20180307 Ver 4_Site Plan_20191209

LEGEND
INDEX OF SHEETS
ASPHALT (PROFILE)
BOTTOM OF BANK (TOE)
nnlnnr
LOIN V UL
nI 111 r% LIn
YUI LYII\U
CHECK DAM STD. 6.83
CONCRETE (PROFILE)
EXISTING CREEK
PROPOSED CREEK
CURB & GUTTER
EDGE OF ROADWAY
EXISTING q SANITARY SEWER
EXIST. SAN. SEWER MANHOLE STRUCTURE
EXISTING GAS MAIN
EXISTING GAS SERVICE
FENCE (LABEL TYPE)
GAS VALVE
GRAVEL (PROFILE)
GROUND PROFILE
nl IAnn nAII
UUnI\V 1\nIL
MARSH, POND, WETLAND OR LAKE
OVERHEAD ELECTRIC
nll- r
1 ILI\J
POWER POLE/GUY WIRE
PROPERTY LINE
nnnr 11n1 r
NVI\L 11%/"
PROPOSED q SANITARY SEWER
PROP. SAN. SEWER MANHOLE STRUCTURE
n1n non
IN — IN I
ROAD/STREET R/W
SEDIMENT FENCE (SILT FENCE) STD. 6.62
[ nruu l U
JIVLttnL %
STREET SIGN (LABEL TYPE)
STORM DRAIN/CATCH BASIN, YARD AND DROP INLET
TEMPORARY SEDIMENT TRAP STD. 6.60
TEMPORARY ROCK SEDIMENT DAM
ROCK SILT CHECK
SILT BASIN
STONE CHECK DAM
TEMPORARY DIVERSION STD. 6.20
TEMPORARY SILT DITCH
TEMPORARY STREAM CROSSING STD. 6.70
PROPOSED TOP OF BANK (TOB)
T^ 1rn 1 11,11-
IVttLI% LII\L
TREE & BUSH
TREE LINE
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
PROPOSED SANITARY SEWER (BY OTHERS)
WATER METER
100 YEAR FLOOD PLAIN
50' WETLAND BUFFER
100' BUFFER
MAJOR CONTOUR
MINOR CONTOUR
PROP. PERM. SEWER EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
STAGING AREA
TEMPORARY CONSTRUCTION ENTRANCE
TD TD TD
TSD TSD
�T�
OE
0
uc
UE
SS SS
EROSION CONTROL MATTING
NOTE: LINE WEIGHTS ARE NOT DELINEATED HERE. THEY ARE CONTROLLED THROUGH CLTWater PLOTSTYLE.
DESIGN COMPANY: GHD CONSULTING SERVICES INC.
ADDRESS: 222 S. CHURCH STREET, SUITE 400, CHARLOTTE, NC 28202
PHONE: [phone]
DATE DESIGN COMPLETED: -
SURVEY COMPANY: LAWRENCE ASSOCIATES
ADDRESS: 106 W. JEFFERSON STREET, MONROE, NC 28112
PHONE: [phone]
DATE SURVEY COMPLETED: NOVEMBER 20, 2018
GEOTECHNICAL COMPANY: JOEL E. WOOD & ASSOCIATES
ADDRESS: P.O. BOX 296, CLOVER, SC 29710
PHONE: [phone]
DATE COMPLETED: OCTOBER 20, 2018
CONTRACTOR:
ADDRESS: -
PHONE: -
INSPECTOR: -
INSIDE CHARLOTTE: ( ) YES (0 NO:
TOPO NO: 138
CHARLOTTE
WTER
CHARLOTTE, NORTH CAROLINA
SANdTARX SEWERA(CT'E SYSTEM IMPROVEMENTS
S FEVENS v,..,REEK FRUNK SEWER
Z 2 . '' � � m
" � E+CLE coal
FARMIS PROPOSED SEWER
0a k or PSI
Ae
r� EXISTING SEWER
eo
TARAWOODS
41
FOX' HOLLOW
LFIEVA L
C� ��• r�El� �raF�l"Lb �
14- 6-
I M EA AT ION � �� rrcas
� � Sall !�„+���
PROPOSED SEWER
VIA
PHASE 1 SEWERS
1
FPO,
� �} � � �y�}yam •
lSOURCE: ESRI, DELORME, USGS, INTERMAP, NRCAN, NGCC, © OPENSTREETMAP CONTRIBUTORS
LOCATION MAP (NTS)
GHD PROJECT NO.: 111-44299
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 342 4910 W www.ghd.com
SHEET NO. 1
COVER SHEET
SHEET NO. 2
GENERAL NOTES AND MANHOLE SCHEDULE
SHEET NO. 3
KEY MAP
SHEET NO. 4
PLAN AND PROFILE STA AO+00 TO STA A9+00
SHEET NO. 5
PLAN AND PROFILE STA A9+00 TO STA A18+00
SHEET NO. 6
PLAN AND PROFILE STA A18+00 TO STA A27+00
SHEET NO. 7
PLAN AND PROFILE STA A27+00 TO STA A36+00
SHEET NO. 8
PLAN AND PROFILE STA A36+00 TO STA A44+00
SHEET NO. 9
PLAN AND PROFILE STA BO+00 TO STA 138+00
SHEET NO. 10
PLAN AND PROFILE STA B8+00 TO STA B17+00
SHEET NO. 11
PLAN AND PROFILE STA B17+00 TO STA B25+07.90
SHEET NO. 12
PLAN AND PROFILE STA CO+00 TO STA C5+73.04
SHEET NO. 13
CHEVAL PUMP STATION DEMOLITION PLAN
SHEET NO. 14
MINT HILL PUMP STATION DEMOLITION PLAN
SHEET NO. 15
MANHOLE DETAILS (SHEET 1 OF 2)
SHEET NO. 16
MANHOLE DETAILS (SHEET 2 OF 2)
SHEET NO. 17
24 IN. MANHOLE FRAME AND COVER DETAILS
SHEET NO. 18
SEWER DETAILS (SHEET 1 OF 2)
SHEET NO. 19
SEWER DETAILS (SHEET 2 OF 2)
SHEET NO. 20
EROSION CONTROL NOTES
SHEET NO. 21
EROSION CONTROL DETAILS (SHEET 1 OF 4)
SHEET NO. 22
EROSION CONTROL DETAILS (SHEET 2 OF 4)
SHEET NO. 23
EROSION CONTROL DETAILS (SHEET 3 OF 4)
SHEET NO. 24
EROSION CONTROL DETAILS (SHEET 4 OF 4)
SHEET NO. 25
FENCE DETAILS
SHEET NO. 26
PLANTING PLAN
SHEET NO. 27
PLANTING PLAN
SHEET NO. 28
PLANTING PLAN
100% DESIGN
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVAL SEAL
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
MATERIAL
811
571'
PVC
811
57'
D I P
1211
4317'
PVC
TOTAL NO. OF MANHOLES: 24
TOTAL NO. LOTS SERVED: XX
PROJECT NAME: SANITARY SEWER
SYSTEM IMPROVEMENTS
STEVENS CREEK TRUNK SEWER - PHASE 2
JOB NO: 7030700047-17-503
DATE OF ACTIVATION:
DATE AS BUILT: BY:
A CITY OF CHARLOTTE DEPARTMENT

GENERAL NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER STANDARDS,
SPECIFICATIONS, AND CONTRACT DOCUMENTS.
2. ALL ELEVATIONS REFER TO DATUM NAVD88.
3. THE CONTRACTOR SHALL OBTAIN ALL ADDITIONAL PERMITS NECESSARY NOT PROVIDED IN
CONTRACT DOCUMENTS AND FURNISH COPIES TO THE ENGINEER PRIOR TO COMMENCING
WORK.
4. THE CONTRACTORS WORK AREA SHALL BE CONFINED TO THE LIMITS OF THE RIGHT-OF-WAYS
AND EASEMENTS. THE CONTRACTOR SHALL OBTAIN ANY ADDITIONAL EASEMENTS OR WORK
RELEASES SHOULD THE CONTRACTOR REQUIRE ADDITIONAL AREA TO ACCOMMODATE HIS
OPERATIONS. A COPY OF WRITTEN AGREEMENTS SHALL BE FURNISHED TO CHARLOTTE WATER.
5. THE CONTRACTOR SHALL PROVIDE MAINTENANCE AND PROTECTION OF TRAFFIC IN
ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT
STANDARDS AND DRAWINGS FOR WORK ZONE TRAFFIC CONTROL.
6. THE LOCATIONS AND DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE
PLANS AND PROFILES ARE APPROXIMATE. OTHER UNDERGROUND UTILITIES NOT SHOWN MAY
BE ENCOUNTERED. THE CONTRACTOR SHALL PERFORM SOFT -DIGS TO VERIFY THE LOCATION
AND ELEVATION OF UTILITIES AT INTERCONNECTIONS AND CROSSINGS AS SHOWN, DIRECTED
OR REQUIRED. THE CONTRACTOR SHALL EXCAVATE IN ADVANCE OF THE PIPE LAYING
OPERATION AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO PREVENT DAMAGE DURING
CONSTRUCTION AND TO DETERMINE REQUIRED CHANGES IN GRADE NECESSARY TO INSTALL
THE SEWERMAIN TO AVOID CONFLICTS.
7. THE CONTRACTOR SHALL INSTALL THOSE MEASURES REQUIRED TO LIMIT EROSION OF AREAS
DISTURBED BY THE WORK. CLEARING SHALL BE PERFORMED TO THE EXTENT SHOWN OR ON
AN AS NEEDED BASIS, WHICHEVER IS LESS, PHASED TO REDUCE EROSION POTENTIAL AND
VISUAL IMPACT.
8. BLASTING WILL ONLY BE PERMITTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
9. ONLY CHARLOTTE WATER SHALL OPERATE EXISTING VALVES AND FIRE HYDRANTS.
10. ALL SEWER PIPING LESS THAN 3'-0" OF COVER SHALL BE DUCTILE IRON. CONTRACTOR
SHALL NOTIFY ENGINEER AND OWNER OF ANY CHANGES TO DESIGN.
11. MINIMUM PIPE SEPARATION: 10' HORIZONTAL SEPARATION OR 18" VERTICAL SEPARATION
SHALL BE MAINTAINED BETWEEN WATER MAINS OVER SEWER MAINS. WHEN WATER MAINS ARE
BELOW SEWER MAINS OR THE ABOVE MINIMUM SEPARATION CANNOT BE MAINTAINED, DUCTILE
IRON PIPE SHALL BE USED FOR BOTH MAINS TO 10' EITHER SIDE OF CROSSING, AND ALL
ALONG THE LENGTH OF MAINS WHERE MINIMUM SEPARATION CANNOT BE MAINTAINED.
12. IF THE MATERIAL AT THE DESIGN GRADE IS UNSUITABLE AS DETERMINED BY THE ENGINEER,
THE CONTRACTOR, WHEN ORDERED IN WRITING, SHALL EXCAVATE ADDITIONAL MATERIAL TO
THE DEPTH NECESSARY AND SHALL BACKFILL TO THE PROPOSED GRADE WITH SELECT
GRANULAR BACKFILL MATERIAL.
13. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY UTILITY POLE IN ADVANCE OF ANY
EXCAVATION WORK THAT WILL TAKE PLACE WITHIN 5'-0" OF THE UTILITY POLE. THE
CONTRACTOR SHALL INCLUDE THE COST OF TEMPORARY POLE SUPPORT IN THE APPROPRIATE
BID ITEM. WHERE UTILITY POLES ARE REQUIRED TO BE SUPPORTED DURING CONSTRUCTION,
THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH THE UTILITY COMPANY
(DUKE POWER).
14. IF MATERIALS ARE ENCOUNTERED DURING THE CONSTRUCTION THAT ARE SUSPECTED OF
BEING CONTAMINATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NCDEQ FOR
DIRECTION REGARDING TESTING, SEPARATION, CONTAINMENT AND DISPOSAL PROCEDURES.
15. IF A PROPOSED SEWER CONFLICTS WITH A SUBSURFACE OBSTRUCTION AND WHEN THE
MINIMUM COVER CANNOT BE MAINTAINED BY GOING ABOVE THE OBSTRUCTION, THE
CONTRACTOR SHALL INSTALL THE SANITARY SEWER BELOW THE OBSTRUCTION MAINTAINING
THE APPROPRIATE SEPARATION AND GRADE.
16. CONTRACTOR SHALL REPAIR ALL TRENCH EXCAVATIONS IN TRAVELED AREAS INCLUDING
ROADS, DRIVEWAYS, SIDEWALKS AND PARKING AREAS TO MEET OWNER'S REQUIREMENTS.
17. THE USE OF EXISTING FIRE HYDRANTS FOR ANY REASON IS PROHIBITED WITHOUT PRIOR
APPROVAL AND PERMITTING OF CHARLOTTE WATER.
18. THE CONTRACTOR SHALL SUBMIT IN ACCORDANCE WITH CONTRACT DOCUMENTS PROCEDURES
FOR TESTING OF THE SEWER TO THE ENGINEER FOR APPROVAL.
19. THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALK INSPECTION. THE
CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT TO DEMONSTRATE TO
THE ENGINEER THAT ALL EQUIPMENT OPERATES AS REQUIRED.
20. TO FACILITATE INSTALLATION OF THE NEW SEWER AND APPURTENANCES, THE CONTRACTOR
SHALL REMOVE AND REINSTALL, OR RELOCATE EXISTING MAILBOXES, SIGNS, GUIDE RAILS, OR
OTHER STRUCTURES AND OBSTACLES ENCOUNTERED DURING THE WORK. NO SEPARATE
PAYMENT SHALL BE PAID FOR THIS WORK.
21. ALL OPEN EXCAVATED AREAS SHALL BE ADEQUATELY MARKED, SECURED WITH TEMPORARY
FENCING WITH A MINIMUM HEIGHT OF 6 FEET, AND/OR COVERED WITH STEEL PLATE AT THE
END OF EACH WORK DAY.
22. CONTRACTOR SHALL REMOVE AND REPLACE CURBS, SIDEWALKS, DRIVEWAYS, MAILBOXES, ETC.
TO LIKE KIND CONDITION OR BETTER AS NECESSARY TO ACCOMMODATE CONSTRUCTION OF
THE PROPOSED UTILITIES HERE IN.
23. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND FIELD MEASUREMENTS. THE CONTRACTOR MUST CONTACT ALL
APPROPRIATE UTILITY COMPANIES AT LEAST A 3 WORKING DAY NOTICE PRIOR TO ANY
EXCAVATION TO REQUEST DETAILED FIELD LOCATION OF EACH UTILITY. THE CONTRACTOR IS
RESPONSIBLE TO CONTACT NORTH CAROLINA 811 AT 1-800-632-4949 OR 811 FOR UTILITY
MARK OUT PRIOR TO THE START OF ANY EXCAVATION WORK ON THIS PROJECT.
24. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PERTINENT TO THE WORK OF THE
CONTRACT. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY
ERROR OR NEGLECT ON HIS PART.
25. ALL SURFACES DISTURBED BY THE CONTRACTOR WHICH ARE OUTSIDE THE WORK LIMITS OR
WORK SCOPE, OR ARE SURFACES DISTURBED WITHOUT PRIOR AUTHORIZATION BY THE
ENGINEER, SHALL BE RESTORED TO ORIGINAL CONDITIONS OR BETTER, AT THE CONTRACTOR'S
EXPENSE.
26. CONTRACTOR SHALL FIELD LOCATE ALL SEWER LATERALS, WATER SERVICES, AND OTHER
SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPAIR ANY DAMAGED SEWER
LATERALS, WATER SERVICES, AND OTHER SERVICES AS A RESULT OF CONSTRUCTION AT HIS
OWN EXPENSE.
27. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY, WITHOUT INTERRUPTION TO
EXISTING SANITARY SERVICES. THE CONTRACTOR SHALL UTILIZE APPROVED BYPASSING
TECHNIQUES IN ORDER TO PERFORM SAID WORK UNDER SAID CONDITIONS. ALL PROPOSED
BYPASSING TECHNIQUES AND EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO THE START OF THIS WORK. THE COST FOR THIS WORK
SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THIS PROJECT. NO ADDITIONAL
COMPENSATION WILL BE PROVIDED FOR THIS WORK.
28. IN THE EVENT THAT A SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE TO NOTIFY THE RESIDENT OF SAID INTERRUPTION. IN NO CASE SHALL ANY
SERVICE BE INTERRUPTED FOR MORE THAN 6-HOURS, AND IN NO CASE SHALL THE
INTERRUPTION EXTEND BEYOND THE END OF THE WORKING DAY. IN THE EVENT THAT ANY
INTERRUPTION CONTINUES FOR MORE THAN 6-HOURS, THE CONTRACTOR SHALL PROVIDE
TEMPORARY SERVICES. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR WORK
ASSOCIATED WITH ALL SUCH TEMPORARY SERVICES.
29. WHEN WORK INCLUDED UNDER THIS PROJECT, AS INDICATED BY THE PROJECT CONTRACT
DOCUMENTS, REQUIRES THE REMOVAL OF EXISTING PAVED SURFACES, TO INCLUDE BUT NOT
BE LIMITED TO, ROADWAYS, DRIVEWAYS, SIDEWALKS, AND PARKING LOTS, THE CONTRACTOR
SHALL BE REQUIRED TO SAW -CUT THE LIMITS OF THE PROPOSED EXCAVATION PRIOR TO
EXCAVATION OF SAID AREA. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND
MAINTAIN TEMPORARY RESTORATION OF ALL SUCH AREAS, UNTIL PERMANENT RESTORATION
IS PROVIDED. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR ALL SUCH SAW
CUTTING AND TEMPORARY RESTORATION.
30. SUBSURFACE INVESTIGATIONS HAVE BEEN PERFORMED IN THE AREAS IN WHICH WORK IS
PROPOSED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE IF ANY
ADDITIONAL SUBSURFACE INVESTIGATIONS ARE NECESSARY. NO ADDITIONAL COMPENSATION
WILL BE PROVIDED FOR ANY SUCH WORK. IN THE EVENT THAT TRENCH EXCAVATION BECOMES
DIFFICULT DUE TO THE MATERIAL ENCOUNTERED, THE ENGINEER SHALL DETERMINE WHETHER
ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR ALL SUCH EXCAVATING. THE
CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR FURTHER INTERPRETATION
OF WHEN SUCH ADDITIONAL ALLOWANCES WILL BE MADE, AND WHAT IS CONSIDERED "ROCK"
EXCAVATION.
31. UNDER THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE, ACCORDING
TO THE PLANS AND SPECIFICATIONS, ALL AREAS DISTURBED AS A RESULT OF HIS WORK.
32. IN ALL CASES WHERE THE PLANS AND SPECIFICATIONS VARY, THE SPECIFICATIONS SHALL
PREVAIL, UNLESS OTHERWISE ORDERED BY THE ENGINEER.
33. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR, TO THE EXTENT SPECIFIED BY THE
ENGINEER, ALL DAMAGED PAVEMENT AREAS, (OUTSIDE THE LIMITS OF EXCAVATION) DAMAGED
AS A RESULT OF HIS (OR ANY OF HIS REPRESENTATIVES) OPERATIONS. NO ADDITIONAL
COMPENSATION WILL BE PROVIDED FOR ALL SUCH WORK.
34. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS FOR STATE,
COUNTY AND CITY.
35. ALL SEWER MAINS SHALL MAINTAIN THE MINIMUM SEPARATION REQUIREMENTS AS SET FORTH
BY THE NCDEQ STANDARDS, CHARLOTTE WATER AND SEWER POLICIES, PROCEDURES,
STANDARDS AND SPECIFICATIONS MANUAL, MOST RECENT EDITION.
36. ALL PAVEMENT MARKINGS SHALL BE RECORDED BY THE CONTRACTOR PRIOR TO THE START
OF CONSTRUCTION AND REPLACED TO PRE CONSTRUCTION LAYOUT AS APPROVED BY THE
ENGINEER AND OWNER. (IF NECESSARY)
37. THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE LENGTH OF THE CONTRACT IN
ACCORDANCE WITH THE REQUIREMENTS OF DIVISION 11 - WORK ZONE TRAFFIC CONTROL OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND TOWN OF MINT
HILL STANDARDS AS THEY APPLY.
38. PRIOR TO THE START OF ANY CONSTRUCTION PHASE, ALL PROPOSED MAINTENANCE AND
PROTECTION OF TRAFFIC RELATED WORK SHALL BE COMPLETE. THIS INCLUDES, WHERE
APPLICABLE, ALL SIGNS, PAVEMENT MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS,
ETC.), PAVEMENT MODIFICATION AND OTHER RELATED WORK.
39. THE CONTRACTOR SHALL POST WARNING SIGNS AT ALL APPROACHES TO THE PROJECT AND
AT CONSTRUCTION ENTRANCES. THE CONTRACTOR SHALL PROVIDE FLAG MEN WHEN AND
WHERE NECESSARY.
40. CONSTRUCTION INGRESS AND EGRESS - THE CONTRACTOR SHALL KEEP TO A MINIMUM THE
MOVEMENT OF CONSTRUCTION VEHICLES AND EQUIPMENT IN AND OUT OF DESIGNATED
TRAVEL LANES. ONLY NECESSARY OR AUTHORIZED VEHICLES, AS DETERMINED BY THE
ENGINEER, SHALL BE ALLOWED TO ENTER THE WORK AREA.
41. PUBLIC INGRESS AND EGRESS
A. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING PARKING LOTS AND DRIVEWAY
ENTRIES AT ALL TIMES.
B. THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS WITH PROPER ACCESS AND
MINIMUM WIDTHS FOR THEIR DRIVEWAYS ACCORDING TO THE POLICY AND STANDARDS
FOR ENTRANCES TO STATE HIGHWAYS AND SHALL MAINTAIN THEM THROUGH ALL
PHASES OF WORK AND SHALL DELINEATE THESE BY MEANS OF SIGNS, CONES, AND/OR
DRUMS.
C. WHERE DIRECT ACCESS TO DRIVEWAYS IS NOT POSSIBLE DUE TO NECESSARY
CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PLAN ALTERNATE MEANS OF
ACCESS AND SUBMIT SUCH PLANS TO THE ENGINEER AND CITY DPW FOR REVIEW
BEFORE OPERATIONS COMMENCE.
42. PORTIONS OF THIS ALIGNMENT PASS THROUGH EXISTING ACTIVE HORSE PASTURES. WHEN
WORK IS PERFORMED IN THIS AREA LIMITS OF CONSTRUCTION SHOULD BE ADEQUATELY
FENCED AND PROTECTED TO PREVENT THE ENTRY OF ANIMALS ON ALL SIDES OF THE WORK,
THIS INCLUDES ANY TRAVERSING ACROSS EASEMENTS.
43. CONTRACTOR SHALL RESTORE EXISTING FENCES, UNLESS SHOWN OTHERWISE, WITH EQUAL OR
BETTER MATERIALS WHEN TEMPORARY FENCING IS REMOVED.
STEVENS CREEK PHASE 2 MANHOLE SCHEDULE
MH NAME
STATION
MH TYPE
SIZE & MATERIAL
RIM
COVER TYPE
FRAME
mn-VI
Au-rvv.VV
rRGli/iJI
It UUNLOMLIC
VVI.VV
6vG1YIL✓f
I IrG D
MH-02
A4+12.24
PRECAST
4'0 CONCRETE
666.24
(WATERTIGHT)
TYPE B
MH-03
A8+45.95
PRECAST
4'0 CONCRETE
666.68
(WATERTIGHT)
TYPE B
MH-04
All 1+87.72
PRECAST
4'0 CONCRETE
672.34
(VENTED)
TYPE B
MH-05
A13+74.80
PRECAST
4'0 CONCRETE
674.49
(WATERTIGHT)
TYPE B
MH-06
A17+84.19
PRECAST
4'0 CONCRETE
673.61
(WATERTIGHT)
TYPE B
MH-07
A20+19.63
PRECAST
4'0 CONCRETE
676.95
(WATERTIGHT)
TYPE B
MH-08
A22+62.94
PRECAST
4'0 CONCRETE
682.38
(VENTED)
TYPE B
MH-09
A24+69.41
PRECAST
4'0 CONCRETE
680.69
(WATERTIGHT)
TYPE B
MH-10
A27+47.88
PRECAST
4'0 CONCRETE
691.22
(WATERTIGHT)
TYPE B
MH-11
A29+62.39
PRECAST
4'0 CONCRETE
685.55
(WATERTIGHT)
TYPE B
MH-12
A31+98.18
PRECAST
4'0 CONCRETE
684.12
(WATERTIGHT)
TYPE B
MH-13
A33+69.19
PRECAST
4'0 CONCRETE
686.28
(VENTED)
TYPE B
MH-14
A36+60.14
PRECAST
4'0 CONCRETE
688.71
(WATERTIGHT)
TYPE B
MH-15
A38+49.57
PRECAST
4'0 CONCRETE
690.13
(WATERTIGHT)
TYPE B
MH-16
A41+31.69
PRECAST
4'0 CONCRETE
693.59
(WATERTIGHT)
TYPE B
MH-17
A43+17.48
DOGHOUSE
4'0 CONCRETE
694.53
(VENTED)
TYPE B
MH-18
A43+52.36
PRECAST
4'0 CONCRETE
695.19
(WATERTIGHT)
TYPE B
MH-19
A43+72.49
DOGHOUSE
4'0 CONCRETE
696.47
(WATERTIGHT)
TYPE B
MH-20
C1+10.12
PRECAST
4'0 CONCRETE
732.32
(WATERTIGHT)
TYPE B
MH-21
C1+78.12
PRECAST
4'0 CONCRETE
727.52
(WATERTIGHT)
TYPE B
MH-22
C2+35.12
PRECAST
4'0 CONCRETE
726.76
(WATERTIGHT)
TYPE B
MH-23
C2+78.95
PRECAST
4'0 CONCRETE
731.04
(WATERTIGHT)
TYPE B
MH-24
C3+41.45
PRECAST
4'0 CONCRETE
735.96
(WATERTIGHT)
TYPE B
MH-25
C5+33.25
PRECAST
4'0 CONCRETE
745.35
(VENTED)
TYPE B
ABBREVIATIONS
ABD
=
ABANDONED
APPROX
=
APPROXIMATELY
DIA
=
DIAMETER
EL
=
ELEVATION
MIN
=
MINIMUM
MH
=
MANHOLE
SS
=
SANITARY SEWER
TYP
=
TYPICAL
W/
=
WITH
YR
=
YEAR
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
A CITY OF CHARLOTTE DEPARTMENT

EXISTING MINT HILL COMMONS rl
O Q oZ✓ > �- - PUMP STATION
PROPOSED 8" SS
SHEET 12
ED
LLo OAK DRI I I ° °
Q � �� �' /
o \ / SHEET 11�I► / o 0 0 \,\�\ '' �%\ �
rl
�IQ
Y \ \ \
� _ \
—` \
EXISTING 8 SS
\/' /p
EXISTING
\ \ A
MANHOLE (TYP)
F. \ \
N -n
SHEET 9\�-
o
✓�
/ EXISTING CHEVAL r — \
�_ P STATION -
PUMP _ON
O
`
a i
�° ° �i — � � � 1 ��
EFPROPOSED 12 SS
L]
AVENUEell
°o ro
017
—3I \
PROPOSED —� - ❑ - 1 ' I
MANHOLE (TYP)\� '� ► I o _ `j \ , . - _ - [�° ❑ I - - —
\
/
/ \ i
CS
L, I- d_
_ _ L �
a / d
\gyp I
407
<5> . . ...
\ v \y / i <n\ i \ ✓ C� \ S{�` i ' / / / //)�\� COY \ ' < �
O
0
q�
V
�\ �/ \ ` STEVENS CREEK 'O /\\�
\10 o PHASE 1 12" SS /
✓ �\ ./ \ C _ ? \ i \ \ _' /C \ �\ \ / \ i ��\ \ / i it 1 -- / �. \ / /\ \ \ / \ /
KEY MAP
i / 1
Know what's below.
Call before you dig.
I
1 '
I
I I
I I
I
I ,
I
I
I
I
/ I
I
GHD Consulting Services Inc.
0 400' 800' , 222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
B ID7 /191 JAM
100% DESIGN
A CITY OF CHARLOTTE DEPARTMENT

Q PCQ
�C4 >
N
' * CN
N
M
00 O
�OOco
co
Q�Q.
O �Zco
+to
Q.
Z mk
7
7
01 of
La
V) Ilk
z 0O 0 2
0
+
Q
Q U to
o co
Z 1-- c0 w
EXISTING
GRADE
Q
i- w II
Q
N \= 2
AT
CENTERLINE
(APPROX.)
((n
Uj of
100
YR
FLOODPLAIN
HAZARD
AREA
(TYP)
'
LJ
EXISTING
TRIBUTARY
STEVENS CREEK
BOTTOM (APPROX.)
_
MIN.
COVER
3.0'
-
-_
.-
-
--
-
PVC SANITARY
SEWER
PROP.
1 2"
PROP.
/N
5
®0.80%
11
I�
OUT
I=
1.1
=
651.86
1350
PROP.
PROP.
12"
PVC
SANITARY
SEWER
FFTT
PROP.
PROP.
I
IN
OUT
I =
, 648.139
=
648.
i 9
®0.73%
PROP, IN - 645.19
PROP. OUT = 644.99
1
Op
I
A0--
T
_+4_3
-
0
7 -
- C
TBM #1
NAIL IN 20" HICKORY
EL = 662.07
/
662.07 _
NLS-TBM _..._. _ i / /
ExistiAg ��\-
LOT 223
I� THE MEADOWS AT
CHE%// AL
Stevens Or Trib
100 YR FLOODPLAIN f ,. _ __
\\ �, - _ _ -.. I - _
- -
/ MB. 60vPG 518
_ ��.
HAZARD AREA (TYP)0000,
r 670
l�-
\
REINFORCE STABI ZAl10N\
\ 4d'
OUTLET (TYP)
SEE DETAIL SHEETL
PID 19508131 �J \ � -,� � j/ \ � �
�- � , �� �1i 1 / � � 1 `�
J
\. i ��i �\ \ � � \ '- 0
/ ..
// _� _ �\ _ \ \ \ Q
~'
ASSOCIATES, LLC _ _� \ ` DETAILSTONE SHEET22 )// \. \ _ . /... _. ,•y
SS CIATE CHEVALPG C� X PROPOSED 424 / \ \ I / %/� `) -
1 //� \ \ f y�.4�
v � I /
`\
_SEE
J
-
STA. A8+45.95;, -{Lo
, 5MB 44, P\ 425 r i ,...,. \ %�/f / l DIA. MANHOLE MH-02
'T v
TEMP. DIVERSION DITCH (TYP) \ ) l
�'. \\
/ / PROPOSED 4 \' \ O)
TEMPORARY ROCK
-� SEDIMENT DAM W/WATERTIGHT
SEE DETAIL SHEET ✓�
�. A
^-
DIA. MANHOLE MH-03
STA AO+00.. �.\ \ \ , / / - `\\ //l \
. ..\ /f y/ / \�` =�.� _.. / / / f WEIR = 4 FRAME & COVER
/
/
\�
L1
BEECH MINT PLANTATI ♦ PERMANENT SEWER
L
W/WATER TIGHT 7
�..$ . ;�\�- �i� TYPE B
EXISTING 4 r�/, / ��_ - = SEE DETAIL SHEET (TYP) / k 1
DIA. MANHOLE MH-01 ` 10069 , '� _ / I
J EASEMENT (TYP)
THE MEADOWS AT CH AL L
�=
PID 19507114 FRAME &COVER
`— \. ✓i
'
Y — � 659.75 \ i
/
JN�-TBM
�` I k 1
• W/VENTED I TCE—
IN OMHICKORY l
• ICE .—r- TCE . • TCE• MB. 60, P 896
\
1 �� %'
NAIL i
EL=659.75 \ ZCE•.'--^7p;�;•
FRAME & CO VER - L l �� ?�� ; . ' .. -- RS-OC .. . TCE .. TCE CE T °
- CE T•:' :' r[� :_'::;:.:;::• �'• 7CE—
E T °T
TCE' y
'J W
f ^� Ljj
/
L 1
.TCE • T
-� I -� ZGE..; :; :� :; :; :
- /
`` :'•_.�►::� TtX—
• T :' ::' :' :' :' :' :' :' _. P�SUE FD'. :' T '—
jA'4+00 PSUE� .'-' D
T TCE. x I I ( J 7
x L
TCE•. �:. �. W Tc
r :j.• .; .• TCE
A5+00'- PsUE -- - � _
7CEDow. • : /. ; : ; . °. : ; :: ' SCE .'
SSE,-� TG i., :: •: •:' .' �: :' : '
�r TCE..' �.. ,..;;�;:;;:: :: :• i:;: ; �, :• :. �.• .•
.RIU
S10.28134" Ai+o
NOTES:
:%:'•::;.:;.:;..;'.:ICE 7 TC kp3+00
�
• • • • • • ; • : • : ; • • • • PsuE. 43.3.71, o As+oo ps U
BH-
1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL
T. _.
(: • :: PsuE
.,: ; ° :/.:
•
T :._ .. •. •.�EPROPOSED_
cE • •
k J10E =
12" S I
- --AN TARY SEW t
��.
WORK WITH PROPERTY OWNERS TO PROVIDE
. • . • • .:� • :.: , , E
S 55 59
T E:
_ FcE ::.
--ER X
-. —.—r—. o
�
TEMPORARY FENCE AND FENCE RELOCATIONS
�:: ; :' • . • :� : ' : � 412.2 SEINED uE x � � � �
/
` � E E Tce - � .
k TEE' . ' : ': ; ; : ; ; ::. ;
AS SPECIFIED AND IN ACCORDANCE WITH
PSUE . • 12'a SANITARY
_
\ PSUE �- �x
x
X x
CE IC7 ::
-�'' r '' •- T�" fD'
CONTRACT DOCUMENTS.
"•�FENCE
\�\ �` - -('SUE REPLACEMLOCATION ENT i I
- -f - -� -% ° / -x L�� x - >
` \ \ ° SILT FENCE EE DETAIL S EET \' `�
- / + - -
TEMPORAL ONSTRUCTION ®'
_ _ EASEMENT (TYP) eS
BHI
STEVENS CREEK TRUNK - -CONTRACTOR SHALL CONFIRMSEWER - PHASE 1 PLANS ��AS-BUILT ELEVATIONS ONFOR
x\100'
91-
BUFFER LINESEE
DOWNSTREAM SEWER, MH-01 AND NOTIFY ENGINEER ' J - \ /
°
-/
\
CHARLOTTE WATER JOB OF ANY GRADE CHANGES \ - -
\ - NUMBER 7030700047-17-503 REQUIRED. .- - - -� - - - \ \ I
\ _
/ / x ~ /�\ 1\ I
_ _
-670 �� x \ x /
PARTS FA ILY LLC \
/ X. ° -// / /
GHD Consulting Services Inc.
222 South Church Street, Suite 400
, Charlotte NC 28202 USA
PID# 19507103
/ /
T 1 704 302 4910 W
x \ \
DB PG 724
x \ \ /
www.ghd.com
MB443-5737 \
—x \\`\\
CHARLOTTE CHARLOTTE
WATER
/,/x'-
`\ �� \ ` `� � /
x � // /
/,'
/ ``\ -
`` ` \ \
x
\ W TER
�
x � � \
_ _ -� / \ I /
�
/ / / 6j5, \ \ \ \ / ,
� ' /''
� � �'
CHARLOTTE
NORTH CAROLING
_� _ _
x �a A x �x — r -675,
\
11144299
STEVENS CREEK
x UNPAVEDx x \ \
�x— fix— ° I\\\-/�
/ I J / ` \ \
\
Job No. File No.
x — \
/ / / x
7 Scales
CANo PLAN 1" = 40'
TRUNK SEWER PHASE 2
a x
x �
\\
,\\
I ��� Know what's below. PROFILE
_ xl
I
�- x
x \
1" = 40'
Call before you dig.
PLAN AND PROFILE
x - x
Vert 1" = 4'
STA AO+00 TO STA A9+00
\
As Built Dote
\\
B 7 1 JAM 100% DESIGN L. ASSOC JEM
Sheet
CJS BMG 11 19 4
Of
2
No. Dote By Revision Surveyed By Designed By
Drown By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

O 00
00
����'
BOA
8
+
W'jLQ
�' �t==C)�
8
00 N
y JWco
Q�=Q� II
Q �Q\��
+ O�FZZI�
y J�Q�o
Q�O�3LIJ II
Cp
0
EXISTING
AT
CENTERLINE
GRADE
(APPROX.)
E170
I
I
I
I
ir
7
I
EXISTING STEVENS CREEK
co
TRIBUTARY BOTTOM (APPROX.)
MIN.
COVER
3.0'
i-
-
-
--
--
-
--
--
-
--
--
-
-
--
--
-
100
HAZARD
YR
FLOODPLAIN
AREA
--
--
-
--
--
-
--
--
-
--
__
_
6
12
DIP
SANITARY SEWE
6
PROP.
00.80X
PROP.
t IN = 660.17
12"
DIP
SANITARY
SEWER
PROP.
OUT
= 659.97
PROP.
12"
PVC SANITARY
SEWER
®0.80�'
PROP.I
�I
IN
656.69
PROP.
PROP. IN
= 654.99
PROP.
OUT
= 656.49
_
PROP.
OUT = 654.79
--
10
1
1
12
13
14
15
16
17
18
00"
0 0 -675"
\✓
`e
LOT 223 �i/%�i�—;=�� _/ _1 /
THE EADO S AT CHEVAL
�\ \ \\ _g% ����
\ ��--_
MB. 60 PG 518/// /
• �\ \
_ - - -
_ _ _ /i ri / STA. A 17+84.19
-
° _ __�
- -- -
-__-- PROPOSED 4
_ IA MANHOLE M - ,
° �� \\�\ \ t^)-
\ TEMP. DIVERSION DITCH TYP
- _-�`\�\
\� \ _
_ —
�\ __\ \ _/\�f i%/ / W WATERTIGHT
6js� / ,
SEE DETAIL SHEET Z
\ REINFOR6iE STABILIZATION�i
.� -...� \ \ / \ \� _ \
_
—\ / \/ // i/ // \, , \ \I i FAME &COVER �
`�
OUTLET TYP 665-
• ( ) > �—
CF
\ \ ` l
\ 87 / I 11
I i C
• SEE DETAIL SHEET 2�
tcF STONE CHECK
O \ SEE DETAIL SHEET
Tc� -�.T
O
/ \ In
�� _ _ �..
`�� \
; .
NAIL IN CEDAR `
/
s1 • . • t; • . .rC
EL 670.89 / m / \ �G�' A18♦00
.34 �� E` xp'0 c \
8'
0 :.: ; ; i�rj�R : ' h
\
\ TEMPORARY EROSION \ 7Q ' ' 2�
CONTROL MATTING (T1fP.) 8 �� f'; r"'
\� I — - ` 1 SEE DETAIL SHEET . ' p: ti�
O
:.
\\�`'
/ R
// } \ • : '\.
10071 r
670.89 �\\ GE' s : 10• yo`�
) NLS TBM //\ `�� I
�� 11 P`�`� • ' (/ /
1: .
/\ j O O I ; /
1
/ qr / 1: / _ / /y /j; / / /
`� \x // 0 _ _ — �% \ _ /...' rl1J �cE: :':X'' '' /
`—
(n W
NOTES:
1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL
/� h.;: x.• x
GV �/ \ /l 0 ` �2�k ^
F•
�.. �� i SILT FENCE (TYP)
SEE DETAIL SHEET
21 \ — �i/% 1 \ :: �s�. ; • . ; • \ , /�
I�
WORK WITH PROPERTY OWNERS TO PROVIDE
\ ROSION MATTING (TYP) :' : SUE• • : • .
�!% \ `t �// SHEET 23 '' '• :;;•:
\
0S 1
\ Mba ARY ROCK^• k
I ;'SEDIMENT�DAM ccF :;• �.' ':� / ' \
(n
TEMPORARY FENCE AND FENCE RELOCATIONS
AS SPECIFIED AND IN ACCORDANCE WITH
— �EE�ETAIL _ r
_\ _/ \ \ - -
S
;:..;'' :•rc
' • : ; :
�\ �2� 9+
WEIR - 4 ''`6k 5 9.3 \ \
—TYPE B /
z
_
CONTRACT DOCUMENTS.
_
` / , , _ �� _ — \\ \\ \\ \ \ _ �'
•
' �. ?QUO rcF
(TYPE P� q �c�./
�� \ f // /
LLJ
k \ \ \ STA. A 11 87.72 �.♦.�• : •.. \ .; 0
67
\
� PROPOSED 4 _ kI—
-DIA.
_ / /
1. .._... ��
U
,,�
MANHOLE MH-04Al
W/VENTEDa�o��,4
Ar
0 40' 80'
\� \\� \\\
-�� �� \��, FRAME & COVER
_ . x�� xoo
0 :�\
;:.ON
_ —�\
- _ x �..
::; ;•.• — // -717 1
�\
Consulting Services Inc.
PARIS FAMILY LLC
pq \ \ \ \ \ PID#/ 19507103 • } .� \ \ C, !;'.•;•'P1kX �' ,! \ / / _ \ —
DB 25497 PG 724 j
l \ \ \ \ MB 43-573 _
, 222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
\ �\
ARMORFLEX 30—S S 1=
DETAIL SHEET 24
x—��� '
EXISTING 60' LEVEL SP ADER -®'�
_ — \ \ — — — -_ _
/ — _
CHARLOTTE
CHARLOTTE WATER
\ >� k \
\� �\ \ �— k
_ _FENCE
REPLACEMENT- _ _ -
LOCATION
WJ)T E R
�\k
STA. A 13+74.80 \I
/�� �-�T �- - - - _ _ - - - °
- / •
CHARLOTTE, NORTH CAROLINA
PROPOSED 4
k DIA. MANHOLE MH-05
,BSA' _- _ -
_
,
\
/ i 100' BUFFER LINE ° \
\
® 11144299
Job No. File
No. STEVENS CREEK
k W/WATER TIGHT
FRAME & COVER
Ic
soles
1"
40' TRUNK SEWER PHASE 2
k\
PLAN =
a a Know what's bellow. PROFILE 1" =
40'
/
Call before you
H or.
dig.
g
PLAN AND PROF/LE
/
\
Vert. 1.. =
4'
/
\
STA A9+00 TO STA A 18+00
As Built Dote
/
B 12 18 JAM 90% DESIGN
L. ASSOC JEM
sheet Of
CJS BMG 11 19
5 28
No. Date y Revision
DBR
Surveyed By Designed
P
By Drown By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

9
1390
ep
OOj
O0 O
iZV0)
Zts
O_4Lai
Ilk � II
w I 00
��OcMV•
N WWWt
Q�ODZ II
ti ����
�Vto
� Q -
N L JacQto
Q OD~� II
Q �Q\Q�
����
to
0�
8
8
y
101C
3
GRADE
•
JOLI
CHEVAL
LANE
EXISTING
AT CENTERLINE
(APPROX.)
-
O
LLJ
EXISTING
TRIBUTARY
MIN.
COVER
3.0'
�-
im
STEVENS
BOTTOM
CREEK
(APPROX.)
_
--
-
PVC
SANITARY
SEWER
--
-
--
--
12"
-
- __,---
PRO
---------
SANITARY
SEWS
®0.809'
12" PVC
PROP.
12 " PVC SANITARY
SEWER
®0.80�b
PROP �
IN
666.25
PROP.
PROP.
OUT
=
666.05
VC
SANITARY
SEWER
®0.80 0
---PROP.
PROP.
E
FL
IN
OUT
I =
1664.
=
664.20
40
PROP.
12
PROP
�
IN
� 662.25
-
®0.80�b
6
PROP.
OUT
'662.05
6
18
19
O
1
2
3+
4+
5+
6+
7Ln
— /
0
/��—//-- = 680—�
c�
-�- —+
— \\
/— \
/
_-'°/� //�—gip,/� — /—� �_\ /�--\-- --.
�/ / / CHEVAL PROPERTY
\��-_—_—,�_=_=gg0_ _=�____
/ /uNPAVE� /
66-5 - _
-/
/ -
/ // OWNERS AeOCIATES INC -_--__-_-_-_
PID# A3S'J395 �, _ ° CHEVAL PROPERTY
V / / // ° / - - _ ar� lr DB 32382 PG 643 OWNERS ASSOCIATES INC-
/ / / _ / / -- - �� _ / e�0 MB 56-164 PID# 19507395
- -` /
-'--------- - /
\ \ \ ���-_---6__-- -_ _ _- - - - - - - - - - -
STA. A24+69.41.
/ -_ = _ ) q11
/DB 32382 PG 643(0 KAB 56-164
` \
PROPOSED 4
DIA. MANHOLE MH-09
_r
STA. A20+19.63=; —=- �\ � ,�� \\ \
W/WATER TIGHT
/ / -PROPOSED 4 �✓\ \ \ 1 \ REINFORCED STABILIZATION
/ MANHOLE MH-07 ti
FRAME & COVER
10072
/'DIA. \\ . I ` _ _ OUTLET (TYP)
\\.� 1�
—6� " \ SEE DETAIL HEFT Z
s7s.o9 1--\
NLS-\M
_ \
;I\\ — �'W/WA TERTIGHT Tce �1� — (\ ` I / — \
M
AMP. DIVERSION DITCH (lYP)
\`
- /
,,FRAME & COVER �� ; ', \ ,\` �_ NAIL IN 29"GUM
EL=678.09
i >_ / )r ,/l/ ) •: ; : ; : • . • T \ \ �� -r ._ \\ \\
�i r /� / �Sf` ' . Cl ; : ; :: • • : ;' : F': ; \ \\ \� - = \\
%I I ' � •• :•: � �
SEE DETAIL SHEET ?A
/ / — — ERI C & JENNIFER LAZO
ve / S # 19507365
_ - _.. PID
• �- �.
/ Cyr - \ / �1.- DB 29005 PG 277
'rib \ O
/ \\ / : �. � • • ���- —/� � —. � \
_
��... � � � \ � _
MB 53-484 O
—\\
.`: ; . ; ,,fix F MPORARY EROSION
\ / pry .:�� CONTROL MATTING TYP. \/
INSTALLED -� )TEMPORARY
?a
0 BE
\\\VIA OPEN CUT UNDER � ` • . p 9 :: ; :: • .. SEE DETAIL SHEET
\
?��21�SEDIMENT
�`� / ROCK
,Jr\\..
i r
��
HEV NE
. • ?? )
_ \ \.
�DAM
WEIR = 4
/ //l SILT FENCE (T�)
• T T \\ —
\I : ; .: :: ' . • N/p —
� `�:;•::•::•::•• TCF• S �
J f TYPE B _..
_ SEE DETAIL SHE
SEE DETAIL SHEET � (TYP)
•. ..CF �- � � � �
•
\ \ \ �. . • / \ p T ° \ fj _ — / _— 1c� •--.1eElit 1111
•q22
`/ � I
II I �\ \ _ \ � O. � �j cF: • .k• o 0--:675� � —
*v �•,
� F.\ i ' � — \gyp � � ``. \\ \ — /
v/
'
NOTES:
:.. •.r _ / / \\\\.��\ I �V
p24+00 q2S' -
Ooi' ss i / \ �` 4
1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL
+00
E '4f"E TC — \\ ��\ �/�
\ \ �� �`�\\`'����
S09 04 E• f '' :;,� X.
•
\..,_...
WORK WITH PROPERTY OWNERS TO PROVIDE
TEMPORARY FENCE AND FENCE RELOCATIONS
�� 1 \ \ *6 56 ' ( Tcf :! : ;
.• .•
�y
\ \\ \ 6 ) /�' pc '' y •.
206.47 EWER • : �
•�• • �• � : • • `— — - — � � �
SANITARY � /•:••�•j.��-:-: • � (�
SED_12.-: ..•.•• �' `•�:••.r•:;•.•• ''�I����''• ' � �_-
oeo • ... : • .::. • ' Sys. . ; : — -- , ,
P Ye ?s�&P P 4ps? i '•....� :., y� r ` — ^ �/
cE / / — \ �.TEF :. ';•— . . oSE� ?�8 /y %42sxp : ✓ _ / ' '
AS SPECIFIED AND IN ACCORDANCE WITH
CONTRACT DOCUMENTS.
O
% �Q 3d 100' BUFFER LINE / / /4- / / cF ``._ •TCE'.� Tc '� \ _ �� — / — � \ _ _ _ :. • :. .5 ty -. ; . T (/�
0 40 80
\ - _
W�
\ f STA. A22+62.94
—
PROPOSED 4'
1• —
DIA. MANHOLE MH 08 -c•�
— — I /
GHD Consulting Services Inc.
f %� / /
c�\ W VENTED /
— -- , _ — _ -
/ / / _ — — \ / / / / , 222 South Church Street, Suite 400
/� _ Know what's below. Charlotte NC 28202 USA
FRAME & COVER
Call before
you dig. T 1 704 302 4910 W www.ghd.com
\
STEVENS CREEK ASSOC LLC \
CHARLOTTE
PID#19505131
CHARLOTTE WATER
\
DB 18751 PG 36
MB 43-903 W TER
PARIS FAMILY LLC
PID 19507368 & 19507399
DB 17710-978 & MB 56-160 &
° �//
x
/
CHARLOTTE, NORTH CAROLING
MB 63, PG 931
I �^"
{, — 11144299
I Job No. File
No. STEVENS CREEK
PLAN Scales 1" =
IPROFILE
40' TRUNK SEWER PHASE 2
Hor. 1" = 40'
1" = 4' PLAN AND PROF/LE
Vert.
STA A 18+00 TO STA A27+00
'
As Built Date
B D7/19 JAM 100% DESIGN L. ASSOC JEM
Sheet Of
CJS BMG 11 19 6 28
No. Date By Revision Surveyed By Designed
By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

Op- Q O
w
ap eF :t N
JO LQ QW
cIoN y
"iW
Q�p
�
to �:x p2Q '
+
Q W
pN�O
eF=CjN
to
�'� Q Q00
CO
4 ~Zu0
N y J�Q�o
op" =VN
°' ��2Oef
M NW.W
�I�=W
9
Q�QL II
+
II
,
9
M JQCQco
�
W �����
QIpZ�Q
FT I
GRADE
EXISTNG
AT
CENTERLINE
(APPROX.)
MIN.
COVER
3.0'
8LiJ
STEVENS
CREEK
��
8
EXISTING
�_
_
-
--
--
-
-
--
-
--
--
-
--
-�
TRIBUTARY
BOTTOM
(APPROX.)
��
12"
PVC SANITARY
SEWE
II
I-
'-
-
--
-`
PROP.
PVC
SANITARY
SEwE
00,
8ox
Cn
12
PROP.
12"
PVC
SANITARY
SEwE
®0.80
o
PROP.
-IN = 674.26
PROP.
PROP.
OUT - 674.06
PROP.
12
PVC
SANITARY
SEWER
®0.80
o
PROP. FL IN = 672.69
7
PROP.
f
IN
__
I
670.61
PROP. FL OUT .= 672.49
7
PROP.
I
FL
I
OUT
= 670.40
®0•80�°
FL
IN =
668.68
PROP.
I FL
I OUT
=
1668.148
PROP.
7
8
9
O
1
2
3
4
5
6
10073 /
683.76
NLS-TBM
TBM #4
NAIL IN 30"GUM
EL = 683.76
\ \ \ _ BAINS FARM INC.
DB 28946 PG 867 1 \ \
MB 58-407
ERK Lg8O2EN
REDDING __-STA. A31 +98.18
\
_ _ PID# 19507364 _
DB 28954 PG 670 _ _ _ PROPOSED 4
MB 53-484 ; = DIA. MANHOLE MH-12
�- ---
- -'%._- �_✓_ _ 111.
W WATERTIGHT / ) /J/� iIJI I f \ — — 11�� \ \ PAUL & MEREDITH
/
/ I < LEDFORD
& COVER 1 lc� I I \_ \ \ \, PID 19507361
_FRAME
\l I ;rrF SILT FENCE TYP)
SEE DETAIL SHE
•
\ EINFORCED STABILIZATIONOUTLET
/ � •q`i2� •' • . . �cF \\V. � \ \ � \ � / -- — � � ` — � � � � � �
� •'
0 / �
/ SEE DETAIL�SHEET
�... ' _` �/ \ �• :: • • :::'::::: P� :: •• _- TEMP. DIVERSION DITCH (lYP)
_ —SEE DETAIL SHEET �
//� _
STA. A29+62.39 /� '- // asv �\ \ STONE CHECK DAM TYP /
PROPOSED 4 ' �j / / ^ �c� 0 'TcF \� _"' SEE DETAIL SHEET /
( O
V `C J /
P D/A. MANHOLE MH-1101
Z.Z 9, \ \� iJ \��\� �� ' ` 6- _
r i ': :::':: 55 — �� _— `_
��.. • 235• F '\ - �- / ,. �\
Q' �\ -W/WATERTIGHT r ,�
i� , j
�.� FRAME &COVER -
�� / cc �� E �. ::: • .:. Os, :::. \.. �-. CO 00
/ c3�:: P c . �O, ' ':::::: r MPORARY ROCK
::::'. • >> �pq3 cF. SEDIMENT DAM
/:. F'%;
NOTES:
.::
__. �c� 'BOO, h-`;xOp' WEIR = 4.
- Q O
�,.- _ / �. •� — _ cF : • : ; TYPE B /
qa _ F SEE DETAIL SHEET (TYP) I z
�_ _�?cE ,_. Q
\G� '' c� _ `�'' 7c
1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL
WORK WITH PROPERTY OWNERS TO PROVIDE
TEMPORARY FENCE AND FENCE RELOCATIONS
po /
` - - /' - - �' ?cE -- L
' ' '�(� T�=�.:::r Tce.—
AS SPECIFIED AND IN ACCORDANCE WITH
G lI .\ _ / - T_
\\ — •TAG
E.. ox , .. • EE _ _ :::. • is
?fir ; : ' �_ .6W �_ ` A34+00 Tc� .-- -T
CONTRACT DOCUMENTS.
�/ \ \ i �� T E ��
TC
:: — —
i = _ _ — —
\ F
P� — \ \ -• rcE �r xcE"• psU���
4
_ / _ — — — \ \ \ cF S21.19'32 Psu�
yF '. -` A29+00
— / _ — — — — \\ V 290.95' A36+00 7
\\\\ \TcF: :�.T �: SEQ 1?.�N1T!QY
S 4 *49
c ii —_-- __/—_�----- \
• : • A28+00— —j
F 214.51 Ens --:=.. E / / / / --� L
\�\\ \�—�,_
'zi
/: 0
��--�_�_—� �� ��—\_ �==' cE\ Tce'— r'::::••--•.'••'asuE _
_
Yce I I r / -690 - - - \ \ - I TeE _. 7cE :' L J
,
0 40 80
• :' •;�• :' • Tc -�
/ / _ _ _ - \\ - - �� -�U
�
•
////' �. :�•::.:�:'••i !fCE.,�.fCE' \ \`-
// / / /�-' /� /J-- STA. A33+69.19 \!► --,_^\
\\ �� ��------'� /
—�' s
/' / /// - // �- __ PROPOSED 4 \����� -/� -��-� �� Q
.690
0
/ /// , E' . \ -' / ��►
i // / �'-69g DIA. MANHOLE MH-13 \ �_'-___-- \
/ mar \ \ \— / / /—y�� \\ �\
�Mown•�� �'' \\ \e ��
_ _\ _
\ STEVENS CREEK / /� J/--' \� — �— ��100' BUFFER LINE --�` \ ^�—'
W/VENTED _ — _ _
\ ASS950513PID# / I / /— \ ^
GHD ConsultingServices Inc.
�,� \
\ _
__`__ -_- \_ �� \ _ - ,/
/
I / FRAME &COVER — _g \ �- — — _ / \
DB 18751 PG 36 / -�\ 95-__ — — ' /�
\�— �� -
222 South Church Street, Suite 400
Know what°s be ow
\ \�
I / / / / ----- - \�
/ / `,_\ ___ �� __- �� _-,__,--
. Charlotte NC 28202 USA
Call before OU dl T 1 704 302 4910 W www.ghd.com
Y g•
STA. A27+47.88
I� �/ // // // /�
' PROPOSED 4-_-
D/A. MANHOLE MH-10
des
\\'_-\
CHARLOTTE CHARLOTTE WATER
W/WATER TIGHT
-�, /-- �� \� \�-__-,_�
�---'-��
FRAME &COVER
��-\ ^\ �\� \� �` ----��
W TER
CHARLOTTE, NORTH CAROLINA
11144299
1
Job No. File No. STEVENS CREEK
\ Scales
1" 40' TRUNK SEWER PHASE 2
PLAN =
\/ PROFILE
Hor. 1" = 40'
1.. = 4' PLAN AND PROFILE
Vert.
STA A27+00 TO STA A36+00
As Built Dote
B 7 1 JAM 100% DESIGN
Sheet
L. ASSOC JEM CJS BMG 11 19 7
Of
28
No. Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

O�
�
+ Q~ZW
-LQW
NQ� �ZQQ=_
O
"-
N:t
~�iTyj0=ph+ Q
y
_Q•���Jp=Q\WQ�II
���OLn
Q �Q
O
Q
00 Z��
w
+ _Q Q
y�
Q��=W �II
Q-Op�W�
O� ,
�:7Z�VM
+
_ _ ^
Q Z 00
y J W
(ZII Z Q W II
°o
Q
W W
p O Q W I I
p Z 3
�
RE
SEE SHEET 13 REGARDING LIFT
STATION DEMOLITION, DOGHOUSE
MANHOLES, MANHOLE ABANDONMENT
AND TYING INTO EXISTING SEWER
O
M
Q
EXISTING GRADE
Lr
La.QC
AT CENTERLINE
(APPROX.)
Q
9
Ld
9
01
171
EXISTING
STEVENS
BOTTOM
CREEK
(APPROX.)
TRIBUTARY
_
—
MIN.
COVER
3.0'
—
--
--
-
----------
-----
SANITARY
PROP.
OUT = 683.69
PROP.
12
PVC
SEW
-
_
-
--
-
-
-
-
-
--
-'
-
PROP. 12" PVC SANITARY SEWER
00.60N
12
PVC SANITARY
SEWER
PROP.
IN
=
680.97
®0.80�
8
PROP.
8
12
PVC
SANITARY
SEWER
®0.80 o
PROP.
OUT
680.77
EXIST.
FL /N = 684.05i
(8")
PROP. FL IN = 683.57
PROP.
PROP. AFL IN _ 683.�16
PROP. FL OUT = 682.46
PROP. FL OUT = 683.37
PROP. 12" PVC SANITARY
00.60N
SEWER
®0.80
0
PROP. � IN = 678.51
PROP. OUT = 678.31
PROP
IN
676.79
PROP.
OUT
=
676.59
FF
6
7
8
9
O
1
2
3
4
\705,
-
S16°54'37"W
34.89
PROPOSED 12" SANITARY SEWER= J
STA. A43+ 17.48
A43+52.36 °
,
/ _ ,
�
TBM #5 - — — / PROPOSED 4
�. � •./ PROPOSED 4 °
-,
�/
\ NAIL IN 25" HACKBERRY i
EL=691.58 _ _ _ _ = 1 DIA. DOGHOUSE MANHOLE
\
1 DIA. MANHOLE MH-18
_ -,STA. A36+60.14 /
_
`\ _ — — _ — --
STA. A38+49.57 \ — _
W WATERTIGHT
° /
10WI+ MH-17 W/VENTED — — I _ ' / �
— ��% 0 C
PROPOSED 4
`
PROPOSED 4 \ _
_ _
_ — _ — —
NLS-TBM FRAME &COVER p_ _
l ME & COVER
/ \ FRAD
_ ° _\`3 � , i ° ��- s -
"W
_
� DIA. MANHOLE MH-14 'I
DIA. MANHOLE MH-15
_
— S59°58'31
' \
W WATERTIGHT
_ / I
W/WATERTIGHT
MPORARY ROCK \
\
TEMPORARY EROSION _ -_
CONTROL MATTING (TYP.) _ / j
��
/
/�
/ ° / l 20. 13'
_
\ \ ��
—FRAME & COVER = _
A OVER
,FR ME & C
_��� \�
SEDIMENT DAM
WEIR=4' ,
SEE DETAIL SHEET — /
° _ J���/
PROP SA TARY SEWER
I �� �f OSED 12 ° SANITARY °
I
Q _ _ � ram__.
/—3_-_.—
3..
_ 85PROPOSED
---
TYPE B
SE DETAIL SHEET
E E EET 2$
_\ _ •=%/ ^\
/� STA A43 72 49
4'
/ i� �= �_ — ��� �_./��i �.._ .. ..%/
�2EINF CED STABWZAl1aN; J
L �� TEMP.
\ SEE
DIVERSION DITCH (TYP ,
DETAIL SHEET
�... i //// ` \ a \ \ �° ° •
\
• :'��X �� V
DIA. DOGHOUSE MANHOLE
✓
UUTLEr (TYP) /
V) O SEE DETAIL SHEET I
`�
�` = ` �.,�.., -; — : �.:- -. r / \ / — ,. Q ,' NOTES:
_ L- _ -_ , . ! / ��E •� , • �,::' : MH 19 W/WATERY/GHT �,� 1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL
— — r\
L _ STONE CHECK DAM (TYP) � �
/ \ SEE DETAIL SHEET C —
°
��,—__
� �
_
— _
° _� ` ��-.
:;:..
\° ......
/ ��E• .. • .. • +11
I
(D
FRAME & COVER \
ER •' • ' ' • • • •• •• � �.: x� \� �, � WORK WITH PROPERTY OWNERS TO PROVIDE
FENCE AND FENCE RELOCATIO9 NS
'�• 5: :�; ?
;r_
/ �� /
\
SILT FENCE TYP
SEE DETAIL SHEET 21 /°
/ 5��.51 fig' 'TEMPORARY
°
O� 0 1 ++ �/ ek„AS SPECIFIED AND IN ACCORDANCE WITH
\ \ :';!;'' 2 1 � z pVC CONTRACT DOCUMENTS.
;•:f R. ..�::
0? • ;
/h9
j I
TGE j2SQ —�7�E• . • TC€ TT Fc T CE . • 7CE. • TGE • T
(G T -r:'•:'•:13
:'.'Tlj :; p: :; :: iD; :; :;TCi T�:
T 7 TCE• TCE .TCE . 7 . •
•:
'
. •TG T� T E • . ° • T E. --r zCE — OT�E . • : . ; .
/ �' I SS /
•+0--
/� q4 • . r+sUE -- Ps— iE PSUE ' A39+00 PSUE .o
A40+00
A41 01
Noma
_
A38+00
A37+00 S02'00'03"W
S02 00 03 W
r ^
'
189.43' 282.12'L Q \ \
l . Sdd + +
PRO�SED 12" $AN/TARY SEDER PRO SED 2" N/TA SE R o- ' t�E / °
PSUE, . , :. , :. ' • . . • . , .. PSUE •9 .. • . • . • .. • . • . ° woo ` 1 / / % Q / O 40 $0
-
' \
:''• i C�' T = fE CFI TCE 7CE TC
T E TCf ' ' TEE' ' ' ' TCE ' ' \ 7CE 7CE
TC • •TC j
TEE' '' ' TCE 7CE �/ / �f
dd�� Q / f
/ x
� \
�
\.
� �>�
GHD Consulting Services Inc.
EXISTING CHEVAL LIFT , 222 South Church Street, Suite 400
/ 13 \
' — �8�— _ ',' /
�. ni
FORD DEMOON PLANKnow what's below. Charlotte INC 28202 USA
— _ �
, — — —
_
100' BUFFER LINE — -
-
STA. A41+31.69
r i
Call before you dig. T 1 704 302 4910 W www.ghd.com
Y g•
PROPOSED 4
CHEVAL PROPERTY /
OWNERS ASSOCIATION INC
\
PID# 19505188
DIA. MANHOLE MH-16 DB 32382 PG 639
MB 59-976
CITY O 1CHARLOTTE
CHARLOTTE
DB 30613 PG 431 CHARLOTTE WATER
W/WATER TIGHT
WJ)TER
-) — -
STEVENS CREEK
ASSOC LLC PID//
FRAME & COVER
pp
L
CHARLOTTE NORTH CAROLINA
9
/ � _
— \ ��
19505131
DB 18751 PG 36
' I
MB 43-903
0
TIMOTHY & SONYA
\ 11144299 STEVENS CREEK
Job No. File No.
TURNER
DIB 287630PG1171
Scales 1" = 40' TRUNK SEWER PHASE 2
\ /
-'
MB 17-296
PLAN
\
PROFILE
Hor. 1.. = 40'
\
0
1.. = 4' PLAN AND PROFILE
Vert.
STA A36+00 TO STA A44+00
1
As Built Dote0
\
B 7 1 JAM 100% DESIGN L. ASSOC JEM CJS BMG 11 19 Sh8 eet
Of
28
No. Dote By Revision Surveyed By Designed By Drown By Project—Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

—0
^
m��0
fnlui�i�
W
J
I=
QOQ
0 0
II
V)0
Ld
N
0
+
m�p-0
N
J W
O=w N_M
Z>MD—
QO�p�
Urn
porno=
Ilw
mw
X��O�
w?i��..
Uj
w
2w
Z>r-
QOUco
rn
Zorn
V) II
X\�
W 3
N
u7
±
m�ZJ
N
w
w
O�
Z>Ir
QO ^
M�
�
ppco
f~� II
w
�
+
m7z�
Q
N
O�
2Wc
Qpl�
U�
ppco
HO II
WN�
w��
+
m
N
o
+
m-IZ�
N
J
p�\�
Z>�
QOW
c��n
ppc�p
II
X \M
W�i�
w
7
0
LL
0
EXISTING GRADE
AT CENTERLINE (APPROX.)
n
0
FL
F�
i IN
OUT
i
i 69
=
3
693.73
i 9 7
EXISTING STEVENS CREEK
TRIBUTARY BOTTOM (APPROX.)
EX
,-------
g"
PVC
--
_
--
6
0
--
-
g
i
EX.
8"
PVC
r
�
�
EX•
a,. Pvc
F� IN
OUT
=
686.66
686.45
F� I
F�
N
OUT
=
687.55
687.31
-
Ex. s" Pvc
-
IN
OUT
=
684.1�5
684.00
N = 683.76
IN = 684.61
F�
Ii OUT = 683.49
6801
8
t
0-i-51D
PPT(C?
__00
r�_"
(?
_B13+00
\--------- ----_ —_ \/� —='-J \� \� /-- \\-•lO� —_-- \_ —\\ ` —\mil
\_ -STA. BO+00 --_
EXIS_TIN_G MANHOLE - -
/ / — — — —
_0
Lggj
'0
° l �-' —� \`__^�—\ \\_�_ ;���..- �� � �� °
II
00
Q _ TA
_ r f
°
w \\ XISTING MANHOLE) _
�.. —
\' ANDONED \ T
STA. B4+07.15 \ - \ TA.-B7+46.39
..� X STING MANHOLE ° XISTING M H L -/
° ° . AD
0 0 � r)
XISTING MANHOLE
�m TO Ill ABANDONED
° 00
/ w\
Lc �: IDS °° ` 0
ob
�
— x x
0° 0 0� . 0 '
0 °_ 0 _ - _0
0 _ _ - 0 - - ,. .. 87+00 � - -
B5+00 1 ,86+00
C EX, 8" PVC / S '-S
_SS— t>i /
M
\ S
l �
0 0 \ EXISTING FORCEMAIN
\ ,yx ��TO BE ABANDQNED
EXISTING CHEVAL LIFT
STATION SEE SHEET 13
FOR DEMO PLAN
STA. B2+95.14
EXISTINGI MANHOLE
i
I /
/ \ /
MOM
100' BUFFE LINE -
Long
Stirrup
Lane
I
601
Know what's below.
Call before you dig.
7 1 JAM 100% DESIGN
Date By Revision
THIS SHEET IS PROVIDED
FOR INFORIVIATIONAL
PURPOSES ONLY
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
11144299
Job No. File No.
Scales
PLAN 1" = 40'
PROFILE
Hor. 1' = 40'
Vert. 1" = 4'
L. ASSOC I JEM I CJS
Surveyed By I Designed By I Drawn By
STEVENS CREEK
TRUNK SEWER PHASE 2
PLAN AND PROFILE
STA BO+00 TO STA B8+00
Sheet Of
_ BMG 11 19 g 28
Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

CO
0
+
m�zJ
w
J
O
Z>�
a 0
MOO
Uml�
II
w
N
^
+
J
Z>
QOT
UQ
cV
p
+
_
w
2W
a O
U Do
00
�
N
+
co
m�NO
O�
Z��
a
0
C'�I�
Ld
J
O
r- 2w
Cj Z>p�j
QOQ
w
VN
X\�
Lj
u7
Om
Z>�
QO�
+
C�m�
m��� II
m�Z01-
_Goo
�O II
\m
ml-0
Q
V)
(n
II
V)
X\�
w ?i
(/�
II
X\m
w�
L��
N Uj
m�-0
11
cn
1 iD
N
w 3
EXISTING
GRADE
AT
CENTERLINE
(APPROX.)
1.1
O
J
LT
EX.
8"
PVC
LJ
EXISTING
TRIBUTARY
STEVENS
BOTTOM
CREEK
(APPROX.)
EX.
8"
PVC
-
-
--
--
-
--
--
-
-
--
-
-
__'EX.
8"
_
PVC
__
N
—
-
699.�49
I N = 700.32
-_
--
,
Ex.
8"
PVC
FL
II
OUT
i
i
=
699.43
OUT = 699.99
IN
= 698.26
-
FL
IN
1 _
697.65
FL
SIN
_�
699
.92�
--
--
---
-- --
OUT = 698.08
8" PVC
FL
OUT
=
697.43
FL
OUT
=
699.65
-
FL
FL
IN
OUT
_�
696.�08�
=
695.73
-'
9
9
10
11
12
13
14
15
16
17
—�V Q
NC6
_—/�
0
�
��\\ --' —� \
�I s`�J ��--710-,
—
�\lam' I/
-
�
0
0
=�—STA►. 16+26.79-
_�XISTI_NG MANHOLE
r / '♦ / /
5
''a /
/ / —STA. 16+09.21
STA. 14+02.71 — / z I ,l_
\— y \\` I `EXISTING MANHOLE
EXISTING MANHO
^ ,�
�— ` — / \ / I
dos l \ 1
\ / \� I \ \ , /... �: ✓ — , � <
Op ° \ /
--RD 0 \� _ —
/
II\ �_ A.
Q
13+k. 1 \ —
V� 9�
+oo�,�\�
00
m
° 5 �II11 I
..
XSTING
MANHOL
THIS SHEET S PROVIDED
o
Q z
e9 °o \�\� )�� i'I
_
Ir�l
/' /°`,
'° l '� e,\ Qj
FOR NFORMAT ONAL
l�
_ _
_ � =� --� —S 'Fk• p. ' � -7pp_�p0
�� _0-,/
/'
/ \
'
/ /'\\ a �\ \ \ � O.
�l
\_ `, //�I
—'--_-- S �=
I IIII\� =' , -
► \
,- -5-� �/ �'
_ ,'�/ I ohm ,`� Z
PURPOSES ONLY
PURPOSES
_�/ \
_ +oos
� — — — — — `\\ 11 \\
I \ -'
I I I\ e12+0°—
� M� �-
-- _° A. 15+9.
' + EXISTING NHOLE/ // � � � 4
: � _ _— — .. � d / /l
Og _=\��'� ��-
I � Pvc
I)
, _ _ /
/
� / )
— __� �\ �� — \ _/ // a
00
S -�'
♦
�) \
^> /
�a ~� / \ / /
r r
_j
MEMO
1 _ OF STA.
I
mass
+1��4
goo' BUFFER LINE
° 0 ♦ \\ \ —
��
R EX I TING MANHOLE
\ `
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
\ \
T 1 704 302 4910 W www.ghd.com
0
ICHARLOTTE
CHARLOTTE WATER
Shady WJ)TER
�
Oak
CHARLOTTE NORTH CAROLINA
,
3
,�,�,
C t •
/
,
\
® 11144299 STEVENS CREEK
Job No. File No.
Ma
`
�
Scales
1" =
40' TRUNK SEWER PHASE 2
Lo r2e
PROFILE
RW Know what's below. o LE
Stir
rup
Call before you dig. 11 �� =
4� PLAN AND PROF/LE
L an 3
Vert.
Rw a
STA B8+00 TO STA B 17+00
As Built Dote
RW
RW
B 7 1 JAM 100% DESIGN L. ASSOC JEM
Sheet Of
CJS BMG 11 19 10 28
No. Dote By Revision Surveyed By Designed
By Drown By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

w
J
O
0
rn
I�
=w
Z > N
O
+
Q0—:
U
m1�
M
0
II
X �m
N
W3riE
7
0
730
w
O w
2W
w
J
0 x
z>a)
Ell•
O
0o
C"
co
.
0
I�
Z>�
a0T
m 0 W
+
<0
Uco
+
N
m
0
Z0 II
W �i
N-
co --O
II
N N
W
7
0
7
0
N
W
J
V)
0_'
(0
O w
00
= LJ
Q >
0 p
EXISTING
AT
CENTERLINE
GRADE
(APPROX.)
=
717.76
�
"
FL
0 U
T
00
N
Ld
^
,
8n PVC
Pvc
EXISTING
STEVENS
CREEK
—
Ex. a "
IN
=
712.67
7
0
TRIBUTARY
BOTTOM
(APPROX.)
OUT
I 71
2.47
710
PVC
FL IN, — 710.27
1-1100,
,_
EX•
FL OUT = 710.07
Pvc
F�
IN
OUT
=
=
705.73
705.53
25+
117
1
8
1
9
O
1
2
3
4
5
I
�II
_
/III\�
C-11\
D I\
\\ I
_
30-- . o -7,\� /- \ -',�
013
I
ICU
uc
1 I
IN
1 N \
I 1
,�\/ \ �\
° — O ��1L�Ir
--
-
_ I F
- 3S. \ II STA
_ _ _
61_
�
�F IDIA
-\ I
\SS00
A. 20+70.98
/ / _
------
\ II � ,4WD
\ \\\\\/ �_`\ - \ \ \\
EXITING MANHOLE\ -; -�
\ �- I \ 4\ FRS
\ STA.
XISTING
18+10.8 _-- ---
MANHOLE
��- ��\�\-_-----
/
STA. 22+7y.
\ - \ \`\
\ - , ° ° y A 7-17 \ \
O
—
EX STING MA OLE
826+00 \
B19+00_ C \ \ \ �B21+p0- fi,----._ __ 1 °j�
l
--------- B — X ''`\ �
LA
`—�EX. 8"P �/
vc B22-
41-0
\ \ \x ° � o \ \ \ \
� I
0 0 \ \ \ ST 25+6.�0
m o 00
___EX -`_ _
_ - _ __
\_ _ \
l \ \ ��F�XIS�TING MAN�IQ4 ►� II
THIS SHEET S PROVIDED
� z
-^
S 1 B \
23+ o �20?
FOR FOR AT A
N 0 N
,..-- — � / L
1-0 , -
\ � 1 —��
,__J /���
\ IB24+00\ N \ �\ \ \ \ II III
�T X Ss \ EX: `, I
PURPOSES ONLY
II nn \ i.
— -- — - /
,15— _
— _ ._ CC
J ` _ \ \ _ ° \ \
van �' �7'�7��
J
_
`� / ' — r "— — _—�i--- ----- _ -- -- �——_
JJ _—_---_--
_ _ �\NB25+08
�_ J �..._. _..._..._....—
— --
Z/
/ ��—y
--
l > II \
/
\ /� _ \_ _ yy
_ --_— _
__—/� �� i 1�
0 40' 80'
-� ^
/ 7
— ��
— /
— — / / II
, GHD Consulting Services Inc.
Know what's below.
—
— '
�
— _
— \ J I I I I I
\ / \� \ / I l 1 1
O
222 South Church Street, Suite 400
Call before you dig. Charlotte NC28202 USA
_
I I
y ° / / \l / �V II,
�° ^�` � x / I I ' ( \ r I \
T 1 704 302 4910 W www.ghd.com
0 .
100' BUFFER LINE
(
�" � °
`
�� `%
, O G I / 1 \ \ \�
v `
� /� � �
� ` � � I 1 � \ 1 I
CHARLOTTE
CHARLOTTE WATER
AW
mum_ � m '
WJ)TER
M� /
�
CHARLOTTE NORTH CAROLINA
9
Sh a d y Oak C t
Mcy
— R
11144299 STEVENS CREEK
Job No. File No.
Scales
PLAN 1" = 40' TRUNK SEWER PHASE 2
RW
RW RW RW
d
�
PROFILE 1" = 40'
Hor.
Vert. 1" = 4' PLAN AND PROFILE
Rw
STA B 17+00 TO STA B25+07.90
As Built Date
B 7 1 JAM 100% DESIGN
I
Sheet Of L. ASSOC JEM CJS BMG 11 19 11 28
No. Date By Revision
Surveyed By Designed By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

J
�
= W
W
J w
ki
VM
o
Zv�
'
Qet j
Q N p
_ = V
VI�NW
Q
Q I
LO
�
N
zw I
X \�
w?iE2
EXISTING
AT CENTERLINE
GRADE
(APPROX.)
V
•
1V W ct
7
0
N Q CN
..,
zz:z
Q�~2�
Q
QN F,Q
:t
Q
(Z) Lm II
Q�
��
740
Q`� Y
QN�pN
0
00
FL
IFL
IN
=
FULL
OF
WATER
Q:z>
()M
Q)-4
•�Q Z:x II
p
N
op �'��Q�
Q�~ZM
N V) JWLo-Q..
OUT
738.54
at
N
m
o
N� II
x ��
w�E2
Q Q
W�\��
+ W W Q^
`��
Q l p= Q W I I
3�
ti ��Q4eZN
g N
QN
N w I V co
__
(n J �Q^
Q IIlk = 3 11
Q C11
ti Q:
Q I= Q W II
02
Q Q
to ���LZ�
VJ
E
ER
,
'
PROP. 8" PVC SANITARY
05.00X
SEZp
WER
•
$+�
P`PROP.
•f Ri
4i5-100,14
5
—
FL OUT = 736.35
7
0
ROP
7
0
PROP
� IN
�
726.76
PROP.
OUT
=
726.5
,
EXISTING
TRIBUTARY
STEVENS
BOTTOM
CREEK
(APPROX.)
PROP. 8" PVC SANITARY
SEWER
PROP.
--
--
-
8"
--
PVC
-- -
SANITARY
--
--
-
--
SEWER
-
PROP.
8"
SANITARY SEWER
®0.40X
®O.
00x
®5.
00%
PVC
-
PROP.
E IN = 723.44
7
0
PROP.
OUT' = 723.24
7
0
PROP.
8"
PVC
SANITARY
SEWER
®8.72%
I
LFEL
I
I
FL 0 U
T
= 717.7 6
PROP.
IN =
719.42
PRO P.
IN = 717.88
PROP.
OUT =
718.52
PROP. FL IN = 718.52
PROP. IFLOUT
'718.32
C
N
R
TE
NT
L
JINS
SEDTALSET
9
PROP.
FL IN
=
718.52
I
PROP.
8" DIP
SANITARY
SEWER
-
PROP.
OUT
=
718.52
0-0.00N
+
5
C
O
n '- — � /' I' / x / �\ /
/ /(I�-'6- ,.--735------
08506
STA. C5+33.25 `,
1 ��\
/
� \
PROPOSED 4 \ coMMUNITYIASSOCIA oN
INC
— Tim / o / / / /
/ / / / / / / /
\
/ PID# 19518212
/ / D/A. MANHOLE MH-25 � DB 32183 PG 76
` I
C 1 +78.12�'�/l/ / +� � � �
/ / / i i' / 1-1 __ _ // �
j W/VENTED
PROPOSED 4' - /' / /'� .FRAME & COVER \
\ /^�// z / -, /
I > I I
�
\ , l . D/A. MANHOLE MH-21
— �� \ \ W/WATERTIGHT /
/ \
>
\ 1 - / / / / NAIL IN 14" POPLAR
FRAME&COVER / EL = 728.22
\ ` \ ✓ \ \ � TEMPORARY ERb ION
STA. C 1 + 10.12
- \ _ - Y�
' CONTROL MATTING (TYP.)/
PROPOSED 4' / /
_ _ SEE DETAIL SHEET Z
43.82
-
D/A. MANHOLE MH-20 / / / / / //� 10075
PROPOSED 8" SANITARY SEWER
- , �-► \W/WATER TIGHT / / / /
FRAME & COVER �/ / / / ,/ ��-
.� I
1
,'STA. C2+78 95 - - - /
'
►
/ // / // �/ /
_
/ PROPOSED 4' - _ - - '
- /
1 AP e „
S72 28 10 W
,
\ \ \ hl l \�
MANHOLE MH-23 ,
LEGATE
W/WATERTIGHT / 'CHARLOTTE
/
'
39.79
-rf-� �� \ \ \ � -_- xoo SIP- 18'42~w . /' / 'A1h •�\
G
PID 19618615
FRAME & COVER DB 32183 PG63 PROPOSED 8" SANIT,
° \ \ \ `\ \ / PROPOSED 868 SANITARY SEWER `?x0 i ' /
� �\1 O -
\` , SILT FENCE (TYP)
\\ SEES DETAIL SHEET 21
// //
_ _ _ _ _
` - \\� Rr _ " '
STA. 25+07.90 �� d \ �� y � _ , • -
\�1 iR�
,
j I XISIING EASEMENT s
+
/ STA. 5 7�04
XISTING. MANI-I
' ,EX NG MANHO 5°
\ \ TEMPORARY CREE�� /
\� \ 5 �
\ I ` ► / _
\�
_F
�\\\ _�
\ ��°5P� REFRENCE BRIDGE MAT—
` ` ° SEE D TAIL SHEET 22
\\ $ r ;/ _ /
p r
dx \ \ / k ,01E
o • �\ J 2C ER
Os /ii/ 1`l��
x j/, i/i `7�I
,�;a~ 'i /��- r� r\\\\\\ i
NOTES:
1. CONTRACTOR SHALL CORE NEW CONNECTION
Q5� I \ ;�` COFICRETE ENCASEMENT` / / -
\ \ \ B25+oo \ pQ '�/ } . , / /
N ) / SSE DETAIL SHEET 19•
Xp0 \5 g1.80 �tA Y . /, �f•/ 1)� S �T\l�^,11>/(//(
C� \�1, SpN �� ^� \ . \ 1 I /
��� \ \��'i /
8 / / ` J u` SEA Q 1
FOR PROPOSED INVERT OUT AND PLUG
EXISTING CONNECTION OUT TO PUMP
-B24+00 \ \ \ n 1 . I:� -` /
\ E X. 8 PVC _ l )(, ; s ss / / / /
�s �'�1\l 11� $59 10 39 W /
\
NO OSED i / /YP/
PR OP /! o �l
\�
I I ��III����^; ,\�
STATION. EXISTING PIPE OUT SHALL BE
/
` co+oo / !� / \
,/ Q
/ \ �_ ; �1 / \
ll�
DISCONNECTED FROM MANHOLE PRIOR TO
��B25+08 57.00 / / / I / / ,
/��'
/ / No ° 'EXISTING `
I
PLUG AND REBUILDING INVERTS. SEE
\ _ r
MINI'
/
/
PROPOSED 8" SANITARY SEWER / / l / /
,�% ,HILL COMMONS \ 1
SHEET 14
CONNECTION DETAILS ON SHEET 18
/SEE
STA. C2+35.12 , / / JA � \ fOR DEMO PLAN
�fiAIL
SEE 1_N SHEET 18 PROPOSED 4'
FOR CONNECTION TO /
XI \ \ MANHOLE DIA. MANHOLE MH-22
/ /
0 4o So '
`;p \ ° W/WA TER TIGHT
FRAME & COVER P
100' BUFFER LINE °
��� ` \ \
II 141
i
STA. C3+41.45
f
GHD ConsultingServices Inc.
\ I/ i ►
II
PROPOSED 4
D/A. MANHOLE MH-24
222 South Church street, Suite 400
, Charlotte NC 28202 USA
S72°58'S3"W
W/WATER TIGHT
� T 1 704 302 4910 W www.ghd.com
aI \ 1
62.50'
FRAME & COVER
_
\ PROPOSED 8" SANITARY SEWER
\
CHARLOTTE CHARLOTTE WATER
�� 0000
woo
W�TER
woosow
CHARLOTTE, NORTH CAROLINA
\ o;c
®
11144299
Job No. File No. STEVENS CREEK
R
Scales
PLAN 1" = 40' TRUNK SEWER PHASE 2
Know what's below .
PROFILE
g
Call before you dig.
11" = 4' PLAN AND PROFILE
Vert
STA CO+00 TO STA C5+73.04
�
As Built Dote
B 7 1 JAM 100% DESIGN
Sheet Of
L. ASSOC JEM CJS BMG 11 19 2 28
i
No. Dote By Revision
Surveyed By Designed By Drown By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

PROPOSED 4' DIA.
DOGHOUSE MANHOLE
MH-17
EXISTING 8" PVC
PROPOSED 8"
SANITARY SEWER
PROPOSED 4' DIA.
MANHOLE MH-18
PROPOSED 8"
SANITARY SEWER
SEE NOTE
EXISTING
MANHOLE
EXISTING 8" PVC
TO BE ABANDONED
PROPOSED 8"
SANITARY SEWER
PROPOSED 4' DIA.
DOGHOUSE MANHOLE
MH-19
EXISTING 8" PVC
WATERTIGHT MASONRY
PLUG
EXISTING 8" PVC
TO BE ABANDONED
ABANDONED CHEVAL
LIFT STATION
WATERTIGHT MASONRY J
PLUG
CHEVAL LIFT STATION MANHOLE CONFIGURATION ISOMETRIC PLAN
SCALE: N TS
PLUG PIPE WITH
WATERTIGHT MASONRY
PLUG (TYP OF 2)
` P Jv
STA. \ 1 +30:27
S20•5
1'9 OfTA.
SEER EXISTING MANHOLE
1S5SpN1t
SEp 8 \ SEE NOTE
PROPo STA. 1 +59.24 1 BELOW
EXISTING MANHOLE
EXISTING CONCRETE
EQUIPMENT PAD
EXISTING
VALVE
VAULT
EXISTING
GENERATOR
i
/ I
/ I
i I
I
II
J
PROPOSED 4'
DIA. DOGHOUSE MANHOLE STA. A43+52.36
MH-17 W/WA TERT/GHT PROPOSED 4'
FRAME & COVER DIA. MANHOLE MH-18
\ W/WA TER TIGHT
FRAME & COVER
o
PROP S'\3j•H, / O
OSED 114 89 qRY S \ - �
8 Sgiyjr S59'58'31 "W
120.13'
' SEE NOTER\ PROPOSED 8" SANITARY SEWER
1 BELOW STA. A43+72.49
Ek g„ PROPOSED 4'
pVC \ DIA. DOGHOUSE MANHOLE
MH-19 W/WATERTIGHT
'FRAME & COVER
NG
'EL
D
C)
�CO �� \ Y 1 •�S 82+00
EXISTING
WETWELL s
1
>K I EXISTING
VALVE
VAULT
_ I
CHEVAL LIFT STATION
PUMP STATION M54-233
PID 19505176
CITY 01 CHARLOTTE
r�
CHEVAL LIFT STATION DEMOLITION PLAN
SCALE: 1 " = 10'
EXISTING SEWER DEMOLITION/ABANDONMENT NOTES
1. REMOVE TOP 3-FEET OF MANHOLE STRUCTURE. PLUG PIPE WITHIN REMAINING STRUCTURE WITH
WATERTIGHT MASONRY PLUG. FILL REMAINING STRUCTURE WITH FLOWABLE FILL AND BACKFILL
MANHOLE STRUCTURE. EXISTING MANHOLES SHALL REMAIN ACTIVE UNTIL APPROVED BY
OWNER/ENGINEER FOR ABANDONMENT.
2. MANHOLES TO BE ABANDONED WILL FIRST HAVE BOTH INVERT AND EFFLUENT LINES PLUGGED
INSIDE THE MANHOLE WITH WATERTIGHT MASONRY. THE MANHOLE WILL THEN BE FILLED WITH
NON -COMPRESSIBLE MATERIAL (#57 STONE OR AN APPROVED EQUAL) TO A POINT THREE FEET
BELOW FINISHED GRADE. THE REMAINDER OF THE MANHOLE SHALL BE BROKEN DOWN AND
REMOVED, THEN THE EXCAVATION SHALL BE FILLED TO FINISHED GRADE WITH SUITABLE SOIL
AND COMPACTED IN PLACE. DISTURBED AREAS SHALL BE LANDSCAPED.
3. EXPOSED PIPE OF ABANDONED MAINS SHALL BE REMOVED TO A POINT NOT LESS THAN 10-FEET
INTO ADJACENT BANKS. THE REMAINING ENDS SHALL BE PLUGGED WITH WATERTIGHT MASONRY.
PIPE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED.
4. CONCRETE PIERS OR COLLARS LOCATED IN THE CREEK CHANNEL SHALL BE REMOVED
COMPLETELY. CONCRETE PIERS OR COLLARDS NOT LOCATED IN THE CREEK CHANNEL SHALL BE
REMOVED TO A POINT 3-FEET BELOW GRADE. THE EXCAVATION SHALL BE FILLED WITH SUITABLE
SOIL AND COMPACTED.
I
I /
EXISTING
BFP
L�
x
�x
WOODEN
FENCE TO
REMAIN IN
PLACE
TOP
697
M
EL
6S
FLOWABLE FILL
PUMP STATION DEMOLITION -SECTION
NOT TO SCALE
TOP EL f
697.23
SEE NOTES
EXISTING CHEVAL LIFT STATION CONSTRUCTION SEQUENCE
1. IF SALVAGED EQUIPMENT AND MATERIALS ARE DAMAGED DURING REMOVAL OR TRANSPORT, THE CONTRACTOR
SHALL REPLACE DAMAGED ITEMS WITH NEW ITEM OF IDENTICAL MAKE.
2. CONTRACTOR IS ADVISED TO MAKE A SITE VISIT TO THE PROJECT PRIOR TO SUBMITTING HIS BID PACKAGE. THIS
MAY BE COORDINATED BY CONTACTING CHARLOTTE WATER.
3. PRIOR TO ANY DEMOLITION WORK ON THE CHEVAL LIFT STATION, EXISTING SEWER MAINS, AND MANHOLES, THE
CONTRACTOR MUST HAVE STEVENS CREEK PHASE II SANITARY SEWER INSTALLED, TESTED, CERTIFIED AND
ACCEPTED BY THE ENGINEER, OWNER, AND REGULATORY AGENCIES FOR OPERATION.
4. PROVIDE BYPASS PUMPING OR PIPING AS REQUIRED TO REMOVE THE EXISTING SEWER AND CONSTRUCT NEW
CONNECTION TO PROPOSED SEWER TRUNK.
5. ANY WATER USED TO CLEAN THE WET WELL THAT IS CONNECTED TO A PUBLIC, POTABLE WATER SYSTEM, THE
CONTRACTOR SHALL UTILIZE BACK FLOW PREVENTION PROCEDURES AND REDUCED PRESSURE PRINCIPLE
BACKFLOW DEVICES APPROVED BY THE ENGINEER. ALL CLEANING WATER SHALL BE PUMPED TO DISCHARGE TO
THE NEW SANITARY SEWER TRUNK LINE. CONTRACTOR TO PROVIDE CERTIFICATION THAT THE BACKFLOW DEVICE
HAS BEEN TESTED.
6. REMOVE THE EXISTING WATER SERVICE AT THE WATER MAIN. INSTALL CAP ON CORPORATION STOP, PLUG SERVICE
LINE AND TRANSPORT METER AND FITTINGS TO CHARLOTTE WATER.
EXISTING CHEVAL LIFT STATION DEMOLITION NOTES
1. CONTRACTOR SHALL MEET WITH THE OWNER AT THE PUMPING STATION SITE ONE -WEEK BEFORE SCHEDULED
DEMOLITION TO DISCUSS EQUIPMENT TO BE SALVAGED. OWNER WILL SALVAGE SEWAGE PUMPS, GENERATOR, AND
CONTROL PANEL.
2. SITE DEMOLITION: REFER TO SPECIFICATIONS FOR ALL MATERIALS TO BE SALVAGED. CONTRACTOR IS RESPONSIBLE
FOR REMOVAL AND PROPER OFF -SITE DISPOSAL OF ALL REMAINING EQUIPMENT, CONDUIT AND CONCRETE
STRUCTURES AS SHOWN ON THE DEMOLITION DETAIL. ON -SITE BURIAL OF REMOVED MATERIALS IS PROHIBITED.
3. ALL MATERIALS AND EQUIPMENT SALVAGED TO CHARLOTTE WATER SHALL BE DELIVERED TO THE SEWER
MAINTENANCE YARD AT 4100 WEST TYVOLA ROAD. SCHEDULE DELIVERY TIME WITH LIFT STATION SUPERVISOR
(STUART ROSENBERGER 704-432-4376). ALL MATERIALS REMOVED AND NOT SALVAGED TO CHARLOTTE WATER
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.
4. MATERIALS AND EQUIPMENT TO BE SALVAGED TO CHARLOTTE WATER INCLUDE THE FOLLOWING:
* GENERATOR
* BACKFLOW VALVE
* SCRUBBER UNIT
* GENERATOR TRANSFER SWITCH
* MAIN DISCONNECTS
5. ALL PIPING, WIRING AND CONDUIT THAT IS LOCATED LESS THAN 3-FEET BELOW EXISTING GRADE AND/OR
PRE=EXISTING CONTOURS SHALL BE EXCAVATED AND REMOVED. PIPING, WIRING AND CONDUIT LOCATED 3-FEET
OR MORE BELOW EXISTING GRADE AND/OR PRE-EXISTING CONTOURS SHALL BE ABANDONED IN PLACE. THE ENDS
OF ALL ABANDONED IN PLACE PIPING AND CONDUIT SHALL BE PLUGGED AND SEALED ACCORDING TO CHARLOTTE
WATER SPECIFICATIONS.
6. ALL WIRING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE SITE.
7. THE EXISTING POWER POLE, METERS, AND SWITCHES ARE THE PROPERTY OF THE ELECTRICAL UTILITY. THE
CONTRACTOR UNDER THIS CONTRACT WILL COORDINATE THE REMOVAL OF THE ELECTRIC METER, AND ELECTRIC
SERVICE REMAIN IN PLACE.
8. CONTRACTOR SHALL CONTACT DUKE ENERGY CAROLINAS DIVISION LINE FOR DUKE ENERGY'S BUILDERS,
DEVELOPERS AND CONTRACTORS AND PROVIDE INFORMATION REGARDING THE POWER SUPPLY TO THE PUMP
STATIONS. CONTRACTOR SHALL INCLUDE THE ACCOUNT NUMBER ADDRESS FOR THE POWER SUPPLY AND/OR
METER NUMBERS. CONTRACTOR SHALL CONTACT DUKE ENERGY 14 DAYS IN ADVANCE PRIOR TO REMOVING
POWER.
9. EXISTING ELEVATIONS SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS. THEREFORE ELEVATIONS ARE
CONSIDERED APPROXIMATE.
10. CONTRACTOR SHALL DEMOLISH FIRST THREE FEET BELOW GRADE OF EXISTING VALVE VAULT AND WET WELL.
FLOWABLE FILL SHALL BE UTILIZED TO FILL REMAINING EXISTING STRUCTURES.
WET WELL AND DRY CHAMBER
1. REMOVE ALL EQUIPMENT, CONTROLS, WIRING, PIPING, AND ACCESSORY ITEMS FROM INSIDE THE EXISTING WET
WELL AND SALVAGE MATERIALS AS INDICATED ABOVE.
2. REMOVE UNDERGROUND STEEL DRY PUMP CHAMBER & WET WELL SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND REMOVED FROM SITE AND PROPERLY DISPOSED.
3. EXCAVATE AND REMOVE EXISTING CONCRETE WET WELL INCLUDING TOP SLAB AND WALLS EXCLUDING EXISTING
24" THICK BASE FOUNDATION THAT IS TO REMAIN IN PLACE.
4. BACKFILL AND COMPACT EXCAVATION ACCORDING TO CHARLOTTE WATER SPECIFICATIONS.
5. REMOVE YARD HYDRANT, BACKFLOW PREVENTER, VALVES, PIPING, AND ENCLOSURE. SALVAGE ITEMS SPECIFIED
ABOVE TO CHARLOTTE WATER.
6. REMOVE CONCRETE PADS.
7. REMOVE RISER PIPING TO DEPTH SPECIFIED ABOVE AND CAP PIPES TO BE ABANDONED IN PLACE.
EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AT THE PUMP STATION SITE AS
SHOWN OR REQUIRED FOR THE DEMOLITION WORK.
2. CONTRACTOR SHALL INSTALL SILT FENCE AND INLET PROTECTION PRIOR TO LAND DISTURBANCE.
3. CONTRACTOR SHALL MULCH, SEED AND FERTILIZE ALL DISTURBED AREA PER SPECIFICATIONS.
4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER THE WORK IS COMPLETE, GRASS IS
ESTABLISHED, AND REMOVAL IS AUTHORIZED.
Know what's below.
Call before you dig.
100% DESIGN
Revision
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
Job No. File No.
Scales PLAN AS NOTED
PROFILE
Hor.
Vert.
STEVENS CREEK
TRUNK SEWER PHASE 2
CHEVAL PUMP STATION DEMOLITION PLAN I
Sheet Of
CJS BMG BMG 11 19 13 28
Drown By Project-Engr Approved By Dote
L. ASSOC JEM
Surveyed By I Designed By
A CITY OF CHARLOTTE DEPARTMENT

\1
I l lI Iln IIIIIIII\ \ \�(1\1
/�/
11
/ `
l
�� -� _ _ O \ CAP AND ABD
i
CONTROL
PANEL
WET \ O UO \ \
WELL \ O \
CONCRETE o \
PAD I \
- \ VAULT
\ \ \ VALVE VAU LT
\\ \ SEE NOTE 6 EMERGENCY PUMP 8"SS
CONNECTION VAULT
I
/
I I / I EXISTING OVERFLOW
I. I MANHOLE
I (SEE WET WELL AND DRY
II I CHAMBER NOTE 9)
I I I I ► _ -
�/
I I I I
I I I I I
I I I I I
I I I I I
TOP E
GRADE EL f 750.39
3'
/ MINT HILL PUMP STATION
8134 BRETTON WOODS DR
j PUMP STATION LOT M63-598
PID 19518472
CITY OF CHARLOTTE
CAP AND ABD
EXISTING OVERFLOW MANHOLE
EXISTING OVERFLOW MANHOLE
(SEE WET WELL AND DRY CHAMBER
NOTE 9)
17 V
�7
CAP AND ABD
MINT HILL COMMONS DEMOLITION PLAN
SCALE: 1 " = 10'
r-
L
17..
V.
• PUMP STATION SPILL
CONTAINMENT BASIN TO
BE FILLED TO GRADE
f 751.54
\\- GRADE EL f 750.65
SEE NOTES
5
EXISTING MINT HILL PUMP STATION CONSTRUCTION SEQUENCE
1. IF SALVAGED EQUIPMENT AND MATERIALS ARE DAMAGED DURING REMOVAL OR TRANSPORT, THE CONTRACTOR SHALL REPLACE
DAMAGED ITEMS WITH NEW ITEM OF IDENTICAL MAKE.
2. CONTRACTOR IS ADVISED TO MAKE A SITE VISIT TO THE PROJECT PRIOR TO SUBMITTING HIS BID PACKAGE. THIS MAY BE
COORDINATED BY CONTACTING CHARLOTTE WATER.
3. PRIOR TO ANY DEMOLITION WORK ON THE MINT HILL PUMP STATION AND EXISTING SEWER MAINS AND MANHOLES, THE
CONTRACTOR MUST HAVE STEVENS CREEK PHASE II SANITARY SEWER INSTALLED, TESTED, CERTIFIED AND ACCEPTED BY THE
ENGINEER, OWNER, AND REGULATORY AGENCIES FOR OPERATION.
4. PROVIDE BYPASS PUMPING OR PIPING AS REQUIRED TO REMOVE THE EXISTING SEWER AND CONSTRUCT NEW CONNECTION TO
PROPOSED SEWER TRUNK.
5. ANY WATER USED TO CLEAN THE WET WELL THAT IS CONNECTED TO A PUBLIC, POTABLE WATER SYSTEM, THE CONTRACTOR
SHALL UTILIZE BACK FLOW PREVENTION PROCEDURES AND REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICES APPROVED BY
THE ENGINEER. ALL CLEANING WATER SHALL BE PUMPED TO DISCHARGE TO THE NEW SANITARY SEWER TRUNK LINE.
CONTRACTOR TO PROVIDE CERTIFICATION THAT THE BACKFLOW DEVICE HAS BEEN TESTED.
6. REMOVE THE EXISTING WATER SERVICE AT THE WATER MAIN. INSTALL CAP ON CORPORATION STOP, PLUG SERVICE LINE AND
TRANSPORT METER AND FITTINGS TO CHARLOTTE WATER.
EXISTING MINT HILL PUMP STATION DEMOLITION NOTES
1. CONTRACTOR SHALL MEET WITH THE OWNER AT THE PUMPING STATION SITE ONE -WEEK BEFORE SCHEDULED DEMOLITION TO
DISCUSS EQUIPMENT TO BE SALVAGED. OWNER WILLS SALVAGE SEWAGE PUMPS, GENERATOR, AND CONTROL PANEL.
2. SITE DEMOLITION: REFER TO SPECIFICATIONS FOR ALL MATERIALS TO BE SALVAGED. CONTRACTOR IS RESPONSIBLE FOR
REMOVAL AND PROPER OFF -SITE DISPOSAL OF ALL REMAINING EQUIPMENT, CONDUIT AND CONCRETE STRUCTURES AS SHOWN
ON THE DEMOLITION DETAIL. ON -SITE BURIAL OF REMOVED MATERIALS IS PROHIBITED.
3. ALL MATERIALS AND EQUIPMENT SALVAGED TO CHARLOTTE WATER SHALL BE DELIVERED TO THE SEWER MAINTENANCE YARD AT
4100 WEST TYVOLA ROAD. SCHEDULE DELIVERY TIME WITH LIFT STATION SUPERVISOR (STUART ROSENBERGER 704-432-4376).
ALL MATERIALS REMOVED AND NOT SALVAGED TO CHARLOTTE WATER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
SHALL BE REMOVED FROM THE SITE.
4. MATERIALS AND EQUIPMENT TO BE SALVAGED TO CHARLOTTE WATER INCLUDE THE FOLLOWING:
* MAGMETER
* CHECK VALVES
* PLUG VALVES
* SUMP PUMP
* PUMP AROUND VALVE
* INSTRUMENT FLOATS
* CAPACITOR PROBES
* LIFTING CABLES
* OVERHEAD PANELS
5. ALL PIPING, WIRING AND CONDUIT THAT IS LOCATED LESS THAN 3-FEET BELOW EXISTING GRADE AND/OR PRE=EXISTING
CONTOURS SHALL BE EXCAVATED AND REMOVED. PIPING, WIRING AND CONDUIT LOCATED 3-FEET OR MORE BELOW EXISTING
GRADE AND/OR PRE-EXISTING CONTOURS SHALL BE ABANDONED IN PLACE. THE ENDS OF ALL ABANDONED IN PLACE PIPING
AND CONDUIT SHALL BE PLUGGED AND SEALED ACCORDING TO CHARLOTTE WATER SPECIFICATIONS.
6. ALL WIRING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE SITE.
7. THE EXISTING POWER POLE, METERS, AND SWITCHES ARE THE PROPERTY OF THE ELECTRICAL UTILITY. THE CONTRACTOR UNDER
THIS CONTRACT WILL COORDINATE THE REMOVAL OF THE ELECTRIC METER, AND ELECTRIC SERVICE REMAIN IN PLACE.
8. CONTRACTOR SHALL CONTACT DUKE ENERGY CAROLINAS DIVISION LINE FOR DUKE ENERGY'S BUILDERS, DEVELOPERS AND
CONTRACTORS AND PROVIDE INFORMATION REGARDING THE POWER SUPPLY TO THE PUMP STATIONS. CONTRACTOR SHALL
INCLUDE THE ACCOUNT NUMBER ADDRESS FOR THE POWER SUPPLY AND/OR METER NUMBERS. CONTRACTOR SHALL CONTACT
DUKE ENERGY 14 DAYS IN ADVANCE PRIOR TO REMOVING POWER.
9. EXISTING ELEVATIONS SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS. THEREFORE ELEVATIONS ARE CONSIDERED
APPROXIMATE.
10. CONTRACTOR SHALL DEMOLISH FIRST THREE FEET BELOW GRADE OF EXISTING VALVE VAULT AND WET WELL. FLOWABLE FILL
SHALL BE UTILIZED TO FILL REMAINING EXISTING STRUCTURES.
WET WELL AND DRY CHAMBER
1. REMOVE ALL EQUIPMENT, CONTROLS, WIRING, PIPING, AND ACCESSORY ITEMS FROM INSIDE THE EXISTING WET WELL AND
SALVAGE MATERIALS AS INDICATED ABOVE.
2. REMOVE UNDERGROUND STEEL DRY PUMP CHAMBER & WET WELL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
REMOVED FROM SITE AND PROPERLY DISPOSED.
3. EXCAVATE AND REMOVE EXISTING CONCRETE WET WELL INCLUDING TOP SLAB AND WALLS EXCLUDING EXISTING 24" THICK BASE
FOUNDATION THAT IS TO REMAIN IN PLACE.
4. BACKFILL AND COMPACT EXCAVATION ACCORDING TO CHARLOTTE WATER SPECIFICATIONS.
5. REMOVE YARD HYDRANT, BACKFLOW PREVENTER, VALVES, PIPING, AND ENCLOSURE. SALVAGE ITEMS SPECIFIED ABOVE TO
CHARLOTTE WATER.
6. REMOVE CONCRETE PADS.
7. REMOVE RISER PIPING TO DEPTH SPECIFIED ABOVE AND CAP PIPES TO BE ABANDONED IN PLACE.
8. ENTIRE 2'X3' EMERGANCY PUMP COLLECTION VAULT TO BE REMOVED AND SALVAGED.
9. OVERFLOW MANHOLES SHALL BE DEMOLISHED PER THE DEMOLITION PUMP STATION SECTION.
EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AT THE PUMP STATION SITE AS SHOWN OR
REQUIRED FOR THE DEMOLITION WORK.
2. CONTRACTOR SHALL INSTALL SILT FENCE AND INLET PROTECTION PRIOR TO LAND DISTURBANCE.
3. CONTRACTOR SHALL MULCH, SEED AND FERTILIZE ALL DISTURBED AREA PER SPECIFICATIONS.
4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER THE WORK IS COMPLETE, GRASS IS ESTABLISHED,
AND REMOVAL IS AUTHORIZED.
Know what's below.
Call before you dig.
0 10' 20' GHD Consulting Services Inc.
IIP222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
PUMP STATION DEMOLITION -SECTION
NOT TO SCALE
A CITY OF CHARLOTTE DEPARTMENT

CITY OF CHARLOTTE STANDARD
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVER.
CAST IRON FRAME AND COVER
4" MIN. CLEAR FROM
R CONC. GRADE
(BOLT DOWN -WATER TIGHT)
JOINT (ABOVE OR BELOW)
DJUSTMENT OF
I i
FINISHED GRADEOLES.
CUT TO FIT I 9 LF•
i D.I.P.
1%2 PIPE IID.
g.
N
kF
a}
* " MIN.
21" MAX
r
5/8" COPPER GROUND ROD
5/8" COPPER GROUND ROD:;;;�j I 16' O.C.Eiid
1/4"x2" STAINLESS
(SEE NOTES 14 AND 15)is
(SEE NOTES 14
AND 15)
STEEL STRAP WITH =� ;
HEIGHT OF RISER
EXISTING M.H.2
ANCHOR BOLTS
AND CONEP.V.C.
SECTION VARIES
m
4'
STEPS
(SEE DETAIL SHEET 16)
m
ENLARGED DETAIL
co
NOTES:
00
CORE HOLE FOR INFLUENT D.I.P.
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT AS
WITH CORING MACHINE AND
Z
5"
MODIFIED BELOW.
5'-0" MIN. INSTALL FLEXIBLE RUBBER
COUPLING. (SEE NOTE #5)
rw
2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM AREA OF177
R-1/2
STRAIGHT WALL OF
M.H. TO BE LOCATED
0.20 SQ. IN. PER LINEAL FOOT EACH WAY. WALL REINFORCING
O.D. PIPE BARRELL
TO BE MINIMUM OF 0.12 SQ. IN. PER LINEAL FOOT. EITHER
OVER INFLUENT PIPE
TONGUE OR GROOVE SHALL HAVE REINFORCING EQUAL IN
STANDARD
(4'0 M.H.)
AREA TO MINIMUM OF WALL SECTION.
#12 COPPER
zo
,
A A
TRACER WIRE ?
3
F
4'-0" OR 5'-0" w
3. ALL JOINTS SHALL CONFORM WITH ASTM C443.
�I
f� �
W
Zn SEE NOTE 13 w
4. STEPS TO BE PLASTIC PER CITY STANDARDS.
��II
fN
m
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER
THAN OUTSIDE DIAMETER OF PIPE AND ADDITIONALLY
REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT
1/4"x2" STAINLESS
90 DEGREES (ADDITIONAL REINFORCING NOT REQUIRED FOR
CORED OPENINGS)
STEEL STRAP WITH 2
ANCHOR BOLTS
io
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A
B F B
MINIMUM OF HONEYCOMB, FINS AND OTHER IMPERFECTIONS.
w
7. PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH
(N
W
RESHAPE INVERT
/FLEXIBLE COUPLING CAST IN BASE OR
STALLED IN CORED HOLE WITH
EXPANSION GROUT.
m
SECTION B-B
AINLESS STEEL COMPRESSION DEVICE.
8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE IN LIEU OF
AND 10" PIPE, INVERTS ARE TO BE
BRICK. PRECAST INVERTS ARE ACCEPTABLE.
3/4" PIPE OD AT TROUGH, FOR 12" AND
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHELF.
SECTION A -A
LARGER PIPE, PROVIDE FULL INVERT AS
SHOWN. THE SHELF SHALL SLOPE 2" FROM
10. 4'0 CONE SECTIONS MAYBE USED WITH 5'0 MANHOLES WITH A
THE MANHOLE WALL TO THE TROUGH.
4' OR 5' TRANSITION SECTION PLACED DIRECTLY BENEATH
THE 4'0 CONE.
NOTES:
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR H-20
1.
PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
LOADING.
SPECIFICATION D3034.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES WITH
2.
BOTTOM BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
BOLT DOWN F&C IS 32".
PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY THROUGH FROM DROP EFFLUENT TO MAIN
13. COPPER TRACER WIRE TO BE WRAPPED AROUND OUTSIDE OF
CHANNEL.
MANHOLE AND UP TO CONNECT WITH GROUND ROD.
14. 5/8" COPPER GROUND ROD CAST IN MANHOLE 1" BELOW TOP
3.
NOTCH BELL OF PVC DROP TO ACCEPT D.I.P. SPIGOT AS SHOWN.
STEP IN CENTERLINE OF STEP, GROUND ROD NOT TO
4.
LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
PROTRUDE PAST INSIDE EDGE OF STEP.
SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
2" FALL
15. CONNECT TRACER WIRE TO GROUND ROD WITH GROUND ROD
SPACING OF TEN FEET.
CLAMP WITH SS SCREWS. WRAP ALL EXPOSED METAL WITH
5.
HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE.
RUBBER ELECTRICAL SPLICING TAPE.
INSTALL FLEXIBLE RUBBER COUPLING. INSIDE DROP DETAIL
16. TRACER WIRE IN 1/2" PVC CONDUIT ATTACHED TO MANHOLE.
6.
CORE HOLE SHALL NOT ENTER CONE SECTION.
7.
STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
PRECAST POLYMER MANHOLES 4' & 5'
DIAMETER
A A
NOTES:
1. MANHOLE BASE SHALL BE 4000 PSI CONCRETE PLACED ON
M
UNDISTURBED EARTH AND MAY BE PLACED AGAINST SHAPED
r7
BANKS IN LIEU OF FORMS.
2. CONTRACTOR SHALL NOT CUT THE EXISTING SEWER PIPE
UNTIL PERMISSION IS GRANTED BY THE ENGINEER OR SRU
INSPECTOR - AFTER FINAL PROJECT APPROVAL
3. WRAP OUTSIDE MANHOLE SEAMS (JOINTS) WITH WIDE BUTYL
O
j 1-1/4"
TAPE.
rn
O O
4. MANHOLE TO CONFORM TO CITY STANDARDS AND
SPECIFICATIONS FOR PRECAST MANHOLES.
O O
PLAN STAINLESS
NU&BOLTSSTEEL
5. ALL MANHOLES ARE REQUIRED TO BE VACUUM TESTED.
O O
BUTYL MASTIC BETWEEN
6. 4' INSIDE DIAMETER MANHOLES SHALL HAVE 5" THICK WALLS
A
MANHOLE AND FRAME & COVER
5' INSIDE DIAMETER MANHOLES SHALL HAVE 6" THICK WALLS
PRE -CAST RINGS (WHEN NEEDED)
7. MANHOLES MUST NOT HAVE ANY LARGE CHIPPED AREAS,
MAXIMUM OF 11 1/2"
BROKEN AREAS, CRACKS, OR EXPOSED REINFORCEMENT, OR
INCLUDING BUTYL MASTIC
OTHER DEFECTS. DEFECTIVE MANHOLES WILL NOT BE
A
ACCEPTED.
BUTYL RUBBER
SEALS IN JOINTS
10-3/4"
12"
5" MIN
6" MIN
CONCRETE BLOCK
COPOLYMER POLYPROPYLENE PLASTIC
TT__
PIPE DIA. CONCRETE MONOLITHIC
POURED
1/2" GRADE 60 STEEL REINFORCEMENT
8" MIN
MMOUR GHD Consulting Services Inc.
III-1i
, 222 South Church Street, Suite 400
���_���_���_���_I
_F_Fii_Fii_Fii Il���lll��iliiFi�iii--���-���-���_
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
UNDISTURBED SOIL OR COMPACTED
SECTION AA WASHED STONE WHERE POOR SOIL
5-3/4"
SECTION A -A
CONDITIONS EXIST
CHARLOTTE CHARLOTTE WATER
DOGHOUSE MANHOLE 4' & 5' DIAMETER
WJ)TER
1. THIS STEP TO BE DRIVEN
CHARLOTTE, NORTH CAROLING
INTO TAPERED HOLES IN
PRECAST MANHOLE
SECTIONS. DO NOT USE AS
1000 LB. PULL OUT TEST REPORT
A GROUTED -IN STEP.
11144299 STEVENS CREEK
REQUIRED ON EACH STEP.
Job No. File No.
Scales
TRUNK SEWER PHASE 2
PLAN NTS
PROFILEr
PLASTIC STEP CORED HOLE
NTS MANHOLE DETAILS
Vert.
Ve
DRIVEN IN PLACE
(SHEET 1 OF 2)
As Built Date
Sheet Of
B 7 1 JAM 100% DESIGN
119 L. ASSOC JEM CJS BMG 1 15 28
No. Dote By Revision
Surveyed By Designed By Drown By Project-Engr Approved By Date
:j
A CITY OF CHARLOTTE DEPARTMENT

GROUND LEVEL
H
z
w
W
m
W
0
M
4"
TOP VIEW
4"
L
A
B
E
L
TYPE "A"
GROUNI
TOP VIEW
2.956"
TYPE "B"
NOTE:
1. ALL MARKER POSTS SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
MANHOLE MARKER DETAIL
C P
A S I
U E P
T W E
I E L
0 R I
N N
E
IB
Know what's below.
Call before you dig.
LABEL DETAILS
4'
2'
12" HOLE FILLFI
WITH CONCRETE
5/8" COPPER GROUND ROD.
CAST IN OR CORE IN
MANHOLE 1" BELOW STEP
IN CENTERLINE OF STEP.
DO NOT PROTRUDE PAST
INSIDE EDGE OF STEP.
FLOW
PLASTIC GREEN MANHOLE MARKER
LABELED SEWER MH (SEE NOTES)
SEWER '
LATERAL S - - - - —I
I
------------
(SEE
TRACER
SCREWS (TYP.)
GROUND ROD CLAMP
SECTION VIEW
112" MIN.
-CONNECT EACH TRACER WIRE TO GROUND
ROD WITH GROUND ROD CLAMP WITH
STAINLESS STEEL SCREWS (SEE DETAIL ABOVE).
WRAP ALL EXPOSED METAL WITH
RUBBER ELECTRICAL SPLICING TAPE
NO. 12 GAUGE SOLID
COPPER TRACER WIRES (TYP.)
-) ALL VERTICAL WARE SHALL BE PLACED
�IN 1" ID PVC CONDUIT
N0. 12 GAUGE SOLID
COPPER TRACER WIRE (TYP.)
SEE NOTES
I( )1� SEWER SADDLE TAP
FLOW
SEWER MAIN
'-WRAP EACH TRACER WARE AROUND OUTSIDE
OF MANHOLE AND CONNECT TO GROUND ROD
GRAVITY SEWER MAIN & MANHOLE MARKER
SECTION VIEW
MAIN TRACER WIRE
FOR NEW SEWER
NEW SERVICE ON EXISTING MAIN
MAGNESIUM ANODE 1 LB. MIN.
REWIRED WHERE NO TRACER
WARE IS LOCATED ON SEWER MAIN
NOTES:
1. TRACER WIRE SHALL BE AWG NO. 12 GAUGE SOLID COPPER WITH 30 MILS GREEN HDPE INSULATION.
2. FOR GRAVITY MAIN AND OR LATERAL INSTALLATIONS LESS THAN 8 FEET, THE TRACING WIRE SHALL BE
ATTACHED TO THE PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT
INTERVALS USING ZIP TIES. FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FEET, THE
TRACING WIRE SHALL BE ATTACHED TO THE PIPE AND PLACED AT A DEPTH OF 4 TO 5 FEET DIRECTLY ABOVE
THE SEWER PIPE. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE EXECUTION OF THE WORK. NO
BREAKS OR CUTS IN THE TRACER WIRE OR INSULATION SHALL BE PERMITTED.
3. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED TO TO BE
PLACED BETWEEN THE SADDLE AND MAIN.
4. SPLICES IN THE PRIMARY TRACER WIRE ALONG THE SEWER MAIN SHALL INCLUDE 3 FEET OF SLACK WIRE ON
EACH SIDE OF EACH SPLICE.
5. FOR INSTALLING A NEW LATERAL ON AN EXISTING MAIN WITH TRACER WIRE, ONLY SPLICE TO EXISTING WIRE
WITH 3 FEET OF SLACK ON NEW LATERAL.
6. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF ENGINEER OR
ENGINEER'S REPRESENTATIVE.
I—
z
w
W
N
Q
W
W
z_
VALVE BOX ASSEMBLY
CLTWATER STD.
W
a.a.
[(SEE
PER REHAB DETAIL)
DETAIL
a.
FINISHED GRA[
1
•STEEL REM
SIZE #3 OR #4
EXTEND TRACER WIRE
1
1
CONCRETE PAD
JUST ABOVE CLEANOUT PLUG.
1
(SEE CLTWATER STD.
PROVIDE 24" NEATLY COILED
DETAIL)
WARE IN BOX.
1
ALL VERTICAL WIRE SHALL BE PLA
1
IN 1/4" OR 3/8" ID CONDUIT
SDR 9 PEX TUBING - ASTM F376 (TYP.)
1
1
1
GAUGE SOLID COPPER
1
fNO.112
TRACER WIRE (TYP.)
A.
FASTEN TRACER WARE TO PIPE
WITH ZIP TIES AROUND THE
EXISTING CIRCUMFERENCE OF PIPE
AT 10' INTERVALS (TYP.)
GRAVITY i
MAIN
SERVICE CONNECTION
SECTION VIEW
NOTES:
1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. WHERE SPLICES
ARE NECESSITATED IN THE WIRE, THE SPLICES SHALL BE SECURELY BONDED TOGETHER WITH
AN APPROVED INDUSTRIAL CONNECTOR TO PROVIDE ELECTRICAL CONTINUITY. CONNECTOR SHALL
BE COPPER AND INSULATION SHALL BE REPAIRED TO SEAL OUT MOISTURE AND CORROSION
AND SHALL BE INSTALLED IN A MANNER SO AS TO PREVENT ANY UNINSULATED WIRE
EXPOSURE. (SEE CLTWATER STD. DETAIL TS1)
2. THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL SERVE AS THE TEST PORT.
3. SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACER WIRE AND THE
LATERAL TRACER WIRE.
4. FOR NEW SEWER TAPS ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDE A 1 LB.
MAGNESIUM ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAP ON
THE EXISTING SEWER MAIN. PLACE ANODE AT BOTTOM EDGE OF TRENCH AWAY FROM MAIN &
LATERAL.
5. PRIOR TO ACCEPTANCE (POST PUNCH LIST) EACH WIRE SEGMENT SHALL PASS A CONDUCTIVITY
TEST, WITNESSED BY THE ENGINEER OR ENGINEER'S REPRESENTATIVE.
CURB
SEWER LATERAL
WRAP TRACER WIRE
CURB
AROUND OUTSIDE OF
— — — — — — — — — — —
— — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — —
— — — — — — — — — — — — —
— —
— —
— —
— — — — — — — —
— — —
0. 12 GAUGE SOLID COPPER MANHOLE AND CONNECT
NO SPLICE
— — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — —
— —
— — — — — — —
—
— — —
NO. 12 GAUGE SOLID COPPER
TRACER WIRE (TYP.) TO GROUND ROD
TRACER WIRE (TYP.)
GRAVITY SEWER MAIN
WRAP TRACER WIRE AROUND
NEW SERVICE ON EXISTING MAIN
OUTSIDE OF MANHOLE AND CONNECT
2 GAUGE SOLID
MAGNESIUM ANODE (1 I.B. MIN.)
EACH WIRE TO GROUND ROD
CUR
SEWER
FLOW
FLOW
REWIRED WHERE NO TRACER
( CLTWATER STD. DETAIL)
LVARE(TYP.)
MANHOLE
WARE IS LOCATED ON SEWER MAIN
(TYP.)
FLOW
FLOW
~
"-SPLICE
TAPE TRACER WIRE TO PIPE WITH Y WIDE PVC
NO. 12 GAUGE SOLID COPPER
ALL VERTICAL WIRE SHALL BE PLACED TRACER WARE (TYP.)
EXIST. SEWER MAIN LINE
SEWER MANHOLE
NO SPLICE SEWER MAIN
NO SPLICE
SEWER MAIN
NEW SERVICE ON EXISTING MAIN
TAPE AROUND THE CIRCUMFERENCE OF PIPE
AT 10' INTERVALS (TYP.)
IN 1" ID PVC CONDUIT
WITHOUT TRACER WARE
LINE
STREET ROADWAY
WRAP TRACER WARE AROUND
LINE
MAGNESIUM ANODE (1 I.B. MIN.)
GROUND ROD
CURB
SEWER SERVICE
OUTSIDE OF MANHOLE AND CONNECT
STREET / ROADWAY
REWIRED WHERE NO TRACER
GRAVITY SEWER MAIN
SEWER MANHOLE
LATERAL
EACH WIRE TO GROUND ROD
(SEE CLTWATER STD. DETAIL)
CURB
WIRE IS LOCATED ON SEWER MAIN
PLAN VIEW
— — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — —
— — — — — — — —
— -
- — — — — — — — — —
- — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — —
— — — — — — — — — — —
SEWER TRUNK
— — — — — — — —
— — — — — — — —
— — -
— — —
PLANTING STRIP
LINE
PLANTING STRIP
SEWER SERVICE
SEWER SERVICE
LATERAL
SIDEWALK
LATERAL
0
SIDEWALK
NO. 12 GAUGE SOLID
COPPER TRACER
NO. 12 GAUGE SOLID COPPER
NO. 12 GAUGE SOLID
COPPER TRACER
WARE (TYP.)
TRACER WARE (TYP.)
WARE (TYP.)
-T---
RIGHT OF -WAY CLEANOUT
EASEMENT LINE
VALVE BOX CLEANOUT
CLEANOUT
VALVE BOX ASSEMBLY
VALVE BOX ASSEMBLY
CONCRETE PAD
ASSEMBLY I
( SEE
(SEE CLTWATER STD. DETAIL) I
(SEE CLTWATER STD. DETAIL)
(SEE CLTWATER STD. DETAIL)
STD. DETAIR
PROPERTY /
CONCRETE PAD
(SEE CLTWATER STD. DETAIL)
PROPERTY /
CONCRETE PAD
(SEE CLTWATER
STD. DETAIL)
EASEMENT LINE
EASEMENT LINE
SEWER TRUNK
NOTES:
N0. 12
o))1 LINE
GATRRACE'R COPPER-,
1. TRACER WIRE SHOWN AWAY FROM PIPE FOR CLARITY.
TRACER WIRE SHALL BE INSTALLED IMMEDIATELY
ADJACENT TO THE SEWER PIPE. TRACER WIRE SHALL
BE FASTENED TO THE PIPE WITH ZIP TIES AT 10 FOOT
INTERVALS.
2. TRACER WIRE SHALL BE SOLID COPPER NO. 12 GAUGE
WITH
30 MILS GREEN HDPE INSULATION.
FLOW
- - -RIGHT--OF-WAY / 8
No. 12 GAUGE SOLID COPPER EASEMENT LINE o o
A TRACER WARE (TYP.)
A— WRAP TRACER WIRE AROUND 6
//�OUTSIDE OF MANHOLE AND CONNECT
EACH WARE TO GROUND ROD TOP VIEW
(SEE CLTWATER STD. DETAIL)
rTRACER WIREE(TYPD COPPER
FLOW
SEWER OUTFALL-' SEWER MANHOLES N.SEWER OUTFALL
NO SPLICE /
STREAM �
STREAM /
STREET VIEW - GRAVITY SEWER TRACER WIRE
PLAN VIEW
HED GRADE
SECTION VIEW
SEWER
MANHOLE FINISHED GRADE FINISHED GRADE
SEWER
MANHOLE
24
4' TO 5'
WARNING TAPE
NO SPLICE
MANHOLE
NNECTION DETAIL
TRACER WARE
WARNING TAPE
TRACER WARE
NO. 12 GAUGE SOLID
LV�A
COPPER TRACER
SEWER
12"
SEWER WIRE (�•)
PIPE
T PIPE
GAUGE SOLID
GRAVITY SEWER MAIN
R TRACER
LESS THAN 8' DEPTH
TYP.)
TRACING WARE SHALL GRAVITY SEWER MAIN GREATER THAN 8' DEPTH
BE ATTACHED TO PIPE TRACER WIRE SHALL BE ATTACHED TO PIPE SERVICE
AND PLACED AT A DEPTH OF 4 TO 5 FEET LATERAL
DIRECTLY ABOVE SEWER PIPE
TRENCH DETAIL
PROFILE VIEW
TRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 ET
NOTES:
1. LADDERS AVAILABLE IN 2 RUNG THROUGH 25 RUNG.
2. POLYPROPYLENE CONFORMS TO ASTM D-4104. LADDERS MEET ALL ASTM
C-497 LOAD REQUIREMENTS AND OSHA 1910.26 AND 1910.27
SPECIFICATIONS.
3. FASTEN LADDER TO FLOOR AND WALL WITH 1/2" x 1-1/2" ANCHORS.
ANCHORS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
4. STANDARD ADJUSTABLE MOUNTING BRACKET — 8" O.D.
5. ALUMINUM REINFORCED COPOLYMER POLYPROPYLENE RAIL 1-3/4" x 1-3/4"
DIA.
6. STEEL REINFORCED COPOLYMER POLYPROPYLENE RUNG 1'-5/8" x 1-1/4"
DIA WITH MOLDED FINGER GRIPS, 12" C.C.
7. INSTALL LADDER ANCHOR EVERY 4' FROM TOP.
FRONT VIEW SIDE VIEW
POLYMER MANHOLE LADDER DETAIL
Em
mmm
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
11144299
Scales
PLAN NTS
PROFILE
Hor NTS
STEVENS CREEK
TRUNK SEWER PHASE 2
Vert. NTS MANHOLE DETAILS
(SHEET 2 OF 2)
As Built Date
100% DESIGN L. ASSOC JEM CJS BMSheet Of
G 11 19
Revision Surveyed By Designed By Drawn By Project—Engr Approved By Dote 1 6 28
A CITY OF CHARLOTTE DEPARTMENT

3/4" LETTERS
1" LETTERS
(RECESSED FLUSH)
` INI(��• 0 1" VENT HOLE
(RECESSED FLUSH)
3/4" LETTERS IIRpN
1" ARIAL TEXT ®�� A0�
�• ®
5/8" ARIAL STYLE TEXT
(2)PICON PENETRATING JORDAN I RpN WpR�S
®pD�l1®��
1 5/8"°� T E®d�
JORDAN
wp
(RECESSED FLUSH) `BPS
E Res
�•�®��OT T E
ePs�
01 T E - 1" LETTERS
0T
wq 1" ARIAL TEXT
T
(2) NON PENETRATING �'O -
G�TF
CAM LOCK
PIICKBARSD .9 (RECESSED FLUSH)
5/8" ARIAL STYLE TEXT
PICK HOLES
0
ARN I NG
SEE ASSEMBLY
DETAIL
_Z_P
CAM LOCK V
WARNING
2 CORED
AN ITARY PICKBARS
DO NOT ENTER
SEE SANITAR 1 1/2"
DETAIL SEWER
SEWER
DO NOT ENTE (2) - LIFTING BARS
SEWER
(2) - NON PENETRATING
PICK HOLES
O
(2) - NON PENETRATING
PICK HOLES
1 1/2-1 lz
1 1/2"
T HEX
S8"-
TYPE 304 S 11 x4"
LETTERS
1 1 /2"
1 1 2"
/
li�'
USF CAMLOCK WASHER / (REC
5/8" HEX HEAD BOLT 1/16"x5/8"x1 1/2" WASHER 1 1 2» (RECESSED FLUSH)
ALL GRADE S.S. RUBBER ?
3/4" LETTERS /�
(2) - LIFTING BARS s ��
q
E�
TYPE 304
5/8" ID 1.50 OD
TYPE 304 S.S.
NET A Y S '�
(RECESSED FLUSH) Oi
D O NO
A R Y s
I D O N
I
R
®E IN U.S.
MADE 1 N USP 1" VENT HOLE
`�De IN U.S.�°
—
= 2 3/8"
LOCK LUG MADE IN USA 1 1/8" BOSS
26"
6 1 /4" 1 1/2-
0 26"
1 1/2-
26"
22„
=_
3/8"
0 26"
NUT HEX 5/8"-11 1 13/16"
TYPE 304 S.S. NYLK
15/16"
1 13/16"
6 1 /4"
15/16"
3 1 /4" 0 - 0
3 13/16"
_ 0 p _
3 1 /4"
2 1 /8"
NUT HEX JAM 5/8"-11
TYPE 304 S.S.
1/2"
0 22 13/16" 1
1 15/16"
5 3/16"�
1 5/8" 3 1 /8" 1 /2"
1 3/8 0 22 13/16 » »
1 15/16"
5 3/16» 3/16
NEOPRENE
1 GASKET
2 /8
»
1 1 /2"
� �
" 0 25»
O.D. OF GKT GROOVE
01 VENT HOLE
15/16"
9/16"
1—
15/16"
3 13/16
1 5/8"
T
i
I I
011/16" 1 3/8"
6 1/2"
1/2"
•,
9/16"
1/2"
5/8" TYPE 304
5/8"
TYPE 304 1/2"
5/8" TYPE 304 MACHINED
S.S. ROD SURFACE
S.S. ROD
MACHINED
SURFACE EAST IRONWORKS
S.S. ROD
3 16 DOVETAIL
/
GROOVE MACHINED
" 1 2" „
•1800 / 5/8 TYPE 304 EAST JORDAN IRON WORKS
USF NR
USF NIL
SURFACE
.2400" MACHINED S.S. ROD
SURFACE
DATE 5/8"
3/4" 1 1/4"
1040C
2 1 /4" �
»
7 16
PROD. NO.
DATE
5/8"
3/4" 1 1 /4"
3/16"
1040AGS
2 1 /4" 7/16" �
1 3/8» " PROD. RX
1
PROD. NO.
CLASS 35
8» 1 3 ASTM A48 CL35B
/ 1"
0 7/8" CAM LOCK CLASS 35
ASTM A48 CL35B
-- --
-- -- /'' 1" VENT HOLE
HOLE ®22"
»
3/8
5/8"
5/16"
—
�--
/4»
3/8„
3/16" DOVETAIL
.180"
[—�.240"
1 1/8"
3 4
/"
GROOVE
PICK HOLE DETAIL
PICK HOLE DETAIL
PICK HOLE DETAIL
PICK HOLE DETAIL
TYPE 1 24—INCH MANHOLE COVER (VENTED)
TYPE 3 24—INCH MANHOLE COVER WATERTIGHT GASKET CAMLOCK (SOLID)-
HLES n AANCHOR 9 � S S d I D
O
�S� b S .0 H/
Ob�Y
dORDAN I RON S
(4) - 0 1" ANCHOR PS1 WORk
S
0 33 3/4" B.C.D.
�� ��
0031 B.C.D.
0
0
s
b'S.n (4)-0 1" ANCHOR
HOLES ON A
--3
0
I. b4 0 32 3/4" B.C.D.
�g
Y
o
0
r— Z
D n
N O
N LL
w
v, V)
Cr
� o
O �O
MACHINED
r
D
MACHINED
SURFACE
0 0
Lf) Lo
SURFACE 0 0
1 1 /2"
01 w
J
1 1 /2" EAST JORDAN IRON WORKS
Oq %E
MADE I N U S A
MADE IN USA
MACHINED FRAME
SURFACE
MACHINED
0 SURFACE
1 5/8" 0 1 1/2-
q Te �
27 1 /4"
FRAMEJ
1 1 /2"
34"
1" 26 1 /4" 1 1/2"
1 1/2-
26 1 /4" 1 1 /2"
MACHINED
27 7/16"
SURFACE
26 1 /4" FRAME
24"
4"
24" 1 /2»
27 15/16"
»
36 "
26 1/4"
4"
1-424" ^ GHD Consulting Services Inc.
26 1 /4" 222 South Church Street, Suite 400
Charlotte NC 28202 USA
5/8" I 1 1/2"
36
"
24 1 1/2"
27 1/4" , T 1 704 302 4910 W www.ghd.com
I 4"
_F
27"
4"
i i
�5/8"
CHARLOTTE
CHARLOTTE WATER
W�TER
"
11/2"
CHARLOTTE, NORTH CAROLINA
36
26 1/4»
MACHINED
SURFACE
11144299
Job No. File No. STEVENS CREEK
TYPE B 24—INCH MANHOLE
FRAME 4 INCHES TALL
TYPE
C 24—INCH MANHOLE FRAME 4—INCH Scales
PLAN AS NOTED TRUNK SEWER PHASE 2
TALL
INVERTED — REVERSIBLE (CAST IN) PROFILE
Hor. NITS
NITS 24 /N. MANHOLE FRAME
Vert.
AND COVER DETAILS
As Built Date
B 7 1 JAM 100% DESIGN Sheet Of
L. ASSOC JEM CJS BMG 11 19 17 28
No. Dote By
Revision Surveyed By Designed By Drown By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

FINAL BACKFlLL//
I 1 1-1 1 1_
�/ III=III=III=III=III=III=III /
INITIAL BACKFlLL
I II�II ! W
PIPE OD / — I I a
PIPE SPRINGLINE co
MUNCHING
BEDDING / ......
FOUNDATION
24"/ // /�/�/ / //� 24"
SUBGRADE
NOTES:
1. FOUNDATION MATERIAL ONLY REQUIRED WHEN UNSUITABLE
SUBGRADE MATERIALS ENCOUNTERED.
2. SEE SPECIFICATION 02223 (BACKFILLING) FOR MATERIALS
REQUIRED.
TYPICAL TRENCH DETAIL
STRAIGHT THROUGH
4-WAY JUNCTION
FORM BENCH WITH
4000 PSI CONCRETE
NHOLE WALL
4ANHOLE Wi
RIGHT ANGLE
3-WAY JUNC11ON
CONCRETE BASE SECTION
\PRON
SLOPE BENCH TO
CHANNEL ® 1%
PROPOSED
MANHOLE
NOTES:
1. FINISH ALL CHANNELS AT PROPER GRADE AS TO ALLOW
SMOOTH AND UN -OBSTRUCTED FLOW ALL INVERTS TO BE
FLUSH WITH THE INSIDES. MINIMUM CHANNEL SLOPE = 0.2%
FLOW CHANNEL AND BENCH DETAIL
CONDITION
SCHEMATIC
REQUIREMENTS
WL
I
A. WATERLINE AND SEWER LINE PIPE
LENGTHS TO BE CENTERED AT
CROSSING. EACH LENGTH OF PIPE
WATERLINE
MORE THAN
IS TO BE 10' MINIMUM.
ABOVE
18 INCHES
SEWER LINE
SL
A. WATERLINE AND SEWER LINE PIPE
SL
LENGTHS TO BE CENTERED AT
CROSSING. EACH LENGTH OF PIPE.
B. COMPACTED SELECT FILL OR WASHED
SAND TO THE CENTERLINE OF
SEWER LINE
MORE THAN
EXISTING UTILITY PIPE.
ABOVE
18 INCHES
WATERLINE
BACKFlLL
WL - WATERLINE
SL - SEWER LINE, SANITARY OR STORM
D PIPE BEDDING
D - OUTSIDE DIAMETER OF PIPE
IN NO CASE SHALL PIPES BE CLOSER THAN
18" APART. DISTANCES ARE MEASURED
BETWEEN OUTSIDES OF PIPE.
D
PLUS 2'
END CLOSURE
SEE DETAIL
BELOW
DRAINAGE GRAVEL
(10 CIF OF STONE)
WATERMAINZSEWER CROSSING
SPIDER SUPPORTS OR
APPROVED EQUAL
SLOPE TO DRAIN
PROVIDE" WEEP HOLE
AT LOW POINT OF CASING
:ARRIER PIPE
ENCLOSE ENDS WITH 8"
BRICK MASONRY (SEAL WITH
NON -SHRINK GROUT AS V
NECESSARY)
END CLOSURE SECTION SECTION
STEEL ENCASEMENT PIPE
PROPOSED
SEWER MAIN
RESTRAINED JOINT DIP
CARRIER PIPE
A
INIMUM SIZE AND THICKNESS STD. FOR ENCASEMEN
PIPE
LOCATION
CARRIER PIPE
CASING PIPE
NCDOT
THICKNESS
(INCHES)
(INCHES)
(INCHES)
THOMPSON RD
16
30
0.312
THOMPSON RD
12
24
0.250
SPIDER SUPPORTS
ENCASEMENT PIPE
NOTES:
1. REFER TO APPLICABLE PERMIT FOR MINIMUM REQUIREMENTS
GOVERNING HIGHWAY UNDERCROSSINGS.
2. STEEL "SPIDERS" SHALL BE USED FOR SUPPORT OF THE
CARRIER PIPE WITHIN THE ENCASEMENT (CASING) PIPE.
3. A MINIMUM REQUIREMENT OF 2 SPIDERS PER JOINT OF CARRIER
PIPE SHALL BE REQUIRED.
4. SPACING OF SPIDERS WILL BE DICTATED BY THE LENGTH OF
CASING PIPE AND NUMBER OF JOINTS OF CARRIER PIPE.
5. THERE SHALL BE NO WELDING OF CASING UNDER PAVEMENT.
CASING PIPE WITH SPACERS
STAINLESS STEEL TAKE-UP CLAMP
1 FOR PIPE 14.3" OD OR SMALLER
2 FOR PIPE 14.3" OD OR LARGER
SLOPE TO CHANNEL
STAINLESS STEEL POWER
SLEEVE RING OR
APPROVED EQUAL
f� 1..17HIV IV GL
EXISTING
BENCH
NOTES:
1. CORE DRILL ENTRANCE HOLE IN MANHOLE BARREL, BASE AND/OR
BENCH FOR REQUIRED PIPE CLEARANCE. PER MANUFACTURERS
RECOMMENDATIONS.
2. WATERTIGHT PIPE TO MANHOLE BOOT SEAL REQUIRED FOR ALL
CORE DRILLED ENTRANCE HOLES IN MANHOLE BARREL AS SHOWN.
CONNECTION TO EXISTING MANHOLE
EXISTING PIPE CROSSING (SEE 1'-O" 1'-0"
WATER MAIN CROSSING DETAIL
FOR CONCRETE ENCASEMENT)
cn
Q
J
E:
U
Q
m
w I
0
N
w
n
a
1
0
W 1
W /
0'
w
m
TRENCH BOTTOM
PIPE
GASKET
VARIES WITH /
SLOPE
z-------
EXIST. OR FINISHED GRADE
4' MIN. COVER
AT I�
1% MINIMUM
22-1/2' BEND
(PVC, DIP OR CISP.)
—COMPRESSION JOINT SEALER
SEWER TAP SADDLE
EPDXY SEALANT AS
RECOMMENDED BY TAP
SADDLE MANUFACTURER
VITRIFIED CLAY, PVC
OR DUCTILE IRON PIPE.
NOTES:
1. THE OPENING PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
2. THE TAP SHALL BE MADE IN THE UPPER HALF OF THE PIPE
AT 45' FROM THE HORIZONTAL
3. MAXIMUM SIZE TAP SHALL BE FOUR INCHES.
4. TEE & BEND TO BE FULLY ENCASED WITH #67 CRUSHED
STONE.
5. SDR 35 PVC LATERAL PIPE REQUIRE TYPE III GRANULAR
BEDDING.
6. MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE 1'-0".
7. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE
MAIN.
8. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE LATERAL
MUST BE D.I.P.
4" LATERAL(TAPI
SURFACE FLOW
DIVERTED BY SWALE
SEED AND MULCH W/—
SURFACE BINDER
m _j AGGREGATE BED OVER
SELECT FILL LL_ GEOTDMLE FILTER CLOTH
J
AGGREGATE APPROCH
am Fr 1:5 (V. H) MAXIMUM SLOPE ON ROAD
IR
0 UQ
}
a SURFACE FLOW DIVERTED BY SWALE
PIPE BEDDING
PIPE CROSSING SUPPORT DETAIL
PROPOSED SEWER —
NEW ROAD
GEOTEXTILE FILTER CLOTH ORIGINAL STREAM BED
AGGREGATE BED OVER
GEOTEXTILE FILTER CLOTH
SURFACE FLOW
DIVERTED BY SWALE
SURFACE FLOW
DIVERTED BY SWALE
TEMPORARY FORD CROSSING
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
11144299
Scales
PLAN NTS
PROFILE
Hor, NTS
Vert. NTS
STEVENS CREEK
TRUNK SEWER PHASE 2
SEWER DETAILS
(SHEET 1 OF 2)
100% DESIGN
Revision
L. ASSOC JEM
CJS
Surveyed By I Designed By I Drown By
Sheet Of
BMG 11 19 118
28
Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

NOTES:
1. EXISTING TOPSOIL SHALL BE REMOVED
STOCKPILED AND PROTECTED FROM
UTILITY TRENCH
CONTAMINATION AND SHALL BE
(SEE NOTE 8)
TRENCH WIDTH REPLACED AS TOPSOIL AFTER UTILITY
5' MILL &OVERLAY
4" NATIVE TOPSOIL RESTORED INSTALLATION. EX.PAVEMEN �TACK
TO ORIGINAL GRADE AND SEEDED COAT
2. ANTI -SEEP COLLAR SHALL BE PLACED AT THE '~ '
::::::.a1lIITH WETLAND SEED MIXTURE. DOWNSTREAM WETLAND BOUNDARY AND A EX. BAS
�;
........ "" "............... ..'` MIN. SPACING OF 150' UP THE GRADIENT UNTIL 3'
IN UNDEVELOPED AREAS BACKFILL THE UTILITY EXITS THE WETLAND BOUNDARY EX. SUB-GRA MIN.
REMAINING PORTION OF UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
TO/BURY
TRENCH95% IF MAX DENSITY.3. ANTI -SEEP COLLARS MAY BE CONSTRUCTED WITH \//\///�/D EPTH\
i" COMPACTED CLAY, CLASS B CONCRETE, PVCOR COLLAS. WE
-THAT
6" AREMETAL DIRECTIONALLY DRILL DN AND PERIPEND CULAR *MINIMUM BURY DEPTH NOTICE:
WETLAND CROSSINGS THAT ARE OPEN CUT AND CONTRACTOR IS RESPONSIBLE FOR \//\
_III i BACKFILL TO 18" ABOVE PIPE LESS THAN 150' IN LENGTH DO NOT REQUIRE DETERMINING ACTUAL BURY DEPTH
-' FOR A LENGTH OF 12" WITH ANTI -SEEP COLLARS. TO AVOID ADVERSE IMPACTS TO \\ \\ \\ \\ \
18" MI �:.. CLASS B CONCRETE SPECIFIED ROADWAY STRUCTURE. 3' MINIMUM
-I I BELOW OR WITH WITH IMPERMEABLE 4. CONTRACTOR SHALL PROVIDE EXISTING PAVEMENT 2 ASPHALT CONCRETE SURFACE COURSE BURY DEPTH; SOME INSTALLATIONS
CLAY HAVING A SPECIFIC DISCHARGE OF TYPE S9.5C AT AN AVERAGE RATE OF 112
I I SUITABLE FORMING (TO BE REMOVED) SYSTEM LBS. PER SQ. YD. PER INCH. WIDTH VARIES. MAY REQUIRE MORE DEPTH.
UNDISTURBED =I I 1 X 10-5 CM/SEC OR LESS. TO CONTAIN CONCRETE FOR PROPER SAW -CUT
SHAPE AND DIMENSIONS. PROVIDE#4
,, ANTI SEEP COLLAR SHALL EXTEND BARS ®12"OC EACH WAY. NOTES:
CID)
A MIN. OF 18" ABOVE THE PIPE, 6" 5. ANTI -SEEP COLLAR MATERIAL AND 1. ALL WORK SHALL HAVE PRIOR APPROVAL FROM TOWN ENGINEER
12" MIN -I I �' INTO UNDISTURBED TRENCH WALLS INSTALLATION SHALL BE APPROVED BY THE
I-_- i irri i EACH SIDE AND 12" INTO UNDISTURBED ENGINEER PRIOR TO PLACING AND PRIOR TO BEFORE BEGINNING (EXCEPT FOR EMERGENCY REPAIRS; SEE NOTE 2).
-III--,-�-� TRENCH BOTTOM. BACKFILLING. I 2. EMERGENCY REPAIRS ARE PERMITTED WITHOUT PRIOR APPROVAL;
6. CONSTRUCTION AND SEEDING IN WETLAND NOTIFICATION MUST BE SENT TO TOWN ENGINEER WITHIN 48 HOURS
AREAS SHALL BE IN ACCORDANCE WITH I� II PH I I I I I 1 I
2" ASPHALT CONCRETE INTERMEDIATE OF BEGINNING EMERGENCY REPAIR.
1� BEDDING MATERIAL SHALL NOT BE INSTALLED STATE AND FEDERAL REGULATIONS AND SUB GRADE COURSE TYPE 119.06 AT AN AVERAGE
WHERE ANTI -SEEP COLLAR IS LOCATED. THE OWNER'S PERMIT REQUIREMENTS. RATE OF 114 LBS. PER SQ. YD. PER INCH. 3. ALL WORK SHALL ADHERE TO THIS STANDARD (BOTH PLANNED AND
5" ASPHALT CONCRETE BASE COURSE EMERGENCY).
CLASS B CONCRETE SPECIFICATIONS TYPE B25.OB AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER INCH 4. CONTRACTOR SHALL KEEP ROAD OPEN TO TRAFFIC DURING UTILITY
A MINIMUM CEMENT CONTENT, SACKS PER SPECIAL CONDITIONS FOR WETLAND AREAS WORK. NO ROAD CLOSURES PERMITTED WITHOUT PRIOR APPROVAL
SUITABLE" - " FROM TOWN ENGINEER. TEMPORARY LANE CLOSURES ARE PERMITTED
CUBIC YARD WITH ROUNDED COURSE AGGREGATE 5.0 1. THE CONSTRUCTION CORRIDOR IS LIMITED TO COMPACTED MATERIAL TO WITH PROPER TRAFFIC CONTROL
B MINIMUM CEMENT CONTENT, SACKS PER 40' IN WIDTH AND MUST BE MINIMIZED TO THE MINIMUM 959b OF MAX. DENSITY
CUBIC YARD WITH ANGULAR COURSE AGGREGATE 5.5 MAXIMUM EXTENT POSSIBLE 5. FILL MATERIAL AND BASE COURSE COMPACTION SHALL BE VERIFIED
C) MAXIMUM WATER -CEMENT RATIO GALLONS 2. PRECONSTRUCTION CONTOURS TO BE RESTORED BY A THIRD PARTY TESTING FIRM (AT CONTRACTOR'S/UTILITY'S
PER SACK 6.8 3. STABILIZATION IS REQUIRED IMMEDIATELY ON EXPENSE). TESTS SHALL BE MINIMUM ONE(1) PER 100' OF TRENCH
COMPLETION OF EACH INDIVIDUAL CROSSING.
D) SLUMP RANGE 2" TO 4" 4. RESTORATION TO INCLUDE SEEDING WITH ANNUAL 6. WET MATERIAL IS PROHIBITED FROM BEING USED FOR FILL MATERIAL.
E) MINIMUM STRENGTH - 28 DAY PSI 2,500 SUCHIES ASFE SCUE PROHIBIITED)�PERENNIALS 7. SURFACE COURSE ASPHALT SHALL BE SMOOTH AND CONTIGUOUS
WITH SURROUNDING ROADWAY SURFACE.
5. THE TOP 6" TO 12" OF THE TRENCH SHOULD
GENERALLY BE BACKFILLED WITH TOPSOIL FROM 8. UTILITY TRENCH WIDTH SHALL BE WIDE ENOUGH TO ALLOW
THE TRENCH MECHANICAL COMPACTION AND PROOF ROLL INSPECTION.
6. EXCESS MATERIAL SHALL BE REMOVED TO
UPLAND AREAS UPON COMPLETION OF 9. DAMAGE TO SURROUNDING PAVEMENT SURFACE SHALL BE THE
UTILITY LINE. RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, PER CURRENT TOWN
OF MINT HILL PAVEMENT SURFACE COURSE REPAIR STANDARD.
ANTI -SEEP COLLAR DETAIL
PIPE
DIAMETER
(INCHES)
WIDTH
(MINIMUM)
(INCHES)
HEIGHT (H)
(MINIMUM
(INCHES)
CONCRETE VOLUME
APPROX. PER L.F.
FT -ILF
CYILF
4
31
25
4.26
0.16
6
33
27
4.93
0.18
8
36
30
6.05
0.22
10
38
32
6.77
0.25
12
40
34
7.49
0.28
16
44
38
8.96
0.33
20
49
43
11.09
0.41
24
53
47
12.67
0.47
30
60
54
15.91
0.59
36
66
60
18.50
0.69
42
74
68
23.14
0.86
48
80
74
26.04
0.96
54
88
82
31.04
1.15
60
92
86
33.24
1.23
64
96
90
35.48
1.31
DETAIL
ELEVATION VIEW
CONCRETE ENCASEMENT DETAIL
PAVEMENT REPAIR DETAIL
NO. DESCRIPTION
c
1 DUCTILE IRON PIPE
J
2 HDPE ADHESIVE TAPE OR HDPE ZIPLOCK TIE
Q
z
CCv
m
Y
3 CONCRETE ENCASEMENT (f'c = 3600 PSI MIN.) N
p
4 STONE STABILIZATION MATERIAL - AS REQUIRED
0
z
5 HIGH DENSITY CROSS LAMINATED POLYETHYLENE FILM (HDCLPE) -
Z
h
4 MILS - TUBE - AWWA C105
6 HIGH DENSITY CROSS - LAMINATED POLYETHYLENE FILM (HDCLPE) -
4 MILS - TUBE - AWWA C105
7 1-INCH DIA. SCH. 40 PVC ELECTRICAL CONDUIT -SOLVENT WELD JOINTS
8 AWG #12 GAUGE COPPER TRACER WIRE WITH BLUE INSULATION -
(30 MIL HDPE)
NOTES:
A. CONCRETE ENCASEMENT SHALL ONLY BE INSTALLED WHERE SHOWN
ON APPROVED PLANS OR WITH PRIOR APPROVAL BY CMUD ENGINEER.
B. THIS RESTRICTION IS IN PLACE DUE TO THE INABILITY TO EASILY
MAINTAIN I REPAIR OR TAP A MAIN ENCASED IN CONCRETE.
m,
bL ;IIUN VI LW
H
MIN)
r-
Q
CZ
C
Wv
�z
UCD
Z =
W 0
W Z)
~O
w�
Z~
OV
UZ
(6
MILL & OVERLAY
UTILITY LINE
SEAL ALL
ASPHALT -TO
ASPHALT JOINTS
WITH HOT -APPLIED
JOINT SEALER
(ASTM D6690)
`SURFACE COURSE
(SEE TABLE)
INTERMEDIATE COURSE
(SEE TABLE)
BASE COURSE
(SEE TABLE)
COMPACTED CLEAN FILL MATERIAL
NOT TO SCALE
ROAD TYPE
BASE
COURSE
INT,
COURSE
SURFACE
COURSE
ALL RESIDENTIAL
8"
COMPACTED ABC
1!"
S9.5B
1J"
SF9.5A
MINOR ARTERIAL
8"
B25.OB (2x LIFTS)
2j"
119.0131
3"
S9.5B(2x1i"
LIFTS)
MAJOR ARTERIAL
10"
B25.00 (2x LIFTS)
24"
119.00
3"
S9.5C(2x1i"
LIFTS)
ALL COMMWECIAL
8"
COMPACTED ABC
4"
119.OB
3"
S9.5B(2x1j"
LIFTS)
NOTE: CONTRACTOR SHALL VERIFY ROAD TYPE WITH TOWN ENGINEER
UTILITY STREET CUT REPAIR
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
Scales
PLAN NTS
PROFILE
Hor• NTS
Vert. NTS
STEVENS CREEK
TRUNK SEWER PHASE 2
SEWER DETAILS
(SHEET 2 OF 2)
B 7/191 JAM 1 100% DESIGN
No. Date By Revision
L. ASSOC I JEM
Surveyed By I Designed By I Drawn By I Project-Engr I Approved B
Sheet Of
11 19 19 28
Dote
A CITY OF CHARLOTTE DEPARTMENT

NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
-F High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
than 2:1, 14 days
not steeper are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
ENVIRONMENTAL PROTECTION
SEDIMENTATION AND EROSION CONTROL
ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM
EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT
LIMITED TO, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS,
YARDS, LAKES AND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS, AND
NATURAL AREAS.
SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE
CONTRACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE
CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT
OF THE CONTRACTOR'S WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED
PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF
ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
AND INSTALLED AS SUCH.
IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND
EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NCDEQ
INSPECTOR FOR A FIELD CHANGE DISPOSITION.
AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE
SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION
PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS
TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND
RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS.
PROTECTION OF WETLANDS
ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY
DIRECTIONS GIVEN ON THE PLANS AND ALL WORK WITHIN THESE AREAS SHALL BE IN
ACCORDANCE WITH PROVISIONS AS SET FORTH IN THE ARMY CORPS OF ENGINEERS 404 PERMIT,
THE N.C. DEPARTMENT OF ENVIRONMENTAL QUALITY AND NATURAL RESOURCES 401 PERMIT/CERTIFICATION,
AND THE DIVISION OF ENERGY, MINERAL AND LAND RESOURCES LETTER OF APPROVAL
SEEDING, GROUND COVERS, AND MULCHING
AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY
CHARLOTTE WATER BY WORKING, FERTILIZING, SEEDING, AND MULCHING.
SEEDING SHALL BE DONE WITHIN FIFTEEN (15) DAYS AFTER THE INITIAL GROUND DISTURBANCE.
THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES.
TILLAGE SHALL CONTINUE UNTIL A WELL —PULVERIZED, FIRM, AND UNIFORM SITE IS PREPARED
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER
INFILTRATION AND ROOT PENETRATION. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE
PONDING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH, AND OTHER
OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE pH OF THE
SOIL SHALL BE NON —TOXIC TO THE SEED MIXTURE. PLANT SMALL GRAINS NO DEEPER THAN
1 INCH AND GRASSES/LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM.
CONSTRUCTION SEQUENCE -
EROSION & SEDIMENT CONTROL
TEMPORARY SEEDING SCHEDULE
1.
OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
SEEDING SCHEDULE FOR
STABILIZATION GRASS
2.
SET UP A ON —SITE PRECONSTRUCTION CONFERENCE WITH THE
INSPECTOR FROM THE NCDEQ TO DISCUSS EROSION CONTROL
DATE TYPE
PLANTING RATE
MEASURES.
MAR. 15 — MAY 15 PERRENNIAL SEED MIX N.C. WILDLIFE RESOURCES COMMISSION 10 LBS/ACRE
3.
INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS,
MAR. 1 — JUN. 1 TALL FESCUE
120 LBS/ACRE
DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURES AS
JUN. 1 — SEP 1 TALL FESCUE
120 LBS/ACRE
SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL
SEP. 1 — MAR. 1 RYE (GRAIN)
120 LBS/ACRE
THESE DEVICES.
4.
CALL FOR ON —SITE INSPECTION BY NCDEQ INSPECTOR.
NOTES:
5.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN
1. SEE SPECIFICATIONS FOR PERMANENT SEEDING SCHEDULES.
ALL EROSION CONTROL DEVICES AND STRUCTURES.
2. SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
6.
FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
MEET WITH NCDENR INSPECTOR PRIOR TO COMMENCING WITH
3. MULCH; APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A
EACH PHASE OF EROSION CONTROL MEASURES.
7.
STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
8.
COORDINATE WITH NCDEQ INSPECTOR PRIOR TO REMOVAL OF
4. MAINTENANCE; REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH
EROSION CONTROL MEASURES. MEASURES WILL NOT BE REMOVED
UNTIL AREAS ARE PERMANENTLY STABILIZED.
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, AND DETAILS SHOWN IN THESE PLANS.
10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN
CLOSE CONTACT WITH THE NCDENR INSPECTOR SO THAT
PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE
STAGES OF CONSTRUCTION.
A CITY OF CHARLOTTE DEPARTMENT

6' MAX.
STEEL POST
STEEL POST
SURFACE FLOW DIVERSION
NOTES:
1. REMOVE THE STRUCTURE WHEN NO
LONGER NEEDED. (NOT TO EXCEED 1
FILTER FABRIC
2
SURFACE FLOW DIVERSION
=1 —III— —
6' WASHED STONE —III=1 I I=1 I I=1 I I
YEAR).
2. AS A MINIMUM, DESIGN THE
STRUCTURE TO PASS 2 YEAR PEAK
WOVEN FILTER FABRIC
Ri J Q.
� Q
I � I —I � I —I � I —III-
—III—III—III—I I I - p
FLOW WITHOUT OVERTOPPING.
•N � FLOW g\.°
Fey=IIE-1
111—III—III—III=' �'
-III=III=III=III-
II —III —III —I'
3. ENSURE THAT DESIGN FLOW VELOCITY
AT THE OUTLET OF THE CROSSING
-III=III-111
STRUCTURE IS NON -EROSIVE FOR
o=111=111=111=111
ao it l 11 l 11 l 11 l 11 l 11 l 11 l l l„111-
=_ _
THE RECEIVING STREAM CHANNEL.
=111=111=111=111=�111=�111=�111=�111=�111=�111=�111=�111=�111=�111=�111=�111=�111=111=111=
11=�111=�111=�111': I I
it I -III -III -III- 1-1IE-1lI-1IEdIEdIEdIEdIEdIEdIEdIEdIEdIEdIEdIEdIEdIEdIEdIEdII
111-1 I L-1 I L-1 11 -111-1 I L-1 I L-1 I IJ I IJ I IJ I IJ I IJ I IJ I IJ I IJ I IJ I IJ I IJ I IJ
I IJ I IJ
-1IEdIEdIEd -1I1-III-111-
I IJ I E I IJ I IJ I IJ I[
4. ADDITIONAL MEASURES MAY BE
=1 11=1 11=1 11= 1=1 11=1 11=1 I Ed I Ed I Ed I Ed I Ed I Ed I Ed I Ed I Ed I Ed I Ed I Ed I
II-III=III=III-111-III-1I1=1IEdIEdIEdIEdI1=1IEdIEdIEdIEdIEdIEdIEdIEdIEdIEdIE
Ed I Ed
I Ed I Ed I El I Ed I Ed I L='
'I: IIEdIEd "
4
_
REQUIRED BY THE EROSION CONTROL
-"' "'= I -I I I=I I I=I I Ed I Ed I Ed I I- 111 I ''=1 I Ed I Ed I Ed I Ed I Ed I
Ed I Ed
11=1 I F- II 1=111=1 I 1
/ /
COORDINATOR OR CITY ENGINEER
-"'=1 i 1=1I 1=1 I I-1 �'- "' -1 i 1=I I1=1 I1=1 I1=1
I1=1 I I-1
"
i'- '' _ "'-"' ANCHOR SKIRT;
/
BASED ON SITE SPECIFIC CONDITIONS.
I-1
EXCAVATE TRENCH
AND COMPACT
/
BACKFlLL
STREAM BANK
_-1 I I- 6" WASHED STONE
111-1 I I F: /
111—I I I —I I I —I
—111=1 I I I F: / / LINE CREEK BOTTOM NTH
I11-111-111-111-1 / FILTER FABRIC
111-1 I I I I I-
II1=1I1=1I1=1I1=1I1=1II- II TOP BANK
TOP BANK
GENERAL
NOTES:
11=1 11=1 11=1 I I —I I I—III=11'
I I I I I I I I 111111111 RIP RAP
I I I I I I I I I
11=III=III=III=III=
1.
WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
..I=III—III—III=III=
1/2 PIPE DIAMETER OR 12"
MORE THAN 30 DAYS.
MAINTENANCE NOTES:
1=III=III=III=III=III
WICHEVER IS GREATER
2.
STEEL POSTS SHALL BE 5 -0 IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
=1 1=1 I I=1 1 11—I I=1 _ RING FILTER AS REQUIRED BY INSPECTOR.
TYPE.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
RIP RAP
3.
TURN SILT FENCE UP SLOPE ENDS.
PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
SHALL BE REPLACED PROMPTLY.
AREAS.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
5.
DRAINAGE AREA CANNOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
ENGINEER TO SIZE PIPE (SEE NOTE 2)
6.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EXISTING GRADE, PREPARED AND SEEDED.
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
FOR EACH CROSSING.
7.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
TEMPORARY
SILT FENCE
TEMPORARY STREAM CROSSING
#467 COARSE AGGREGATE 6" DEEP.
NOTES:
EXTEND 25' EACH SIDE OF BANKS.
1.
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2 \\\
2.
REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
L---`—`�
.:
3.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
J_
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
FILL WITH CMUD
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
�f STANDARD RIP RAP
CULVERT HEIGHT.
ROCK
4.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
1 ft. min.
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE
PIPE SIZED TO CARRY
NORMAL FLOW WHEN
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
FLOWING HALF FULL
5.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
USE DUCTILE IRON
CMP OR RCP ONLY.
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMITTED.
6"
#467 STONE
I I
NATURAL GRADE
RIP RAP
STD. DET. #29
I I
w
RIP RAP
�I I
H
GHD Consulting Services Inc.
222 South Church Street, Suite 400
-- --
Charlotte NC 28202 USA
\-4" #5 WASHED STONE
T 1 704 302 4910 W www.ghd.com
NOTES:
NOTE: MINIMUM H=2/3 PIPE DIAMETER LAYER OF FILTER FABRIC
1. SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER.
2. SPILLWAY LENGTH = BANK TO BANK WIDTH OF STREAM
CHARLOTTE CHARLOTTE WATER
OR AS SHOWN ON PLANS.
3. RIGHT TO EXTEND
ANDO�1PftEBE ONDRLIIMITS OF RIP RAP.
SECTION B-B
WJ)T E R
CHARLOTTE, NORTH CAROLINA
(NOT TO SCALE)
11STEVENS CREEK
Jobb NNo. File No. o
Scales
TRUNK SEWER PHASE 2
PLAN NTS
PERMANENT STREAM CROSSING
PROFILE
Hor. NTS
EROSION CONTROL DETAILS
Vert. NTS
(SHEET 1 OF 4)
As Built Date
Sheet Of
B 7 1 JAM 100% DESIGN
L. ASSOC JEM CJS BMG 1 20 1 2 � 28
No. Dote By Revision
Surveyed By Designed By Drown By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

L = THE DISTANCE SUCH THAT POINTS A
A AND B ARE OF EQUAL ELEVATION 9" MIN. 1.5' MIN.1
I
A L B
TYP.
ILL SLOPE
NOTES:
SPACE CHECK DAM IN A CHANNEL SO THAT THE CREST FILTER FABRIC
OF DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF
UPSTREAM DAM A
' MIN
MI OMPACTED BERM
CHECK DAM SPACING
FINIS
NA7 Al A
(SEE FENCE
O EE 2)
UND
—1T-1 T 1' 11-1 r
CLASS B RIPRAP
/yq
NOTES. 12- OF WASHEDNCDOT STONE#5 OR #57
DEPTH
WRAC cROUHp
D D TCH AND
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A
0 0 BE DESIGNED
FILTER FABRIC FOUNDATION.
BY ENGINEER (18" MIN)
24"
MAX.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL AT CENTER
GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FILTER CLOTH
NOTES:
FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. �4' TO 6'
� - I
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1X
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP
2. SILT FENCE MAY BE
REQUIRED BEHIND BERM
OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. SECTION VIEW A -A
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
THAT COULD CAUSE EROSION. FROM CUTTING AROUND THE DAM.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM
IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES
BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
DISPLACED STONES.
STONE CHECK DAM
TEMPORARY
SILT DITCH
BRIDGE MAT (HEAVY WOOD OR STEEL)
1 /4 SUPPORTE
1 /4 SUPPORTED
NOTES •
\\
/\\
1. A STABILIZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE
!�
WATER DIVERSION ��
STREAM ��
/� STREAM BANK WATER DIVERSION
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION
ENTRANCE.
\\�//`\�j�`�
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
SECTION A -A
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
STREAM--
INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
1 /4 SUPPORTED--
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION
SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY STREET WITH AN EXISTING SIDEWALK TO REMAIN
OPEN DURING CONSTRUCTION.
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
BRIDGE MAT SEGMENTS
A ,
, A
100' MIN.
PUBLIC STREET
EXISTING GROUND SOIL�STABILUC
NOTES:
UNDER 2-3 OF WASHED STONE
EX. CONC.
1.
WHEN SITE CONDITIONS ALLOW, SELECT A STREAM CROSSING LOCATION THAT HAS THESE
STREAM BANK(TYP.)
100' MIN. DRIVEWAY APRON
CHARACTERISTICS
-NARROW CHANNEL WIDTH
PLAN
WITH SIDEWALK
AT BACK OF
-FIRM STABLE STREAM BANKS
— CURB
-SOLID FOOTING ON EITHER SIDE TO SUPPORT BRIDGE MATS AND EQUIPMENT.
w (IF RETAINED
2.
CREATE A SOLID SURFACE CROSSING THAT PROVIDES A BARRIER OVER THE CHANNEL TO MINIMIZE
^ GHD Consulting Services Inc.
z DURING
CONSTRUCTION.)
DEBRIS, SOIL, AND OTHER MATERIALS FROM FALLING INTO THE WATER.
, 222 South Church Street, Suite 400
�,
BRIDGE MAT Charlotte NC 28202 USA
co 0
3.
KEEP EQUIPMENT OUT OF CHANNEL DURING INSTALLATION AND REMOVAL OF THE CROSSING UNLESS
� T 1 704 302 4910 W www.ghd.com
i
DOING SO IS NECESSARY FOR HANDLING THE BRIDGE MATS. MINIMIZE THE AMOUNT OF OVER -HANG
a
FROM LOGS, TREES, OR TRUCKS/TRAILERS THAT MAY DISTURB THE CHANNEL OR APPROACHWAYS.
4.
CONTROL RUNOFF AND/OR CAPTURE SEDIMENT ON THE APPROACHWAYS.
CHARLOTTE CHARLOTTE WATER
5.
AS NEEDED, PERIODICALLY INSPECT THE CROSSING AND TAKE ACTION TO PROVIDE FOR SAFETY WHILE
PROTECTING WATER QUALITY FROM RUNOFF, DEBRIS, SOIL, OR OTHER POTENTIAL POLLUTION FACTORS.
W�T E R
CHARLOTTE, NORTH C A R O L I N A
6.
STABILIZE THE APPROCHWAYS AND CROSSING LOCATION IN ACCORDANCE WITH CONTRACT DOCUMENTS.
11144299 STEVENS CREEK
Job No. File No.
Scales
TRUNK SEWER PHASE 2
PLAN NTS
STABILIZED CONSTRUCTION ENTRANCE
PROFILE
Hor, NTS
EROSION CONTROL DETAILS
Vert. NTS
(SHEET 2 OF 4)
As Built Dote
Sheet Of
B 7 1 JAM
100% DESIGN L. ASSOC JEM CJS BMG 11 19 22 28
No. Date By
Revision Surveyed By Designed By Drown By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

TEMP. STONE
DITCH CHECK
SN�p. P PMEN� NOTES:
1. USE CLASS 'B' EROSION CONTROL STONE FOR
STRUCTURAL STONE.
2. THE ENGINEER MAY DIRECT THE OPTION OF
CLASS "A" STONE FOR SITES HAVING LESS
4' MAX. 8' MAX. PLACE POST
AT LOW POINTS
THAN ONE (1) ACRE DRAINAGE AREA AND A
EDGE OF
STRUCTURAL STONE
PAVEMENT DITCH GRADE LESS THAN 39a
5' MIN. 18"
G� 3. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
1'7,`^.
1
. 5'5
SEDIMENT
��� OQ�' CONTROL. PLACE SEDIMENT CONTROL STONE
CONTROL STONE
5v AS DIRECTED BY THE ENGINEER.
,
5 MIN.
2'7 5' MAX. 2'
STRUCTURAL
STONE
BACK
ELEVATION
COARSE AGGREGATE
�,OQ�
21 S S�OpF
SLOPE
3
8
n� LINE OF POST
Mqx 18" 2•� pW�_l2"
ISOMETRIC VIEW
II BEYOND
SUPPORT WIRE
FILTER FABRIC
—
=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 1= —III=1 I I=1 I I=1 I I=1 11=1 1=
PROFILE SECTION
1 MIN. NATURAL GROUND
SLOPE 18"COMPACTED MIN. LASS A STONE
f6IDEO�SPT
IN
STRUCTURAL STONE OVERFILL 6"
SOIL
FOR SETTLEMENT
DESIGN
TEMPORARY GRAVEL DIVERSION DITCH FOR VEHICLE CROSSINGSETTLED
,:r::X
TOP2 MIN.MIN.
2. 1
ti i991D MIN.
Z
"'
CROSS SECTION
5' MAX. FILL EMERGENCY
VEE DITCH
BY-PASS
4"
BELOW SETTLED
WEIR LENGTH TOP OF DAM
SECTION A - A
PLUS 5 FEET
NATURAL GROUND
NATURAL GROUND
1' MIN.
FOR POOR DEFINED CHANNELS
CROSS SECTION
A�
NOTES:
5' MIN
COMPACTED SOIL II I
2' MINI
1. USE CLASS 'B' EROSION CONTROL STONE FOR STRUCTURAL STONE.
CROSS SECTION
TRAPEZOIDAL DITCH
II I X
P
2. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL
OW 18 MIN
�-
3. DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF THE TRAP AREA. PROVIDETOTAL
BASE OF DITCH
SEDIMENT STORAGE VOLUME OF 1800f CUBIC FEET PER ACRE OF DISTURBED AREA. SOME
OF THE REQUIRED VOLUME MAY BE PROVIDED BY OTHER UP OR DOWNSTREAM CONTROLS.
12" 12" MIN.
4' MAX.
SEDIMENT
4. AN UNDERLAY OF STRUCTURAL STONE WITH FILTER FABRIC MAY BE REQUIRED BY THE
---- - - _ TRAP
- ----- - - - - - - - - - - - - - -
A
ENGINEER.
PLAN
6' TYPICAL
W FL
O
REINFORCED STABILIZATION OUTLET
TEMPORARY EARTHEN DIVERSION DITCH
DRAINAGE AREA WEIR LENGTH
(ACRES) (FT)
OPTIONAL �'"i I L 4'-6" "
"B"N '-------
1 4.0
SILT BASIN 12 THICK SEDIMENT
2 6.0
CONTROL STONE
4 0 0
ELEVATION VIEW
5 12.0
TEMPORARY ROCK SEDIMENT DAM TYPE 'B'
TEMPORARY ROCK SILT CHECK TYP 'B'
3'-0"
BACKFlLL TOP OF BANK SECTION
TOP OF DITCH SLOPE
4 FT
OF MATTING WITH MIN 6" TOPSOIL
TOP OF BANK
EXPOSE NO MORE THAN
12 IN
2 IN OF STAKE (TYP.)
30 IN
HERBACEOUS
BASE OF DITCH FOR
-V- DITCH
STAKE ALONG TOE OF
PLANTS
(SWITCH GRASS)
SEED AND MULCH WITH
Z
SLOPE AT 1 FT SPACINGS
COIR NET OVERLAY
SECURE EROSION CONTROL MATTING
ROLANKA BioD-MAT 70
OR APPROVED EQUAL
N
WITH 2 IN X 2 IN X 30 IN
NOTCHED WOOD DEAD STAKES
INSTALL ANCHORS
IN ACCORDANCE
WITH MANUFACTURES
�G
SPECIFICATIONS
�
BASE OF DITCH
FOR FLAT
TOE OF SLOPE EROSION CONTROL MATTING
SCOUR LINE
BOTTOM DITCH
STONE RIP -RAP
O
OF DITCH SLOPE
TOP PLAN
KEY IN EROSION CONTROL MATTING
FILTER FABRIC, MIRAFI
160N OR EQUAL
FOR A DEPTH OF 1 FT
TOP OF DITCH SLOPE
PER MANUFACTURER'S RECOMMENDATIONS
NOTES:
NOTES:
24" MIN O 1.
DETAIL #2 IS FOR MINOR STREAMS OR DRAINAGE
.
FEATURES OUTSIDE MECKLENBURG COUNTY S.W.I.M.
1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 IN DEEP INITIAL ANCHOR
TRENCH. BACKFlLL TRENCH AND TAMP EARTH FIRMLY.
2
BUFFERS. OTHERWISE NOTED ON PLANS.
SHALL ONLY BE USED REQUEST AND
LENGTH IN FEET EQUALS TWICE THE
�\�
BASE OF DITCH FLOW LINE
WIDTH MINIMUM BASE OF DITCH FLOW LINE
DIRECDETAIL
TION OF OWNER/ENGINEERNDER
GHD Consulting Services Inc.
2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
222 South Church Street, Suite 400
,
o z
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 IN
Charlotte NC 28202 USA
N
CENTERS.
CREEK BED
CLASS 1 RIPRAP MINIMUM OF 24" THICKNESS
T 1 704 302 4910 W www.ghd.com
4. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12 IN
FOR STONE SIZE SEE SPECIFICATIONS.
OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN CENTERS.
5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
CHARLOTTE CHARLOTTE WATER
WITH THE SOIL - DO NOT STRETCH.
WJ)T E R
6. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD AND
CHARLOTTE, NORTH C A R O L I N A
ELEVATION
FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE YARD.
S TR E A M B A N K STABILIZATION DETAIL2
7. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12 IN X 6 IN TERMINAL
SILT BASIN TYPE 'B'
ANCHOR TRENCH (MIRROR IMAGE OF INITIAL TRENCH).
11144299 STEVENS CREEK
Job No. File No.
Scales
TRUNK SEWER PHASE 2
PLAN NTS
PROFILE
EROSION CONTROL MATTING DETAIL
Hor, NTS
EROSION CONTROL DETAILS
Vert. NTS
(SHEET 3 OF 4)
As Built Dote
Sheet Of
B 7 1 JAM 100% DESIGN L. ASSOC JEM CJS BMG 11 19 23 28
No. Date By Revision
Surveyed By Designed By Drown By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

CABLE
CABLE
I
- CI
L
L11�
/z
TOP
PLAN
=1
SIDE
TYP. 30S BLOCK
4,000 PSI CONCRETE,
GROUT, OR OTHER
(AS SPECIFIED BY EOR)
ARMORFLEX
CONCRETE MATTRESS
APPROVED
SUBGRADE
SITE SPECIFIC
GEOTEXTILE
(TURN ENDS UP)
TOP TERMINATION
SITE SPECIFIC
GEOTEXTILE
(TURN ENDS UP)
ARMORFLEX
CONCRETE MATTRESS
4,000 PSI CONCRETE,
GROUT, OR OTHER
(AS SPECIFIED BY EOR)
APPROVED
SUBGRADE
TOE TERMINATION
4,000 PSI CONCRETE,
GROUT, OR OTHER
(AS SPECIFIED BY
EOR)
SITE SPECIFIC
— GEOTEXTILE
(TURN ENDS UP)
ARMORFLEX
CONCRETE MATTRESS
APPROVED
SUBGRADE
FLANK TERMINATION
a
REVETMENT
REVETMENT
CABLE
SLEEVE
TYP. 30S MAT
R.
4,000 PSI
CONCRETE, GROUT,
OR OTHER
(AS SPECIFIED BY
EOR)
w
w
fy
Q
ARMOR FLEX EROSION CONTROL
AT
4,000 PSI CONCRETE,
GROUT, OR OTHER
ANGLE MAT (AS SPECIFIED BY EOR)
NOTE:
1. ANGLE MATS WILL BE CONSTRUCTED BY OMITTING
THE REQUIRED UNITS SO THE REQUIRED MAT
DIMENSIONS CAN BE OBTAINED.
TYP. ANGLE MAT
4,000 PSI
CONCRETE, GROUT,
OR OTHER
(AS SPECIFIED BY
REVIE �t�
CAB[
TYP. MAT TO MAT
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
' T 1 704 302 4910 W www.ghd.com
A CITY OF CHARLOTTE DEPARTMENT

8"
5/8" LAG BOLTS
8" x 8" x 8' PRESSURE -
TREATED POST INSTALLED
3' IN GROUND (TYP.)
5/8" LAG
BOLTS
14'— 5 PANEL STEEL FARM•
GATE, W/ 2" TUBING, 16GA,
#57 STONE (TYP.)
28" LONG 5/16"
LINK CHAIN
SEE FENCE
DETAILS
x Ix- x x
NOTES:
1. NO PADLOCK REQUIRED. GATE SHALL BE PROVIDED WITH CHAIN LATCH.
2. ALL HARDWARE SHALL BE GALVANIZED STEEL.
FARM GATE DETAIL
c�
9"
9"
_
ip
9"
VARIES
i
EXISTING NATURAL GRADE
F7
F-1
IF- I I I I
10'-12' 4-RAIL PVC FENCE
0
.09"
P
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 302 4910 W www.ghd.com
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
Scales
PLAN NTS
PROFILE
Hor, NTS
Vert. NTS
STEVENS CREEK
TRUNK SEWER PHASE 2
FENCE DETAILS
Em
mmm
100% DESIGN
Revision
L. ASSOC I JEM I CJS
Surveyed By I Designed By I Drawn By
Sheet Of
BMG 11 19 25 28
Project -Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

— TBM #1
NAIL IN 20" HICKORY
\V - EL - 662.07
toe
10070 /
+ / /�\ _ _ - - - - 662.07.. LOT 223
\ /(( \ `\ ` - - THE MEADOWS AT
NLS-TBM i
\ II i / \ Existin 6tevens GCr _..._. \ \\_ _ �'�. CHEVAL
100 YR FLOODPLAIN
HAZARD AREA (TYP) MB. 60 PG 518
rib
REINFORCE STABI IZA110
OUTLET (TYP) - - -
SEE DETAIL SHEET L - ` \ /� \
PID 19508131
CHEVAL � � / STA. A4+ 12.24 � � // % STONE CHECK DAM TYP
ASSOCIATES, LLC - \ ✓/// / SEE DETAIL SHEET Z�
DB. 19418 PG 1 /i�;—'�..._ \ %� /I I > / PROPOSED 4 \ I ; / , _ / ti — /r \ + —
_ \\ /// � \ i TEMP. DIVERSION DITCH (TYP) \) / / / PROPOSED 495`\ ~ \ \ ^ + `—
\ / MB 44, PG 425 ; r /r �\ %�r� �'i I l D/A. MANHOLE MH-02 ' — '� \ '
. 1 / TEMPORARY ROCK % SEE DETAIL SHEET 2 ✓� - \ / WIWATERTIGHT �. 0 ` DIA. MANHOLE MH-03
SEDIMENT DAM \ / LOT 11 / _
\ / S
y . `. J _
STA. AO+00.. �';.� _ �,F� y,// \�� �...� j/ // r WEIR = 4 FRAME & COVER / BEECH MINT PLANTATI PERMANENT SEWER / W/WATERTIGHT
EXISTING 4' // / �i- _ TYPE B / EASEMENT (TYP) J
- / \ J THE MEADON/S AT CH AL
10 9 = / SEE DETAIL SHEET 23- (TYP) / 1, k - \ - / .._ /\ _ - FRAME & COVER ail /� Q
/ PID 19507114 ` \ //
,DIA. MANHOLE MH-01 659.75 \ — DB 17769- 8 \\ \� j / W
W VENTED NLS-TBM TBM #1 / / ^ k MB. 60, P 896 1 \ r n N
/ / NAIL IN 20" HICKORY / / / �` —�.Napate- •.. , I III \ J \ V ! LL
FRAME & COVER = �� EL = 659.75 / \ �� ° ` / 1w
x x W C�
:'::�'::;::;:. \ �r-• : ;: : �A3 L.4.Ld
Sf02 34Ex -
/' ' I
00'
t O ; . • :. - ' A2+, P POE 1 " SAN B H =1 A9+00 U W
1.5,59ME k_' • ' — :' . TARY S W R o x
A7 +00 412.24 —
WER
SANITXRY SE •X / / / / x Q
AO+00' PROPOSED 1 : _ x
\ x - X - x -� • •- C
FENCE
EPLACEMENT/ / � I \ `J '� \/ \ �-- - -�\ \\ �
LOCATION- / I \� ILT FENCE (TYP) \ \ � � - - - 1gMPORA� ONSTRUCTION
x - _ SEE DETAIL SHEET + \ - - _ - EASEMENT (TYPE \ \
N now wool
ISM 0�11
\ - SEE STEVENS CREEK TRUNK - - CONTRACTOSHALL CONFIRM/ / \ \ \ ' I / ° x X \ _ _ - - - \ \ \ 1 �0' BUFFER LINE
\
- SEWER - PHASE 1 PLANS ' ��AS-BUILT ELEVATIONS ON I _ ��
FOR DOWNSTREAM SEWER, MH-01 AND NOTIFY ENGINEER \ x \ \ / - / / / x• e - - - \ \ \ \ \ \ \ \ / //// / / / / _
,C CHARLOTTE WATER JOB OF ANY GRADE CHANGES \ - - _ - _
\ _ - NUMBER �7030700047-17-503 REQUIRED. I \ \ °
PARIS FA ILY LLC
4NOPY I / / PID# 19507103
DB 25497 PG 724
MB 43-573
01,
0
LOT 223
THE EADO S AT CHEVAL
60 PG 518
STA. A 17+84.19
,PROPOSED 4' ,
— , _— — — — — — — _ \t DIA. MANHOLE MH-06. _..._
0
° \ ' TEMP. DIVERSION DITCH (TYP) - \� \ / \ - _ _ \ \ \ \ \ - - - ` ///// i/ // l \\� \ )/
W/WATER TIGHT
\ s SEE DETAIL SHEET FRAME &COVER J J /
\ -
0
REINFORCiE STABILIZATIONlr�'
/ • OUTLET (TYP) �.i _ _ \ \ \\ / > \ - \ /
SEE DETAIL SHEET 2 // \ \ \ \ \ �\ / / ///� i/ l I III i C \ v /�... - ..:..'.
/ ONE CHECK DAM (lYP)
•\ SEE DETAIL SHEET
• 1
°�-\ \\\ ��\\/— 111� 'l/ / \ � \ •�\✓�i — I �
\`� _ _...�..� �...�\ \ \ NAIL IN 15" CEDAR-
\
^ 1
• • . • .' • '`�•`. / \ V.... =... a EL = 670.89 \ \ \ \ / � / - \ 1 �• • • •A18+00•
•,r .. .3¢I F xp0 � _ ^ \ TEMPORARY EROSION
/ \ \ .\I CONTROL MATTING (TYR)' O
0) r T • / \ / \\ \� 1 \ SEE DETAIL SHEET 21
\\\\\ III / 10071
/ /`C x \ ` % 670.89
NLS TBM
0 \ x\
RE W
CY-
'n
/ \ � tq • :. ; . , SILT FENCE (TYP) i 4�
�� : ; ^ ° \ SEE DETAIL SHEET 21 \ / -%1�51/� I x / - /�(
ROSION MATTING (TYP) ` `' . , \ \ ,SEMba ARY ROCK^ ° I� v
J _ I DIMENT DAM
SEE DETAIL SHEET 23 � � � ��• • : ;• : •- •'.k0 •5 3 / 7
\\ ° \ ... - / WEIR = 4'
TYPE B
\'STA. A11+87.72
� LV� }� / —; _ \\ ; �\��� _ —PROPOSED 4' �* 't \ `�� v-��'ti �:' ' ' y� \ _ / / I I— (�
�
/ k \ \ \ \\\ \\\ - '
/ \>� DIA. MANHOLE MH-04 _ _ , — — _`� �Po,�o so3• .\ Ilr� \ :.: �5xo /l i + / // Q
W/VENTED
\-FRAME & COVER
/\ t — x
_� / /
PARIS FAMILY LLC \ • � 1 '; •. ... . • • :: • :, '00 ., • :•. � � � ` — �/ / I
PID/ 19507103 f e j �� \ \ .r k • ' P1kX ���
-DB 25497 PG 724, \ `ti i \ \ \• �� — + — �- — — -- o
r \ \ \ \\ MB 43-573—
\ARMORFLEX 30-S 10
xAl— — — — — F —
x \ \ \ \ \ \\ \ DETAIL SHEET 24 I J X �- _ _ _ _ _ — —Al
\\ \\\ \\ I I x _ �_-
EXIS7\ ? 60' LEVEL SP ADER I -� \ / / \ - - _ - _FENCE
\ \\ \ / / - ` - - - - REPLACEMENT-
`� je _ - _ _ -LOCATION----
I
STA. A 13+74.80
PROPOSED 4 \ / / / / / — — — — / 00
\\VV DIA. MANHOLE MH 05 / / , — 100' BUFFER LINE0
\ x W/WA TER TIGHT 0
FRAME & COVER
a
k� a
/ G
No. Dote By Revision
LEGEND:
ZONE 2A - PIEDMONT ALLUVIAL FOREST
® ZONE 2B - PIEDMONT SEEDING ONLY
ZONE 3 - WETLAND FOREST
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
11144299
Job No. File No.
Scales
PLAN 1" = 40'
PROFILE
H or.
Vert.
L. ASSOC I JEM
Surveyed By I Designed By
STEVENS CREEK
TRUNK SEWER PHASE 2
PLANTING PLAN
FIGURE 1
Sheet Of
CJS BMG 11 19 26 28
Drawn By Project-Engr Approved By Dote
A CITY OF CHARLOTTE DEPARTMENT

Ln
q0
/ I UNPAVED CHEVAL PROPERTY
OWNERS ASSOCIATES
19507395 INC--- \ \\ \ \ \---1�_—_=_ _ /--- — — — — ——
--
_ I' — \ CHEVAL PROPERTY \ \ \ —\ \ =_ __ — _— — —
%� DB 32382 PG 643 0 OWNERS ASSOCIATES INC-
- ll - C// / — _ / = ��� /;. \ MB 56-164 PID# 19507395 STA. A24+69.41, ._—_ ;_
r� / I/ // / / /� ��---1= ///i�� ..\l ) `I` l DB 3B386—P6 643 PROPOSED 4 _
/ \
M 1 4 D/A. MANHOLE MH-09 / \
s T R -- \
"STA. A20+19.63 W/WATERTIGHT
FRAME & COVER
r' PROPOSED 4' _ _ � — �`V�;�\
\\\ \ \ \ REINFORCED STABILIZATION I \ -
'7 I 1II(I\\ ; D/A. MANHOLE MH-07 / �� \� `\ ' i 1l ` _ _ OUTLET (TYP) 6708.09�—
�i�� W/WATERTIGHT \ \\ \ _ / SEE DETAIL SHEET Z NLS-TBM
`� \,(\ I / - \ TBM #3 \ TEMP. DIVERSION DITCH (TYP) / / \ \ \ O
//%' FRAME & COVER :' \�\� / — \
f /� •' • .: \ \\ NAIL IN 29"GUM SEE DETAIL SHEET � / _
- — — — _ \\ 11 �/r ��'i .✓ \ _ —\\ �� `�._ii�.��\�\ EL=678.09 1 \� \� — ERI • •:'�•' • \ J,. \\ St �` �\ \� C & JENNIFER LAZO
PID# 19607366
DB 29005 PG 277
/ � \ \ /�I I '• '••'••.••.••••' —� — \ �.�/ 1 � \\ \� —' / jam' �.. _� ^�i �\ MB 63-484
A` PORARY EROSION
CONTROL MATTING TYP. // .•%� = �.� / / l \ \ \ Q O
\ P 0 BE NSTALLED \. r S� .: ' =\; (TYP.) i\C \ - ,, r%-- _ ��� \ \
'v''91 \ '� SEE DETAIL SHEET 2$ / SEDIMENT D
VIA OPEN CUT UNDER p,- . • P ? \ }�
�/ ...\.,� '- \ 1• ,JO HEV NE • • � ? ?`3`!y'421x : ; • : ; ' •• \ � q /SEDIMENT DAM
./ A �,53,3 , Op Z III \ - 1 / /� WEIR = A \�:. \\__ Q
.:••';•.:••: .•••• �.•• .•••' /' / SILT FENCE (TYP) � -.. ,.._� I� 1 , ,
/ '/ \I\ :•: SgN�q j\ \ /, _ J /i.'� TYPE B \ �V
SEE DETAIL SHE
/ \ \ • . �\ �\�� - /� - Y ) SEE DETAIL SHEET 2A (TYP)
01
q25
' / \ . ^ :. • ' - S09'04'41 x00
O
1 / R B H
X \ — — 206.47
\ 5 5• S_ ANItARY '�>-._ _ — — �V
0 \ \ \ � .06\ , ' } ♦ ` ) / /-� PROP 12 .• 1 � _ ' • ` . • . • p Q S�s'4ps?; ' • •yam _ _ ^ \ \ \\ZL... � :•
4 100' BUFFER LINE / / /+ / /' `�_ •: '� ' �- \ \ \ % / _� \ _ _ \ \ .Y
LI
K3 — WOO
\ 0 f STA. A22+62.94 — .s00- — — — , ^ _ _ \ \\ \ ,I / L ► .l
\ PROPOSED 4 / -� _ _ _ _ \ \ \ \ / �I I I
D/A. MANHOLE MH-08 -c•� / .
\ � W/VENTED
FRAME & COVER —
STEVENS CREEK ASSOC LLC ' \
PID# 19505131 \
DB 18751 PG 36 J
PARIS FAMILY LLC MB 43-903 /
PID 19507368 & 19507399
DB 17710-978 & MB 56-160 & /
MB 63, PG 9310
I f —
BAINS FARM INC.
PID# 19507362 — \
��.� — � _�\��\--.DB 28946 PG 867 � \
— — — — — — — / ' \ ���\ — — MB 58-407
ERIK & KK REN` — — — — —
\ — — REDDING — — STA. A31 +98.18
PID# 19507364 — — s
DB 28954 PG 670 - _ -PROPOSED 4
— — _ — — MB 53-484 =DIA. MANHOLE MH-12 ���;
\\- \---- -'-\- ✓ III ` �r �\ \
— — — _ %; = W WATERTIGHT \ l ll\ �I/ I I \ I \ \
� _- _ / �' — — PAUL & MEREDITH
/�/� I < 1 LEDFORD
— FRAME & COVER . PID 19507361
\ #
\\ DB 31803 PG 37
_ MB 58-407
SILT FENCE T ) \ \ \ ��
\ EINFORCED STABILIZATION - SEE DETAIL SHEET 21
124
SEDETOUTLET AILPSHEET2 %�.�\-
/ TEMP. DIVERSION DITCH TYP \
-SEE DETAIL SHEET 2a / O
STA. A29+62.39 / // �ji , / �`: : : 1"E E �ti+ \ �� �+' \ \ STONE CHECK DAM (TYP) ` / ` - 0
PROPOSED 4' / / ' / :.:. .Z o _ -� SHEET
/� / / 0 \ _ SEE DETAIL SHEET
00 \ D/A. MANHOLE MH-11 ���' , / / \ / 235'sp o\, �'-' / ` \\ , ^ ►`�
X � � -W WATERY/GHT !� � / — � . • • ` •.. • .: •• � ..; • xoo• .: ' • .: • . • / .: • . �.. � :. p sos, • • �.. ...��' � — �-�""�"" \\\ ` �\� V 1 _ �O
\ / . P.S' MPORARY ROCK '-
�... ...
FRAME & COVER , ' �/ / �!: s : Rp ...... / : • ,�,� o- q .
(�\� / / �% �>> •�p,33 .• . • ' • SEDIMENT DAM
�/ /� � 1� �\\/I `",-'���-_ �// i / .-: ' •• • : 0• �' j•- � 'S�p, � %Op .. ,. � - WEIR - 4' TYPE
�� :. • .
SEE DETAIL SHEET ?a (TYP)
- _ / _ _ : ' • ' p t3 :. /� / - _ / _� - _ _ _ �P __ / (� �i
�-^ _•. _
*N- \ \ \ \ \ S21.19'32 "E A35
A36+00 J LL
/► / _ / - \ \ :� ' ' PROPOSEQ -12" N/ ARY
S34-04'49'E L
_ T / / — _ _ _ _ / — _ — \ —�\\ \ \ —
\ \ r — % l S LJ
o .Ev 12p Ir S I r''\�\\ �� LL.I
1000,/ / /_/ '�-- STA. A33+69.19\� \\\\\ �� \\`- —/'� _ Q
PROPOSED 4'
wow
*00 // /' // DIA. MANHOLE MH_—\---
/ STEVENS CREEK / // _\100'_BI�FER LINE
�19505131� ASSOC LLC PID# /
DB18751PG36 I / / FRAME & COVER\--
\
STA. A27+47.88—
/ \ PROPOSED 4' \ \ \ —� ,// I / _ \\/\—_ ��� — \�--------
D/A. MANHOLE MH-10—
\
W/WA TER TIGHT
FRAME & COVER\' ---
LEGEND:
ZONE 1-STREAM BANK
ZONE 2A - PIEDMONT ALLUVIAL FOREST
® ZONE 2B - PIEDMONT SEEDING ONLY
EimZONE 3 - WETLAND FOREST
CHARLOTTE CHARLOTTE WATER
W j)TER CHARLOTTE, NORTH CAROLINA
11144299
Scales
PLAN 1" = 40'
PROFILE
Hor.
Vert.
STEVENS CREEK
TRUNK SEWER PHASE 2
PLANTING PLAN
FIGURE 2
N /
\
No. I Date I By
As Built Date
L. ASSOC JEM
Revision I Surveyed By I Designed By I Drown By
Sheet Of
BMG 11 19 27 28
Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

STA. 80+06 --, -- /
EXISTING MANHOLE.
S16e54ms,37
W
/ Tom---
_34.89'
//,/ / // // / // ►'ll I / \ \\\\ ` ` \ \\ ` \\ \—_�. _ �� "/--__ ; —/'— ti PROPOSED 12_„ SANITA.RY.SEWER - —
/ _ ,STA A43+52 36 °
/ / STA. A43+ 17.48 �, .s ` -= �'' PROPOSED 4'
�.,..._..., TBM #5 - // PROPOSED 4 ./
NAIL IN 25' HACKBERRY _ _ _'_ % ��� \ �1 / �`� A.
/ / / / ��/ / \ EL = 691.58 - _ _ _ = DIA. DOGHOUSE MANHOLE r _ 1 DIA. MANHOLE MH-18
STA. A36+60.14 / �/ STA. A38+49.57 `� — _ _ _ 10074 MH-17 W/VENTED — ► f _ / ��% \ \ XIS I NSW/WATERTIGHTDO C.
f--DIA
OSED 4' / PROPOSED 4' \ — — - 691.58 FRAME & COVER�:'/\ TO FRAME &COVERMANHOLE MH-14 —NLSTBM �/_���S5905831"W
DIA. MANHOLE MH-15 \ \ — _ _ > TERTIGHT � \ TEMPORARY EROSION / = = i ° / l 20.13I W/WATERTIGHT MPORARY ROCK CONTROL MATTING (TYP.) �— —�\ ��E & COVER �\ SEDIMENT DAM \ SEE DETAIL SHEET - FRAME &COVER WEIR = 4' �/i / � PROPOSED 12 SANITARY SEWER I ° .,Tn RF AAAmnoNED� TYPE B STA. A43+72.49
/ SEE DETAIL SHEET 2a (�)
-X` _ PROPOSED
!` � \ TEMP. DIVERSION DITCH /
- �2EINF CED STABILIZATION- — —SHEET D/A.
, ✓ / — `+•... SEE DETAIL �_ � � / ° -. / / / \ ~ : • ° � \ W � � DOGHOUSE MANHOLE �
_n , / ( OUTLET (TYP) — W/WA
\� O/ �� / \ SEE DETAIL SHEET I \ Lam. - __ MH 19 TERTIGHTco
C _ / \ STONE CHECK DAM (TYP) J \� — r l _._ f j��� \ \, (/ / / \ �� �• E :::� 9k' a FRAME & COVER
SEE DETAIL SHEET 22,
C \ ° _ v \1 , � � • :.. .51 $ •X � • ?x0 / \\
SILT FENCE (TYP) \00 �851 11 FX' I
/ _ is �. 2X %f n 8 p
\ — \ SEE DETAIL SHEET 21 \ \ Q 1. ' / az vC
\ \ •tea . •'• /
Oslo WOOL
A38+00 A39+00 O A40+00 :/
A37+00 S02'00'03"W S02 00 03 W ° r
.189.43'
I ROP • lb- 2 SANI . Y S ° / C�
OSED 1 S N A R `
_ , \-� EIS"
• \ J / PLO 0
� _ / ���r \ \ / ova SE9�.12+95.14
�' EXISTING\ MANHOLE
\ J /
� � �� / / / / / / EXISTING CHEVAL LIFT
STATION SEE SHEET 13 \
0' BUFFER LINE ^� FOR DEMO PLAN
�
STA. A41 +31. 69 CHEVAL PROPERTY I /
/ — _ _ �/ PROPOSED 4 OWNERPSD� SS�OCI TII$N INC CITY OF CHARLOTTE \
_ DIA. MANHOLE MH— 16 DB 32382 PG 639 PID# 19505176
W/WATER TIGHT 0 59-976 DB 30613 PG 431
STEVENS CREEK FRAME & COVER _
_ R
r
ASSOC LLC PID# I
19505131
DBMB36
43-903'
TII OTHY & SONYA
r\
7 TURNER
1 / PID# 19505514
\ / DB 28763 PG 171
\ / MB 17-296
L
\\ 0
1 LEGEND:
v
I ZONE 2A - PIEDMONT ALLUVIAL FOREST
® ZONE 2B - PIEDMONT SEEDING ONLY
_ ZONE 3 - WETLAND FOREST
A CITY OF CHARLOTTE DEPARTMENT