F" ~
%Iwi p // 26' n ' °:s ' / COLEMAN DR. W p CIS
swa� / / // //,2- EXISTING CONDITIONS ONLY MM W
// , / PIN:10515331 Stole:1 =
HORIZONTAL
a

EROSION CONTROL NOTES: r■
1. REFER TO GENERAL NOTES ON SHEET 2, CONSTRUCTION SEQUENCE ON SHEET 6, AND PUMP AROUND SEQUENCE ON
SHEET 13.
2. TOTAL DISTURBED AREA: 0.99 AC
i
3. CONDUCT PRE-CONSTRUCTION MEETING INCLUDING OWNER/ENGINEER, ASSOCIATED CONTRACTORS, AND OTHER AFFECTED
PARTIES. \ �
4. IF THERE IS TO BE ANY DEVIATION FROM THE PLANS, THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE REVISED TEMPORARILY RELOCATE
PERMITS PRIOR TO BEGINNING WORK. �O F j MAILBOX DURING
\ CONSTRUCTION.
5. CONSTRUCTION ACCESS AREAS SHOWN ARE DELINEATED PER THE ACCESS EASEMENT AGREEMENT BETWEEN THE
HOMEOWNER AND THE CITY OF CHARLOTTE. THE CONTRACTOR SHALL NOT ADJUST THE ACCESS LANE PROVIDED IN
THESE DRAWINGS. O CNTRACTOR SHALL
A L NOT Z o
6. INSTALL ALL PERIMETER EROSION CONTROL MEASURES AND TREE PROTECTION PRIOR TO CLEARING AND GRUBBING. e OUTSIDE OF LOD. O ALL TREE REMOVAL ACTIVITIES SHALL BE APPROVED IN WRITING BY THE CITY PRIOR TO INITIATION OF REMOVAL, SEE
"TREE,SHRUBS, AND HEDGES"SECTION OF GENERAL NOTES ON SHEET 2. AT A MINIMUM, EROSION CONTROL
MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS. ADDITIONAL
EROSION CONTROL MEASURES MAY BE REQUIRED BY LOCAL GOVERNING AGENCIES. i w rrsms i B� g
CONTRACTOR TO PROVIDE DRIVEWAY CROSSING
7. PRIOR TO CLEARING AND GRUBBING/CONSTRUCTION, THE CONTRACTOR SHALL REQUEST AN ON-SITE INSPECTION FROM c' r"s W" / �, THAT WILL ALLOW ACCESS TO THE EXISTING feu
THE CITY'S EROSION AND SEDIMENT CONTROL INSPECTOR. UPON RECEIPT OF CERTIFICATES OF COMPLIANCE, DWELLING. DRIVEWAY SHALL BE RESTORED TO
p 3
GRUBBING/CONSTRUCTION MAY BEGIN. FAILURE TO SCHEDULE AN ON SITE MEETING WITH THE CITY'S EROSION AND k' EXISTING CONDITION UPON COMPLETION OF Q'E
SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 roPrms -' CONSTRUCTION. �a
OF THE CITY CODE AND IS SUBJECT TO A FINE.
8. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM EROSION PROTECTION MEASURES OR STRUCTURES AS
„ oz�
SOON AS PRACTICAL IN THE CONSTRUCTION PROCESS. APPROPRIATE EROSION CONTROL MEASURES MUST BE PLACED
BETWEEN THE DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY VEGETATED. TEMP. CONSTRUCTION
ENTRANCE '�� um All c
9. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE SEEDED PER THE SPECIFICATIONS SHOWN IN DETAIL 5/12 OR SEE DETAIL
AS OTHERWISE DIRECTED BY THE ENGINEER. AREAS BELOW ELEVATION 714.00 WITHIN THE HISTORIC POND LIMITS, AS
SHOWN ON SHEET 3, SHALL NOT BE SEEDED. STABILIZATION MEASURES SHALL BE INITIATED AT THE END OF EACH
DAY IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
STAGING
EXCEPT WHERE CONSTRUCTION ACTIVITIES SHALL BE REINITIATED WITHIN 21 CALENDAR DAYS. TEMP. AREA
10.USE SPECIFIED EROSION CONTROL MATTING AS SHOWN ON PLANS PER DETAIL 5/13. APPLY 3000 LB/ACRE GRAIN �.-✓ a�ca 4 �'
STRAW AND ANCHOR STRAW ON ALL OTHER DISTURBED AREAS. ASPHALT TACKIFIER SHALL NOT BE USED FOR 89 LF OF
ANCHORING STRAW. SEDIMENT FENCE
SEE DETAIL EXISTING LIMITS OF
11. CONTRACTOR SHALL PERFORM GRADING OPERATIONS IN A MANNER AND SEQUENCE TO MINIMIZE THE DISTURBANCE OF e CONCRETE / DISTURBANCE
SURFACE COVER. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. 12 2" 0.99 ACRES OC
DRIVEWAY
12.EROSION CONTROL MEASURES MAY BE PHASED-IN TO THOSE AREAS OF THE PROJECT CURRENTLY BEING WORKED ON.
THE CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN
FIELD CONDITIONS SO LONG AS PROPER CONSTRUCTION IS MAINTAINED TO ENSURE THE INTEGRITY AND USEFULNESS OF \
THE PROPOSED MEASURES. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER. ALL DISTURBED AREAS / �u,M �1 TREES ALONG BORDER OF a �]
ALONG CHANNEL BANKS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH AT THE END OF EACH DAY. // aEsR�as�� W e vrmc THE ACCESS EASEMENT g
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE '✓ i i i i SHALL BE SAVED IF
i 1 POSSIBLE BASED ON Fa
i
CONSTRUCTION SITE DURING ALL PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE PROPERLY \ i� i �� �\ \ REVIEW BY THE SITE
i
MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. / ,i' i \
INSPECTOR &PROPERTY y
i OWNER. NOTE: CONTRACTOR TO PERFORM A
14.ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS OR AT Er-m FIELD WALK OF THE ACCESS EASEMENT
THE END OF EACH WORKING DAY AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION i / ! 20 WITH THE PROPERTY OWNER AND
U RING ANY 24-HOUR PERIOD. MAINTENANCE OF SEDIMENT TRAPPING STRUCTURES SHALL BE PERFORMED AS 'Ta cai INSPECTOR TO DETERMINE THE LOCATION D f\
NECESSARY PER THESE INSPECTIONS. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE OF / \ OF SILT FENCE, PROTECTION AVAILABLE �11
SEDIMENT FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET. SEDIMENT FENCE SHALL BE REPAIRED AS - \ FOR TREES, AND IF ADDITIONAL TREE
NECESSARY TO MAINTAIN ITS FUNCTION. A A °�`�^" ,a \ REMOVAL IS NECESSARY ALONG THE
A ACCESS PATH. V
15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC y
w RIGHT OF WAY. THE CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO Now oR EORMERLv
N THE PAVED ROADWAY FROM CONSTRUCTION AREAS. DAILY REMOVAL OF MUD/SOIL MAY BE REQUIRED. POWER \ 3900 coLeMnN OR. 4'F s ocur°co
WASHING OF SOILS INTO THE DRAINAGE SYSTEM IS PROHIBITED. PIN: 0515332 16y
G
'pi �°a o i \ V A■1
ROLnNo DNKUN PARKER wNf1� ` 500 LF OF SEDIMENT
16.THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE \ AND wiEE ?�/� �, A FENCE
AN
PLANS IF DRAINAGE PATTERNS CHANGE DURING CONSTRUCTION. V DORIS DAUCHTRY PARKER k i -'� - DETAIL
Da: 5959 PG:535
17.CONTRACTOR SHALL PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE ,
z CONDITIONS. USE EFFECTIVE MEANS TO CONSERVE EXISTING ON-SITE SOIL INCLUDING THE USE OF DIVERSION DITCHES. �SEE
18.IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, THE
o CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
zo 19.ALL EXCAVATED MATERIAL MUST BE PLACED AT A MINIMUM OF 5 FT FROM THE EXISTING STREAM. SILT FENCES MUST \ cvrac I`I o mam CC o BE INSTALLED AROUND ALL STOCKPILE AREAS.
20.WHERE WORK IS BEING COMPLETED INSIDE THE POND, THE DAM AND INSIDE THE EXISTING STREAM CHANNEL,
i TEMPORARY COFFER DAMS,IMPERVIOUS DIKES, AND BYPASS PUMPING WILL BE USED TO DE-WATER THE WORK AREA. j ! 475 LF OF ot \ `4\ F mz
A Y p�DIMENT FENCE 1", \�\V
21.CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OF TREES TO REMAIN, AND SHALL NOT DAMAGE SUCH TREES SEE DET�L
IN ANY WAY. A //l/�/i, PR
` 22.IT SHALL BE UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION ANY WORK THAT WOULD NATURALLY BE REQUIRED
✓ /r. 2 z F�
E TO COMPLETE THIS PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK.
L NECESSARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM ENTERING f fr• s' A
a THE ADJACENT OFFSITE AREAS. z �FFi•�(
\
23.AL �rs
\ araQ TEMP. STAGING lb
<` m m
m 24.CONSTRUCTION ACTIVITIES MUST AVOID TO THE GREATEST EXTENT PRACTICABLE, ENCROACHMENT INTO ANY AREA o c
WETLAND/STREAM AREAS NOT DESIGNATED AS IMPACT AREAS.
25.NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED.
n/8 /n d%
26.ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA \ gXI5L1,,,
EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE. A 7WL F
i� 27.PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL
o MEASURES.
28.UPON COMPLETION OF FINAL GRADING,PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR Q■I Q Fy O
a 90 CALENDAR DAYS(WHICHEVER IS SHORTER). SEEDING SHALL BE IN ACCORDANCE WITH DETAILS 5A, B. C, &D ON MATCHLINE SHEET 5 MATCHLINE SHEET 5 0 30 60 F 5"
SHEET 12. 'Z O U
o W �y
a Scale: py
0 29.ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABLISHED, THE CONTRACTOR SHALL HORIZONTAL
NTT ALL W W L
o ¢ SCHEDULE A FINAL INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLETION. AFTER APPROVAL, ALL E-F W L^
S m N a REMAINING TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED. z F
U EROSION CONTROL LEGEND
�z p� /� I■M`Y
,0
05
12 ■ ■ SEDIMENT FENCE(SILT FENCE) 0 �y Try
I Loo UMITS OF DISTURBANCE >4CIS
Orman M
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V
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MATCHLINE SHEET 4 MATCHLINE SHEET 4
EXISTING TOP OF _l , °
--�- ° PROP EXIS SEWER ENE SHOWN
BREACHED DAM �35 _ E �^°'s'gum` F WITH EXISTING SEWER
EL=]16.00} i�. - E J \ EASEMENT AND EXISTING
EXISTING / - - - �.-� e - 75 LF OF EASEMENT A `E�M87 - 1 TES POP AR(TYR)AS CONSTRUCTION
DAM �. T T- _ 1 B 484"RIE - /© A % oa/22/10. CONTRACTOR To
��Sr A D 2 , .�,"�. , VERIFY LOCATION OF UTILITIES
LT FENCE
i
E DETAIL
PRIOR TO CONSTRUCTION.
,vArL sEY _ �uE
' � 1
L - { tA969 HO' SUE S
NOW OR FORMERLY
BETTY PARKER COLEMAN TRUSTEE
t — NE�. '"� �il BETTY PARKER COLEMAN REVOCABLE TRUST
o ll
�E
DOWNSTREAM � � ��� -_-NE - r DATED MAY 26 2010
2. -- SUE �C �� car a DB: 25688 PC: 610
SUE - N \ COLEMAN DR.
AiIM^cu� G
0
PIN. 10515331
gu, i �. - ]6•Gn to GUM S /' _1'LD'
0
__
�r),0 30S - o {a 1 TEMPORARY SILT DITCH 2;
� N
/ �r �� ^wu�w �`Q; -cub �� - - PROP PER PER FC SILT
LDSM N2 � " - DITCH
TEMPQRARY SILT-DITCH 1; '��, � sG STANDARD 30.05. 2.
lul
EXCAVATE TO EL E 1A, PROP 5TL �FSILL� =@_ SEE DETAIL z o�
694' ON 9 `rd.' DITCH PER PER CLDSM _ / - -715 3
NOT a ON THIS // /� STANDARD 3q.05. 12
sari
er
SHEET. / / / - - rp
�i7 / SEE RE ILi 77� �•���
Y. o
SECTION A-A 2 / TEMP. ROCK CHECK E'
In
EMBANKMENT EXCAVATION '/ 7os ti' s DAM PER CLDSM
STANDARDo o=
A 30.10
5 NTS / / REMOVE&DISPOSE
CpNCRETE PAD � y - �� 9Az '
/ IMPERVIOUS DpFE�OR Marc
APPROVED EOUNALENT - OXC a ���
/ TOP EL,EV: 711.00 _ -.. _- z 'S,
.i / SEE DETAIL �' S -
a
/ a
3 1 b o -
/ 13 _ / --
�/ _ mE
—MATE v
e= o
LIMITS OF DISTURBANCE: SECTION A
i
n
0.99 ACRES w ro�SEE DETAIL `
>ER I b��// � u m l) `` /A �� � ��os
CONTRACTOR TO KEEP WORKING oreE" T�rr a rreom ,�s scuawnMM
zw.e /`� i. APR_ Rock �8 PeME{ � N
TRENCH FREE OF WATER FOR 9 ° T DADA, SEE/ /I Sub"/
a
THE DLJRAT10N OF THE PROJECT, K,r I I i �� - s� oak \O
SEE DEWATERING-DETAIL ® z<emu PE, ; P
,. -., f P 6 EASEMENT AGREEMENT s Mq -
, 25530 PG 660
I r cum
12
13 '� 705 o ,rt,um �� Pue - aEacH
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anre
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N @c-PO ure E F SE M ROCK CHK� arc Mum
- REMQCE / .� �; I ,/ SILT FENCE'c E' � ��� /a1JQARD"O510 urooM C�
&VALVE an om ctrErc/ 71 SEE DETAIL' m /
A / 2 ' �� �m •�
�re
SE
e
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i- DAM PEY2 CL05M immure
v / / :: C`.uu ...."`.` ��.� �aa-4 STAB D 3010 U'\ r cum
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TEMPORARY SILT
DITCH 3; PROP 71 LF
OF SILT DITCH PER
❑ ,z/ /// CLDSM STANDARD �� -- vs Hrwcarzr ` � �■■1
30.05.
SEE DETAIL
i
11—E oak NOW OR FORMERLY 12 �o
/ BETTY PARKER GOLEMAN,TRESTEE
/pT// BETTY PARKER COLEMAN REVOCABLE TRUST
DATED MAY 26,2010
m /O MnK DE: 25688 PG: 61O
/ SOLEMAN DR.
c PIo
N: 10515331 �� r��
i NOTES: W
EROSION CONTROL LEGEND a
1. CONTRACTOR RESPONSIBLE FOR PUMP AROUND AND DEWATERING. DISCHARGE FILTERED WATER FROM STILLING 2 �o a O
BASIN UPSTREAM OF ROCK DAM. 12 ■ ■ SEDIMENT FENCE(SILT FENCE) r� 4
p 2. CONTRACTOR TO SEED AND STABILIZE ALL DISTURBED AREAS. PLACE EROSION CONTROL MATRNG ON ALL LOD LIMITS OF DISTURBANCE H
a DISTURBED SLOPES STEEPER THAN 3:1.
o e TEMPORARY SILT DITCH
¢ 3. SOIL TEST BORING LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. REFER TO THE REPORT OF SUBSURFACE 12 E E f E W F
O H 2 m INVESTIGATION AND EXPLORATION PREPARED BY S&ME FOR ALL SUBSURFACE RECOMMENDATIONS. F O
p O 4. DEPTH OF EXCAVATION IS BASED ON AVAILABLE SUBSURFACE INVESTIGATION. THE CITY'S GEOTECHNICAL 12 ROCK DAM O 0 W
- REPRESENTATIVE SHALL APPROVE FOUNDATION MATERIAL PRIOR TO BEGINNING CONSTRUCTION OF EMBANKMENT. U a O ■�
2 w m
m m 5. CLEAR ALL WOODY VEGETATION UNDER 6'IN DIAMETER WITHIN LIMITS OF DISTURBANCE UNLESS OTHERwS >4 �]
z NO D TO BE PROTECTED. ALL
d y n o TO NIITIATION OF REMOVAL.SEE'TREE,SHRUBS.EMOVALAND HEDGES'SECTION OFCTIVITIES SHALL BE OGENERA D IN L WRITING
ON SHEET CITY
PRIOR
j o m 0 20 40 r 6. TREES TO BE REMOVED LESS THAN OR EQUAL TO 6'DIAMETER ARE TO BE CUT FLUSH WITH GRADE. ROOT I■F■1 W 1cd
�
O d n MASS TO REMAIN IN PLACE. TREES GREATER THAN 6'IN DIAMETER SHALL BE REMOVED PER DETAIL 1/13. Scale:1'=20' IMI W =y F-I
HORIZONTAL I�■1 `L
]. TREES SAVED
IFLOCATED ALONG THE BORDER OF THE ACCESS EASEMENT(LABELED AS O THE PLANS)ARE TO V
BE SAVED IF POSSIBLE BASED ON REVIEW BY THE SITE INSPECTOR&PROPERTY OWNER.
F � Q�
[+1
a

/
i
��--71
� 1. CONTRACTOR SHALL REFERENCE THE PRO JECT SPCIFIICATONS,SPECIAL PROVISION 02 EMBANKMENT SELECT MATERIAL FOR
DAMS FOR FILL PLACEMENT PROCEDURES FOR INSTALLATION F THE
DAM.
2 HE CITYS GEOTECHNICAL REPRESENTATIVE
f/
SHALL APPROVE FOUNDATION FOR
LRPREOR TOUN INSTALLATION OF THESRISERF.T
\\ m 47i. \
0 \
3. CONTRACTOR MUST COMPLETE ALL REQUIRED INSPECTIONS AND PROPERLY SCHEDULE ALL OBSERVATIONS THROUGHOUT
CONSTRUCTION TO BE COMPLETED E THE ENGINEER OF RECORD, AS S ATED IN THE REPRESENTATIVE AND/OR CITY OF
/PROP.53 LF OF 48,"CLASS III CHARLOTTE AND CHARLOTTE MECKLENBURG UTILITIES DEPARTMENT AS STATED IN THE PROJECT SPECIFICATIONS. THE ENGINEER
/ RCP WITH
AIRINGS AND OF RECORD SHALL OBSERVE INSTALLATION OF CONCRETE CRADLE AND FILTER DIAPHRAGM.
/ CONCRETE CRADLES
/ I I I .I ``DIAPHRAGM
ES l\�,\ � CONSTRDCTION SEOUENCE 0/�c
UN 705 P - \� V/ z
1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AROUND PERIMETER AS SHOWN AND DESCRIBED ON SHEET 4 AND 5.
Y=�
2. DRAIN ENTIRE PERMANENT POOL BY PUMP OR BY SIPHON. DO NOT DRAIN BY BREACHING DAM. DO NOT ALLOW DRAINAGE RATE TO LOWER POND 20
PSTRUC IURE I / \\�� PROPOSE. t � � /'�� MORE THAN ONE FOOT PER DAY.SEE SPECIAL PROVISIONS FOR ADDITIONAL POND DRAINING INFORMATION. MAINTAIN THE EMPTY POND UNTIL
STRUCTURE g I,. / \7\ JENDWALL \� / hU \ SUCH TIME AS THE IMPERVIOUS DIKE IS INSTALLED. REMOVE WILDLIFE AS NOTED IN SPECIAL PROVISIONS.
SEE DETAIL I 0+ 1;' I I l \ \� \-
O+8 1}00 (2) / \ 3. INSTALL IMPERVIOUS DIKE OR APPROVED EQUIVALENT. T�Nm
,. ,o SUE- 3o�p
4 REMOVE ALL TREES WITHIN THE LIMITS OF DISTURBANCE UNLESS OTHERWISE SPECIFIED DISPOSE OF ALL MATERIAL IN A SAFE AND LEGAL o
\ I: MANNER SEE SHEET 2 FOR ADDITIONAL NOTES ON TREE REMOVAL E 8
PROP.PON DRAIN
=p
P o
32 LF OF 8"''MJ DIP ' __ I I - 1 i/ \ vreo .sW Eta 5. UPON COMPLETION OF INITIAL IA WATERING DESCRIBED IN STEP 2,L CANNER THE EXISTING DAM AS SHOWN ON SHEET 5 AND REMOVE ALL �p o
OHO O I I L/,' / I l 1 1 �' SUE UNSUITABLE EXCAVATED MATERIAL FROM SITE IN A SAFE. LEGAL MANNER.INSTALL ALL CONTRACT WORK AS SHOWN ON SHEETS 4 AND 5
--. O r - �-��. � INCLUDING INSTALLATION OF EROSION CONTROL MEASURES. MAINTAIN POND AT WATER SURFACE ELEVATION 710.00 BY CONTINUOUS SIPHONING
I I S OR PUMPING WHILE PROPOSED DAM CONSTRUCTION IS IN PROGRESS.
PROP.CONCRETE \ 6. PREPARE FOUNDATION AND INSTALL BASE OF PRECAST RISER. CITYS GEOEECHNICAL REPRESENTATIVE SHALL APPROVE FOUNDATION PRIOR TO
5 I JUNCTION BOX' \
PER NCDOT �- \ ` � �� INSTALLATION OF RISER.
BEGIN WORK 0+1729 PROP.FILTER DIAPHRAGM 640.31 k W54 r.�j SDE
3'THICK,34'WADE, 'E ]. BACKFlLL EXCAVATED EMBANKMENT WITH APPROVED MATERIALS TO ELEVATION 710.00.
SEE DETAIL /I I Lm�� \
B. TRENCH NEWLY PLACED FILL FOR 48"RCP PLACEMENT(SEE DETAIL 5/10)
9. INSTALL ENDWALL INSTALL 65 LF OF CLASS III O-RING 48"RCP,CONCRETE CRADLE,AND JUNCTION BOX.
i n ;
PROPOSED RIP-RAP, / \'��\ 10. COMPLETE CONSTRUCTION OF THE PRINCIPAL SPILLWAY FILTER DIAPHRAGM AS SHOWN THIS SHEET RISER STRUCTURE TO BE
8 SEE SHEET 7 FOR FOR // �,\,\ CONSERUCEED AS SHOWH ON SHEET RI THE FIRST UPSTREAM JOINT OF THE 48"RCP SHALL L LIFTS
LOCATED WITHIN FIVE FEET OF THE
�N FINAL GRADES / � �� �,�\ DOWNSTREAM OUTSIDE EDGE OF THE RIBER BASE. FILTER DIAPHRAGM SHALL BE INSTALLED IN LIFTS AS EMBANKMENT IS CONSTRUCTED. FILTER
DIAPHRAGM TO BE INSTALLED AS SHOWN ON DETAIL 1/11. TOP ELEVATION OF FILTER DIAPHRAGM SHALL BE APPROXIMATELY TWO FEET BELOW
F/' //>) \ FINAL GRADE.
�� �`_ ]U 11. INSTALL 8"DUCTILE IRON BOTTOM DRAIN PIPE AND LEAVE 8"VALVE OPEN.
12. COMPLETE GRADING OF THE EMBANKMENT AS SHOWN ON SHEETS 6,7 A 9. }, 0
PROP.12 LF OF 48 CLASS II 13. COMPLETE CONCRETE EMERGENCY SPILLWAY AS SHOWN ON SHEET 8. ^)
STORM 20- SOE Q RCP WITH 0-RINGS AND '
CONCRETE CRADLES ��U - 14. INSTALL RIPRAP LINING AS SHOWN ON SHEET 7. +
EASEMENT �\ \�,��� \\\ 15. COMPLETE POND SEEDING AS SHOWN ON SHEET 7.
PRINCIPAL SPILLWAY PLAN VIEW i6, WHEN GRADING EARTHWORK IS COMPLETE,REMOVE PUMP OR SIPHON.
1]. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER GROUND COVER IS ESTABLISHED AND APPROVAL IS GRANTED FROM CITY AND STATE
INSPECTORS.
0 20 40 18. CLOSE BOTTOM DRAIN VALVE UPON FINAL ACCEPTANCE BY CITY AND ENGINEER OF RECORD.
Scale:1"=20'
HORIZONTAL Z
0 4 8
o Scale:1"=4' •��j
w VERTICAL 0
= a
I
a N
s° PRINCIPAL SPILLWAY PROFILE H
_ z= 722 �722
_ w
Urn PROPOSED GRADE x
o
720 - - - - pp+2L
r- - I 720
Q W PROP.TOP OF z
? II O o DAM 717.30
F _ J
4 718 0 > N 718
716.47 50 YEAR WATER (n v�i
- SURFACE ELEVATION
o q
716 //�- n 716 O
U � /z � ❑
PROPOSED GRADE / \ u II a O
O NORMAL
714.00 NOAL POOL ELEVATION x 5
714 -. - Q - 714
>. 712 F N n / \ u..w� i 11 712
ox710 .9710
O
f
oII'oo
Y EXISTING POND BOTTOM // \ o z
c x 706 / \ -dam=� 706
0
U � '� w
p PROPOSED 45 DIP
O �l
704 BEND-EL
STAINLESS
:,:.:,: a 704 I.a
BTEEL SCREEN SEE
EXISTING GRADE �
j DETAIL
0, 702 - 4 - �� 702
o 10.. U
0 700 PROPOSED 53 LF \ / f
o PROPOSED 32 LF OF 48"0-RING RCP
��� 700 W a L
NU Q OF 8"MJ Di 0000% O 1.OD%..
�Z O inj 698 PROPOSED CONCRETE me \ 698
Q O O CRADLE..SEE DETAIL 6 z rq
�wmM a o� U a
j0¢dd 696 10 696 Qq
PROPOSED 12 LF �
n o FILTER DRAINAGE OF 46". RING E.
o0, 694 DIAPHRAGM. RCP O 1.00% RPROP IP AP PA AO 694 C" YYYIII
d`4„rn SEE DETAIL PROPOSED CONCRETE
-2
CRADLE.SEE DETAIL SEE DETAIL o a n 692 692 a
DATUM ELEV 10 13 ...
ssl.00 a+oo o+sa 1+00 1+so 2+00
a

GRADING NOTES:
1. BACKFILL DAM EMBANKMENT WITH EMBANKMENT SELECT MATERIAL FOR DAMS IN ACCORDANCE WITH SPECIAL
PROVISIONS OF PROJECT MANUAL.PROVIDE IMPORTED EMBANKMENT BACKSLID MATERIAL APPROVED BY ENGINEER
OR CITY'S GEOTECHNICAL REPRESENTATIVE TO MAKE UP ANY DEFICIT OF AVAILABLE SUITABLE MATERIAL
2. FILL MATERIAL EAST OF CONCRETE EMERGENCY SPILLWAY SHALL BE CLASS III TYPE II SELECT MATERIAL. ALL •
OTHER FILL MATERIALS SHALL BE IN ACCORDANCE WITH SP-2 IN SPECIAL PROVISIONS.
3. UPON REMOVAL OF THE IMPERVIOUS DIKE,GRADES SHALL MATCH EXISTING CONDITIONS WITHIN THE NORMAL POOL.
4. IMMEDIATELY STABILIZE ALL REMAINING DENUDED AREAS ON DOWNSTREAM FACE,CREST,AND UPSTREAM FACE OF
DAM ABOVE ELEVATION 714.00.
5. CONTRACTOR TO SEED AND STABILIZE ALL DISTURBED AREAS THROUGHOUT CONSTRUCTION. PERMANENT SEED TO
BY HYDRAULICALLY APPLIED ON DAM EMBANKMENT AS SHOWN ON PLAN. EROSION CONTROL MATTING SHALL BE
,/ A� // Y`,� r PLACED WTHIN THE STREAM CHANNEL AS SHOWN ON THIS SHEET. ALL OTHER AREAS TO BE SEEDED PER DETAIL
5/12.
6ANA AND ACCEPTABLE COMPACnON SHAUL BE ESTABLISHED AS STATED IN TIHE PROJECT S ALL ROCKS,ECLODS,VEGETATION AND OBSTRUCTION SHALL BE REMOVED FROM GRAD D SURFACES PRIORFlTOATIONS.
y
SEEDING AND MATTING. Z Y
7. PREPARE SEEDBED BY LOOSENING 6 INCHES OF TOPSOIL ABOVE FINAL GRADE. o e
B. TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO THE CITY. APPLY ANY^ii� \ TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF NEEDED. V
F'
E wE NG V o0
o \� p r
w
o�_ o=
/ x y a
PROPOSER SEWER LINE SHOWN
- E 1 U EASEMENsnAND SEWER
-� EASEMENT EASEMRNTR(TYR)SCTION ASGOF10
E _ _ DB 4 RSu i r v.w�M*ENo:E 0¢/22/I0. CONTRACTOR TO
rN VERIFV LOCATION OFF UTILITIES
- - _ sUE °.� s<o MaNNOE 4A PRIOR TO CONSTRUCTION.
�- e0dOMIL SET
Ro
� N 55S846 I7b0= - -
s Ws6s2222ea SUE �:(�`"�� 5 __ 6` Now OR FORMERLY S
' � ELEV��l214S SUE- �$ UE� BETTY PARKER COLEOLEMAN,AN,TRUSTEE
BETTY Y PARKER COLEMAN REVOCABLE TRUST
_ cll
SUE ` - - STORM r RATED MAY 26,2010
i ——
NyO �� — SUa--- _ DREMENT oR:zseee Pc: ego
SUE— - ,EASEMENT \ sG cOLEMAN DR. rN
_ - E��� i F PIN: 10515331 W�
suE
a
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o, o�
i
S 'SHEET B FOR _
,RRGBIJCYE AILS N C�
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++ r SEE SHEET 6-FOR / + + �� ,+ \\� I SHE x SEE,
3 / PRINCIPAL SPILLWAY E. 8 DR
PLAN AND PROFILE 8 / + N �� DETAILS
k
' � F
— +� + 6�
+ i
� a
Z - TOP OF DAM
0
EL€VAUON=717.30, (I`m f �'+ +`�++ SLIE $per u C
/1
14'WIDE MINIMUM + 'k:: �/ I �tl R
+ oaos�uN
U
9 Aa✓ UNo
(n / I+ + o i � t� � // /SFD MACE � �E/
SEE SHEET 9 FOR + If V + ++( I ++ i.(F '/
oo � ❑
oa
EMBANKMENT CROSS- + + -+ y., ` EASEME T AGREEMENT app
y SECTIONS OF STATIONS O OB: 25 30 PG: 660 i s
}
+ + 155-!
o SHOWN _ c + +/ ( ( +/ \ \ o a �1
T + 4 + L \
7'T( r + + �. y SDE 97R e c
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/ , o y s�
+
/ p
+ UE
PROP 33 C OF HAND --rtrt,,
+ i RAIL PER CID SM 5001)
/ +- ++$ (ANCHORED IN GROUND
j // / i / �\ i�+ Q + + + Q� BEHIND HEADWALL) / PROP C �54,�\
i \FTL
�' // K T O� ++ + + h Y�R RAP PA 74�Y.Y@ \
o T 1 + + Ian/DEP 14 %
+
SEE DE AIL \ /0
aTO
20 Spp Q �� a UI O
N DETAILED ay // - DRAT \ �\ >OO SEE SHEET 6�FOT 5EE SHEET gg I'0f( �� Fyj
p ' PRINCIPAL BFIun6AY" �\` \\ �\ \ —PETRCIPAL SPILLWAY
/ NNE P"R E/ EASEME T —725— -PxE�P<aN ae rrsaFILe
o w / !i
� -
<�&�M FINAL GRADING PLAN LEGEND OV PIP
yw PERMANENT j SEED HYDRAULICALLY I�1 APPLIED. SEE LANDSCAPE SPECIAL
z0 O PROVISIONS AND DETAIL 5/12 ++ + + ++ 0 20 40 1-4
w
o¢v� CONCRETE EMERGENCY Scale:1'=20'
j4 o m SPILLWAY HORIZONTAL W ,
Orman IM�1 F7/
RIP-RIP DISSIPATER
F
EROSION CONTROL MATTING, r 00 •�7
SEE DETAIL 5/13 0
�I
a

SEALANT SEALANT BONDS ADJACENT CONCRETE
BACKER ROD CLOSED CELL 0'5 FACES CRITICAL: SEALANT DEPTH
PROVIDE 3'DEEP•B"WIDE 6 0.s" (ETHAFOAM ) APPROVED 05 X SEALANT WIDTH
CURTAIN WALL ALONG EDGE g LEGEND EQUAL)DIA=0625" +■
OF CONCRETE SPILLWAY D.5" , ■
CO#6 TRANSITION CONCRETE 1 g° 0.25 *■■■
CO#5 SPILLWAY FROM 20'TO B' '10INT TYPE 1 SEALANT
17' WIDE AT CHANNEL BOTTOM SEALANT ° ° 025
r (0+21.35 TO 0+34.35) SEE UNDERDRAIN a NEW CONCRETE ° ° °° ° a ° °`° 4„:NEW cAF6 T NEW CONCRET °
16' 11600 SCHEDULE ON THIS 2 1011T TYPE 2 ---------- ° °� o ° mBACKER ROD 6' # °
SHEET FOR PIPE pol
p.e75' "} 0675"
° ° °° ° ° a° CLOSED CELL
0�1 8 INVERTS AND LENGTHS ° a ° (ETHAFOAM OR °
r 0 ` g �1 r. 0-I-4 O JOINT TYPE 3 ° °° ° ° MA RED
ROD m °° EQUAL)APPIOIED
°a °
0 T- 0 2B1 SEE n115 SHEET FOR g m CLOSED CELL °° °
EMERGENCY SPILLWAY 0.625" 3/8 STEEL DOWEL ° 5 FT 0 C
0 (ETHATCAM, °
PROFlLE ° OR APPROVED
l 1 11 UNDERDRAIN PIPE �IEW°CON� NEW CONCRETE
b / 1 09e FOR
DIA= °a.
1 CO#4 g ° NEW CONCRETE °.62s '�° ° ° ° GREASE DOWEL
CONCRETE EMERGENCY ° ° SEGMENT IN NEW ° Z
CO#8 11 09e1. 7 6 SPILLWAY °° ° ° ° FILLER MATERIAL°FQAM))R° °CONCRETE°°
16pp 1 STYROFOAM SLAB 0 u
° SEPARATION VARIES
�0#7n �6W 10� 07e' � CO#3 RIP-RIP PAD� FILLER MATERIAL FILLER MATERIAL
FOAM OR STYROFOAM FOAM OR STYROFOAM
17 17°�° °8 CO#9, O6 Q SLAB REPARATION SLAB SEPARATION ° °° °°° ° 4 a
VARIES VARIES ��
4 8'WIDE CONCRETE NOTE:CLEANOUTS OUTSIDE JOINT TYPE 1-WATERPROOF JOINT JOINT TYPE 2-WATERPROOF JOINT �3 JOINT TYPE 3-WATERTIGHT EXPANSION JOINT U
g 06 05� EMERGENCY SPILLWAY OF EMERGENCY SPILLWAY
(0+34.35 TO 1+01.9) SHALL BE CONSTRUCTED AS 8 NTS 8 NTS 8 NTS Q TpNn „
20'WADE CONCRETE EMERGENCY CO#2 SHOWN BY DETAIL CTED
SPILLWAY SET AT ELEVATION 716.00 SECTION B-B, CLEANOUTS LOCATED W11HIN
AT CHANNEL BOTTOM Cop SEE DETAIL EMERGENCY SPILLWAY SHALL Ep6^ °
(STATION D+04.90 TO 0+21.35) # BE CONSTRUCTED AS SHOWN E 8wr.
0 6 BY DETAIL 8/8.
0 0 O 8 EXTEND FILLER MATERIAL EXTEND FILLER MATERIAL 1 2 o z
6"TO EDGE OF CONCRETE SEE JOINT TYPE 3 FOR 6"TO EDGE OF CONCRETE SEE JOINT TYPE 1&2 FOR
k CUT OFF WALL EXPANSION JOINT DETAIL g CUT OFF WALL EXPANSION JOINT DETAILS 8 8
""' CHANNEL SECTION 8"THICK CONCRETE 8"THICK CONCRETE
`SEE SHEET 7 FOR 1 TRANSITION AREA
PROPOSED GRADES :. °o ° Q °o ° °
THE DAM EMBANKMENN T SECTION C-C, a a a
OOi 1 SEE DETAIL p p
99 a° da d° e.° da °
5 01 d 99e0 0#1 8
8 0l °. as
w �' e ° s
OR. DAYLIGHT 5"PVC AT INV. °
SEE SHEET 6 FOR 6" 698.88 WITHIN SPILLWAY. a
PRINCIPAL SPILLWAY / CUT PIPE FLUSH W/EDGE OF 4
PLAN AND PROFILE 2:1 SLOPE. 9"THICK NCDOT ° °° 9"THICK NCDOT °° 4
6" #57 STONE N Q 9 THICK PERVIOUS #57 STONE ° O 9"THICK#57 STONE Q
PROVIDE 3'DEEP z 8'WIDE �.a
0 0 CURTAIN WALL W/WEEPHOLES NCDOT#57 STONE GRAVEL BLANKET, 1
O SPACED 1'ON CENTER AT WRAPPED IN FIT TE,ABRIC NCDOT#57 STONE S A•CEED 1 WEEP
CENTER
O END OF CONCRETE SPILLWAY ° °° ° °°
1
.: 15'LONG%15'WIDE X 2' 6"DIA.PERFORATED p,25• °
k N
-"" SEE DETAIL
RIP-RAP PIPE,
ON THIS o ° °
::-.::: .. SHEET FOR INVEST s 2.0'
-. O 7 as'
�J\J' 13 0.5.
O *wvERT of PERFORATED PIPE zs zs
......,. \ AT TERMINATING END SHALL
V BE 0.25'FROM THE BOTTOM
0 of GRAVEL As snowN IN
O - rws DETAIL
�1 CUTOFF WALL AND DRAIN DETAIL CUTOFF WALL DETAIL
NTS 8 NTS •�
w EMERGENCY SPILLWAY PLAN VIEW I
CS o 10 20 PROPOSED KEY MAY BE BURIED,
PROPOSED KEY MAY BE BUR I ED,
SEE GRADING PLAN ON SHEET 7
Scale: 1"=10' SEE GRADING PLAN ON SHEET 7 FOR FINAL GRADES. #4 REBAR 12"O.C.
HORIZONTAL FOR FINAL GRADES. #4 DEBAR 12"O.C. 2.0' BOTH DIRECTIONS 2 0'
B, BOTH DIRECTIONS B'
a INSTALL SEALED C/1
EXPANSION JOINTS AS
INSTALL SEALED O' a 2 EXPANSION JOINTS AS - ----.
`0 �1
0 2 snowN ON THIS SHEET. SHOWN ON THIS SHEET.
a G, W
722 - - - 722
EMERGENCY SPILLWAY PROFILE
j 720 �311 720 9"THICK#57 STONE 9"THICK#57 STONE
71647 �� ❑
i718 50 YEAR w o 20 40 71a SECTION B-B SECTION C-C II
WAFER j --Scclr 1• 20' EMERGENCY SPILLWAY WITH CONCRETE LINING EMERGENCY SPILLWAY WITH CONCRETE LINING
Nj SURFACE
--ELEVATION SJ \ - CONCRETE WEIR
716- - HORIZONTAL
716 6 7
ELEVATION 716.00 �1 V CHANNEL DEPTH r7 2e CHANNEL DEPTH 8.4
E o 4 8 8 NTS 8 NTS
o
T714 -. \�... -.Scale:1' 47 714 �.�
1
."+ PROPOSED GRADE VERTICAL
m
712 3 DEEP 3D WIDE. \�^ 2 EMERGENCY SPILLWAY PIPE UNDERDRAIN SCHEDULE 7 m x2 o Q
V1 B"THICK CONCRETE EXISTING GRADE n O ;'z
a. INVERT y
CURTAIN WALL t 6 "'
Bm ° a
710 710
CHANNEL SECTION ° LENGTH COVER C�
TRANSITION AREA X' ,� °° 6"CLEANOUT
L H C R
o FROM TO UP DIN SLOPE (FF.) DIA. MATERIAL CO.TOP(UP) (FT.)
.. ��, rc BRONZE PLUG IN
m 708 - - - -PROPOSED - 708 CAST IRON BASE
e CENTERLINE OF r C07 C06 713.34 713.22 0.50% 25.0 6" PVC 716.00 2.2
0 EMBANKMENT CONCRETE CHANNEL °
E%cnvnnaN 3 - a ° ° C06 C05 713.22 709.24 30.56% 13.0 6" PVC 717.00 3.3
O 706 GRADE (STA 0+8544 TO 706 ° W a
--- --- --. pO --SEEDETAJL +� -�' A ° COS C04 709.24 704.38 16.00% 30.4 6" PVC 714.70 5.0
" (o r Q
W z e a 704 #s7 STONE WRAPPED IN Z a s T
D, 704
C04 CO3 704.38 703.17 16.34% 7.4 6 PVC 709.90 5.0 PROPOSED CENTERLINE OF �: n� NON-WOVEN GEOTEXTILE FABRIC CO3 CO2 703.17 700.27 22.83% 12.7 6" PVC 708.10 4.4 U
O --- -- CONCRETE CHANNEL Ti I'a IH
a (STA.a+34.35 TO o+B5.44) CO2 COl 700.27 698.92 5.67% 23.9 6" PVC 705.30 4.5 QI W
NO 702 SEE DETAIL �.... 702 6' PVC COLLECTOR 0
o ---. --. -. 6------. �' \\l COl OUTFALL 698.92 698.88 0.50% 7.0 6" PVC 702.00 2.6
)W / 6"NON-PEREORATEo Pvc®o.5M 6' PERFORATED PVC M R59
N U Y Q 700 CHANNEL SECTION\\\� 5 / 700
oo a --- --. -. - TRANSITION AREA - \1 COS C05 709.34 709.24 0.50% 19.5 6" PVC 712.00 2.2 0 0 Z M
w
CS wm¢n 698 698 C09 CO3 703.24 703.17 0.50% 14.2 6" PVC 705.90 2.2 V 1
/ m , 157 X 15'X 2' NON-PERFORATED PIPE PERFORATED PIPE QI
z s',- 3'DEEP,20'WIDE,8'THICK cuss I - COSO CO2 700.34 700.27 0.50% 14.2 6" PVC 703.00 2.2 >4
.0-3 RIPRAP PAD, [••I W p-I
..y696 - - - - CONCRETE CURTAIN WALL - SEE DETAIL 696 yry
0 0_a N W/WEEP HOLES SPACED 1' NOTE: PVC PIPE SHALL BE NON-PERFORATED ,y F•I
It w r rn ON CENTER 7 ^ FROM CLEANOUT 6 TO THE DAYLIGHTED
694 -- -- - - - 13 694 ( a 1 UNDERDRAIN LAYOUT DETAIL OUTFALL WITHIN HE CONCRETE CHANNEL. W Z
ocean 8 NTS
0+00 0+50 1+00 1+50 C�
m
a

718 718 718 - DAM 071730 - 718 718 DAM 7n 30- 718 ■
]1S R 50 YEAR WATER y- 71S R 50 YEAR WATER ]1S R 50 YEAR WATER ■■■■
SURFACE ELEVATION S] / \\ SURFACE ELEVATION S7 SURFACE ELEVATION S7
716 / \\ PROPOSED GRADE 716 716 - / -_--'"\ - -- 716 716 - / \\ - - - 716
714.00 NORMAL / \\ 714.00 NORMAL / \ 714.00 NORMAL' / \
POOL ELEVATION" POOL ELEVATIONS] / \.. POOL ELEVATION i7 / \..
714 � - 714 714 - — - -714 714 - - - 714
\ I \ EXISTING GRADE - / \ / \
\✓/ / \ PROPOSED GRADE /... \ PROPOSED GRADE
712 EXCAVATION ON \ 712 712 / \ 712 712 / \ 712
\ �\ / \ EXISTING GRADE / \
EXISTING..GRADE
710 710 710 - - / - - 710 710 - \ - 710
/ \ / Z`o
708 708 708 / \ 708 708 \\ 708 O o 0
706 706 706 \\ 706 706 - \\ 706
N2
Y=
704 704 704 LIMITS OF �`.\ 704 704 \\ 704 YU or
\ \ c w
EXCAVATION
\ \^ F
ip
702 - - - - 702 702 - - - \•-702 702 - - - 702 =own
Eg
700 700 700 --700 700 - - - 700
LIMITS OF
EXCAVATICIN
698 _ 698 698 698 698 ',,698
-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 696 .''....696
10+00 10+20
694 694 '..
60 -40 -20 0 _ 20 _ 40 60
10+40
TOP OF TOP
718 .....DAM 7717.30 718 718 ...DAM'717.30 718
716.47 50 YEAR WATER 716.47 50 YEAR WATER
SURFACE ELEVATIONS? SURFACE ELEVATION 7 -
716 - /��-� 716 716 - � 716 TOP OF
V / V 718 DAM 717.30 718 .
714.0D NORMAL / \ 714.00 NORMAL / \ 716.47 50 YEAR WATER 0
POOL ELEVATION L7 / POOL ELEVATIONS] / \ SURFACE ELEVATION rI
714 - — / \ 714 714 --- _ / \ 714 716 — 716 N
/ \ / \ 714.00 NORMAL
712 PROPOSED GRADE\\-. 712 712 \ PROPOSED GRADE 712 714 POOL ELEVATION L7 714
/ \ EXISTING GRADE / \ PROPOSED GRADE
/ --- EXISTING GRADE
710 � � 710 710 \ 710 71, �� 7r
/ NOTE;SEE SHEET 6 /. � / \
FOR PRINCIPAL
708 / r f SPILLWAY PROFILE \\ - 708 708 - �/ /- - \ - 708 710 - -- 710 SSS/S/
706 / - - \ - - 706 706 - - \ - 706 ' \ EXISTING GRADE Z
\ \ 708 \\ ��� 708 r..i
m 704 - \\ -. 704 704 \\ 704 706 / 706 ^J
702 V 702 702 \V / 702 704 % 704
\ LIMITS OF \ /
rn LIMITS OF \ EXCAVATION
700 EXCAVATION 700 700 \�/ 700 702 �.. 702
698 698 698 698
@1 700 LIMITS OF 700
U EXCAVATION
Z r,696 696 696 696 698 698
694 - - - - - ...694 694 - - - -694 696 696
j -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 Ba m
o M ° N
694 694
10+60 10+80 3°
Aso ° O
o<
cNi -60 -40 -20 0 20 40 60 <B
0 + S d
E
m
U 718 y.,.. 718 718 ..... 718 S E 9
T 71647 50 YEAR WATER / \C-/_ E
OP OF DAM..AT 716.47 50 YEAR WATER c`f
SURFACEE GWAY
ENO�WAY EMERGENCY SURFACE ELEVATION S7 T "\ PRDPDSED GRADE - CUT/FILL TOTALS yy m m
j 716 \\ SPILLWAY 718.00 716 716 \ 716NOTE: Qz714.00 NO \ PROPOSED GRADE EXISTING\ GRADE EMBANKMENT STATION EXCAVATION CUT AREA EMBANKMENT RESTORATION AREA 1. SEE SHEET 7 FOR STATIONING OF EMBANKMENT
POOL ELEV �, EXISTING GRADE....714 714 714 j 714 2. DEPTH OF EXCAVATION IS APPROXIMATE BASED ON AVAILABLE SUBSURFACE(FEET) (SQUARE FEET) (SQUARE FEET) INVESTIGATION. THE L PRI GEOTECHNICALNIN REPRESENTATIVE SHALL APPROVE
71" \ 10+00 6$ 134 FOUNDATION MATERIAL PRIOR TO BEGINNING CONSTRUCTION OF EMBANKMENT.
71 71 2 1
LIMITS OF 71 10+20 390 606 3. UNLESS SPECIFICALLY APPROVED,ALL CUT MATERIAL SHALL BE HAULED OFF/ EXCAVATION 10+40 712 975AND DISPOSED OF AT A PERMITTED WASTE SITE.
710 - - - \ - 710 710 - - - -710 10+60 742 96g4. ALL FILL IS EXPECTED TO BE IMPORTED FROM OFFSIIE.
U10+80 771 1003 5. THE CUT/FILL TOTALS TABLE SHOWN ON THIS SHEET ONLY REPRESENTS THE708 - - ( -I 708 708 - - - --708 EMBANKMENT CROSS SECTION AREAS AND DOES NOT REPRESENT THE ENTIRE< 11+00 SOS 930 VOLUME OF EARTHWORK FOR THE SITE. EXCAVATION CUT AREA IS FROMo
"EXISTING GRADE"DOWN TO"UNITS OF EXCAVATION". THE'EMBANKMENT706 / 706 706 706 11+20 550 550 RESTORATION AREA"IS FROM THE"UNITS OF EXCAVATION"UP TO THE I"I A"PROPOSED GRADE"AS LABELED ON THE SECTIONS ON THIS SHEET. >Io �! 11+40 115 136< 704704 704 7040OU 702 L 702 702 702 0 4 8 r\ �y O F�1 lnma V
jwrA
EXCAVATION
p
Scale: I L 4'
700 700 700 700 VERTICAL
d4«rn 0 20 40 r .�
/w o 698 698 698 698 IM��yA1 ��jj
O a n Scale:1'=20'
-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 HORIZONTAL �
1�
11+20 11+40
a

SLOT#4 A'
ELEV.715.10 REMOVABLE WHEEL.PROVIDE COUPLING CONCRETE SLAB
5 AID \ 6"8" �5L WIDE B� 1/B" #REWM
EE NOTE 6 4000 P51
CONTRACTOR SHALL PROVIDE SHOP SEE NOTE 1 INSIDE OF STRUCTURE AND ACCESS UD SEE NOTE 1
ELEV.]15.1� CONC SET IN TOP TO ALLOW TOP SECTION
DRAWINGS OF RISER STRUCTURE TO
CORE 2"DL4.HOLE ENGINEER FOR APPROVAL OF VALVE STEM EXTENSION TO BE IIr
FOR REMOVABLE l REMOVED AND TO PROHIBIT ACCESS. DOWNSTREAM
I
//6" WHEEL 1•-6. 1717.10 a �717.10
6" \ 6• 6• 8.00" SEE NOTE 6 ...._ 6.00"
8
1 -716.60 1-]16.6D
/ ALUMINUM DOWEL TRASH 2'-0' i TOP OF 6"PVC PIPE SLOT OPENINGS i
EMBOSS MH UD 1 1 48" INSIDE TRASH RACK
/\ RACK(TYP.)SEE DETAIL ` 6'-4 Olp. SLOT#1
"STORM SEWER"PER �� RCP SLOT 1 715.10 SLOT#4 HYDROPHILIC WATERSTOP OF 715.10 SLOT 4 715.10
NCDOT STO.B40.54 / 715.1715.10 NON-BENTONRE MODIFIED SLOT#2
B ELEV.715.10 10 EE NOTE 1 OPENINGS ]1510
CHLOROPRENE RUBBER WITH ADHESIVE BACKING
VE STEM13"
ENSION ALUMINUM DOWEL
A PERM POOL PLING TRASH RACK SEE 6 0�
CORE 2"DIA.HOLE 1'-1" DETAIL THIS SHEET Z o
ELEV.714.00 FOR REMOVABLE !_
WHEEL 0 INV:714.00 6'X6'X6"PVC TEE INV:714.00
1'_g• 6"WATER s 6"WATER QIIAWY O
B.
DIP 6'-4" �-1•_6 QUALITY ORIFICE ORIFICE
1-8"
BOTTOM 1'-6"� /A
RCP OUTFACE PIPE DRAIN BUM RUBBER (�1•-6 12• V/
6"WATER QUAUTY DRAW' /� A'^ JOIP SEALINT 6"PVC PIPE BUTYL RUBBER
DOWN ORIFICE \
CONCRETE RISER COVER STRUCTURE PLAN VIEW (TYP) JOINT SEALWT S�
OZ T_ 6 PVC PIPE 24 O.C.CUT �, �,� (TYP) �/ \o
ELEVATION 714.00 r�A,�pF. �`� NO Sr•ic q5 NEEDED FOR SPACER V "
SSlOT S t BETWEEN DRAWDOWN PIPE w
5'-4"'X 5'-4"(INSIDE f AND RISER WALL(TYP) ® ALL N RISER JOINTS.
l­SS STEEL DIMENSIOSTRAPS ON
CONCREfENRISER PRECAST
B X �7`g)p f 1/4"STAINLESS STEEL STRAP SEE D}AIL �Q roza o
1. FLUSH MOUNT MH COVER&MH RING WITH 1/2"STAINLESS STEEL 10 E�
2 MANHOLE STEPS®12"O.C.PER NCDOT STANDARD DETAIL 840.66 WITH WEIR OPENING AS 1ST STEP. ANCHOR BOLTS(TYP)
3 #5 REBAR PLACED DIAGONALLY AROUND MANHOLE RING.2 REQUIRED FOR EACH DIAGONAL. 5'-4"%5'-4"(INSIDE
B"(MJ)DIP BOTTOM 4. CUT ALL REBAR}"BACK EOM ORIFICE OPENING. STEM GUIDE 6"PVC CAP DIMENSION)PRECAST z
DRAIN E)(TEND AS 5. PROVIDE 2'OF CLEARANCE FROM REBAR AND ANY CONCRETE SURFACE. W6"4"HOLE ® CONCRETE RISER BOX.NCDOT
SHOWN IN PLAN 6. COVER TO BE 4000 PSI CONCRETE. (�) STEM GUIDE STANDARD DETAIL B40.31.
7. THOROUGHLY TAMP FOUNDATION SOILS PRIOR TO BASE SLAB INSTALLATION. MJ PWG VALVE (TYP) CONCRETE
8. ALL RISER JOINTS TO INCLUDE WATERTIGHT BUTYL RUBBER JOINT SEALANT OR EQUNALENT AND EXTERNAL JOINT WRAP. INSIDE RISER SIR. 5'-4"X 5'-4-(INSIDE 4000
J 9. RISER SECTIONS TO BE PRECAST.
10.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR PREFABRICATED RISER SECTIONS TO INCLUDE BOTTOM DRAIN WORKS. DIMENSION)PRECAST P51
11.MINIMUM BEARING CAPACITY FOR RISER FOUNDATION SHALL BE 1,45D PSF. THE CITY'S GEOTECHNICAL REPRESENTATIVE SHALL APPROVE CONCRETE RISER BOX.NCDOT
FOUNDATION MATERIAL PRIOR TO INSTALLATION OF THE RISER. BOTTOM STANDARD DETAIL 840.31. 6.00' HYOROPN;O TE MODTOP OF
12.CONTRACTOR MUST COMPLETE ALL REQUIRED INSPECTIONS AND PROPERLY SCHEDULE ALL OBSERVATIONS THROUGHOUT CONSTRUCTION TO BE OF POND NON-BENTONE MODIFIED
COMPLETED BY THE ENGINEER OF RECORD,GEOTECHNICAL FIELD TECHNICIAN AND/OR CITY OF CHARLOTTE AND CHARLOTTE MECKLENBURG SEE CHLOROPRENE RUBBER WITH s
UTIUTIES DEPARTMENT AS STATED IN THE PROJECT SPECIFICATIONS. THE ENGINEER OF RECORD SHALL OBSERVE INSTALLATION OF CONCRETE -,NOTE 2 ADHESIVE BACKING h.
' CRADLE. BOTTOM
OF POND 5'-4" 48"0-RING
ISOMETRIC VIEW 5' 4" MJ PLUG VALVE GLASSLIII RCP
6.00"
\ 4B"0 RING WALL ENSURE WATERTIGHT
4 CYLINDRICAL THICKNESS CONNECTION BETWEEN
REMOVE 1 BAR EOM MASHRACK CUSS III RCP OUTFALL AND
10 INTAKE SCREEN RCP OUTFALL REQUIRED
FOR VERTICAL 8"PVC PIPE B'(MI)OIP RISER SIR.WAL O
SLOT#1 WATER QUALITY DRAW BOTTOM ROUT O
®705.00 705.00 ]05.00 O
TRASH RACK A DOWN ORIFICE. OF POND c� 1
PRECAST CONCRETE
RISER.SEE DETAIL OCONCRETE
• r(
CORE 2"DIA.HOLE I` THIS SHEET. ELEV.716.60 b 3600*P51 50.4" CONCRETE 3600 PSI N
FOR REMOVABLE ELEV.716.60 EXTEND B"DIP AS SHOWN 50.4"
WHEEL ----- ON PLANS WRH 45'UPWARD t-
BEND AND FLANGED END
MJ FLANGE
SLOT#4 ELEV.715.10 6" 8"
5'-4" TRASH RACK A ELEV.715.10
A A FILL BOTTOM OF RISER
WATERTIGHT,FLEXIBLE RUBBER 6-4 V-4" STRUCTURE WITH CONCRETE AWN
GASKET FOR DIP TO FlLL BOTTOM OF RISER UP TO INVERT ELEVATION OF r•S
5'4" UP TO
NE WITH CONCRETE RISER INLET SIR. - SECTION B-B 705.00 8
CONCRETE RISER CONNECTION- UP TO INVERT ELEVATION OF
RISER INLET STR. - SECTION A-A 705.00 S
PERM POOL RISER DETAILS CONCRETE RISER SIHALL MEET OR EXCEED ALL APPLICABLE
BLE RUBBER GASKET MR DIP PIPE TO
ELEV.714.00111
B MH LID.SEE � �i 10 NTS pSTM STANDARDS,INCLUDING ASTM C923
RISER DETAIL V
THIS SHEET CONCRETE SLAB CONCRETE SLAB G�
CONCRETE SLAB CONCRETE SLAB SLOT#2
4000 PSI aooD P51 �O
4000 P51 6._4-
4000 PSI 6'-4"
17 1;SLOT#3 (6.5 LF)3"X}"PLATE (6.5 LF)3'X}'PLATE }y
TRASH RACK A ELEV.716.60 3 ELEV.]16.60 ELEV.716.60 3 ELEV.]16.60 A�
� TRASH RACK A -- -- 4)}"SCREW AND ANCHOR �( ----- q)}"SCREW AND ANCHOR � ^I
TRASH RACK A
OPENING AT BOTTOM 1"DIA ALUMINUM
DOWEL 3" 1 5' 2.0' 1"DIA ALUMINUM DOWEL
SLOT#2 OF TRASH RACK A TO
TRASH AT 6"O.C.RACK TRASH AT 6"O.C.RACK
0-RING B OPENING AT BOTTOM WELDED TO PLATE AND WELDED TO PLATE AND ELEV.715 10
N TRASH RACK B ISOMETRIC HAVE AREA NO LESS ELEV.715.10 _ ELEV.715.10 ELEV.715.10- -
w CLfSS III OF TRASH RACK A TO THAN 7.5 SF. - ,: ANGLE(TYPICAL). - --- ----- ANGLE(TYPICAL).
RCP HAVE AREA NO LESS 1i(-
OUTFALL THAN 7.5 SF. VIEW 3.35' SLOTS#1,3,&4 3.35'� 3.35'I ---
1.1' 1.1'
NOTES: 1.5'
i
-30 1. TRASH RACK A TO BE USED FOR SLOTS 1,}•AND 4. _PERM.POOL _ __ __ PERM.POOL _PERM.POOL __ __ __ PERM.POOL [�]
ELEV.714.00 6^ ELEV.714.00 ELEV.714.00 6• ELEV.714.00 O
W RISER PLAN VIEW 2. TRASH RACK B TO BE USED FOR SLOT 2. V IGSI
3. ALL PLATES,FASTENERS,AND ANGLES SHALL BE ALUMINUM. (6.5 LF)3-X3-X}' (6.5 LF)3"X3"X
p ],---1 5' ANGLE HORIZONTAL BARS NOT ANGLE HORIZONTAL BARS NOT
/ 4. THE ALUMINUM FASTENERS,PLATES,AND ANGLES SHALL BE WELDED TO THE 4)}"SCREW AND SHOWN FOR CIARITY 4)}"SCREW AND SHOWN FOR CLARITY
TRASH RACK. ONCE WELDED,THE ENTIRE ASSEMBLY SHAU�9E SE �R TQ ANCHOR ANCHOR 9 F3
j THE RISER USING ALUMINUM ANCHORS AND SCREWS. I/z \ KA H RACK DETAIL
U 5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ENGINEE 1Q W PRIOR TIRTS
CONSTRUCTION. a a'F6
SECTION A-A TRASH RACK A FRONT ELEVATION SECTION B-B TRASH RACK B FRONT ELEVATION rc
E
NOTES NOTES: o 6: N�
U 1. PREPARE FINAL BREACH GRADE AS"GROUND SURFACE"IN LEGEND S E 9
>, UNDISTURBED EARTH ACCORDANCE WITH PROJECT SPECIFICATIONS. 1. CONCRETE CRADLE SHALL BE 3600 PSI CONCRETE WITH i c�
.". 2. BACKFILL TO ELEVATION SPECIFIED ON SHEET 6 WITH ® REINFORCEMENT AS NOTED. a" a• a
"SATISFACTORY SOIL MATERIAL FOR HOMOGENEOUS S
j EMBANKMENT CONSTRUCTION"IN ACCORDANCE WITH PROJECT 2. CRADLE SHALL BE CAST IN PLACE. o
SPECIFICATIONS AND AS DIRECTED BY ENGINEER. SOIL BACKFILL 0a Sy
rn 3. EXCAVATE TRENCH TO DIMENSIONS SHOWN IN NEWLY PLACED 3. SUBGRADE BELOW CRADLE SHALL BE IN ACCORDANCE
NOTES: SOIL MATERIAL. PLACE PIPE IN TRENCH AS SHOWN. CONCRETE CRADLE 0 WITIH PROJECT SPECIFICATIONS. 6 n` a
4. INSTALL CONCRETE CRADLE AND OUTLET PIPE PER PROJECT 10 6
1. SCREEN SHALL BE CONSTRUCTED OF A304 STAINLESS STEEL SPECIFICATIONS AND AS DIRECTED BY ENGINEER. 4. SEE DETAIL 5/10 FOR BEDDING DETAIL
2. BOLTED CONNECTIONS SHALL BE MADE WITH STAINLESS STEEL BOLTS WITH MECHANICAL FASTENERS. 5. CONTINUE BACKFILL OPERATIONS TO FINAL GRADE. MIN.WORK
�• ISER }"S.S.THREADED ROD EPDXY GROUT
c WALL EMBEDDED IN RING WALL. MINIMUM SPACE�
R `
EMBEDMENT=3". 6• 118.
N A W
U i Do MIN rFi
/ MIN. . I.-BACKFILL
STAINLESS STEEL STRAP HBGHT 1�1
� , z
2�j• `�8 12' MHL anCKnu tB' a 16" 4B"PROP Q,' W 11V�.
N \ POND GRAIN PIPE N HEIGHT MIN. 0 MIN. QNOI6111RBLD FAR1H 0-RING RCP
0.50 Do Fl_i I�1
m- _RISER
o I-sQ +
o / JOINT 5" \ CYLINDRICAL INTAKE ONT RCP #3 STIRRUPS 2.0'O.C.
Q SCREEN-1"MESH 4B CUT rr,�
U o N 3" (HARDWARE SHALL BE 3" 8" 7NM;RLEW7
" Vap STAINLESS STEEL) FlHLL ELIBANKYFMMIN. r�FINAL EYBANKMEM BREACH GRADE >4 fEBRro H GRIBS CONSSETSRE cRAO 1-4
De #3 R#3 5'O.C. r CIS
O a n 5-4. PROPOSED 4T BEND
PRINCIPAL SPILLWAY PIPE BEDDING �1 CONCRETE CRADLE
STAINLESS STEEL STRAP DETAILS CYLINDRICAL INTAKE SCREEN ° NTS O w
o
Lff)- NTS 10 NTS 1* 1.
a

ol
9'-6"
6'NON-PERFORATED
DIP 6"NON-PERFORATED DIP
B—]
2-G1
6"PVC WYE I
1((( 6"PVC WYE
PVC CROSS 6"DIA.WEEP HOLES—\ / V_
A 8"PVC CROSS A m 2-V1 @ 9"FILL FACE
ELEVATION ELEVATION
704.10 t = 7oa.lot w - -- 1-V1 STIR.FACE
:::,•;.�_ :..to-:'^::::..::
II �
2-B2
NCDOT 48'DIA ELEVATION [IVATION W /
2S SAND 0-RING RCP 6 NON-PERF
701.5 f 701.5OUTLET PVC OUTFALL 6"NON-PERFORATED 3.Z' 3.2' 6 DIP 6 DIPPVC OUTFALL PVC TO DIP INV=701.25 =701.25 �i O -
_ 48•' RCP y ��pp O
P COUPLIDIPDIP
NG COUPLING I INV= 699.00 / Z O W_ 9" / N
f�6"DIP OUTFALL \ W y -
w> > �� ��i
6'DIP OUTFACE - to W ` _ \YU_Pw
PLAN VIEW w 3o re„
1 1 0 4
6"DIA 90'C.O.PATH
VALVE BOX RING _
PROPOSED GRADE SEE DETAIL 6" o W m -
SEE SHEET 7 e
13
6"DIA 90'C.O.WTH VALVE
BOX RING SEE DETAIL CONST.JT. 2-B1 2 N1
6I NON PERFORATED PVC
1 e RISER FOR C.O.(YP) p m
J� GD. 13 C.O. G.G. C.D. ELEVATION
0
5 SPA. 11"FILL FACE
T1 TOP$BOTTOM 2-V2,2-V3,2-V4
4-9
NCDOT
Y r NCDOT 2'-4 18"
2S SAND
6 SPACED @ 11" 2 SPA.@ 2'-6"STIR.
H3
.6. 111e" FACE 2-H1,1-H3, 2 SPA.@ V-10"STIR.FACE O
"Z"BARS IN TOP
OF FOOTING FNI
1-V2,1-V3,1-V4
HDPE END CAP SEE WING ELEVATION3 SPA 1'�"FILL
BELOWFACE 3-H1,1-H2,1-H3 1.0
io -- fi ------- w U - -- V3 it
0.5%SLOPE NO.78M STONE 0 5%SLOPE (V \ LL w
6'OUTFALL fi"OUTFACE - - - - - ---\ J Q•
NCDOT g•DIA PERFORATED o J 0 34•2S
SAND HOPE \ i LL (n - - - - - - V4
- H1
N 6"DIA 90'C.O.WITH ,w9 '� �,� � \ - �
VALVE BOX RING jam'
q 7T T�
CROSS SECTION A-A SEE DETAIL h m _ 3,
4 y
13 5" (V (V 0
A ,� T4 „Z„ a
6"DIA NON-PERFORATED NCDOT 2S SAND
T4 3�5PA.
3-N2
PVC DISCHARGE @ 11"
w EMBANKMENT 5 SPACED @ 11"
w 8"DIA DIP DISCHARGE FILL �,,z 16„ "N"BARS IN BOTTOM i�
N To nE INTO •.:!':•:.: 10. 1 OF FOOTING (~
PROPOSED ENOWALL. OPROP-RING RCP 2'-10z SEE WING ELEVATION BELOW WING ELEVATION Z
INV OUT AT ENDWALL
vi =701.25' 32. 9• 10" 10"
N0.78M STONE 2. PLAN 3 2 z-°G° °
w
% 6"DIA BAR SIZE '' 2 ���►III 2 2 o _
s-0.5%SLOPE NON-PERFORATED /7 p I~2�� FILL FACE 2" 8a fFyyy p Q
j 6"PVC CROSS PVC 1 '\ E`j
..........:.
5•�f3•� B2 #4 FILL FACE
E TRANSITION COUPUNG FROM o 6"PVC WYE 1 #7 V1 9" "V" 1'-10" m"<
6"PVC TO 6"DIP H1 AS NEEDED @ "V"@ 11" @ o U
CROSS SECTION B-B H2 #4 @ WING WALL `sa
, H3 #4 Z z H2 AS NEEDED UU Qa
m PERFORATED
�. END CAP N2 #4 H3 AS NEEDED > N1 @ 9" - z .9
N OPENINGS 1 1 1 "Z" � 7, 6 O p ^,
T4 #4 �■ J■ V1 @ T-6„ 2'-6" T4 a 1-1
O O O T5 4 ° ° WING WALL c
0 0 0 # W W H BARS @ T5 @ 6' F
m 000 000 6"DIP vi #4
000 V2 #4 Z z -
m O O O V Do U)
O V4 #4 Q Q Z1 AS NEEDED $ a 1'-6" V-6" T4 a a
a Z1 #5
p 6'DIA PERFORATED END AS
a ANIMAL CONTROL GUARD CAP TO BE PERMANENTLY Z3 #4 Z2 AS NEEDED in
0 DETAIL FASTENED TO END OF PIPE. NEEDED $" 9„ I-a
NOTES: r(
S m s m n N VARIESJ •
jU m d 1. AGGREGATE FOR FILTER DRAINAGE DIAPHRAGM SHALL BE NCDOT NO.78M CLEAN STONE. N BARS Z3 AS NEEDED 6„ 4'-0" I-a ✓ W F a
oo i7
<0 0 2. ANIMAL CONTROL GUARD SHALL BE INSTALLED AT THE OUTLET OF THE 6"DIA.FILTER DRAINAGE DIAPHRAGM DISCHARGE O O A
x lOm N CONDUITS IN THE FORM OF A PERFORATED ENO CAP AS SHOWN IN THE DETAIL ABOVE. SECTION B-B SECTION A-A m l�"D
� 3. THE ENGINEER SHALL INSPECT AND APPROVE THE FILTER DRAINAGE DIAPHRAGM MATERIALS PRIOR TO CONSTRUCTION. -�
o N 4. ALL PERFORATED PIPES SHALL HAVE SLOT PERFORATIONS. 1 PIPE NOT SHOWN 1-4
j4rn 5. ALL PIPE OUTSIDE OF FILTER MEDIA TO BE NON-PERFORATED
o
Oran 6. INSTALLATION AND COMPACTION OF SAND MATERIAL SHALL BE COMPLETED PER PROJECT SPECIFICAnONS. "HIII'IN",&'7'BAR DIMENSIONS Z
ARE OUT TO OUT "Z" BARS (a)PRINCIPAL SPILLWAY END WALL DETAIL
FILTER DRAINAGE DIAPHRAGM DETAIL v
11 NTS
a

NOTES:
1. A STAB LZED ENTRANCE PAD OF HS WASHED STONE OR RAL ROAD BALLAST SHALL BE LOCATED WHERE
nssr agr c e•/oc�•% sss roarer
IRAFFC WLL ENTER OR LEAVE THE CONSTRUCT ON STE ONTO A PUBLC""T SEEDING locr■
2. FLIER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. s'unx. mere z WmmeNm [mmNm yemlm
THE ENTRANCE SHALL BE MA NTA NED N A GDND III WH CH WILL PREVENT TRACING oR FLaWNG OF IEDMENT M%TURE
B ONTO PUBLC STREETS OR EXSn NG PAVEMENT. THS MAY REGURE PERODC TOP URESSNG WIH ADD nONAL Cmawx #cfdwtl N6
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. - m,w roaac o,nmAL ssm mG marvTus:rvouEMam Fmreuaav oR maRCu
= CmroW #c Bavvv
SP
DROP 11 IAIHEC SIR TRAINED INTO P11LI1 STREETS MUST BE REMOVED IMMEDIATELY, wwsu rasa ma,c � OAlES c'� rr�yI4m<tlr
OIR AT"REpUERTUDWTDUST EA STABL QED WTH CRUSHED STONE WHCH URANE NTO AN
ENWASHING IS e6m"hwm yh�nhW61p°
OVE TOIurcPr
APPROVED
BASIN SEE STD,NO,31.11B,
MECI AT DI AY(STD.11 25J To ENUMENTS xwron ectvre, b,a,d ee ova �W yam.
ACCESS THE CON'TA OCT
ON STE F THE DR HEWAY 5 AN A IHORDUGHFARE. - " the D
ccoraonce warn the t®t re,ulr,. •1e Pmtlnw rdem S
S84u.1'1+�
Too AN, ITNEETcErvsreaL rvmss' ei...•u...i e a b Ima nN+„�da+Y *
` � i TMAry se°An. ie es ass°w,rsres siv rsues is ro resmAiry core A asaio°or u°as ucnon ocnHnex or a,elreaea
"I"."I".creou � nA INnry ns I-L eE s-° HAMT e eE IF THI SIT ASNAN1111—-EL m urrn nrF noTF
e urvDEa gs wasnm FA
sTu\\\\ Ervm.THIN MIT FErveE u,sre,E 1 . i•e<w n•r.•ie
I •.••i•e m�.r ° .a , ia.a.ante z,••I.ea• n rnon ene{I)acre,o g—d
vrecrorvcsc re"NTnwrnll.uurI'DEDIELY reEvnlls rvEEoso sxnu AmncE ImmmwTuv. O o
vs is arsmrtc mre xsuALAT
s�icxwror�unou orm suu�m EuEvusEusvE ry -
areas sxE IF reE,ucEc,xcmmr. E aarerelEa snu Is rvmsssnn,HIT rncalc V/d
c°r°re°row zMLIL°TxE rraxlc cEmm,°sE ore emomE IrvvrEcmE,relca roHIT ErvD Dr °
mE Ex,EcrEo usnelt urE uae m •i•,•..n•u e.°ieer.e•�•rn.nri••,.•.am.iu'eA•ee=•war,e•we..,w.rNe<�..•.•in•mer r•r•.wie•.
Y u
LT
area °°ter°^r�«rE°°�,°. �'"rere nrerams6°acx�.�re„ars°re°TMrre alsnrva°�nEE°,nE°arv°srR°m. E°aEssE°T°R°rv�am PVT APERMANENT SEEDING FOR STREAM BANK STABILIZATION =eu
esI wasum srorvF saE m� ----- -- — d �T 4 - -
=-
IFTF rvoTFe mPRw NOT TO SCALE oowm
TEMPORARY SEEDING FOR SUMMER AND WINTER SEASONS
CHARLOTTE — MECKLENBURG CITY OF CHARLOTTE O2
LAND DEVELOPMENT STABILIZED CONSTRUCTION ( Am HEVELaamENT sTANHARHs e TEMPORARY SILT FENCE
STANDARDS 1z ENTRANCE 3o.11A a� m�mnna wcLunesceaaI_ee� 12 3o.osAa-
seeaLl�e-cr BT(8tlm o[wB3)
ReWBBe N— Commeu N— ReMhL3 Bace
schinfi ntvcm J S+rmex e.4Tkl
Avrdwev 113.1e1 MP1y 435 sec
3cde ccrrvle wester Bye
FILL SLOPE 9retl Mh B-Bvmmv(&ketvt leart3)
Panirnnsmwnen Bmv'vtvP rwTn '.
�z mw Apply Ill W�
COMSEE ED BERM lB—B
PAOT
Sevin itvlNv GeLmev oxM1BMille[(Pox4B
N4N A(cRas nr briNeen®)
oemxr romuan AIw Per w—3�L
PeMwy Ls um�sB Aw�wme<�L®aaeP).m„en s�«ewL m3cy O
n+.yft.�*sIP)em III— a
lay 5ft.,B en�mse°s� emazr)m.flmwwe<n+amamn« O
rl
IEE UFAL nry TxIEN_ '
siio�x HVT.Ervs W°�Ra GRAT
B TEMPORARY SEEDING AND MULCHING ,
THE
4 FOR STREAM BANK STABILIZATION
12 THIS DETAIL HAS BEEN OMITTED
NOTE: ° GENTLE SLOPES STEEP SLOPES
DTCH=RODEO HA E LED'TUDNAL SLOPE DF,:. —
aaT�.
2.SLT FENGE MAY BE REOU IF BEH ND BERM SEECHUG
'
MIXTURE
MITT O a.e„r zI Oaraea. FALL `E-a<ae..
�RARY SILT H Ora aera. F.e..•.,,5 A,rII,E v,E ,E
misl°rvs nOxlrve Us R. SEEDING Te,.<,ee ,,,elan Iere aeee. Tc,.,Tee ,,,ales �
7�7
DATES aarmweaarca, ,SIb./c,.,n,II earm•eca.a... O
MPRWEO DATE
CHARLOTTE — MECKLENBURG
LAND DEVELOPMENT tz TEMPORARY SILT DITCH AM ENDM SEEDNG ENTS ..., ac0 a
STANDARDS ee, .,,.
F Al I.T usE Al CHANNEls
NDR No-
aaw...�raaer<•.®r.ae aA.•�mar ea,•�<aa•.,A.e.a.ue s.an<e,aava•.e0 aa.eeor{a)•n. °arcane
3
e•n,mlmcml ea,Iae<•e%evn W• eu a,•IA acllwl{y eo°n,a ewa mmI e6 nenW�l.re.e e••m,��e•m•o,I�•vea,I,mI e,
W + _
❑ o
GENERAL NOTES:
C PERMANENT SEEDING SCHEDULE a
U NOT FOR
USE IN CHANNELS �'"
1. CONSTRUCT DAM ACCORDING TO NCDENR EROSION is
CONTROL MANUAL. a
E2, ROCK DAM RIPRAP SHALL BE 50/50 MIX OF CLASS I FLOW gU
m AND II. TEMPORARY SEEDING FOR WARM AND COOL SEASON oi;� ICI
• SEASON STEEP SLOPES rc�
U 3. PLACE ROCK DAM AS SHOWN ON PLANS. EXTEND su m
« CLASS B RIP RAP ROCK APRON 5 FEE DOWNSTREAM A `;sT X, AEARLY
yy m A
mFROM TOE OF ROCK DAM. L SEEDING AR/YS SUMMER
Iz°Ie./••,.R>e(gale) Qlam
Z 9m O O-i
N RF 6 xa fsl
a.,,Bien arewu I,ear rally ca,wc„, w.o...a�e,b./w,.w.•,a.T.miaer 6
tl1 6 PLAN
j �{ A
p W(SPILLWAY) ING
SEED
Q IN 2/3 STREAM WI ENDMENTs Im/vcre nm�tR,Bee Tba Iw/ao<,o,,o-le Iw/oc2 lrn,v,orl•,ueee Tee Ib,/ec2&iD-,AED
FO-E 1
aFLOW x cuarvrvEtl ArOI
rvoTE, j�/�yy
w
nrrr „ arcana y
�aw •
oe ne,=weMeaee�rao
N 2' �DTH
W e.ee,e,eP=,Bee r, - e - - nerc,r. a I
OW r a•,...na e.,aeraa ar au...�aa,.asaaa w,lu,A•ea mwa.,e.s•.a,a..waw...a•rn•I.er ra,a.r.al„a.a.�ae. L
C^LEVEL(MIN) W
a > W
SECTION B-B sEcrloN A-A O O W
0 o D SEEDING SCHEDULE u a
%
I m N
o (SEASONAL)
oNOT FOR USE IN CHANNELS Q)
aw�� �6 TEMPORARY ROCK DAM �1 SEEDINNISDETAILS
12 NIS 'z M F/ocean
t
C�
a

NOTES:
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR BASE POND
ISOLATED SECTIONS.
2, IMPERVIOUS DIKES OR OTHER APPROVED METHODS FLOW NOTE:
SHOULD BE USED TO ISOLATE WORK AREAS FROM BASE 1, CONTRACTOR SHALL FOLLOW CONSTRUCTR ION
REMAINING MASS FLOW. CLASS A STONE \ SEQUENCE AS NOTED ON CONTRACT —
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN \IIIIW DAWINGS.
2 DAM EMBANKMENT 2. IT OF DIKE VARIES.REFER TO PLAN DOWNSTREAM
CAN BE STABILIZED IN ONE WORKING DAY. VI
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EW FOR HEIGHT OF DIKE.
= BETE MINING PUMP SIZE SUFFICIENT TO PUMP 10-YR
FLOW RATE OF 42,320 GALLONS PER MINUTE,OR INTAKE HOSE IMPERVIOUS POLYETHYLENE
OTHERWISE BYPASS iD-YR FLOW. MEMBRANE ON FACE 20 MIL THICK LEVEL WITH TOP OF BANK
5. DIKE MUST BE CONSTRUCTED OF NON-ERODIBLE OR AS NECESSARY TO TIE
MATERIALS SUCH AS SANDBAGS,SEE DETAIL 3/13 OR WORK AREA INTO EXISTING GRADE
_ OTHER APPROVED MATERIALS. IMPERVIOUS DIKE
DETAIL 3/13 OR
III_ SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND OTHER APPROVED
METHODS
1. INSTALL SPECIAL STILLING BASIN AND STABILIZED DEWATERING PUMP
OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM
END OF THE DESIGNATED PROJECT WORKING AREA. DEWATERING Z o
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP PUMP OR SIPHON CLASS 1 RIP RAP,NJ BARRIER _
AND THE TEMPORARY PIPING THAT WILL CONVEY THE OR OTHER APPROVED
REMOVE ROOT MASS AN
BASE FLOW FROM UPSTREAM OF THE WORK AREA TO THE MATERIAL O
BACKFlLL WTH EMBANKMENT STABILIZED OUTFALL.
SELECT MATERIAL PER 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING (IF USING RIP RAP ,^
SPECIAL PROMSIONS. OPERATIONS FOR STREAM DIVERSION. DOWNSTREAM,SLOPE NO Y r 4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND CLASS A GREATER THAN 2:1) _
DEWATERING PUMPING APPARATUS IF NEEDED TO STONE DISCHARGE HOSE
DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE
FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO SPECIAL STILLING NOTE: HOSE SHOULD BE
YU _
TYPICAL TREE DEWATER THE WORK AREA. THIS WATER WILL ALSO BE BASIN LOCATION
KEPT OUTSIDE OF WORK
TO BE REMOVED Ili III
- PUMPED TO AN OUTFACE STABILIZED WITH CLASS A RIP
RAP. AREA rHrd ooa
3
p
DEAD TREES 6:SCRUB GROWTH INCLUDING 5, THE CONTRACTOR WILL PERFORM WORK IN ACCORDANCE -
p
w1
CUT TREE APPRD%IMAILEY IIIII FILTER FABRIC E o
TREES LESS CUT SLUSH
OR EQUAL TO E T RA., WITH THE PLAN AND FOLLOWING THE GENERAL
2'ABOVE GROUND - III Epxm J
SHALL B CUT FLUSH WITH ER DRIP O GRADE. - CONSTRUCTION SEQUENCE.
NO GRUBBING ALLOWED UNDER DRIP ONE. fi. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED STABILIZED OUTFACE SANDBAGS,CLASS 1 RIP RAP OR ooBm
SILT AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS TEMPORARY ROCK CLASS A STONE OTHER NON-ERODIBLE MATERIAL
DIKE. WHEN DEWATERING,ALL DIRTY WATER MUST BE DAM AS SHOWN
PUMPER THROUGH A SPECIAL STILLING BASIN.REMOVE ON SHEET 5 EXISTING STILLING BASIN TO BE PER SP-]. TYPE 2 FILTER FABRIC
2 N016. IMPERVIOUS DIKES,PUMPS,AND TEMPORARY FLEXIBLE GROUND
1. CUT TREE APPROXIMATELY 2 FEET ABOVE GROUND DISCHARGE
TO STARTING WITH THE DOWNSTREAM DIKE 15 TO 2D
2. REMOVE STUMP AND ROOT MASS. FIRST. HOSE
3. REMOVE REMAINING ROOTS AND LOOSE SOIL
J. ONCE THE WORKING AREA DI COMPLETED,REMOVE ALL STABILIZES
4 GRADE 5. BACKFILL CAM OM OF
T71 WELL COMPACTED EMBANKMENT SELECT MATERIAL RIP RAP AND IMPERVIOUS DIKES AND STABILIZE OUTFACE CLASS
PER SPECIAL PROMSIONS. DISTURBED AREAS WITH SEED AND MULCH. A STONE _ 3 IMPERVIOUS DIKE
- 8 ALL WORK MUST BE COMPLETED BEFORE REMOVING =
IMPERVIOUS DIKE. 13 TUTS
O FILTER FABRIC
-III B"OF CLASS A STONE III III EX STING
CHANNEL
SPECIAL STILLING BASIN PRO
TREE REMOVAL&BACKFILL LE
13 NTS DEWATERING DETAILS
3 NII L 0
rl
�*a N
�O
EMTPIIED
BANKMIN MENT AT 2:1 /REC•J/� __ �� �/ HF AT p
MAX EMBANUPSTREAM
' n N OF FLOW ... � 1 RECT/ON OF FLO S1 STAKE
TE IN TO PROPOSED S•OA 9W Oa mt INTERVALS D/RECT/ON O
EMBANKMENT AT 2:1 W11H VALVE BO% YRNW� (� —_ �O STAKE AT 1 jO t� U F sTINTERVALs F FLOW�� d
MA%
14"•CONCRETE A
�
ns I I I III I=I I I II IIHII III I III I II III CI IiI HH II IH 11—I IA_=III-I I��III��I Ill=II I-I III �III=11I
i
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THIS DETAIL HAS BEEN OMITTED 6"SCH 0 P NUM
I�I111111 III III-II I_I�I III 11 Ii1=,1i11- a ���-� 1' _,11 ,� a
13 ODTMBBINNATP LONG I- I�I� III III-I-III III-I III II 1- N III III III III III III III-III H
=11= -IIIII III =11 li -III_ Wd=ll ll ll W� ll ll ll=ll-
:2 AND 1/. BE D �-ni iii, -II I�I��,iTf„III 11L..II� - START NEW 4" I. III III III III III III III III III III�II�II7
{{_ I' III III III HII III III IIHII=1
we FIT STAKE o�ERLASLOT,LL N �I III III-IIIII 1 III IIIIII - 11111111111111�1I� F
r i�
w s' FIGURE 3 III III
x INTERVALS MINIMUM 1' TOP OF -
FLOW f 6 we FIGURE 2 EMBANKMENT BANK -'II- IIIIhlloll IIi--1II�iT �I
3 INTITIAL ANCHOR INTERMITTENT CHECK SLOT FE TERMINATION s III
a BEGINNING OF NEW ROLL
TRENCH
w / 4 T CLEAN OUT TERMINALR ANCHOR
0 13 TUTS TRENCH 2
i a Q N III/
NSTALLATION NOTES s`y
'o PLACE x 6"CHECK SLOTS AT R'INTERVALS ALONG THE ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS. 0 2 �y p O
N SITE PREPARATION EMBANKMM ENT AND WEIR. SEE FIGURE 2. �i FFFN��YII
U GENERAL NOTES: EXCAVATE INITIAL ANCHOR TRENCH TAS ACROSS TOE OF BANK
CUT 4"x 4"TRENCH ALONG TOP OF EMBANKMENT FOR MAT AT THE LOWER END OF THE PROJECT AS SHOWN ON SHEET 6. iW
GRADE AND COMPACT AREA. xx
E 1.INSTALL RIP-RAP ON SPILLWAY WHERE SHOWN ON PLANS. TERMINATION AS SHOWN IN FIGURE T EXTEND MAT TO THE ANCHOR TRENCH TO BE A MINIMUM OF 1'EFF OF TOE OF BANK.
EDGE OF PAVEMENT OR 3 FEET PAST TOP OF EMBANKMENT. SEE FIGURE 5 FOR TOE SLOPE ANCHOR TRENCH. $
d 2.UNDERCUT 30". REMOVE ALL ROCKS,CLODS,VEGETATION,AND OBSTRUCTIONS SO ,p n
- THAT MATTING WILL HAVE DIRECT CONTACT WITH THE SOIL, BEGINNING AT THE CENTER OF THE EMBANKMENT AT THE PLACE 6"x 6"CHECK SLOTS AT 30'INTERVALS ALONG THE �.n o c�
U J.BACKFILL 6'SUITABLE FILL MATERIAL AND COMPACT, PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL OFFWHET ROLL
END OCH R THE
TRENCHTAANDE SEC ROE WITHACE THE END BANK. SEE FIGURE 2. CC,
T ABOVE FINAL GRADE. '( �\
a.INSTALL FLTER FABRIC. BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1. CUT 4"x 4' TRENCH ALONG TOP OF BANK FOR MAT ' N
5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THAT TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A TERMINATION AS SHOWN IN FIGURE 3. EXTEND MAT 3 FEETd
UNDERLYING FILTER FABRIC IS NOT PUNCTURED DURING PLACEMENT OF RIPRAP. TEST RESULTS TO THE CITY. APPLY ANY TREATMENT SUCH AS MINIMUM OF 3"OVERLAP. SECURE WITH BIODEGRADABLE STAKES PAST TOP OF BANK. ;s - o' Z m O
LIME OR FERTILIZERS TO THE SOIL IF NEEDED. C'. m0 .9a p
to OR PINES,BACKFILL ANCHOR TRENCH,AND COMPACT SOIL BEGINNING AT THE DOWNSTREAM END OF THE AREA TO BE LINED, L�. -
6.INSTALL 6"OF#57 STONE. ❑O NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED. PLACE THE END OF THE ROLL IN TOE SLOPE ANCHOR TRENCH KL I III III- rO ' n`
UNROLL MAT OVER COMPACTED ANCHOR TRENCH,STOP AT NEXT AND SECURE WITH BIODEGRADABLE STAKES OR PINS. SEE =III III =III III=
J.INSTALL 1B"CLASS 1 RIP-RAP. crrniur CHECK SLOT OR TERMINAL ANCHOR. FIGURE 5. -I1mgII III IIIII -III III IIII -III-1-' ti
B.KEY-IN FILTER FABRIC AT TOP AND BOTTOM OF SLOPE PER MANUFACTURER'S SEE SHEET 12 FOR SEEDING REQUIREMENTS. UNROLL ADJACENT ROLLS IN SAME MANNER,WITH A MINIMUM OF PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A IIIIII III IIII- I =
q RECOMMENDATION. 3"OF OVERLAP. MINIMUM OF 3"OVERLAP. SECURE WITH BIODEGRADABLE STAKES
E APPLY SEED TO SOIL BEFORE PLACING MATTING, OR PINES,BACKFILL ANCHOR TRENCH,AND COMPACT SOIL. L-III1m1-1III- I I_ A
% WHEN USING PERMANENT LINER,APPLY ADDITIONAL SEED AFTER STAPLE AT 12"INTERVALS ALONG OVERLAP. UNROLL MAT OVER COMPACTED ANCHOR TRENCH,STOP AT NEXT I- -III IIll1 �i W
3 KEY IN FILTER FABRIC 3 INSTALLATION AND FILL MAT WITH SOIL. FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY CHECK SLOT OR TERMINAL ANCHOR.
MAT IN CHECK SLOT,FOLD BACK AGAINST ITSELF,ANCHOR STAKE O a
1 1 INSTALLATION-EMBANKMENT THROUGH BOTH LAVERS,BACKFILL AND COMPACT SOIL,CONTINUE UNROLL ADJACENT ROLLS IN SAME MANNER,WITH A MINIMUM OF AT 1' 6„ 12
QU ROLLING MAT UPSTREAM. SEE FIGURE 2. 3"OF OVERLAP. INTERVALS
2 VARIES 2 SEE GRADING NOTES ON SHEET 9 FOR INFORMATION REGARDING
0 / 1 WHAT AREAS ARE TO RECEIVE EROSION CONTROL MATTING. BEGIN NEW ROLLS IN CHECK SLOT,AND OVERLAP ENDS MINIMUM STAPLE AT 12"INTERVALS ALONG OVERLAP. FIGURE 5 W \/
�1 OF 1'.
N NCDOT OVERLAP ADJACENT MATS 3"AND ANCHOR EVERY 12"ACROSS FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY TOE SLOPE ANCHOR C l y
O \\\/\\ CLASS lA THE OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED SEE FIGURE 3 FOR TERMINATION AT UPSTREAM END. MAT IN CHECK SLOT,FOLD BACK AGAINST ITSELF,ANCHOR ^ I'
j/ OVER THE LOWER ELEVATION MAT. THROUGH BOTH LAYERS,BACKFILL AND COMPACT SOIL,CONTINUE TRENCH r,
\// INSTALLATION-STREAM BANK ROLLING MAT UPSTREAM. SEE FIGURE 2.
O m N Q \ \ EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER. �] �.y F
KEV IN SEE GRADING NOTES ON SHEET 9 FOR INFORMATION REGARDING BEGIN NEW ROLLS IN CHECK SLOT,AND OVERLAP ENDS MINIMUM ^
O N //\// FILTER LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. WHAT AREAS ARE TO RECEIVE EROSION CONTROL MATTING. OF 1'. EROSION CONTROL MATTING O O W W
\ \ FABRIC 00 NOT STRETCH TIGHT.
a-
a //\//\ MUST MEET OR ExcEEo a A 00
rn�
x ovERLAP ADJACENT MArs 3"ANo ANcnoR EVERv 1z"ACRoss ry STREAM BANK MATTING TO BE INSTALLED FROM TOE OF BANK TO
U \\\\\\ ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS. THE OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED TOP OF BANK. SEE FIGURE 3 FOR TERMINATION AT TOP OF THE RPROJEC ENTSSPE LISTED
I•.
OVER THE LOWER ELEVATION MAT. BANK AND FIGURE 5 FOR INITIAL ANCHOR TRENCH AT TOE OF N PROJECT SPECIAL �{ I�1
Z S�� //\ EXCAVATE INITIAL ANCHOR TRENCH 12"X6"ACROSS THE BANK. PROVISIONS
EMBANKMENT AT THE LOWER END OF THE PROJECT AS SHOWN EDGES SHOULD BE SHINGLES AWAY FROM THE FLOW OF WATER. F
ON SHEET J.ANCHOR TRENCH TO BE A MINIMUM OF 3'OFF OF SEE FIGURE 3 FOR TERMINATION AT UPSTREAM END. F
d DO„ TOE OF EMBANKMENT, SEE FIGURE 1 FOR INITIAL ANCHOR LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL.
/4 0 \/\\/�\ TRENCH. DO NOT STRETCH TIGHT.
O a n TYPE 2 #57 STONE I••1
FILTER FABRIC �R
EROSION CONTROL MATTING INSTALLATION �
RIP-RAP DISSIPATER DETAIL-RAP DISSIPATER DETAIL 13 N S o •�
3 NTS
a

TRAFFIC CONTROL NOTES CONSTRUCTION PHASING
A)ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS PHASE I: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE
OF THE CHARLOTTE DEPT.OF TRANSPORTATION(CDOT)WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.), BEGINNING OF WORK.THE APPROACH WARNING SIGNS SHALL BE PLACED ON COLEMAN DRIVE AT THE
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.),THE NORTH CAROLINA DEPARTMENT OF INTERSECTIONS OF BOTH BIRCH HOLLOW DRIVE AND ROCKY RIVER ROAD.
TRANSPORTATION(NCDOT)SUPPLEMENT TO THE M.U.T.C.D.,THE NCDOT ROADWAY STANDARD DRAWINGS AND
THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
B)THE CONTRACTOR IS TO NOTIFY CDOT IN WRITNG 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE
OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH SECTION 3 OF
THE W.A.T.C.H.HANDBOOK.
C)ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT; PRIOR TO
REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS,THE CONTRACTOR SHALL NOTIFY THE CDOT
IMPLEMENTATION SECTION MANAGER(GUS JORDI/704-336-7085)A MINIMUM OF 30 CALENDAR DAYS IN Z o
0
ADVANCE.TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION/SHIFT IS - z
COMPLETE AND READY FOR ACTIVATION. FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES,
REFER TO PROJECT NOTES.
D)THE CONTRACTOR SHALL BE REQUIRED TO FURNISH,INSTALL,RELOCATE,AND MAINTAIN ALL TRAFFIC
CONTROL DEVICES,SIGNS,BARRICADES,WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND Y u�
DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
E)CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H.DIAGRAMS OR STANDARDS TRAFFIC CONTROL LEGEND
BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL
BE MOVED,SUPPLEMENTED,CHANGED,OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION 3oip PHASING OF THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE o -
ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE p
TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP. EK
o�
F)CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR
A VERTICAL CREST OR HORIZONTAL CURVE,THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE
BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.
TRUCKS
G)OFF-DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR OO <ENTRAN>CE
0
CONTROLLING TRAFFIC DURING CONSTRUCTION HOURS. ENTERING
H)THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT NTH WELL-MAINTAINED HIGHWAY
SIGNS,BARRICADES,WARNING AND/OR CHANNELIZING DEVICES. ON CONNECTING ROADS,ALL BARRICADES, 14-74A W14-79
SIGNS,WARNING,AND/OR CHANNELIZING DEVICES SHALL BE MOVED,SUPPLEMENTED,CHANGED,OR REMOVEDASREQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER. B'x 44" 4B"x 48"
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 BY
THE ENGINEER.
J)THE CONTRACTOR SHALL CONTACT GUS JORDI,IMPLEMENTATION SECTION MANAGER(704-336-7086)WITH O
THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION(CDOT)TWO WEEKS PRIOR TO BEGINNING ANY O
WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES
BY THE CITY.
0
rl
K.THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG L
TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED. � N
L.THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING PAVEMENT LCONSTRUCTION
MARKINGS IN ACCORDANCE WITH SECTION 17 OF THE W.A.T.C.H.HANDBOOK OR AS DIRECTED BY THE2ENGINEER.THE CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
M)THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS
OTHERWISE SPECIFIED IN THE PLANS,PROJECT NOTES,OR BY THE ENGINEER,N)CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIRPROPERTY THROUGHOUT THE PROJECT LIMITS,INCLUDING REASONABLE INGRESS AND EGRESS FORBUSINESSES. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.0)THE CONTRACTOR IS TO NOTIFY(BY MAIL)ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT
ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING
DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONSSHOULD INCLUDE CONTACT PERSONS NAME,TELEPHONE NUMBER,EMAIL ADDRESS,AND MAILING ADDRESS. 1,,,�P)THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY(AT AMINIMUM)TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY.CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALLTIMES DURING PERIODS OF CONSTRUCTION INACTIVITY.
ww Q)DURING PERIODS OF INACTIVITY OR AT NIGHT,EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER ASTOBLOCK SIDEWALKS,TRAFFIC CONTROL DEVICES,OR THE MOTORISTS'VIEW OF TRAFFIC. EQUIPMENT SHALL2
BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE.R)WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY,THE TWOOPPOSING DIRECTIONS MUST FL PHYSICALLY SEPARATED.TRAFFIC CONES CAN BE USED FOR THIS PURPOSEDURING DAYLIGHT HOURS; REFLECINE D D CONES OR DRUMS MUST BE USED AT NIGHT.TRAFFIC SHALL NOT
BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT MARKING
CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT T WORKED OUT WITHTHE ENGINEER O ACCORDANCE WITH SECTION 16 OF UC ON IN C.H.HANDBOOK. F CT ENGINEER APPROVESTRAFFIC TO CROSS TI1E CENTER LINE DURING CONSTRUCTION INACTIVITY,ONLY REFLECTORIZED DRUMS MUSTBE USED. 8y 6 c Q
N S)THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR 3 ENTRANCE
U APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT
DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE W.A.T.C.H.AND THE M.U.T.C.D.
UNTIL SUCH REQUIREMENTS ARE MET. 0,rp FR} \ g�
T)ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF CT
TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET(INCLUDING WIDTH OF DRUM). IF A
.". DROPOFF EXISTS WITHIN THE WORK ZONE,CONTRACTOR SHOULD FOLLOW SECTION 10 OF THE W.A.T.C.H.
HANDBOOK PERTAINING TO ADJACENT LANE CLOSURES DUE TO DROPOFFS.
U)THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN.THE CONTRACTOR SHALL II o a p
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE.WHEN A CONSTRUCTION PHASE IL MAINTENANCE ACCESS
IS DIVIDED INTO STEPS,THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE. ) \�, EASEMENT
c i a
° (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE II; THE a
REQUIREMENTS OF STEP 1 OF PHASE SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE I).
b ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR,EXCEPT WHERE
IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS. SITE A
j V)THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN
ANY ONE DIRECTION.Q �_lp �n a
j W)CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WATHIN
< THE SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN. IT WILL BE ACCEPTABLE TO
CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS
p SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCEFROM W O
TRAVEL LANES. TRAFFIC CONTROL MAP H
¢ X)THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII(PEDESTRIAN CONSIDERATIONS)OF TIHE NTS
p U N< W.A.T.C.H. r,
K Z U
U 0..
I W m N r l
a