20180307 Ver 1_Final_NFC-_3-6-18_20180227

LEGEND
CHARLOTTE
"VV T E IR
CHARLOTTE, NORTH CAROLINA
INDEX OF SHEETS
SHEET NO. 1
SYMBO
ASPHALT (PROFILE)
STA 137+00 TO STA B19+00
BOTTOM OF BANK (TOE)
— — — — —
SHEET NO. 14
STA B19+00 TO STA B31+00
BRIGDE
KEY MAP
SHEET NO. 15
BUILDING
CHECK DAM STD. 6.83
�► �►
CONCRETE (PROFILE)
MANHOLE DETAILS (SHEET 1 OF 2)
EXISTING CREEK
STA A9+00 TO STA A18+00
PROPOSED CREEK
MANHOLE DETAILS (SHEET 2 OF 2)
CURB & GUTTER
STA A18+00 TO STA A24+00
EDGE OF ROADWAY
-------------
EXISTING � SANITARY SEWER
—ss
EXIST. SAN. SEWER MANHOLE STRUCTURE
30 IN. MANHOLE FRAME AND COVER DETAILS
EXISTING GAS MAIN
G
EXISTING GAS SERVICE
GS
FENCE (LABEL TYPE)
X X
GAS VALVE
GV
GRAVEL (PROFILE)
STA A49+00 TO STA A58+00
GROUND PROFILE
EROSION CONTROL NOTES
GUARD RAIL
STA A58+00 TO STA A66+00
MARSH, POND, WETLAND OR LAKE
EROSION CONTROL DETAILS (SHEET 1 OF 3)
OVERHEAD ELECTRIC
OE
SHEET NO. 24
EROSION CONTROL DETAILS (SHEET 2 OF 3)
PIERS
POWER POLE/GUY WIRE
r 0EITHER / OR
PROPERTY LINE
— —
BORE HOLE
SHEET NO. 26
PROPOSED � SANITARY SEWER
N89ro0'00"E
26.80'
PROP. SAN. SEWER MANHOLE STRUCTURE
APPLICATION FOR NON -DISCHARGE PERMIT
RIP — RAP
ROAD/STREET R/W
RW
SEDIMENT FENCE (SILT FENCE) STD. 6.62
CHARLOTTE WATER
SIDEWALK
STREET SIGN (LABEL TYPE)
SANITARY SEWERAGE SYSTEM IMPROVEMENTS CREEK BASIN STEVENS CREEK
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
TD TD TD
TEMPORARY SILT DITCH
TSD TSD
TEMPORARY STREAM CROSSING STD. 6.70
�T�
PROPOSED TOP OF BANK (TOB)
TOWER LINE
of
TREE & BUSH
TREE UNE
UNDERGROUND CABLE
UC
UNDERGROUND ELECTRIC
UE
UNDERGROUND TELEPHONE
UT UT
PROPOSED SANITARY SEWER (BY OTHERS)
SS SS
WATER METER
❑
YEAR FLOOD PLAIN
o
—
30BUFFER
= ■. ■ _.. _ ■. ■ _. ■ _.
...
50' BUFFER
200' BUFFER
MAJOR CONTOUR
MINOR CONTOUR
PROP. PERM. SEWER EASEMENT
3nsd PSUE
TEMPORARY CONSTRUCTION EASEMENT
- TCE TCE TCE
331 301 301
STAGING AREA
r J
TEMPORARY CONSTRUCTION ENTRANCE
STREAM BANK STABILIZATION
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: -
GEOTECHNICAL COMPANY: JOEL E.
WOOD & ASSOCIATES
ADDRESS: P.O. BOX 2961 CLOVER, SC
29710
PHONE: [phone]
DATE COMPLETED: -
CONTRACTOR:
ADDRESS: -
PHONE: -
INSPECTOR: -
INSIDE CHARLOTTE: ( ) YES (�) NO:
TOPO NO: 138,139
CHARLOTTE
"VV T E IR
CHARLOTTE, NORTH CAROLINA
INDEX OF SHEETS
SHEET NO. 1
COVER SHEET
SHEET NO. 13
STA 137+00 TO STA B19+00
SHEET NO. 2
GENERAL NOTES AND MANHOLE SCHEDULE
SHEET NO. 14
STA B19+00 TO STA B31+00
SHEET NO. 3
KEY MAP
SHEET NO. 15
STA C0+00 TO STA C2+75
SHEET NO. 4
STA A0+00 TO STA A9+00
SHEET NO. 16
MANHOLE DETAILS (SHEET 1 OF 2)
SHEET NO. 5
STA A9+00 TO STA A18+00
SHEET NO. 17
MANHOLE DETAILS (SHEET 2 OF 2)
SHEET NO. 6
STA A18+00 TO STA A24+00
SHEET NO. 18
24 IN. MANHOLE FRAME AND COVER DETAILS
SHEET NO. 7
STA A24+00 TO STA A35+00
SHEET NO. 19
30 IN. MANHOLE FRAME AND COVER DETAILS
SHEET NO. 8
STA A35+00 TO STA A43+00
SHEET NO. 20
STANDARD SEWER DETAILS (SHEET 1 OF 2)
SHEET NO. 9
STA A43+00 TO STA A49+00
SHEET NO. 21
STANDARD SEWER DETAILS (SHEET 2 OF 2)
SHEET NO. 10
STA A49+00 TO STA A58+00
SHEET NO. 22
EROSION CONTROL NOTES
SHEET NO. 11
STA A58+00 TO STA A66+00
SHEET NO. 23
EROSION CONTROL DETAILS (SHEET 1 OF 3)
SHEET NO. 12
STA 130+00 TO STA 67+00
SHEET NO. 24
EROSION CONTROL DETAILS (SHEET 2 OF 3)
SHEET NO. 25
EROSION CONTROL DETAILS (SHEET 3 OF 3)
SHEET NO. 26
FENCE DETAILS
APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY
SEWER MAIN EXTENSION
CHARLOTTE WATER
PROJECT NAME
SANITARY SEWERAGE SYSTEM IMPROVEMENTS CREEK BASIN STEVENS CREEK
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SOURCE: ESRI, DELORME, USGS, INTERMAP, NRCAN, NGCC, © OPENSTREETMAP CONTRIBUTORS
LOCATION MAP (NTS)
GHD PROJECT NO.: 111-23681
GHD Consulting Services Inc.
222 South Church Street, Suite 400
Charlotte NC 28202 USA
T 1 704 342 4910 W www.ghd.com
STEVENS CREEK TRUNK SEWER
CLTWater PROJECT NO.: 7030700047-17-503
PROJECTTYPE: ❑X NEW CONSTRUCTION ❑RELOCATION ❑MODIFICATION OF PERMIT NO.
OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 930,000 GALLONS PER DAY BASED
ON 250 GAL/DAY/EQUIVALENT RESIDENTIAL UNIT (ERU) 3720 ERUs OR
135 GAL/DAY/MULTI-FAMILY UNIT X * UNITS OR IS BASED ON
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
Z McALPINE CR. (NC0024970) ❑ IRWIN CR. (NC0024945) ❑ McDOWELL CR. (NC0036277)
❑ SUGAR CR. (NC0024937) ❑ MALLARD CR. (NC0030210) ❑ ROCKY CR. (NC0036269)
NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL
% COMMERCIAL % OTHER
ORIGIN OF WASTEWATER ❑ SUBDIVISION ❑ COMMERCIAL
❑ SCHOOL ❑ INDUSTRIAL
❑ APARTMENTS/CONDO'S ❑X OTHER EXISTING DEVELOPMENT (RESIDENTIAL)
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
NONE
IF WASTEWATER IS NON-DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? ❑YES ❑ NO
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? ❑X YES ❑ NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM TBD
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM PROPOSED STEVENS CREEK PS (BY OTHERS)
HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? ❑X YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
GHD CONSULTING SERVICES INC.
222 S. CHURCH STREET SUITE 400
CHARLOTTE, NORTH CAROLINA 28202
TELEPHONE 704 _ 342 4910
PROFESSIONAL ENGINEER'S CERTIFICATION:
MICHAEL E. BISIGNANI ATTEST THAT THIS APPLICATION FOR SANITARY SEWERAGE SYSTEM
IMPROVEMENTS STEVENS CREEK TRUNK SEWER HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDER MY
SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH
THE PROPOSED DESIGN.
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE
CLTWater PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
FINAL DESIGN
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
ISSUED
JOSEPH C WILSON, P.E., CHIEF ENGINEER
APPROVAL SEAL
�N CAir�® '�..
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- SEAL f
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////11/1REQ
IIII,���\
N. C. P. E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
24"
2490'
8"
27'
16"
4060'
12"
3325'
TOTAL NO. OF MANHOLES: 32
TOTAL NO. LOTS SERVED: 3680
PROJECT NAME: SANITARY SEWER
SYSTEM IMPROVMENTS
STEVENS CREEK TRUNK SEWER
JOB NO: 7030700047-17-503
DATE OF ACTIVATION:
DATE AS BU I LT: 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 SHOW 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 SHALL BE INSTALLED WITH MINIMUM COVER OF 3'-0". IF MINIMUM COVER
CANNOT BE OBTAINED, THE SEWER MAIN LOCATION SHALL BE REVIEWED AND APPROVED BY
THE ENGINEER AND OWNER AND SHALL BE ENCASED IN CONCRETE.
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 MANHOLE SCHEDULE
MH NAME
STATION
MH TYPE
SIZE & MATERIAL
RIM
COVER TYPE
FRAME
EXTERNAL VENT ELEVATION
MH -01
(BY OTHERS)
AO+00
PRECAST
5'0 CONCRETE
631.45
BY OTHERS
BY OTHERS
TBD
MH -02
A3+37.83
PRECAST
5'0 CONCRETE
635.73
TYPE 4 (VENTED)
TYPE D
MH -03
A6+59.55
PRECAST
5'0 CONCRETE
637.92
TYPE 4 (VENTED)
TYPE D
MH -04
A9+84.54
PRECAST
5'0 CONCRETE
639.23
TYPE 4 (VENTED)
TYPE D
MH -05
A13+07.73
PRECAST
5'0 CONCRETE
636.52
TYPE 5 (SOLID)
TYPE D
MH -06
A16+26.79
PRECAST
5'0 CONCRETE
638.26
TYPE 5 (SOLID)
TYPE D
639.41
MH -07
A20+38.27
PRECAST
5'0 CONCRETE
636.93
TYPE 5 (SOLID)
TYPE D
MH -08
A24+83.26 =
B0+00
PRECAST
5'0 CONCRETE
641.12
TYPE 5 (SOLID)
TYPE D
643.68
MH -09
A28+10.33 =
CO+00
PRECAST
4'0 CONCRETE
650.43
TYPE 1 (VENTED)
TYPE B
MH -10
A32+32.51
PRECAST
4'0 CONCRETE
657.65
TYPE 1 (VENTED)
TYPE B
MH -11
A35+20.45
PRECAST
4'0 CONCRETE
650.30
TYPE 1 (VENTED)
TYPE B
MH -12
A38+53.42
PRECAST
4'0 CONCRETE
651.81
TYPE 3 (SOLID)
TYPE B
MH -13
A42+42.63
PRECAST
4'0 CONCRETE
655.34
TYPE 1 (VENTED)
TYPE B
MH -14
A45+99.11
PRECAST
4'0 CONCRETE
658.41
TYPE 1 (VENTED)
TYPE B
MH -15
A49+60.55
PRECAST
4'0 CONCRETE
663.26
TYPE 1 (VENTED)
TYPE B
MH -16
A55+63.26
PRECAST
4'0 CONCRETE
660.46
TYPE 3 (SOLID)
TYPE B
MH -17
A58+11.76
PRECAST
4'0 CONCRETE
662.82
TYPE 3 (VENTED)
TYPE B
MH -18
A62+54.79
PRECAST
4'0 CONCRETE
664.01
TYPE 3 (SOLID)
TYPE B
MH -19
A64+63.77
PRECAST
5'0 CONCRETE
666.03
TYPE 5 (SOLID)
TYPE D
MH -20
A65+48.00
PRECAST
5'0 CONCRETE
666.61
TYPE 5 (VENTED)
TYPE D
MH -21
B2+14.46
PRECAST
4'0 CONCRETE
643.04
TYPE 3 (SOLID)
TYPE B
MH -22
65+91.49
PRECAST
4'0 CONCRETE
644.98
TYPE 3 (SOLID)
TYPE B
MH -23
B9+84.20
PRECAST
4'0 CONCRETE
647.84
TYPE 5 (VENTED)
TYPE B
MH -24
B11+77.09
PRECAST
5'0 CONCRETE
649.12
TYPE 4 (VENTED)
TYPE D
MH -25
B12+71.21
PRECAST
5'0 CONCRETE
647.60
TYPE 3 (SOLID)
TYPE D
MH -26
B15+64.77
PRECAST
4'0 CONCRETE
649.33
TYPE 3 (SOLID)
TYPE B
MH -27
B17+97.41
PRECAST
4'0 CONCRETE
651.87
TYPE 3 (SOLID)
TYPE B
MH -28
B21+48.61
PRECAST
4'0 CONCRETE
653.60
TYPE 3 (SOLID)
TYPE B
655.02
MH -29
B26+63.92
PRECAST
4'0 CONCRETE
656.73
TYPE 3 (SOLID)
TYPE B
MH -30
B30+91.94
PRECAST
4'0 CONCRETE
661.98
TYPE 1 (VENTED)
TYPE B
MH -31
C2+29.93
PRECAST - INSIDE DROP
5'0 CONCRETE
644.81
TYPE 3 (SOLID)
TYPE B
MH -32
C2+56.22
PRECAST - DOGHOUSE
4'0 CONCRETE
645.49
TYPE 3 (SOLID)
TYPE B
172 WA
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CHARLOTTE CHARLOTTE WATER
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® 7030700047-17-503
Job No. File No. STEVENS CREEK
Scales PLAN 1"=300' TRUNK SEWER PHASE l
Know what's below. PROFILE
Call before you dig. Hor• NTS KEY MAP
Vert. NTS
As Built Date
A 2/16 TED FINAL DESIGNSheet Of
L. ASSOC JEM TED MEB 3/6/18 3 26
No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

4144,414,
PROPOSED STEVENS �) \ — l� - 100 YR FLOODPLAIN �� / _ _ \� \ PROPOSED STEVENS
� CREEK TOB BY OTHERS � ' - - - - - � / �"7W.
- 7 ��� \ � � ��� CREEK NATURE
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• • • • ..G. ED 24„ PVC SA / TEMPORARY RB CK SILT_ -' _ - - - - ' - -� ROPOSE'p ? 3?1.72• \ _A6+00 rcE - - - ♦ ` v J
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SEE SILTBASIN
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- — — — — — _ — — —PROPOSED 5' - STA. A6+59.55
_-----/--_ ��y DIA. MANHOLE MH—01 PROPOSED 5 ----�
— — — / — (BY OTHERS) \ — — — I — — D/A. MANHOLE MH -03-
- - SS / i - / / / / i / W/VENTED - — — - -eao- PROPOSED STEVENS CREEK \\
200' BUFFER LINE - - -
/ / FRAME & COVER / - - - - - NATURE TRAIL (BY OTHERS)
SSS_ SS D S
PROPOSETORMWATER POND
& OUTFALL (BY OTHERS) - 640-
/// PROPOSED SANITARY
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— ----
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- - - / - A 2/16 TED
No. Date By
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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
W6TER CHARLOTTE, NORTH CAROLINA
7030700047-17-503
Job No. File No.
Scales
PLAN 1" = 40'
PROFILE
Hor. 1" = 40'
Vert. 1" = 4'
As Built Date
FINAL DESIGN L. ASSOC JEM
Revision Surveyed By Designed By
STEVENS CREEK
TRUNK SEWER PHASE I
PLAN AND PROFILE
STA AO+00 TO STA A9+00
Sheet Of
TED MEB 3 6 18 4 26
Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT
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PROP. IN = 618.63
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TI
PROP. f IN = 617.98
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PROP. IN = 617.31
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PROP. OUT = 617.98
PROP. OUT =
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PROP. f OUT = XXX.XX (BY OTHERS)
EXISTING MAN
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(SEE DETAIL DWG 20)
4144,414,
PROPOSED STEVENS �) \ — l� - 100 YR FLOODPLAIN �� / _ _ \� \ PROPOSED STEVENS
� CREEK TOB BY OTHERS � ' - - - - - � / �"7W.
- 7 ��� \ � � ��� CREEK NATURE
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SEE SILTBASIN
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- — — — — — _ — — —PROPOSED 5' - STA. A6+59.55
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— — — / — (BY OTHERS) \ — — — I — — D/A. MANHOLE MH -03-
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200' BUFFER LINE - - -
/ / FRAME & COVER / - - - - - NATURE TRAIL (BY OTHERS)
SSS_ SS D S
PROPOSETORMWATER POND
& OUTFALL (BY OTHERS) - 640-
/// PROPOSED SANITARY
�
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PROPOSED STEVENS CREEK - - -
��/ PUMP STATION (BY OTHERS)---------------------------��/
— ----
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- - - / - A 2/16 TED
No. Date By
Know what's below.
Call before you dig.
I== mm
♦�� CN CAR®
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0 961
/0111
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
W6TER CHARLOTTE, NORTH CAROLINA
7030700047-17-503
Job No. File No.
Scales
PLAN 1" = 40'
PROFILE
Hor. 1" = 40'
Vert. 1" = 4'
As Built Date
FINAL DESIGN L. ASSOC JEM
Revision Surveyed By Designed By
STEVENS CREEK
TRUNK SEWER PHASE I
PLAN AND PROFILE
STA AO+00 TO STA A9+00
Sheet Of
TED MEB 3 6 18 4 26
Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

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STEVENS CREEK
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DB 24891 PG 862
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ROSA E MASCORRO &
MERCEDES H MONTALVO
GHD Consulting Services Inc.
DB 17117 PG 944
LOT 42
MB 22 PG 303
222 South Church Street, Suite 400
Charlotte NC 28202 USA
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As Built Date
Sheet
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— _ LOT 36 LOT 37 LOT G
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FINAL DESIGN L. ASSOC JEM
Revision Surveyed By Designed
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PID #19517143
PID #19517144 PID #19517145 \
Job No. File No.
ROBIN C CARROLL &
WILLIAM M CARROLL
RONDA S AVILA / I ALEX P LECLAIR & +
� DB 23069 PG 139 SAUNDRA LECLAIR \
/ I \
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MB LOT22 44303 \ \ LOT 45 \
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Know what's below. PROFILE
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FINAL DESIGN L. ASSOC JEM
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Off
V
No. Date By
Revision Surveyed By Designed
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WYANE LAMAR SIGMON
/ / ��/
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— _
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DB 2042 PG 270
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—
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MARGARET RHYNE BIGHAM /
/
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MICHAEL P GOLIK /
— x / - _
PID #19516202 / PID #19516203 \ — / X PID #19516204
LUANN M JENKINS I WILLIAM E GENET JR MICHELLE MARIE MCFALL
�yl
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Call before you dig
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Charlotte NC 28202 USA
T1 704 302 4910 Wwww. hd.com
www.ghd.com
LYNDA BIGHAM EVANS /
DB 27507 PG 32
LOT 46
` DB 18649 PG 969
LOT 27
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'
/ DB 5849 PG 531 I� DB 10576 PG 26 X / I DB 23235 PG 890
/ LOT 28 LOT 29 LOT 30
MB 21 PG 957 \ MB 21 PG 957 MB 21 PG 957
i r \ AARON K FORSYTH 660- — - STEVEN M ADAMS &
& ASHLEY E FORSYTH - �_ — / JOSEPHINE ALBERICO I
1 / DB 29839 PG 660 — — DB 19279 PG 690
I
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,
x
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MB 21 PG 957 _ MB 21 PG 57 /
CHARLOTTE CHARLOTTE
W6TER
WATER
_ \//�
CHARLOTTE
NORTH CAROLINA
7030700b No. File
Job No. File No.
STEVENS CREEK
Scales
1" 40' TRUNK SEWER PHASE I
PLAN =
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Hor. 1" = 40'
," = 4'
PLAN AND PROFILE
Vert.
STA
A49+00 TO STA A58+00
As Built Date
A 2/16 TED FINAL DESIGNSheet
L. ASSOC JEM TED
MEB 3/6/18 1 �
Of
26
No. Date By Revision
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PROP. 16" PVC SANITARY
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PROP. 16" PVC SANITARY SEWER
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—
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PROP IN
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—
PROP. IN — 647.72
STA A64+71
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PROPOSED 68 LF
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= 646.44
OF 30 CASING PIPE
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PROP. OUT = 647.52
PROP. IN = 648.31
EMBANKMENT
PROP. 16" PVC
PROP.
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00.20%
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8
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#19516207
CAROLE A BRENNAN
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665'
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PID 19516208 I PID 19516225 — \
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/ TARRA G DEAN I I DEBORAH S WILLIAMS
\ PID #19516226 PID #19516227 \
NC RE INVESTMENTS LLC MARK S PERRY
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DB 12272 PG 728 �� LOT 51
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I MB 21 PG 957 1
\ DB 30048 PG 917 / & SUSAN M PERRY
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MB 21 PG 363 LOT 53
I / MIB 21 PG 363 \+
CHARLOTTE
CHARLOTTE
WATER
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—
W6T E R
CHARLOTTE, NORTH CAROLINA
\
I J
7030700047-17-503 STEVENS CREEK
Job No. File No.
NOTE:
// �' / / ' \\ I\'i I
_ — _
Scales 1" -
PLAN
40' TRUNK SEWER PHASE I
/
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EXCAVATIONS SHALL NOT ENCROACH UPON THE DESIGNATED 1:1 ,
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PLAN AND PROFILE
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BY THE CONTRACTOR. SHOULD MODIFICATIONS TO THE LIMITS OF THE BORE
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PIT BE NEEDED APPLICATION AND MODIFICATION OF THE NCDOT CROSSING
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PERMIT SHALL BE COMPLETED AT THE EXPENSE OF THE CONTRACTOR.
/ \ ' I/ /
I
As Built Date
/ II
II / A
2/16 TED
FINAL DESIGN L. ASSOC JEM
TED MEB
Sheet Of
3/6/18
1 1 26
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No.
Date By
Revision Surveyed By Designed
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A CITY OF CHARLOTTE DEPARTMENT

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PROP. 24 " PVC SS
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GHD Consulting Services Inc.
_200'
0 40'
80' 222 South Church Street, Suite 400
,
Charlotte NC 28202 USA
Ag
T 1 704 302 4910 W www.ghd.com
PID #19517150
ROBERT A WINFREY -
// \/ /------
DB 2996 PG 144
"ftwftwCHARLOTTE
CHARLOTTE WATER
W(TER
_______
-
CHARLOTTE, NORTH CAROLINA
•
-
/ / - - - - - -
® 7030700047-17-503
Job No. File No. STEVENS CREEK
Scales
PLAN 1"
= 40' TRUNK SEWER PHASE l
Know what's below. PROFILE
11
Call before you dig.
PLAN AND PROF/LE
Ver.
Vert.
- 4o
-
STA BO+00 TO STA B7+00
As Built Date
A 2/16 TED
FINAL DESIGNSheet Of
L. ASSOC JEM TED MEB 3/6/18 � 2 26
No. Date By
Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

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W
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= W
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PROP.
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N14V STA811+88
1634 02
PROP. f IN = 636.81
STA 812+55
INV = 634.42
PROP.
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PROP. IN = 634.47
PROP.
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I=
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3
PROP.
PROP.
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PROPOSE 7
F 24" CASING
LF PROP. 1 PROP. IN = 635.14VER
PIPE ®0.50% PROP. OUT = 634.94
3
10
11
12
13
14
15
16
17
18
19
-
\
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DB 24891 PG 862 _
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-� 30 A
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NOTES: 7030700047-17-503 STEVENS CREEK
Job No. File No.
1. PRIOR TO SEWER CONSTRUCTION CONTRACTOR
SHALL REPLACE FENCE BETWEEN STATION Scales
1" 40' TRUNK SEWER PHASE l
18+00 TO 30+80 AS SHOWN ALONG PLAN =
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A 2/16 TED FINAL DESIGNSheet
L. ASSOC JEM TED MEB
Of
3/6/18 14 26
No. Date By Revision Surveyed By Designed By Drawn By Project-Engr
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Know what's below.
0111 before you dig.
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

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
USE BRICK OR CONC. GRADE (BOLT DOWN -WATER TIGHT)
JOINT (ABOVE OR BELOW)
RINGS FOR ADJUSTMENT
OF
FINISHED GRADE
FLUSH MANHOLES.
CUT TO FIT i 9 LF. i
D.I.P.
1 /2 PIPE I.D.
6•
2'
a
N 7" MIN.
21" MAX
7" 24"
E16"
5/8" COPPER GROUND ROD
C
O
^'F
5/8" COPPER GROUND ROD O.C.
1/4"x2" STAINLESS
(SEE NOTES 14 AND 15)
iNa
(SEE NOTES 14 AND 15)
STEEL STRAP WITH
W
N
HEIGHT OF RISER
TING M.H.
2 ANCHOR BOLTS
c
AND CONE
io
SECTION VARIES
JOINT �
4�
If
w
N
%MIN.
of
ENLARGED DETAIL
STEPS N
CORE HOLE FOR INFLUENT D.I.P.
o
(ON STRAIGHTWALL) m
WITH CORING
MACHINE AND
Z
5" >
INSTALL FLEXIBLE RUBBER
5'-000UPLING.
Uj
(SEE NOTE #5)
CUJ
NOTES:
STRAIGHT WALL OF
O.D. PIPE BARRELL
M.H. TO BE LOCATED
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT AS
OVER INFLUENT PIPE
MODIFIED BELOW.
STANDARD
(4'0 M. H.)
2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM AREA OF
#12 COPPER
zo
0.20 SQ. IN. PER LINEAL FOOT EACH WAY. WALL REINFORCING
A A
TRACER WIRE i
F
4'-0' OR 5'-0'
TO BE MINIMUM OF 0.12 SQ. IN. PER LINEAL FOOT. EITHER
TONGUE OR GROOVE SHALL HAVE REINFORCING EQUAL IN
i
w
N
SEE NOTE 13
AREA TO MINIMUM OF WALL SECTION.
,
N W
3. ALL JOINTS SHALL CONFORM WITH ASTM C443.
m
4. STEPS TO BE PLASTIC PER CITY STANDARDS.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER
THAN OUTSIDE DIAMETER OF PIPE AND ADDITIONALLY
1/4"x2" STAINLESS
/
REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT
90 DEGREES (ADDITIONAL REINFORCING NOT REQUIRED FOR
STEEL STRAP WITH 2
CORED OPENINGS)
ANCHOR BOLTS
=
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A
B o B
MINIMUM OF HONEYCOMB, FINS AND OTHER IMPERFECTIONS.
w
7. PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH
cn
EXPANSION GROUT.
w
77�STALLED
RESHAPE INVERT
/FLEXIBLE COUPLING CAST IN BASE OR
IN CORED HOLE WITH
8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE IN LIEU OF
00
SECTION B -B
BRICK. PRECAST INVERTS ARE ACCEPTABLE.
TAINLESS STEEL COMPRESSION DEVICE.
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHELF.
O8AND 10" PIPE, INVERTS ARE TO BE
10. 4'0 CONE SECTIONS MAYBE USED WITH 5'0 MANHOLES WITH A
3/4" PIPE OD AT TROUGH, FOR 12" AND
5'-4" TRANSITION SECTION PLACED DIRECTLY BENEATH THE
4 CONE.
LARGER PIPE, PROVIDE FULL INVERT AS
11 MANHOLE SECTIONS SHALL BE DESIGNED FOR H-20
SECTION
A -A
SHOWN. THE SHELF SHALL SLOPE 2" FROM
LOADING.
THE MANHOLE WALL TO THE TROUGH.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES WITH
BOLT DOWN F&C IS 32".
NOTES:
13. COPPER TRACER WIRE TO BE WRAPPED AROUND OUTSIDE OF
MANHOLE AND UP TO CONNECT WITH GROUND ROD.
14. 5/8" COPPER GROUND ROD CAST IN MANHOLE 1" BELOW TOP
1.
PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
STEP IN CENTERLINE OF STEP, GROUND ROD NOT TO
2.
SPECIFICATION D3034.
BOTTOM BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
PROTRUDE PAST INSIDE EDGE OF STEP.
PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
15. CONNECT TRACER WIRE TO GROUND ROD WITH GROUND ROD
CONSTRUCT MASONRY THROUGH FROM DROP EFFLUENT TO MAIN
Z)r
CLAMP WITH SS SCREWS. WRAP ALL EXPOSED METAL WITH
CHANNEL.
RUBBER ELECTRICAL SPLICING TAPE.
16. TRACER WIRE IN 1/2" PVC CONDUIT ATTACHED TO MANHOLE.
3.
NOTCH BELL OF PVC DROP TO ACCEPT D.I.P. SPIGOT AS SHOWN.
4.
LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEET.
5.
HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE.
INSTALL FLEXIBLE RUBBER COUPLING.
6.
CORE HOLE SHALL NOT ENTER CONE SECTION.
2" FALL
7.
STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
(TYP.)
I
INSIDE DROP DETAIL
PRECAST MANHOLES
4' & 5' DIAMETER
NOTES:
1. MANHOLE BASE SHALL BE 4000 PSI CONCRETE PLACED ON
=
A
A
UNDISTURBED EARTH AND MAY BE PLACED AGAINST SHAPED
i'
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
TAPE.
4. MANHOLE TO CONFORM TO CITY STANDARDS AND
(7)=
SPECIFICATIONS FOR PRECAST MANHOLES.
�10
5. ALL MANHOLES ARE REQUIRED TO BE VACUUM TESTED.
0
I 1-1/4"
6. 4' INSIDE DIAMETER MANHOLES SHALL HAVE 5" THICK WALLS
rn
5' INSIDE DIAMETER MANHOLES SHALL HAVE 6" THICK WALLS
7. MANHOLES MUST NOT HAVE ANY LARGE CHIPPED AREAS,
PLAN
STAINLESS STEEL
BROKEN AREAS, CRACKS, OR EXPOSED REINFORCEMENT, OR
NUTS & BOLTS
OTHER DEFECTS. DEFECTIVE MANHOLES WILL NOT BE
ACCEPTED.
V\8/
O
BUTYL MASTIC BETWEEN
A
MANHOLE AND FRAME &COVER
PRE -CAST RINGS (WHEN NEEDED)
/2"A
MAXIMUM OF 11 1/2-
INCLUDING BUTYL MASTIC
A-
BUTYL RUBBER
SEALS IN JOINTS
10-3/4-
12"
5" MIN
6" MIN
CONCRETE BLOCK
\`\��lfll11111�//
�\\�\N CAR®Z�/�i�i
SAO''•.
COPOLYMER POLYPROPYLENE
PLASTIC
�
1 O..'(�S
i' %
;
,�...�o
PIPE DIA.
CONCRETE MONOLITHIC
¢ < -
POURED
SEAL
0 961 :
2
1/2- GRADE 60 STEEL REINFORCEMENT
8 MIN
�
REQ �`�����3�'�Z`''►�
111111111\0
UNDISTURBED SOIL OR COMPACTED
SECTION AA
WASHED STONE WHERE POOR SOIL
SECTION A -A
CONDITIONS EXIST
5-3/4"
CHARLOTTE CHARLOTTE WATER
THIS STEP TO BE DRIVEN INTO
W6TER
TAPERED HOLES IN PRECAST
CHARLOTTE, NORTH CAROLINA
MANHOLE SECTIONS. DO NOT
USE AS A GROUTED -IN STEP.
DOGHOUSE MANHOLE
7030700047-17- 503
1000 LB. PULL OUT TEST REPORT
STEVENS CREEK
REQUIRED ON EACH
STEP.
Job No. File No.
Scales
TRUNK SEWER PHASE I
PLAN NTS
PROFILE
PLASTIC STEP
CORED HOLE
MANHOLE DETAILS (SHEET 1 OF 2)
Vert. NTS
DRIVEN IN
PLACE
As Built Date
Of
A 2/16
TED FINAL DESIGNSheet
L. ASSOC JEM TED MEB 3/6/18 16 26
No. Date
By Revision
Surveyed By Designed By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

5/8"x2 1/2" EXPANSION ANCHOR BOLTS
ON BOTTOM BRACKETS.
5/8"x4" EXPANSION ANCHOR BOLTS ON
TOP BRACKET.
BIRD/INSECT
SCREEN
"ANGLE AS SEAT MANHOQUARELLYSONO
1/4'
TOP BRACKET ONLY
11 1/2-
1 1/2- 8 1/2- 1 1/2-
1
/2"1 1/2"
11/16"0 HOLES
DRILLED AS SHOWN
PIPE BRACKET
WASHER PLATES
TO PLUMB VENT
1/4" PLATE A
1
LJ
L ---W A
BRACKET FABRICATED
FROM 1/4" STEEL PLATE
PIPE BRACKET
(SEE THIS SHEET)
1/4'
SECTION A -A
ACCORDING TO THE TYPE OF PRECAST MANHOLE.
WASHER SPACERS MAY BE REQUIRED ON LOWER
BRACKETS.
1/4'
5"0 STEEL PIPE
1_Z4-
0
W
rr
a
I -IT -r
9. o
[
1 4"
PLUG
WATERTIGHT FRAME AND
COVER (BOLTED DOWN)
STEPS AND VENT
INSTALLED ON STRAIGHT
WALL OF M.H.
PRECAST CONCRETE MANHOLE
MANHOLE VENT DETAIL
NOTES:
1. VENT SHALL BE ON CREEK SIDE AND POINT
DOWNSTREAM.
2. VENT AND BRACKETS SHALL BE PAINTED PER
SPECS.
3. AVOID PLACING PIPE BRACKET AT MANHOLE JOINTS
OR STEPS.
4. ANCHOR SLEEVE, THREADED STUD AND NUT SHALL
BE STAINLESS STEEL OR GALVANIZED STEEL.
5. ROTATE STRAIGHT WALL OF MANHOLE TO CREEKSIDE.
w
O V
a
om
z
za
X Y im (
0"-72" 1 60" 1 3
72"-84"
"
)VER 84" 72" 3
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030700047-17-503
Job No. File No.
Scales
PLAN NTS
PROFILE
Hor. NTS
Vert. NTS
STEVENS CREEK
TRUNK SEWER PHASE I
MANHOLE DETAILS (SHEET 2 OF 2)
As Built Date
A 2 16 TED FINAL DESIGNSheet Of
L. ASSOC JEM TED MEB 3/6/18 17 26
No. Dote By Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

A CITY OF CHARLOTTE DEPARTMENT
3/4" LETTERS
1" LETTERS
(RECESSED FLUSH)
nRy 0 1" VENT HOLE
(RECESSED FLUSH)
3/4" LETTERS IRO /y
1" ARIAL TEXT ®j;�
5/8" ARIAL STYLE TEXT
NETRATING JpRT EI RpN wpRks
�, ®�
s� JpRDAN
Wpb°�®RIOT
(RECESSED FLUSH) EP �s
T E®��
TF
PICKNHOLESON
1 1" LETTERS
1 5/8" OT T E ��
S �PR� wq 1 ARIAL TEXT
G °
O T E
�/—DETAIL
GAP
CAM LOCK
2 CORED �0
.9 (RECESSED FLUSH)
P ICKBARS
5/8" ARIAL STYLE TEXT
HOLESNETRATING -9�
PICK HOLES
�
1 5/8"�
"WARNING
SEE ASSEMBLY
-z-
CAM LOCK v
WARNING
�
v ANITARY (2) CORED
DO NOT ENTER
SEE ASSEMBLY SANITAR , 1/2"
DETAIL
EWER
DO NOT NT (2) - LIFTING BARS
PICKBARS
SEWER
(2) - NON PENETRATING
PICK HOLES
� O
(2) -NON PENETRATING
PICK HOLES
�
1 1/2-1
1 1 /2"
"-11x4"
� � 3/4" LETTERS
TYPE 304 S.SBOLT HEX .
1 1/2-
4U 1 1/2"1
USF CAMLOCK WASHER ,A /2n (RECESSED FLUSH)
1
5/8" HEX HEAD BOLT 1 /16"x5/8"x1 1 /2" WASHER �
�
3/4" LETTERS /
s,�Q'
q T N� E�
S.S.
TYPE304
RUBBER 5/8" ID 1.50 OD ��
TYPE 304 S.S. C,
s q �Q
A s ��
(RECESSED FLUSH) �C
D O N®�
A R Y s
Do NO
R Y
E ON U.B.
MADE i N USA 1" VENT HOLE
ON U.S.�'°
—
= 2 3/8"
1 1/8-- BOSS
LOCK LUG MADE IN USA /
26"
6 10/4" 15/16" 4" 1 1/2-
0 26"
13/16" 1 1/2"
26"
6 1 /4" 22 "
"
—
3/8"
0 26"
NUT HEX 5/8"-11 13/16" 1 1/2"
TYPE 304 S.S. NYLK
�
�
15/16
I
3 1/4- O O
3 13/16"
I
=
3 1 /4" = O —� �� _ '"�
2 1/8-
NUT HEX JAM 5/8"-11
TYPE 304 S.S.
3 1 /8" 1 /2rr
1 15/16" ��
5 3/16
1 5/8" 3 1/8- 1 /2" �
1 15/16 "
0 22 13/16" NEO NE
2 1/8" " GASKET
1 3/8" 0 22 13/16"
1 1/2"
I� 5 3/16"� 3/16"
0 25
01" VENT HOLE -
15/16"
9/16"
15/16"
I
3 13/16" O.D. OF GKT GROOVE
T
i
I I �
011/16" 1 3/8"
6 1/2"
1/2"
9/16"
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 JORDAN IRON WORKS
S.S. ROD
3 16 DOVETAIL
/
GROOVE MACHINED
1 2rr
'1800 /)��t/8"TYPE 304 EAST JORDAN IRON WORKS
USF NR
USF NL
SURFACE
.2400" MACHINED S.S. ROD
SURFACE
DATE 5/8"
3/4" 1 1/4-
1040C
2 1 /4" UT I
7/16" MO/DA/YR X
PROD. NO.
DATE
5/8"
3/4" 1 1/4-
3/16-
1040AGS
2 1/4- 7/16" lom
" rr MO/DA/YR X
1 3/8 1 PROD. NO.
CLASS 35
1 3/8" ASTM A48 CL35B
1 ��
0 7/8 CLASS 35
" CAM LOCK
ASTM A48 CL35B
-- --
-- -- 1" VENT HOLE
HOLE ® 22"
"
3/8 �- 5/8"-
5/16"
----- _
— -
/4""
3/grr
�J L
" DOVETAIL
180
rr [:.240"
1 1/8
3 4"
/
GROOVE
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)
(4)-0 1" ANCHOR g s s d �
HOLES ONA
b' S .n
�Sn Ni �,o
(4) - 0 1" ANCHOR ST JpRDAN IRON WpR
P Ks
n
0 33 3/4 B.C.D.
�
��� b�V
HOLES ON A E
0 31" B.C.D.
/ 0
0
s
b S 0 (4)-0 1" ANCHOR
/ � HOLES ON A
s
�� b� 0 32 3/4" B.C.D.
Y
o
0Dz
V) p
w
0 2
>-
�
C) o
O p\
O �O
MACHINED
r
v 7)
MACHINED
SURFACE
0 0
cin
SURFACE 0 0
1 1 /2"
w
Lp J
1 1 /2" EAST JORDAN IRON WORKS
FMADE
O,q T E
MADE I N U S A
IN USA
MACHINED FRAME
SURFACE
MACHINED
OO SURFACE
1 5/8" 1 1/2-
Oq
iE
27 1/4"
FRAME
1 1/2"
34"
I
1" 26 1/4" 1 1/2"
1 1/2"
� n
26 1/4" 1 1/2
MACHINED
27 7/16"
1
SURFACE
26 1/4- FRAME
24"
4"
24" 1/2"A
27 15/16"
36r'
26 1/4"
4"
24"
26 1/4"
1 1/2"
36"
24"
27 1/4"
5/8»
I 1 4
1 1 /2"
F
27„
4" I
—T-5/8'5/8"
CHARLOTTE
CHARLOTTE WATER
W�TER
„
11/2”
CHARLOTTE, NORTH CAROLINA
36
26 1/4"
MACHINED
SURFACE
7030700047-17- 503
Job No. File No. STEVENS CREEK
TYPE B 24—INCH MANHOLE
FRAME 4 INCHES TALL
\ACAR®'''%, TYPE
C 24—INCH MANHOLE FRAME
Scales NTS TRUNK SEWER PHASE I
4—INCH
off. -F E s s;o •<®,�';,
o TALL
PLAN
INVERTED — REVERSIBLE (CAST IN) PROFILE
< I
SEAL
- -
Hor. NTS
NTS 24 IN. MANHOLE FRAME
= 0 961 =
Vert.
AND COVER DETAILS
As Built Date
Sgheet Of6
A 2/16 TED FINAL DESIGN L. ASSOC JEM TED MEB 3/6/18
I � V
No. Date By
Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

A CITY OF CHARLOTTE DEPARTMENT
MACHINED
0 1" VENT HOLE
SURFACE
1" LETTERS (2) CLOSED
(RECESSED FLUSH)
� ORpTA PICKHOLES
R0 ry w0R
MACHINED
TSURFACE
1" LETTERS
T(RECESSED FLUSH)
(2) CLOSED
`pTTE-Wq��
G®0�1 5/8-
Pss � s
E
7-
PICKHOLES
7" k
7/8
1 5/8"
r-VENT HOLE
\.O 1" DIA VENT
VENT --I-
® CAM LOCK
7/16 "
1` (2) CAMS
C.) �J (SEE DETAIL)
CAM LOCK 8"
PQ- �HOLE
HOLE,Z.o
V CAMS
DSEE ETAILSSEMBLY
O
DSEE ETAILSSEMBLY7/16"
® ®�
®
.. (2)
(SEE DETAIL)
0
1/2"—
WARNING
g 7 g"
/
x of
� 0 SANITARY
�0 9" 32" �O
® ®
1 2"
/
1*0 T SANITARY
DO NOT ENTE
�w SEWER
WARNING 1 8 7/8"
DO NOT ENTER,_�
\I- 9" i 32" o
O �
® ®® ®®®
® ®® ®
N -
"� o SEWE
® 1" ARIAL STYLE
TEXT TYP.
o " " /
.. 1 /4 1 3/4 LETTERING G
-7
„
ISTYLE
j
o —1/4' �
®®
5/16" RECESSED
I v/�
TEXT TYP.
®
-V7
5/16" 'A
�/
S,q ^n�
NOTARY SG
ORS GASKET
NEOPRENE
RUBBER
1 1 4"
/ (3
MACHINED DO N
® ®
® ORS GASKET
%9 ORS
��
3 1/2" 1 1/4" /VG '(
/ "
(2)-NON
MADE IN U.S.P•
PENETRATING
60 DUROMETER
1" LETTERING
SURFACE M q ° s ' RECESSED
_^�-
wVv NEOPRENE
T S RUBBER
(2)-NON TA 60 DUROMETER
Y D0 ND 1 3/4 LETTERING
MACHINED M a RECESSED
SURFACE a ° s
PICKHOLES 1 1/2"
I
F�
PENETRATING MADE IN U - s • P �
E ' " 1" LETTERING
32 "
3 1/2"
27 3/4"
PICKHOLES II
1 1/2 F�
RECESSED
1 1/2" 28 5/8"
3 1/2"
TYPE 1 X 3 1 /2" LG 5/8" I.D. 1 1 /2" O.D. 5/8" 1 1 /2"
TYPE SS
32" 1/2"
27 3/4"
"
HEX
TYPE 304 SS FLAT WASHER
BOLT
BOLT
1 1/2" 28 5/8" 5/8"-11 X 3 1 /2" LG 5/8" I.D. 1 1 /2" O.D. 5/8" 1 1 /2
3 1/2" TYPE 304 SS TYPE 304 SS FLAT WASHER
_ _
F3
USF CAMLOCK
5/8" HEX HEAD BOLT
" "
5/8 I.D. 1 1/2" O.D. r ��
RUBBER WASHER F7T
_ = USF CAMLOCK HEX
5/8" HEX HEAD BOLT
BOLT
5/8" I.D. 1 1/2" O.D.
RUBBER WASHER F J I !
MACHINED
SURFACE
ALL GRADE S.S.
TYPE 304
3 1/2"-J5/16"
MACHINED
ALL GRADE S.S.
MACHINED TYPE 304
--
5/16"
CAM LOCK
`
BRONZE 1/4" 9 SURFACE
LOCK LUG
CAM LOCK SURFACE
VENT HOLE
3 1/2 " MACHINED
��
OCKBRONZLUG 1/4 9 SURFACE
-
45, -
21/2"
NEOPRENE
5/8-11 HEX GASKET
I
\ I — 2 1/2"
NEOPRENE
GASKET
=
)
JAM NUT TYPE 304 SS
45' =
HEX
3/8"
� I
JAM N TYPE 304 SS
AM N
G
s�
WELD ON JAM NUT OR
3/8"
11 /16��
TYPE 304 SS PEEN END THREADS ON BOLT
5/88-11 NUT
NYLOK
G
WELD ON JAM NUT OR
2 1/8"
11/16"
` � \ 2 1 /8"
22'5' ORS GASKET
5/8-11 TYPE 304 SS PEEN END THREADS ON BOLT
NYLOK NUT VENT HOLE--
2 1/4"
22.5' ORS GASKET
_ \ RUBBER
v
4' 60 DUROMETER 3/4"
5/8"
1 1 /4 "
2 1 /4" 7/16" 1480GS
A CLDI
1 3 8 O O
/ 1" PROD. NO.
NEOPRENE
r RUBBER 5/8"
4__ r 60 DUROMETER3/4" 1 1/4"
GS
7/16" 1480ClCLDI
3/8" 1" PROD. NO.
_
MO/DY/YR X
—_ --
--II--TT 3/16"
—1 MO/DY/YR X
—
0 7/8" CAM LOCK
—
L— -
3/16„
\
-
-----� �--
09HOLE ® 0 28 5/8" 3/8" 5/8"
5/16"
180" 3/4"
0 7/8" CAM LOCK
HOLE ® 0 28 5/8" 3/8" 5/8 "
F
I 3/4"
CLASS 35
GRDOVETAIL GROOVE
.240
240"
DI 80-55-06
- 18" 5/16"
.180"
f� "
CLASS 35 3/16" DOVETAIL
PICK HOLES DETAIL
PICK HOLES DETAIL
GROOVE
DI 80-55-06
PICK HOLES DETAIL
PICK HOLES DETAIL
TYPE 4 30—INCH MANHOLE COVER
VENTED, GASKET, CAMLOCK (VENTED)
TYPE 5 30—INCH MANHOLE COVER
WATERTIGHT, GASKET, CAMLOCK (SOLID)
31 b4
31 ba (6) - 0 1" ANCHORNV(11:lor
lsb3
O
/
HOLES ONA
0 37 1/2S B.C.D.4�
\ 6•
//
\\ s
(1CHOR �o
0\�
� // �
2J-
HOLES 0N A
y /
(6) - 0 1" ANCHOR
(6)
//
0 35 5/8" B.C.D.
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HOLES ON A
0 37" B.C.D.
ICU ?
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MACHINED
SURFACE
FRAME--\20 /
/
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FRAME
N \
\ /
MACHINED
J MACHINED
SURFACE
FOV NDRY
op1�Q11
SURFACE
0
1 5/8F
1
1 1/2
FOUNDRY
MADE IN USA O
MO/DAY/YR
7/16"
40 3/4"
32 1/4"
Ll 1/2-
MACHINED
SURFACE
MACHINED
SURFACE 38"
32 1/4"
30"
1 1/2"
1 1/2" 11/16"
30"
33 1/4" FRAME
32 1 /4"
33 1/4- 1 1/2"
�
�
4"
I
1 1/2" 1 "
4"
32 3/16"
1 1/2"
4" 321/4"
1 1/2"
5/8"
4 1/2"
32 1/4"
33 1 4
/"
CHARLOTTE CHARLOTTE WATER
30"
2 9/16" 30"
V% �T E R
WCHARLOTTE NORTH CAROLINA
9
32 1/4"
33 15/16"
40 3/4"
40 3/4"
7030700-503 STEVENS CREEK
Jobb No. No. File No.
N CAR ' .,
�'FESSIp e!��'�
scales TRUNK SEWER PHASE I
PLAN NTS
TYPE D 30—INCH MANHOLE
FRAME 4—INCH TALL
�: �-0 ti�':-� = TYPE E 30—INCH
;Q <:.
MANHOLE
FRAME 4—INCH PROFILE
_
SEAL = TALL INVERTED — REVERSIBLE (CAST IN) Hor. NTS
0 961
Vert. NTS 30 /N. MANHOLE FRAME
_
AND COVER DETAILS
As Built Date
A
2/16 TED
FINAL DESIGN L. ASSOC JEM TED MEB 3/6/18 Sheet Of
19 26
No.
Date By
Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

1900
INITIA
PIF
PIPE SPRIN
HAUNCI
BEDDIN,
FOUNE
SUBGRADEJ
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
4ANHOLE WI
RIGHT ANGLE
3 -WAY JUNCTION
CONCRETE BASE SECTION
:l�:T�P►
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
CARRIER PIPE
WL
NCDOT
THICKNESS
I
(INCHES)
A. WATERLINE AND SEWER LINE PIPE
LENGTHS TO BE CENTERED AT
(INCHES)
THOMPSON RD
CROSSING. EACH LENGTH OF PIPE
WATERLINE
MORE THAN
IS TO BE 10' MINIMUM.
ABOVE
18 INCHES
0.250
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
WL
BACKFILL
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 CF OF STONE)
WATERMAINZSEWER CROSSING
SPIDER SUPPORTS OR
APPROVED EQUAL
SLOPE TO DRAIN
PROVIDE" WEEP HOLE
AT LOW POINT OF CASING
ENCASEMENT PIPE
r -PROPOSED
SEWER MAIN
RESTRAINED JOINT DIP
CARRIER PIPE
45*
;ARRIER PIPE
STEEL SPIDER SUPPORTS
ENCLOSE ENDS WITH 8"
BRICK MASONRY (SEAL WITH
NON -SHRINK GROUT AS 90,
NECESSARY)
END CLOSURE SECTION SECTION
INIMUM SIZE AND THICKNESS STD. FOR ENCASEMEN
PIPE
LOCATION
CARRIER PIPE
CASING PIPE
NCDOT
THICKNESS
w 1
(INCHES)
(INCHES)
(INCHES)
THOMPSON RD
16
30
0.312
THOMPSON RD
12
24
0.250
STEEL 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
V
SLOPE TO CHANNEL
STAINLESS STEEL POWER
SLEEVE RING OR
APPROVED EQUAL
CHANNEL
- o
GASKET
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 (SEE1'-
WATER MAIN CROSSING DETAIL
FOR CONCRETE ENCASEMENT)
N
Q
J
E:
Y
0
a
m
o
z
0
N
w
a
CL
101 1
J
1 I SELECT FILL L_
Y
ao
J
w 1
m�
Y D
C
0 Q
a
d
_�
N
TRENCH BOTTOM
PIPE CROSSING SUPPORT DETAIL
mmm
PIPE VARIES WITH /
SLOPE
PIPE BEDDING
PROPOSED SEWER
R
EXIST. OR FINISHED GRADE
1�, MINIMUM
4' MIN. COVER
AT T
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 (TAP
SURFACE FLOW
DIVERTED BY SWALE
0
P�
SURFACE FLOW
DIVERTED BY SWALE
SEED AND MULCH W/—
SURFACE BINDER
AGGREGATE BED OVER
GEOTEXTILE FILTER CLOTH
AGGREGATE APPROCH
1: 5 (V: H) MAXIMUM SLOPE ON ROAD
SURFACE FLOW DIVERTED BY SWALE
SURFACE FLOW
DIVERTED BY SWALE
i
\--NEW ROAD
GEOTEXTiLE FILTER CLOTH
ORIGINAL STREAM BED
AGGREGATE BED OVER
A OZ
Bs
p�pipti/��;�
SEAL < -
` 0 961
TEMPORARY FORD CROSSING
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030700047-17-503
Job No. File No.
Scales PLAN NTS
PROFILE
Hor. NTS
Vert. NTS
As Built Date
FINAL DESIGN L. ASSOC JEM
Revision Surveyed By Designed By
STEVENS CREEK
TRUNK SEWER PHASE I
STANDARD SEWER DETAILS
(SHEET 1 OF 2)
Sheet Of
TED MEB 3 6 18 120126
Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

GRAVITY SEWER MAIN & MANHOLE MARKER
SECTION VIEW
4'-6"
2'-6-
12* HOLE FILLED'
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)
GROUND ROD CLAMP
SECTION VIEW
1 6"�-- 12" MIN.
I TRACER
I CONNECT EACH TRACER WIRE TO GROUND
I ROD WITH GROUND ROD CLAMP WITH
STAINLESS STEEL SCREWS (SEE DETAIL ABOVE).
WRAP ALL XPOS D M TA
WITH
SEWER
LATERAL ♦ _ _ _ - -
C-
E E E L
RUBBER ELECTRICAL SPLICING TAPE.
NO. 12 GAUGE SOLID
��COPPER TRACER NARES (TYP.)
(SEE NOTES)
ALL VERTICAL WARE SHALL BE PLACED
IN 1" ID PVC CONDUIT
N0 12 GAUGE SOLID
(CO�PER
E NOTES
,SSEEWER ADDLE )TAP
FLOW
WRAP EACH TRACER WARE AROUND OUTSIDE
OF MANHOLE AND CONNECT TO GROUND ROD
SEWER MAIN
STEEL
SCREWS (TYP.)
SPLICE To
MAIN TRACER WARE
FOR NEW SEWER
NEW SERVICE ON EXISTING MAIN
MAGNESIUM ANODE (1 LB. MIN.)
REQUIRED WHERE NO TRACER
WIRE IS LOCATED ON SEWER MAIN
NOTES:
1. TRACER WIRE SHALL BE AWG NO. 12 GUAGE 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. TRACER WIRE SHALL BE PLACED IN CONDUIT WHEN NOT PLACED AT THE SEWER PIPE. (SEE
CLTWATER STD. DETAIL TS1) 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.
FLOW
NO. 12 GAUGE SOLID COPPER
TRACER WIRE (TYP.)
NEW SERVICE ON EXISTING MAIN
MAGNESIUM ANODE (1 LB. MIN.)
REQUIRED WHERE NO TRACER
WIRE IS LOCATED ON SEWER MAIN
LATERAL
WRAP TRACER WIRE
AROUND OUTSIDE OF
NO.12 GAUGE SOLID COPPER MANHOLE AND CONNECT
TRACER WIRE (TYP.) TO GROUND ROD
EXISTING
GRAVITY
MAIN
SERVICE CONNECTION zI
SECTION VIEW
wla
`wyli w
J
WI PER REHAB
0 i rDETAIL
n 0: 1
EXTEND TRACER WIRE M-�
JUST ABOVE CLEANOUT PLUG.
PROVIDE 24" NEATLY COILED -"
WARE IN BOX.
ALL VERTICAL WIRE SHALL BE PLACED-/
IN 1/4" OR 3/8" ID CONDUIT
SDR 9 PEX TUBING - ASTM F876 (TYP.)
NO. 12 GAUGE SOLID COPPER ¢
TRACER WARE (TYP.) MIN.
FASTEN TRACER WIRE TO PIPE
WITH ZIP TIES AROUND THE
CIRCUMFERENCE OF PIPE
AT 10' INTERVALS (TYP.)
VALVE BOX ASSEMBLY
(SEE CLTWATER STD.
DETAIL)
`STEEL REBAR
SIZE #3 OR #4
CONCRETE PAD
(SEE CLTWATER STD.
DETAIL)
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.
TAPE TRACER WARE TO PIPE WITH 2" WIDE PVC \
TAPE AROUND THE CIRCUMFERENCE OF PIPE
AT 10' INTERVALS (TYP.)
GRAVITY SEWER MAIN
PLAN VIEW
SPLICE
SEWER MAIN
FLOW
-ALL VERTICAL WIRE SHALL BE PLACED `NO. 12 GAUGE SOLID COPPER
IN 1" ID PVC CONDUIT TRACER WIRE (TYP.)
OUND ROD
MANHOLE
NOTES:
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
TRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 ET
SECTION VIEW
SEWER SEWER
MANHOLE FINISHED GRADE FINISHED GRADE f MANHOLE
SPLICE
CONDUIT
GRAVITY SEWER MAIN PIPE -
LESS THAN 8' DEPTH
TRACING WIRE SHALL GRAVITY SEWER MAIN GREATER THAN 8' DEPTH
BE ATTACHED TO PIPE TRACER WARE SHALL BE ATTACHED TO PIPE
AND PLACED AT A DEPTH OF 4 TO 5 FEET
DIRECTLY ABOVE SEWER PIPE
WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
- - (SEE CLTWATER STD. DETAIL) - -
- - - - - - - SEWER TRUNK-"',
LINE
r,
O
R
ANO. 12 GAUGE SOLID
COPPER TRACER
WIRE (TYP.)
VALVE BOX ASSEMBLY
(SEE CLTWATER STD. DETAIL)
CONCRETE PAD
(SEE CLTWATER
STD. DETAIL)
SEWER TRUNK
N0. 12 GAUGE SOLID COPPER LINE
TRACER WIRE (TYP.)1
STREET / ROADWAY
CURB
-- - - - - --
PLANTING STRIP
SIDEWALK
UFRIGHT-OF-WAY /
N0. 12 GAUGE SOLID COPPER EASEMENT LINE
A TRACER WIRE (TYP.)
�/- WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
(SEE CLTWATER STD. DETAIL)
NO. 12 rTRACER WIREE(�) COPPER
SEWER OUTFALLS SEWER MANHOLE- \-SEWER OUTFALL
�- NO SPLICE
------------
STREAM�.
�...�... �... STREAM
TRENCH DETAIL
PROFILE VIEW
TRACER WARE SHALL BE
CLASS B CONCRETE SPECIFICATIONS
STREET / ROADWAY
STREET VIEW - GRAVITY
SEWER TRACER WIRE
- - - - CURB
- - - - -
PLACED IN CONDUIT WHEN
SEWER SERVICE
- LATERAL -
5.5
- - - - - - - - - - - - - - - -
PLAN VIEW
14' TO 5'
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
PLANTING STRIP
SLUMP RANGE
-_-_-_-_-_-_-_-_-_-_---
- - - - - - - - - - -
CURB
- - -
- - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - -
- - -
CURB
- - - - - - - - - -
NEW SERVICE ON EXISTING MAIN
SIDEWALK
WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
LATERAL
NO. 12 GAUGE SOLID
NO. 12 GAUGE SOLID
COPPER TRACER
MAGNESIUM ANODE (1 LB. MIN.)
EACH HARE TO GROUND ROD
TRACER WIRE (TYP.)
COPPER TRACER
____T_ ­
SEWER
REQUIRED WHERE NO TRACER
VALVE BOX CLEANOUT
(SEE CLTWATER STD. DETAIL)
CONCRETE PAD
WARE (TYP.)
(SEE CLTWATER STD. DETAIL)
MANHOLE
WIRE IS LOCATED ON SEWER MAIN
CONCRETE PAD
(SEE CLTWATER STD. DETAIL) PROPERTY /
EASEMENT LINE
EASEMENT LINE
12"
T
(�•)
LOW
F~
4
mmmp
FLOW
JJ
??
EXIST. SEWER MAIN LINE
WTHOUT TRACER WIRE
SEWER MANHOLE
NO SPLICE SEWER MAIN
LINE
SPLICE
NO SPLICE SEWER MAIN
UNE
NOTES:
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
TRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 ET
SECTION VIEW
SEWER SEWER
MANHOLE FINISHED GRADE FINISHED GRADE f MANHOLE
SPLICE
CONDUIT
GRAVITY SEWER MAIN PIPE -
LESS THAN 8' DEPTH
TRACING WIRE SHALL GRAVITY SEWER MAIN GREATER THAN 8' DEPTH
BE ATTACHED TO PIPE TRACER WARE SHALL BE ATTACHED TO PIPE
AND PLACED AT A DEPTH OF 4 TO 5 FEET
DIRECTLY ABOVE SEWER PIPE
WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
- - (SEE CLTWATER STD. DETAIL) - -
- - - - - - - SEWER TRUNK-"',
LINE
r,
O
R
ANO. 12 GAUGE SOLID
COPPER TRACER
WIRE (TYP.)
VALVE BOX ASSEMBLY
(SEE CLTWATER STD. DETAIL)
CONCRETE PAD
(SEE CLTWATER
STD. DETAIL)
SEWER TRUNK
N0. 12 GAUGE SOLID COPPER LINE
TRACER WIRE (TYP.)1
STREET / ROADWAY
CURB
-- - - - - --
PLANTING STRIP
SIDEWALK
UFRIGHT-OF-WAY /
N0. 12 GAUGE SOLID COPPER EASEMENT LINE
A TRACER WIRE (TYP.)
�/- WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
(SEE CLTWATER STD. DETAIL)
NO. 12 rTRACER WIREE(�) COPPER
SEWER OUTFALLS SEWER MANHOLE- \-SEWER OUTFALL
�- NO SPLICE
------------
STREAM�.
�...�... �... STREAM
TRENCH DETAIL
PROFILE VIEW
TRACER WARE SHALL BE
CLASS B CONCRETE SPECIFICATIONS
STREET / ROADWAY
`SEE MANHOLE y
MINIMUM CEMENT CONTENT, SACKS PER
CUBIC YARD WITH ROUNDED COURSE AGGREGATE
- - - - CURB
- - - - -
PLACED IN CONDUIT WHEN
SEWER SERVICE
- LATERAL -
5.5
- - - - - - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
14' TO 5'
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
PLANTING STRIP
SLUMP RANGE
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
SEWER SERVICESEWER
MINIMUM STRENGTH - 28 DAY PSI
2,500
===mmmmmmmmilommmmol
===OF===
SERVICE
LATERAL
SIDEWALK
LATERAL
NO. 12 GAUGE SOLID
COPPER TRACER
N0. 12 GAUGE SOLID COPPER
WIRE (TYP.)
TRACER WIRE (TYP.)
RIGHT
____T_ ­
-OF -WAY /J CLEANOUT
EASEMENT LINE
VALVE BOX CLEANOUT
CLEANOUT
VALVE BOX ASSEMBLY
CONCRETE PAD
ASSEMBLY
(SEE CLTWATER I
(SEE CLTWATER STD. DETAIL)
(SEE CLTWATER STD. DETAIL)
STD. DETAIL)
PROPERTY /
CONCRETE PAD
(SEE CLTWATER STD. DETAIL) PROPERTY /
EASEMENT LINE
EASEMENT LINE
NOTES:
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
TRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 ET
SECTION VIEW
SEWER SEWER
MANHOLE FINISHED GRADE FINISHED GRADE f MANHOLE
SPLICE
CONDUIT
GRAVITY SEWER MAIN PIPE -
LESS THAN 8' DEPTH
TRACING WIRE SHALL GRAVITY SEWER MAIN GREATER THAN 8' DEPTH
BE ATTACHED TO PIPE TRACER WARE SHALL BE ATTACHED TO PIPE
AND PLACED AT A DEPTH OF 4 TO 5 FEET
DIRECTLY ABOVE SEWER PIPE
WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
- - (SEE CLTWATER STD. DETAIL) - -
- - - - - - - SEWER TRUNK-"',
LINE
r,
O
R
ANO. 12 GAUGE SOLID
COPPER TRACER
WIRE (TYP.)
VALVE BOX ASSEMBLY
(SEE CLTWATER STD. DETAIL)
CONCRETE PAD
(SEE CLTWATER
STD. DETAIL)
SEWER TRUNK
N0. 12 GAUGE SOLID COPPER LINE
TRACER WIRE (TYP.)1
STREET / ROADWAY
CURB
-- - - - - --
PLANTING STRIP
SIDEWALK
UFRIGHT-OF-WAY /
N0. 12 GAUGE SOLID COPPER EASEMENT LINE
A TRACER WIRE (TYP.)
�/- WRAP TRACER WIRE AROUND
OUTSIDE OF MANHOLE AND CONNECT
EACH WIRE TO GROUND ROD
(SEE CLTWATER STD. DETAIL)
NO. 12 rTRACER WIREE(�) COPPER
SEWER OUTFALLS SEWER MANHOLE- \-SEWER OUTFALL
�- NO SPLICE
------------
STREAM�.
�...�... �... STREAM
TRENCH DETAIL
PROFILE VIEW
TRACER WARE SHALL BE
CLASS B CONCRETE SPECIFICATIONS
`SEE MANHOLE y
MINIMUM CEMENT CONTENT, SACKS PER
CUBIC YARD WITH ROUNDED COURSE AGGREGATE
5.0
PLACED IN CONDUIT WHEN
MINIMUM CEMENT CONTENT, SACKS PER
CUBIC YARD WITH ANGULAR COURSE AGGREGATE
5.5
CONNECTION DETAIL
MAXIMUM WATER -CEMENT RATIO GALLONS
PER SACK
14' TO 5'
NOT PLACED AT SEWER PIPE
SLUMP RANGE
2" TO 4"
WARNING TAPE-
APE===
TRACER WIRE
MINIMUM STRENGTH - 28 DAY PSI
2,500
===mmmmmmmmilommmmol
===OF===
N0. 12 GAUGE SOLID
WARNING TAPE
COPPER TRACER
WIRE(TYP.)
N0. 12 GAUGE SOLID TRACER WIRE
_Q
COPPER TRACER SEWER
WARE (TYP.) PIPE
12"
T
LATERAL
FLOW
TRENCH WIDTH
4" NATIVE TOPSOIL RESTORED
TO ORIGINAL GRADE AND SEEDED
WITH WETLAND SEED MIXTURE.
IN UNDEVELOPED AREAS BACKFILL
REMAINING PORTION OF
TRENCH IN MAX 12" LIFTS
TO 95% MAX DENSITY.
BACKFILL TO 18" ABOVE PIPE
FOR A LENGTH OF 12" WITH
18" MIN III CLASS B CONCRETE SPECIFIED
r BELOW OR WITH WITH IMPERMEABLE
CLAY HAVING A SPECIFIC DISCHARGE OF
UNDISTURBED I I 1 1 X 10-5 CM/SEC OR LESS.
CID
.�. ANTI SEEP COLLAR SHALL EXTEND
..` A MIN. OF 18" ABOVE THE PIPE, 6"
" INTO UNDISTURBED TRENCH WALLS
12 MIN I- 7-17=71 i--r-r=T -1 i _ EACH SIDE AND 12" INTO UNDISTURBED
=I I I=I I I=I I I=I I I=I =I I I=I I TRENCH BOTTOM.
=1
1� BEDDING MATERIAL SHALL NOT BE INSTALLED
WHERE ANTI -SEEP COLLAR IS LOCATED.
NOTES:
1. EXISTING TOPSOIL SHALL BE REMOVED
STOCKPILED AND PROTECTED FROM
CONTAMINATION AND SHALL BE
REPLACED AS TOPSOIL AFTER UTILITY
INSTALLATION.
2. ANTI -SEEP COLLAR SHALL BE PLACED AT THE
DOWNSTREAM WETLAND BOUNDARY AND A
MIN. SPACING OF 150' UP THE GRADIENT UNTIL
THE UTILITY EXITS THE WETLAND BOUNDARY
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
3. ANTI -SEEP COLLARS MAY BE CONSTRUCTED WITH
COMPACTED CLAY, CLASS B CONCRETE, PVC
OR METAL COLLARS. WETLAND CROSSINGS THAT
ARE DIRECTIONALLY DRILLED AND PERPENDICULAR
WETLAND CROSSINGS THAT ARE OPEN CUT AND
LESS THAN 150' IN LENGTH DO NOT REQUIRE
ANTI -SEEP COLLARS.
4. CONTRACTOR SHALL PROVIDE
SUITABLE FORMING (TO BE REMOVED)
TO CONTAIN CONCRETE FOR PROPER
SHAPE AND DIMENSIONS. PROVIDE#4
BARS ® 12"OC EACH WAY.
5. ANTI -SEEP COLLAR MATERIAL AND
INSTALLATION SHALL BE APPROVED BY THE
ENGINEER PRIOR TO PLACING AND PRIOR TO
BACKFILLING.
6. CONSTRUCTION AND SEEDING IN WETLAND
AREAS SHALL BE IN ACCORDANCE WITH
STATE AND FEDERAL REGULATIONS AND
THE OWNER'S PERMIT REQUIREMENTS.
SPECIAL CONDITIONS FOR WETLAND AREAS
1. THE CONSTRUCTION CORRIDOR IS LIMITED TO
40' IN WIDTH AND MUST BE MINIMIZED TO THE
MAXIMUM EXTENT POSSIBLE
2. PRECONSTRUCTION CONTOURS TO BE RESTORED
3. STABILIZATION IS REQUIRED IMMEDIATELY ON
COMPLETION OF EACH INDIVIDUAL CROSSING.
4. RESTORATION TO INCLUDE SEEDING WITH ANNUAL
SPECIES FOR WET LOCATIONS (PERENNIALS
SUCH AS FESCUE PROHIBITED).
5. THE TOP 6" TO 12" OF THE TRENCH SHOULD
GENERALLY BE BACKFILLED WITH TOPSOIL FROM
THE TRENCH
6. EXCESS MATERIAL SHALL BE REMOVED TO
UPLAND AREAS UPON COMPLETION OF
UTILITY LINE.
ANTI -SEEP COLLAR DETAIL
CHARLOTTE CHARLOTTE WATER
W�TER CHARLOTTE, NORTH CAROLINA
7030700047-17-503
Job No. File No.
Scales
PLAN NTS
PROFILE
Hor. NTS
Vert. NTS
As Built Date
A 2 16 TED FINAL DESIGN L. ASSOC JM
No. Date By Revision Surveyed By Designed By
STEVENS CREEK
TRUNK SEWER PHASE I
STANDARD SEWER DETAILS
(SHEET 2 OF 2)
Sheet Of
TED MEB 3 6 18 121126
Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT
CLASS B CONCRETE SPECIFICATIONS
A)
MINIMUM CEMENT CONTENT, SACKS PER
CUBIC YARD WITH ROUNDED COURSE AGGREGATE
5.0
B)
MINIMUM CEMENT CONTENT, SACKS PER
CUBIC YARD WITH ANGULAR COURSE AGGREGATE
5.5
C)
MAXIMUM WATER -CEMENT RATIO GALLONS
PER SACK
6.8
D)
SLUMP RANGE
2" TO 4"
E)
MINIMUM STRENGTH - 28 DAY PSI
2,500
NOTES:
1. EXISTING TOPSOIL SHALL BE REMOVED
STOCKPILED AND PROTECTED FROM
CONTAMINATION AND SHALL BE
REPLACED AS TOPSOIL AFTER UTILITY
INSTALLATION.
2. ANTI -SEEP COLLAR SHALL BE PLACED AT THE
DOWNSTREAM WETLAND BOUNDARY AND A
MIN. SPACING OF 150' UP THE GRADIENT UNTIL
THE UTILITY EXITS THE WETLAND BOUNDARY
UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
3. ANTI -SEEP COLLARS MAY BE CONSTRUCTED WITH
COMPACTED CLAY, CLASS B CONCRETE, PVC
OR METAL COLLARS. WETLAND CROSSINGS THAT
ARE DIRECTIONALLY DRILLED AND PERPENDICULAR
WETLAND CROSSINGS THAT ARE OPEN CUT AND
LESS THAN 150' IN LENGTH DO NOT REQUIRE
ANTI -SEEP COLLARS.
4. CONTRACTOR SHALL PROVIDE
SUITABLE FORMING (TO BE REMOVED)
TO CONTAIN CONCRETE FOR PROPER
SHAPE AND DIMENSIONS. PROVIDE#4
BARS ® 12"OC EACH WAY.
5. ANTI -SEEP COLLAR MATERIAL AND
INSTALLATION SHALL BE APPROVED BY THE
ENGINEER PRIOR TO PLACING AND PRIOR TO
BACKFILLING.
6. CONSTRUCTION AND SEEDING IN WETLAND
AREAS SHALL BE IN ACCORDANCE WITH
STATE AND FEDERAL REGULATIONS AND
THE OWNER'S PERMIT REQUIREMENTS.
SPECIAL CONDITIONS FOR WETLAND AREAS
1. THE CONSTRUCTION CORRIDOR IS LIMITED TO
40' IN WIDTH AND MUST BE MINIMIZED TO THE
MAXIMUM EXTENT POSSIBLE
2. PRECONSTRUCTION CONTOURS TO BE RESTORED
3. STABILIZATION IS REQUIRED IMMEDIATELY ON
COMPLETION OF EACH INDIVIDUAL CROSSING.
4. RESTORATION TO INCLUDE SEEDING WITH ANNUAL
SPECIES FOR WET LOCATIONS (PERENNIALS
SUCH AS FESCUE PROHIBITED).
5. THE TOP 6" TO 12" OF THE TRENCH SHOULD
GENERALLY BE BACKFILLED WITH TOPSOIL FROM
THE TRENCH
6. EXCESS MATERIAL SHALL BE REMOVED TO
UPLAND AREAS UPON COMPLETION OF
UTILITY LINE.
ANTI -SEEP COLLAR DETAIL
CHARLOTTE CHARLOTTE WATER
W�TER CHARLOTTE, NORTH CAROLINA
7030700047-17-503
Job No. File No.
Scales
PLAN NTS
PROFILE
Hor. NTS
Vert. NTS
As Built Date
A 2 16 TED FINAL DESIGN L. ASSOC JM
No. Date By Revision Surveyed By Designed By
STEVENS CREEK
TRUNK SEWER PHASE I
STANDARD SEWER DETAILS
(SHEET 2 OF 2)
Sheet Of
TED MEB 3 6 18 121126
Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

THE FOLLOWING SCHEDULES SHALL BE USED FOR RESEEDING DISTURBED AREAL CONSTRUCTION SEQUENCE -
OUTFALLS EROSION & SEDIMENT CONTROL
1—CED
STEEP SLOPES OR POOR SOILS AND LOW MAINTENANCE
****** MIXTURE ********************* RATE (LB/ACRE)***************************************
TALL FESCUE 100
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING DATES
FALL
LATE WINTER
BEST _
AUG. 25 — SEPT. 15
FEB. 15 — MAR. 21
POSSIBLE M
AUG. 20 — OCT. 25
FEB. 1 — APR. 15
SEEDING NOTES
1. FALL IS THE BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING
OF KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE.
2. AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND SUBSTITUTE
BERMUDAGRASS AT 15 LB/ACRE. USE ONLY WHERE BERMUDAGRASS WILL NOT BECOME
A PEST AND ONLY UPON THE APPROVAL OF THE DIRECTOR OF ENGINEERING.
4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 AND AFTER AUG. 15, ADD 40 LB/ACRE RYE GRAIN.
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
NO FERTILIZER SHALL BE PLACED WITHIN TEN (10) FEET OF STREAMS.
MULCH
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF SUITABLE MULCHING
MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON
STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS
OF STRAW MAY BE USED WITH MECHANICAL SPREADERS.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF
WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
2—CED
GENTLE SLOPES, AVERAGE/GOOD MOISTURE RETENTION AND LOW MAINTENANCE
****** MIXTURE ********************* RATE (LB/ACRE)*****************************************
TALL FESCUE 80
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
SEEDING DATES
FALL
LATE WINTER
BEST _
AUG. 25 — SEPT. 15
FEB. 15 — MAR. 21
POSSIBLE M
AUG. 20 — OCT. 25
FEB. 1 — APR. 15
SEEDING NOTES
1. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE.
2. AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND INCREASE KOBE
LESPEDEZA TO 40 LB/ACRE.
4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE GRAIN.
5.IN WETLAND AREAS, RESEEDING/REPLANTING SHALL INCLUDE ENDEMIC PLANT SPECIES
SUCH AS SMARTWEED, FALSE NETTLE, CATTAIL SEDGE, SEDGES AND OTHER PLANTINGS AS
RECOMMENDED BY THE N.C. WILDLIFE RESOURCES COMMISSION AND THE N.C. DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES. PERENNIALS SUCH AS FESCUE ARE
PROHIBITED. TOP 6" TO 12" OF TRENCH TO BE BACKFILLED W/ ORIGINAL TOPSOIL FROM TRENCH
FERTILIZER
APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
NO FERTILIZER SHALL BE PLACED WITHIN TEN (10) FEET OF STREAMS,
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVILENT COVER OF SUITABLE MULCHING
MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON
STEEP SLOPES AS DIRECTED BY THE CONSTRUCTION DRAWINGS. NOTE: LESSER AMOUNTS OF
STRAW MAY BE USED WITH MECHANICAL SPREADERS.
MAINTENANCE
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILIZE AT END OF
WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING.
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
4, L; Perimeter dikes, swales, ditches, slopes
7 days
None
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
not steeper than 2:1, 14 days 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.
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.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP A ON—SITE PRECONSTRUCTION CONFERENCE WITH THE
INSPECTOR FROM THE NCDEQ TO DISCUSS EROSION CONTROL
MEASURES.
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS,
DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURES AS
SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES.
4. CALL FOR ON—SITE INSPECTION BY NCDEQ INSPECTOR.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN
ALL EROSION CONTROL DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL
MEET WITH NCDENR INSPECTOR PRIOR TO COMMENCING WITH
EACH PHASE OF EROSION CONTROL MEASURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. COORDINATE WITH NCDEQ INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES. MEASURES WILL NOT BE REMOVED
UNTIL AREAS ARE PERMANENTLY STABILIZED.
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

S i r 1'1I1t^T
WOVEN FILTER FABRIC
0
I
N
6' MAX.
GENERAL NOTES:
1. WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF—FASTENER ANGLE STEEL
TYPE.
3. TURN SILT FENCE UP SLOPE ENDS.
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
AREAS.
5. DRAINAGE AREA CANNOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
#467 COARSE AGGREGATE 6" DEEP.
EXTEND 25' EACH SIDE OF BANKS.
2
�1
STEEL POST
SURFACE FLOW DIVERSION
//"--
FILTER FABRIC
U_ m Q�
FLOW
N
ico
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT STREA
BACKFILL
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
TEMPORARY SILT FENCE
FILL WITH CMUD
STANDARD RIP RAP
ROCK
1 ft. min.
�PE
SIZED TO CARRY
NORMAL FLOW WHEN
FLOWING HALF FULL
USE DUCTILE IRON
CMP OR RCP ONLY.
6" #467 STONE
I I
I I RIP RAP
STD. DET. #29
I I
B B
NOTES:
1. SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER.
2. SPILLWAY LENGTH = BANK TO BANK WIDTH OF STREAM
OR AS SHOWN ON PLANS.
3. PIPE TO EXTEND COMPLETELY ACROSS PERMANENT
RIGHT OF WAY AND 1 ft BEYOND LIMITS OF RIP RAP.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
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
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
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.
""'^"' GRADE
NOTE: MINIMUM H=2/3
PIPE DIAMETER
PERMANENT STREAM CROSSING
r, ,, vvl STONE
LAYER OF FILTER FABRIC
SECTION B -B
(NOT TO SCALE)
CROSSING LOCATIONS
A16+25
A25+85
A26+65
A29+75
A34+55
A45+05
A64+35
C1+70
SURFACE FLOW DIVERSION
TEMPORARY STREAM CROSSING
SURFACE FLOW
DIVERTED BY SWALE
1�
I�
SEED AND MULCH W/-1 /
SURFACE BINDER
AGGREGATE BED OVER
GEOTEXTILE FILTER CLOTH
AGGREGATE APPROCH
1:5 (V: H) MAXIMUM SLOPE ON ROAD
SURFACE FLOW DIVERTED BY SWALE SURFACE FLOW
DIVERTED BY SWALE
J NEW ROAD
GEOTEXTILE FILTER CL ORIGINAL STREAM BSD
TEMPORARY FORD CROSSING
NOTES:
1. REMOVE THE STRUCTURE WHEN NO
LONGER NEEDED. (NOT TO EXCEED 1
YEAR).
2. AS A MINIMUM, DESIGN THE
STRUCTURE TO PASS 2 YEAR PEAK
FLOW WITHOUT OVERTOPPING.
3. ENSURE THAT DESIGN FLOW VELOCITY
AT THE OUTLET OF THE CROSSING
STRUCTURE IS NON—EROSIVE FOR
THE RECEIVING STREAM CHANNEL.
4. ADDITIONAL MEASURES MAY BE
REQUIRED BY THE EROSION CONTROL
COORDINATOR OR CITY ENGINEER
BASED ON SITE SPECIFIC CONDITIONS.
1/2 PIPE DIAMETER OR 12"
WICHEVER IS GREATER
RIP RAP
uwuvL.L.r� 1v AL -L. rirL. koL.L. Lj
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
STONE RIP -RAP
TOP OF BANK
:SS — 1-1/2 TIMES DIAMETER
GEST STONE OR 2' MINIMUM.
DNE SIZE SEE SPECIFICATIONS.
\`\��lCAPO
fll11111�//
: �0 CESS/6' - 4,
9
SEAL <
0 961 2
''�111111111�\`
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030700047-17-503
Job No. File No.
Scales
PLAN NTS
PROFILE
Hor. NTS
Vert. NTS
As Built Date
STEVENS CREEK
TRUNK SEWER PHASE I
EROSION CONTROL DETAILS
(SHEET 1 OF 3)
A 2/161 TED I FINAL DESIGNSheet Of
L. ASSOC JEM TED MEB 3/6/18 23 26
No. Date By Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

A CITY OF CHARLOTTE DEPARTMENT
A
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION 9" MIN. 1.5'
MIN.1
A L B
6' TYP.
FILL 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
2' MI
2' MIN COMPACTED BERM
CHECK DAM SPACING
FINIS
NATURq�
SILT FENCE )
(SEE NOTE 2
GROUND
CLASS B RIPRAP
iygT
CONSTRUCTION SPECIFICATIONS: 12" OF NCDOT #5 OR #57
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A
WIDTH AND DEPTH U�4 G
ROUND
WASHED STONE
FILTER FABRIC FOUNDATION.
OF DITCH TO BE DESIGNED
2.
KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL 2'7
BY ENGINEER (18" MIN)
GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
24" MAX.
3.
EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER
AT CENTER
FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
4.
SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP FILTER CLOTH
NOTE:
OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5.
PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW
1. DITCH SHOULD HAVE
LONGITUDINAL SLOPE OF 1%.
THAT COULD CAUSE EROSION. 4' TO 6'
-
6.
MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM
2. SILT FENCE MAY BE
REQUIRED BEHIND BERM
IS STABLE. SECTION VIEW A—A
7.
ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES
BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
DISPLACED STONES. FROM CUTTING AROUND THE DAM.
STONE CHECK DAM
TEMPORARY
SILT DITCH
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
NOTES
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION
1. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
ENTRANCE.
2. TURNING RADIUS SUFFICIENT TO
�pP�
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
���G
ACCOMMODATE LARGE TRUCKS IS TO BE
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
QJ
PROVIDED.
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
S 0
3. ENTRANCE(S) SHOULD BE LOCATED TO
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
'y/N
PROVIDE FOR MAXIMUM UTILITY BY ALL
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS.
CONSTRUCTION VEHICLES.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.
4. MUST BE MAINTAINED IN A CONDITION
WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
WHICH WILL PREVENT TRACKING OR
INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
"
DIRECT FLOW OF MUD ONTO STREETS.
6 MIN �F,
PERIODIC
DI C TOPDRESSING WITH STONE
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION
P�'
SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY STREET WITH AN EXISTING SIDEWALK TO REMAIN
WILL NECESSARY; KEEP SOME HANDY.
OPEN DURING CONSTRUCTION.
J�
5. ANY MATERIAL WHICH STILL MAKES IT
, !�
ONTO THE ROAD MUST BE CLEANED UP
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
COARSE AGGREGATE '\`L
IMMEDIATELY.
2-3"
6. CONTRACTOR SHALL INSTALL AT LOCATIONS
WHERE FREQUENT ACCESS WILL BE NEEDED.
THIS INCLUDES STOCK PILE AND BORE CROSSING AREAS.
100' MIN.
NOTES: APPLICABLE AT ALL POINTS OF
PUBLIC STREET
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
EXISTING GROUND SOIL STABILIZATION FABRIC
N CA
UNDER 2-3" OF WASHED STONE
\�� C . o
�S SIO'••//�, /�
O�•l
1 `
'Q�
EX. CONIC.
'
100' MIN. DRIVEWAY APRON
¢ SEAL <
WITH SIDEWALK AT
_
BACK OF CURB
0 961
RETAINED DURING
TEMPORARY CONSTRUCTION
ENTRANCE/EXIT
2\
�C�
CONSTRUCTION.)
CC
Q
Z 100,
W
f,
REQ �`�\���3�'�Z`''►
N
ii
0 U
J
m
D
a
CHARLOTTE CHARLOTTE
WATER
W6TER
CHARLOTTE, NORTH CAROLINA
7030700-503
STEVENS CREEK
Jobb No. No. File No.
Scales
TRUNK SEWER PHASE I
PLAN NTS
STABILIZED CONSTRUCTION ENTRANCE
PROFILE
Hor. NTS
EROSION CONTROL DETAILS
Vert. NTS
(SHEET 2 OF 3)
As Built Date
Of
A 2/16 TED
FINAL DESIGNSheet
L. ASSOC JEM TED
MEB 3/6/18 24 26
No. Date By
Revision Surveyed By Designed By Drawn By
Project—Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

A CITY OF CHARLOTTE DEPARTMENT
TEMP.
STONE
DITCH
CHECK
SN�p. NOTES:
P PMEN�
USE CLASS 'B' EROSION CONTROL STONE FOR
STRUCTURAL STONE.
THE ENGINEER MAY DIRECT THE OPTION OF
CLASS "A" STONE FOR SITES HAVING LESS THAN
4' MAX. 8' MAX. PLACE POST
AT LOW POINTS
ONE (1) ACRE DRAINAGE AREA AND A DITCH
EDGE OF
STRUCTURAL STONE
PAVEMENT GRADE LESS THAN 3%.
5' MIN. 18"
�
G1• USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
1' i N. 1 �3:
SEDIMENT
��� OQ�' CONTROL. PLACE SEDIMENT CONTROL STONE
5
CONTROL STONE
5� AS DIRECTED BY THE ENGINEER.
5 MIN.�,OQ�
?'1 5' MAX. 2'
STRUCTURAL STONE
ELEVATION
COARSE AGGREGATE
1 S S�Op
Z• F
BACK
SLOPE
2-3"
v�
3
8'
n� LINE OF POST
Mqk 18" z pW
O 0
12"
ISOMETRIC VIEW
BEYOND
,1
II SUPPORT WIRE
FILTER FABRIC
PROFILE SECTION
1' MIN.NATURAL GROUND
/r
POST 18"
SLOPE_ POST
MN6�1
9 TYPICAL
COMPACTED 14LASS A STONE
STRUCTURAL STONE OVERFILL 6"
DESIGN FOR SETTLEMENT
MD
TEMPORARY GRAVEL DIVERSION DITCH FOR VEHICLE CROSSING
SETTLED TOP 2 MIN.
dt-
2•� II
MIN. MIN.
T.,
CROSS SECTION
If
5' MAX. FILL EMERGENCY
VEE DITCH
BY—PASS 6"
4"
BELOW SETTLED
WEIR LENGTH TOP OF DAM
SECTION A — A
PLUS 5 FEETNATURAL
NATURAL GROUND
GROUND
1' MIN.
FOR POOR DEFINED CHANNELS
CROSS SECTION
A�
' MIN
NOTES:
COMPACTED SOIL I
2' MINS{
USE CLASS 'B' EROSION CONTROL STONE FOR STRUCTURAL STONE.
CROSS SECTION
TRAPEZOIDAL DITCH
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL.
MPX
DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF THE TRAP AREA. PROVIDE A
2. 7 2:1
TOTAL SEDIMENT STORAGE VOLUME OF 1800± CUBIC FEET PER ACRE OF DISTURBED
'yq,� 18" MIN FLOW
AREA. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY OTHER UP OR
BASE OF DITCH
��
DOWNSTREAM CONTROLS.
4' MAX.
AN UNDERLAY OF STRUCTURAL STONE WITH FILTER FABRIC MAY BE REQUIRED BY
12" 12" MIN.
i
THE ENGINEER.
SEDIMENT
IFTRAP
A
6' TYPICAL
FLOW
PLAN
DRAINAGE AREA WEIR LENGTH
(ACRES) (FT)
6.0
-� I' 4-6"
REINFORCED STABILIZATION OUTLET
TEMPORARY EARTHEN DIVERSION DITCH
3
TYPE
-------
4 10.0
SILT BASIN 12" THICK SEDIMENT
5 12.0
CONTROL STONE
ELEVATION VIEW
TEMPORARY ROCK SEDIMENT DAM TYPE 'B'
TEMPORARY ROCK SILT CHECK TYP 'B'
3'-0"
BACKFILL 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.)
BASE OF DITCH FORPLANTS
—V— DITCH >
7
30 IN
STAKE ALONG TOE OF
HERBACEOUS
(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
SPECIFICATIONS
BASE OF DITCH
EROSION CONTROL MATTING
FOR FLAT
TOE OF SLOPE
SCOUR LINE 1•
BOTTOM DITCH
�Q�G
TOP OF DITCH SLOPE
STONE RIP—RAP
O
PLAN
KEY IN EROSION CONTROL MATTING
FILTER FABRIC, MIRAFI
160N OR EQUAL
TOP OF DITCH SLOPE
FOR A DEPTH OF 1 FT
PER MANUFACTURER'S RECOMMENDATIONS
O
`����►Illl111oi
��(N CA�q®e
NOTES:
1 Q •. /�
NOTES:
,•O��S.S�O %
" 1. DETAIL 2 IS FOR MINOR STREAMS OR DRAINAGE FEATURES OUTSIDE
24 MIN \ a �`L MECKLENBURG COUNTY S.W.I.M. BUFFERS. ¢ SEAL
OTHERWISE
NOTED ON PLANS.
1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 IN DEEP INITIAL ANCHORCQ
TRENCH. BACKFILL TRENCH AND TAMP EARTH FIRMLY.
_ —
0 961 2
BASE OF DITCH FLOW LINE
LENGTH IN FEET EQUALS rMCE THE WIDTH
MINIMUM BASE OF DITCH FLOW LINE
2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
, ���
y
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 IN
CENTERS.
oz
4. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12 IN
RE�\����`�\3���2�;1
N
OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN CENTERS.
CREEK BED
5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
CLASS 1 RIPRAP MINIMUM OF 24" THICKNESS
WITH THE SOIL — DO NOT STRETCH.
FOR STONE SIZE SEE SPECIFICATIONS.
6. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD AND
FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE YARD.
7. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12 IN X 6 IN TERMINAL
R L O T T E CHARLOTTE WATER
ANCHOR TRENCH (MIRROR IMAGE OF INITIAL TRENCH).
/CHARLOTTE
�H�A
�/ �/ 6T E R CHARLOTTE, NORTH CAROLINA
ELEVATION
STREAMBANK STABILIZATION DETAIL J2
SILT BASIN TYPE 'B'
EROSION CONTROL MATTING DETAIL
7030Job 4No. -503 File No. STEVENS CREEK
Scales
TRUNK SEWER PHASE I
PLAN NTS
PROFILE
Hor. NTS
EROSION CONTROL DETAILS
Vert. NTS
(SHEET 3 OF 3)
As Built Date
Of
A 2/16 TED FINAL DESIGNSheet
L. ASSOC JEM TED MEB 3/6/18 25 26
No. Date By Revision
Surveyed By Designed By Drawn By Project—Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

A CITY OF CHARLOTTE DEPARTMENT
8'
5/8" LAG BOLTS
/
9.
1 0 l
--
8" x 8"
x 8' PRESSURE
_ 9"
TREATED
POST INSTALLED28"
14'- 5 PANEL STEEL FARM
LONG 5/16"
c�
W --
=
--
3' IN GROUND (TYP.)
LINK CHAIN
.150" 5"
GATE, W/ 2" TUBING, 16GA,
1"
SEE FENCE
DETAILS
9"
- -
�5"�
X X
X X j
X X X
X
VARIES
5" SQUARE POST
EXISTING NATURAL GRADE
i
i
iV
1.9"
10'-12' 4 -RAIL
PVC FENCE
.09" -FT .065" 1.5"
7#457ONE
�5.5"
1 1/2" x 5 1/2" RAIL
(TYP.)
0
0 0
NOTES:
1. NO PADLOCK REQUIRED. GATE SHALL BE PROVIDED WITH
CHAIN
0
LATCH.
o
15/8-
2. ALL HARDWARE SHALL BE GALVANIZED STEEL.
0
OUTSIDE CAP
AG
o
BOLTS
FENCE GATE DETAIL
EXISTING NATURAL GRADE
10'-12' 4 -RAIL
PVC GATE
NOTES:
1. FENCE FABRIC: WARE SHALL BE ZINC COATED, GALVANIZED AFTER
DOME
TOP RAIL
BRACE RAIL
CHAIN LINK FABRIC (L UNE POST (3) STRANDS OF BARBED WIRE
WEAVING (GAW) 1.2 OZ SQ. FT. CLASSI, HELICALLY WOUND AND
CORNER
POSTER 1.66" (42.2MM)(1 �")
1.66" (42.2MM)
MESH GA 45' B/W ARM EA CONSISTING OF 2 STRAND
WOVEN 6' FABRIC WITH 2" DIAMOND MESH, 9 GAUGE W/ CORE
ARM
(1 �») OD
PER SPECIFICATIONS LINE WIRE W/ 4 BARBS
DIAMETER OF 0.148" AND BREAK LOAD OF 1290 LBF. SELVAGE OF
(OPTIONAL)
FABRIC SHALL BE TWISTED AT TOP AND KNUCKLED AT BOTTOM.
END POST
2• STEEL FENCE FRAME MEMBERS: STEEL PIPE - TYPE 1, SCHEDULE
NoA
40, HOT DIPPED GALVANIZED WITH MINIMUM AVERAGE 1.8 OZ/ SQ.
"v
FT. OF COATED SURFACE AREA. END, GATE, AND CORNER POST
LENGTH VARIES (15' MAX.)
2.875' OD, 5.79 LBS/FT. LINE POST 2.375" OD, 3.65 LBS/FT. TOP
RAIL AND BRACES 1.660" OD, 2.27 LBS/FT.
14 GUAGE WIRE
TENSION BANDL
�
3. SWING PERSONNEL GATES: GALVANIZED FRAMEWORK; WELDED
12" O.C. 305MM
E
TENSION
w
1-5/8" OD GATE FRAME, WEIGHT - 2.27 LB/FT; 6' FABRIC, GAUGE
C3
BAR
=
9, 2" DIAMOND MESH; 3" OD GATE POSTS, WEIGHT - 5.79 LBS/FT.
BRACE BAND
m z
USE OF CORNER FITTINGS IS NOT PERMITTED.
4'-0"
6'-0"
a
LINE
POST TIE
HOG
12" OC a
0
4.DOUBLE PANEL SWING GATE: GALVANIZED FRAMEWORK; WELDED 2"
z
RING
18" OC w
o a.
OD PIPE, WEIGHT - 2.27 LB/FT, 6' FABRIC, GAUGE 9, 2" MESH; 4"
o
w
OD GATE POSTS, WEIGHT 9.10 LBS/FT. USE OF CORNER FITTINGS IS
v
NOT PERMITTED.
ADJUSTABLETRUSS ROD
TENSION WIRE -/5.
ALL GATES SHALL HAVE DIAGONAL BRACING USING 3/8"
/
(9 5MM) DIA.
° 7 GAUGE
4 BOTTOM SELVAGE °
ADJUSTABLE TRUSS RODS.
KNUCKLED
TRUSS ROD
ADJUSTING UNIT
TRUSS ROD
ADJUSTING UNIT
6. FITTINGS: MEET ASTM F 626, ALL GLAVANIZED, 6" TOP RAIL
STEEL STUDDED T POST
SLEEVES, 7 GA GALVINIZED STEEL TENSION WARE, ALL NUTS AND
i o
(3 -STRAND) - 1.33L6/FT
BOLTS SHALL BE GALVINIZED, TENSION BARS 3/16" x 3/4". BARBED
*3
(TYP)
WIRE; GLAVANIZED COATED ASTM A-121 TYPE Z - CLASSWITH
10'-0" O.C. MAXIMUM
0.80 OZ/SF ZINC COATED WIRE - DESIGN #12- 4-5-14R, DOBLE
FENCE POST TO BE EQUALLY SPACED
FOOTINGS: DIA. (4X) POST DIA, MIN 3'-0 (914MM)
STRAND, 12-1/2 GAUGE, TWISTED LINE WIRE WITH, 4 POINT BARBS,
TYPICAL FENCE SECTION
SPACED 5'' OC W/ 3 STRANDS. PRESSED STEEL ARMS BARBED WIRE
SUPPORT ARMS W/ 3 ATTACHMENT ROWS.
7. VERTICAL AND HORIZONTAL MEMBERS MAXIMUM 8' O.C.
I I I I IR
OPENING
(FACE TO FACE)
OPENING
(FACE TO FACE)
N
\��� '( ® i�
G
�S SAO °••% /�
1
O�•l
0 'vy'•,
3 STRAND
BARBED WIRE
WHERE REQ'D
DOME CAP 3 STRAND
BARBED WIRE
TERMINAL/ WHERE REQ'D
POST TOP RAIL
W I G G I N S PROPERTY FENCE
REPLACEMENT
_ ¢ SEAL _
0 961
GATEPOSTGATE
TOP RAIL
� EE�•�
I
I1�I%
TENSION
No
��
CHAIN LINK FABRIC
�/I�IRE�
CHAIN LINK FABRIC
BAR BANDS AT
�� PER HSPECIFICATIONS
MESH
GA
12" INTERVALS
PER SPECIFICATIONS
BAR BANDS
BRACE RAIL
BRACE RAIL
1-7/8" O.D.
(48.3MM) FRAME
LATCH
/8 -TRUSS ROD
LATCH
CHARLOTTE
CHARLOTTE WATER
TENSION BAR
=
W6TERCHARLOTTE,
TENSION BAND
TENSION BAR
DROP
I-7/6" O.D.
NORTH CAROLINA
HINGE
3/8" TRUSS ROD
ROD
(48.3MM) FRAME
BOTTOM TENSION WIRETRUSS
HINGE
R
BOTTOM TENSION WIRE
TRUSS ROD
ADJUSTING UNIT
ADJUSTING
UNIT
7030700047-17-503
STEVENS CREEK
Job No. File No.
aScales
FOOTINGS: DIA. (4X)
�O
TRUNK SEWER PHASE l
CID
POST DIA. MIN.
PLAN NTS
`_-- FOOTINGS: DIA. (4X) I ° , 3'-0" (914MM) N
11
POST DIA. MIN.
�r
PROFILEHor.
3'-0" (914MM)
NTS
FENCE DETAILS
Vert. NTS
GATE PLAN
TYPICAL DOUBLE SWING GATE
As Built Date
Of
A
2/16 TED FINAL DESIGNSheet
L. ASSOC JEM
TED MEB 3/6/18 26 26
No.
Date By Revision
Surveyed By Designed By Drawn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT