wq0039557_Fast Track Sewer App Plans_20180412

SITE AND DEVELOPMENT DATA
JURISDICTION
CITY OF MONROE, NC
TAX PARCEL(S):
09147001, 09147006, AND 09147007
SITE ADDRESS:
2112 MORGAN MILL ROAD
ZONING
G-1, R-20, AND R-10
PROPOSED ZONING
G-1, R-20, AND R-10
USE CLASSIFICATION
COMMERCIAL
TOTAL AREA
9.51 ACRES ON SITE
SEWER PROFILE
C-3.0
MINIMUM FRONT SETBACK
50'
MINIMUM CORNER/SIDE SETBACK
N/A
MINIMUM REAR SETBACK
N/A
CONSTRUCTION SPECIFICATIONS
DISTURBED AREA
0.27 ACRES OFF SITE - 0.28 ACRES ON SITE
2
E
DATE
G L
E
E
10.10.17
12.20.17
H E E R � H
G
2013A Van Buren Avenue P.O. BOX 551
Indian Trail, NC 28079 Alpharetta, GA 30009
[phone] [phone]
www.eagleonline.net
PROJECT ENGINEER: JOHN H. ROSS
STREET ADDRESS:
CITY, STATE, ZIP
PHONE:
FAX:
PREPARED FOR:
STREET ADDRESS:
CITY, STATE, ZIP:
PHONE:
ly AV
2013A VAN BUREN AVENUE
INDIAN TRAIL, NC 28079
704.882.4222
704.882.4232
JAMES RIVER EQUIPMENT
11047 LEADBETTER ROAD
ASHLAND, VA. 23005
[phone]
[phone]
NO.
DATE
BY
ISSUE
1
2
10.10.17
12.20.17
JWG
SAP
PER COM COMMENTS
ADDED LATERAL
JAMES RIVER EQUIPMENT
o�� NCA
RD%L'
EAGLE 9 a
n ENGINEERING, Z
m INC. O
No. C-0873
/C, �O�\
ipr _ OF A01
Know what's below.
0111 before you dig.
CALL 1.800.632.4949 OR 811
WWW.NC811.ORG
NC ONE -CALL CENTER
ITS THE LAW!
CONSTRUCTION PLANS
2112 MORGAN MILL ROAD, MONROE, NC. 28110
CITY OF MONROE PROJECT #18-82
DB/PG
CITY 0
N
w E e
09143033
DB/PG: 6607 / 833
JRE MONROE RE LLC
09143007H
DB/PG: 5571 / 234
EUGENE ZEB MYERS
TRUSTEE
0091430071 S/
DB/PG: 6917 / 773
CITY OF MONROE 1
09143032
DB/PG: 5571 / 234
EUGENE ZEB MYERS
TRUSTEE
09143007R
917/761 s�A
F ONROE
09147002\ a
�" 09147004
LEROY CANNON C DB/PG: 5248 / 270
reLp RONALD R. PERKINS
09147003
DB/PG: 66271860
�O JRE MONROE RE LLC
VICINITY MAP
NOT TO SCALE
EEI Project Number: 5466
SHEET LIST
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
Existing Conditions
C-2.0
SEWER PLAN
C-2.1
SEWER PROFILE
C-3.0
SEDIMENT & EROSION CONTROL
C-4.0
DETAILS
C-5.0
CONSTRUCTION SPECIFICATIONS
EEI Project Number: 5466

10
Site
Vicinity Map
NOT TO SCALE
11 MISCELLANEOUS NOTES
_jj
BOUNDARY, TITLE AND PHYSICAL INFORMATION IS TAKEN FROM AN
ALTA/ACSM SURVEY PREPARED BY JAMES MAUNEY & ASSOCIATES
ON 8/19/15. THIS MAP IS NOT INTENDED TO CERTIFY TO THE
LOCATION OF BOUNDARY / TITLE LINES NOR EASEMENTS AND/OR
RESTRICTIONS OF RECORD.
ELEVATION DATUM IS REFERENCED TO NAVD 88.
CONTOUR INTERVAL - ONE FOOT.
AT THE TIME OF THE TOPOGRAPHIC SURVEY THERE WERE NO TREES
ON SITE AT OR ABOVE 24" DBH.
DEED REFERENCE: AS SHOWN.
ALL ADJOINER PROPERTY OWNER INFORMATION IS TAKEN FROM
CURRENT DEEDS AND TAX RECORDS AND ARE CONSIDERED "NOW
OR FORMERLY".
OTHER UNDERGROUND UTILITIES MAY EXIST BUT THEIR LOCATIONS
ARE NOT KNOWN.
THIS TOPOGRAPHIC SURVEY IS OF AN EXISTING PARCEL OR
PARCELS OF LAND.
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL
FLOOD HAZARD AREA AS SHOWN ON F.E.M.A. FLOOD INSURANCE
RATE MAP NO. 3710544500J, EFFECTIVE DATE OCTOBER 16, 2008.
LEGEND OF SYMBOLS & ABBREVIATIONS
EIP EXISTING IRON PIPE
EIR - EXISTING IRON REBAR
NIR - NEW IRON REBAR
S.T. - SIGHT TRIANGLE
M.B.S. - MINIMUM BUILDING SETBACK
P. S.D.E. - PUBLIC STORM DRAINAGE EASEMENT
S.S.E. - SANITARYSEWER EASEMENT
SSMH - SANITARY SEWER MANHOLE
R/W - RIGHT OF WAY
P.S.S.E. - PRIVATE SANITARY SEWER EASEMENT
GPUE - GENERAL PUBLIC UTILITY EASEMENT
C.P. - COMPUTED POINT
ECM - EXISTING CONCRETE MONUMENT
E.P.K. - EXISTING P.K. NAIL
& HANDICAPPED PARKING
® TRANSMISSION TOWER
UTILITY POLE
- - - —GA& - - —GAA - UNDERGROUND GASLINE
P -OH - OVERHEAD UTILITY LINE
____Ss_ SANITARY SEWER LINE
Q SANITARY SEWER MANHOLE
FIRE HYDRANT
wv
WATER VALVE
® WATER WELL
■ YARD INLET /AREA DRAIN
RAILROAD TRACK
® MONITORING WELL
❑E - ELECTRIC BOX/TRANSFORMER
- CURB INLET
- - —SD - STORM DRAIN
- - -w WATER LINE
xx- FENCE LINE
ZONING LINE
T-LfG TAJG- UNDERGROUND TELEPHONE
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ZONING INFORMATION
ACCORDING TO THE OFFICIAL CITY OF MONROE ZONING MAP DATED SEPTEMBER 2008.
THE SUBJECT PROPERTY IS ZONED "GI" BECAUSE THERE MAY BE A NEED FOR
INTERPRETATION OF THE APPLICABLE ZONING CODES, WE REFER YOU TO THE CITY OF
MONROE PLANNING AND DEVELOPMENT DEPARTMENT. [phone].
11 UTILITY NOTES
THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE
GROUND APPURTENANCES ONLY. THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND
PLANS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. THIS SURVEYOR MAKES
NO GUARANTEE THAT THE UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THERE IS NO CERTAINTY OF THE ACCURACY OF
THE INFORMATION AND IT SHALL BE CONSIDERED IN THE LIGHT BY THOSE USING THIS SURVEY.
UTILITIES AND STRUCTURES NOT SHOWN MAY BE ENCOUNTERED. THE OWNER, HIS
o CONSULTANTS AND HIS CONTRACTORS SHALL HEREBY DISTINCTLY UNDERSTAND THAT THIS
I" --- \ SURVEYOR IS NOT RESPONSIBLE FOR THE SUFFICIENCY OF THE UNDERGROUND UTILITY
INFORMATION PROVIDED HEREON, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
\ ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PARCEL ID: 09143033 \EXISTING PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
METAL POST
PLYLER COMMERCIAL
INVESTMENTS, LLC \\ so
DB 5538, PG 81 (TRACT 9) \ O
STOOP
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z M - Co 2126 MORGAN MILL ROAD m� CALL 1.800.632.4949 OR 811
GRAVEL AREA ZONED: G-1 ���,
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NC ONE -CALL CENTER
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PARCEL ID: 09147001
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15,759 SQ. FT. OR 0.362 ACREh�G - \� \
DB 6553, :PG 394
ZONED:' -
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AREA:
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AMANDA CONSTANCE MORALES 18" RCP CLAYBORN LEE WRIGHT
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PRIVATE
UTILITY EASEMENT
(PARCEL 09147001) SSM 4 (R ISED MANHOLE)
STA: +19.9
RIM: 67.77
INV UT:55 .35
565 - - 565
EX. ROUND
SL POLK ROAD /
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PARCEL ID: 09145002 I PARCEL ID: 09145001
SANTOS LOPEZ MARIREZ I AMANDA CONSTANCE MORALES c�
DB 6820, PG 259 I DB 5943, PG 883
I I #2016 MORGAN MILL ROAD #2018 MORGAN MILL ROAD
ZONED: R-20 I ZONED: R-20
SSMH 1 (PUBLIC) I I EX. POWER POLE I PARCEL ID: 09147002
STA:0+78.06 I & GUY WIRE I
I LEB 02 CANNON
RIM:537.97 D
7, PC 334
INV IN:534.02
INV OUT:533.82 I I ,I #2102 MORGAN MILL ROAD
- - - - - - 547- I ZONED: R-20
EX. CURB & GUTTEj I PROP. TEMPORARY I \
SIL-T"FENCESSMH 2 (PRIVATE)
- - - - - - - - - - 548 I` \ I' STA:3+31.82
✓ ( ' 549 I i / ,� RIM:551.19
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INV IN:543.01 I
_550- e I I I INV OUT:542.81
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Cp (PUBLIC) l co LIMITS OF DISTURBANCE I A o j ; TOTAL AREA 0.55 AC. \
j- /�I / TOTAL AREA = 0.55 AC. I D ole' \
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/ //' PARCEL ID: 09147007 UTILITY EASEMENT=nLOD a_.� LJ
LOD IgD �� LOD �..
/ HORTON & CO INC. I LJ LJ
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CREEKRIDGE DRIVE PARCEL ID: 09147006
ZONED: R-10 CLAYBORN LEE WRIGHT n Cf)I 234.63' of 8 , " PVC @ 2.72% (PRIVATE)
I AND WIFE, MILDRED T. WRIGHT app� / � ao;LI aQo�S.L. POLK ROAD - (q�� ].o
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I oO E . CONC. DRIVE ZONED: R-10
Wr SSMH 4 (PRIVATE)
' N y I I I I STA:6+19.99
EX.SSMH �,
00 rrl PROP. TEMPORARY
INV OUTRIM:567.77
EX. HOUSE I :553.35
I STA:0+00.00 c�„i Oo O I I \ SSMH 3 (PRIVATE) SILT FENCE
RIM:535.66
INV IN:529.76 _ I STA:3+85.36
EX. INV OUT:529.56 G)c7 r y I RIM:553.22 I N52°5701 "W
I EX. 8" PVC 1.00 % ! , I INV IN:546.96 116.22'
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@ oo O I INV OUT:546.76 PARCEL ID: 09147001 ZONING LINE
c,4rte- I I M&L HARRINGTON, LLC ONLY,
D I DB6090, PC 00 17
ZONED: R-20Ln
GRAPHIC SCALE
0 30' 60'
( IN FEET )
1 inch = 30 ft.
1. GROUND COVER EXPOSED SLOPES SHALL BE APPLIED WITHIN 14 WORKING DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
SHALL BE APPLIED WITHIN 154 WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS SOONER. SLOPES
LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION
2. NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO INSTALL EROSION CONTROL
MEASURES, MAY COMMENCE PRIOR TO APPROVAL BY THE ENGINEERING DIRECTOR OF CERTIFICATION
FORM 1-01.
3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE CONDITIONS.
4. CONTACT THE CITY OF MONROE ENGINEERING DEPARTMENT, AT 704-282-4515, FOR A PRECONSTRUCTION
MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
5. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE IS FULLY
STABILIZED AND APPROVAL HAS BEEN OBTAINED FROM THE CITY OF MONROE ENGINEERING
DEPARTMENT.
6. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE CITY OF
MONROE STANDARD SPECIFICATIONS AND DETAIL MANUAL, AND THE NCDENR
EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION.
7. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE EROSION
CONTROL SPECIALIST PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL MEASURES.
8. SITE GRADING IS TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY LAND
DISTURBING ACTIVITY > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY
REQUIRE ENFORCEMENT BY NCDENR.
9. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS PER THE CITY OF
MONROE MUD ORDINANCE, TITLE VII, PARAGRAPH 71.20.
10. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO
PREPARED THE EROSION CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFICATION
AND LOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT
STREAMS AND BUFFERS SHOWN ON THE PLANS.
11. THE CITY OF MONROE IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE
DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH SHALL BE CONFIRMED AND CORRELATED
AT THE JOB SITE. THE CITY OF MONROE, THROUGH THE APPROVAL OF THIS DOCUMENT,
ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF THIS
DOCUMENT.
12. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE
WORK IS COMPLETED.
13. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OFA LAND DISTURBING
ACTIVITY> ONE ACRE IS REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS WELL
14. AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE PROJECT, IS REQUIRED.
CITY OF MONROE EROSION CONTROL NOTES
1. GROUND COVER - SEE REQUIREMENTS OF NCGO10000
2. PERMANENT GROUND COVER - SEE REQUIREMENTS OF NCG010000
3. NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO INSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO
APPROVAL BY THE ENGINEERING DIRECTOR OF CERTIFICATION FORM 1-101.
4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE CONDITIONS.
5. CONTACT THE CITY OF MONROE ENGINEERING DEPARTMENT AT 704-282-4515 FOR A PRE -CONSTRUCTION MEETING PRIOR TO ANY LAND
DISTURBING ACTIVITY.
6. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL HAS BEEN
OBTAINED FROM THE CITY OF MONROE ENGINEERING DEPARTMENT.
7. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE CITY OF MONROE STANDARD SPECIFICATIONS AND DETAIL MANUAL, AND
THE NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION.
8. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING EACH
PHASE OF EROSION CONTROL MEASURES.
9. SITE GRADING IS TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY LAND DISTURBING ACTIVITY > 1 ACRE REQUIRES
COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER
ACT AND MAY REQUIRE ENFORCEMENT BY NCDENR.
10. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS PER THE CITY OF MONROE MUD ORDINANCE, TITLE VII, PARAGRAPH 71.20.
11. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO PREPARED THE EROSION CONTROL PLAN IS SOLELY
RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS AND BUFFERS m
SHOWN ON THE PLANS.
12. THE CITY OF MONROE IS NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF THE DESIGN, DIMENSIONS AND ELEVATIONS, WHICH SHALL BE m
CONFIRMED AND CORRELATED AT THE JOB SITE. THE CITY OF MONROE, THROUGH THE APPROVAL OF THIS DOCUMENT, ASSUMES NO
RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT.
13. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
14. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY >ONE ACRE IS REQUIRED TO
SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS WELL AS DOCUMENTATION OF INSPECTIONS AFTER EACH PHASE OF THE PROJECT IS
REQUIRED.
15. ANY OFF-SITE BORROW OR WASTE REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM
DEMOLITION ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
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GROUND STABILIZATION PER NCG010000 SECTION II.B.
2) GROUND STABILIZATION
a) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A STE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
i) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
FROM THE LAST LAND -DISTURBING ACTIVITY.
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE.
ii) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES
LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7 -DAY REQUIREMENT APPLIES.
iii) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
V) ALTHOUGH STABILIZATION IS USUALLYSPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A
CASE-BY-CASE BASIS.
vi) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISION-DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A.0105), STABILIZATION
WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACT.
vii) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE DURING
CONSTRUCTION MAY BE EXEMPT FORM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC PLAN OR ADDED BY
THE PERMITTING AUTHORITY.
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GENERAL NOTES:
1. FENCE FABRIC SHALL BE A MINIMUM OF 24" ABOVE GROUND SURFACE AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 6" STAY SPACING.
2. FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT.
3. BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
4. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
5.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN
GRADING IS ADJACENT TO STREAMS OR WETLANDS. THE COLOR
ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
6.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES,
WATERWAYS, OR OTHER AREAS OF CONCENTRATED FLOW.
TDRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT
OF FENCE FOR SLOPES LESS THAN 2%.
&SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
MIN. 10 GA. LINE
WIRES. SEE NOTE
NO. 17 DETAIL
03.16.01
MIN
EXISTING GROUND
ANCHOR SKIRT A MINIMUM OF 8"
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OFA SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
11 REVISIONS
NO. DATE DESCRIPTION
/20/04
25/08
3 4/11
o�t4 OF 4oA8o�
N N
�0"•8 C18p4��e
PLASTIC OR WIRE TIES
MIN. 14 GA. STEEL
INTERMEDIATE WIRES
WITH A MAX. MESH
SPACING OF 6 IN.
REFERENCE: NCDENR PLANNING AND DESIGN MANUAL, JUNE 2006
FILE: Fivew Li aps-DetailsLDerail Manual&Specs
Standard Detail & Spee Alai eallSta„dard Derails 03
CITY OFMONROE
T /� / T T / DRAWN BY: JAM DATE: 08-07-01
SILT LEAK 1VST_ LL-, TION &lN70l'CouVTr NORTHC4ROLLi4 CHECKEDBY: JNL SCALE: N.T.S.
O 11/2"LETTERING
1 1/4" LETTERING
S
(4) 1" (25mm) DIA
C -Ps/gyp �I HOLES ON 29 3/4"
' 1� (756mm) BOLT CIRCLE.
®Uaoa
O
RESCI
9p ® (2) CAM LOCKS
SEE DETAIL
O
23 1/2" DIA 1"
1597mm] � [25mm]
20" DIA
[508mm] [70mm]
11111A NEOPRENE GASKET
COVER SECTION (Product No. 41384035
25 1/8" DIA V,
[638mm] (25mm]
23 11/16" DIA 7 112"
�- 1602mm] -� [191mm]
PREP,IRED BY`
ENGINEm,vGDEP,4RTMENT DETAIL 03.01.01
(2) SS ROLL PINS
1/2" DIA X 1 3/4" 7
(2) CAM LOCKS
BOTTOM VIEW
F
EMBLY (FRAME & COVER):ODUCT NO: 41384174
1 114"
]32mm] DIA
11/16"
[18mm]
CAM LOCK
CAM LOCK DETAIL
1 1/4" DIA
(32m-]
(55m 5/16" 5/8"
5/8" I17mm
]
117mm] 9m] "
122mm]
3/16"
25 15/16" DIA [Smml 3/16"
1659mm] 15mm]
33 1/4" DIA CAM HOLE & GASKET GROOVE
1845mm] DETAIL
FRAME SECTION (Product No. 41384110)
V MACHINED SURFACE
REVISED DATE: 7/1/04 STANDARD DETAIL
SCALE: NONE
DRAWN BY: WLR JPH WATERTIGHT MANHOLE
CHECKED BY: DSW
APPROVED BY: DSW FRAME AND COVER
GENERAL NOTES:
1. CONTRACTORS INSTALLING NEW GRAVITY MAINS SHALL HAVE THE OPTION OF
USING SLIP JOINT SDR -35 PVC TEES WITH 4" SCH. 40 BRANCH OR MAKING
TAPS AS SHOWN ON THE DETAIL WITH ROMAC CB 4.50 SEWER SADDLE.
NOTES:
1. FRAME AND COVER SHALL BE CAST IRON, FREE OF SAND HOLES;
NO PLUGGING PERMITTED.
2. CASTING SHALL BE COATED WITH COAL TAR EPDXY WHILE HOT.
3. FRAME SHALL INCLUDE FOUR DRILLED HOLES FOR EXPANSION
ANCHORS THROUGH MANHOLE CONE.
4. SLIGHT VARIATION IN DIMENSIONS NOT CRITICAL TO INTERCHANGABILITY
WILL BE ACCEPTABLE
5. METAL RINGS SHALL BE BOLTED INTO ADJUSTING RINGS WITH
1/2 " DIAMETER KWIK BOLT STUD ANCHOR SUSTEM. HILTI BRAND
OR APPROVED EQUAL.
SEEDING PREPARATION
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED
AND WORKED TO A MINIMUM DEPTH OF AT LEAST 5 INCHES.
THE AREA SHALL THEN BE RACKED OR OTHERWISE CLEARED OF ROCKS,
LARGER THAN 2 INCHES IN DIAMETER, STICKS OR OTHER DEBRIS.
FOR LATE WINTER AND
SOIL AMENDMENTS:
STEEL POST
FOLLOW
10E OMMENDR ATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
12"
FILTER FABRIC
SEEDING MIXTURE:
MULCH:
WIRE FENCE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
U
a
FILL SLOPE
N
w
TEMPORARY COVER IS NOT TO EXPEND BEYOND JUNE)
1
LL8"
MIN '004
MIN
EXISTING GROUND
ANCHOR SKIRT A MINIMUM OF 8"
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OFA SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
11 REVISIONS
NO. DATE DESCRIPTION
/20/04
25/08
3 4/11
o�t4 OF 4oA8o�
N N
�0"•8 C18p4��e
PLASTIC OR WIRE TIES
MIN. 14 GA. STEEL
INTERMEDIATE WIRES
WITH A MAX. MESH
SPACING OF 6 IN.
REFERENCE: NCDENR PLANNING AND DESIGN MANUAL, JUNE 2006
FILE: Fivew Li aps-DetailsLDerail Manual&Specs
Standard Detail & Spee Alai eallSta„dard Derails 03
CITY OFMONROE
T /� / T T / DRAWN BY: JAM DATE: 08-07-01
SILT LEAK 1VST_ LL-, TION &lN70l'CouVTr NORTHC4ROLLi4 CHECKEDBY: JNL SCALE: N.T.S.
O 11/2"LETTERING
1 1/4" LETTERING
S
(4) 1" (25mm) DIA
C -Ps/gyp �I HOLES ON 29 3/4"
' 1� (756mm) BOLT CIRCLE.
®Uaoa
O
RESCI
9p ® (2) CAM LOCKS
SEE DETAIL
O
23 1/2" DIA 1"
1597mm] � [25mm]
20" DIA
[508mm] [70mm]
11111A NEOPRENE GASKET
COVER SECTION (Product No. 41384035
25 1/8" DIA V,
[638mm] (25mm]
23 11/16" DIA 7 112"
�- 1602mm] -� [191mm]
PREP,IRED BY`
ENGINEm,vGDEP,4RTMENT DETAIL 03.01.01
(2) SS ROLL PINS
1/2" DIA X 1 3/4" 7
(2) CAM LOCKS
BOTTOM VIEW
F
EMBLY (FRAME & COVER):ODUCT NO: 41384174
1 114"
]32mm] DIA
11/16"
[18mm]
CAM LOCK
CAM LOCK DETAIL
1 1/4" DIA
(32m-]
(55m 5/16" 5/8"
5/8" I17mm
]
117mm] 9m] "
122mm]
3/16"
25 15/16" DIA [Smml 3/16"
1659mm] 15mm]
33 1/4" DIA CAM HOLE & GASKET GROOVE
1845mm] DETAIL
FRAME SECTION (Product No. 41384110)
V MACHINED SURFACE
REVISED DATE: 7/1/04 STANDARD DETAIL
SCALE: NONE
DRAWN BY: WLR JPH WATERTIGHT MANHOLE
CHECKED BY: DSW
APPROVED BY: DSW FRAME AND COVER
GENERAL NOTES:
1. CONTRACTORS INSTALLING NEW GRAVITY MAINS SHALL HAVE THE OPTION OF
USING SLIP JOINT SDR -35 PVC TEES WITH 4" SCH. 40 BRANCH OR MAKING
TAPS AS SHOWN ON THE DETAIL WITH ROMAC CB 4.50 SEWER SADDLE.
NOTES:
1. FRAME AND COVER SHALL BE CAST IRON, FREE OF SAND HOLES;
NO PLUGGING PERMITTED.
2. CASTING SHALL BE COATED WITH COAL TAR EPDXY WHILE HOT.
3. FRAME SHALL INCLUDE FOUR DRILLED HOLES FOR EXPANSION
ANCHORS THROUGH MANHOLE CONE.
4. SLIGHT VARIATION IN DIMENSIONS NOT CRITICAL TO INTERCHANGABILITY
WILL BE ACCEPTABLE
5. METAL RINGS SHALL BE BOLTED INTO ADJUSTING RINGS WITH
1/2 " DIAMETER KWIK BOLT STUD ANCHOR SUSTEM. HILTI BRAND
OR APPROVED EQUAL.
SEEDING PREPARATION
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED
AND WORKED TO A MINIMUM DEPTH OF AT LEAST 5 INCHES.
THE AREA SHALL THEN BE RACKED OR OTHERWISE CLEARED OF ROCKS,
LARGER THAN 2 INCHES IN DIAMETER, STICKS OR OTHER DEBRIS.
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW
10E OMMENDR ATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
12"
MANHOLE
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF
SELECT BACKFILL
TEMPORARY COVER IS NOT TO EXPEND BEYOND JUNE)
SELECT BACKFILL
N
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
SEEDING DATES:
DAMAGE
JAN. 1 - MAY 1
mLU
FOR SUMMER:
SOIL AMENDMENTS:
w
w
u)
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
SEEDING MIXTURE:
10-10-10 FERTILIZER
GERMAN MILLET - 40 LB/ACRE
MULCH;
(A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH
AT A RATE OF 50 LB/ACRE)
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
SEEDING DATES:
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
4�
DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE
SEEDING MIXTURE:
10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE
MULCH:
12"
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
SEEDING DATES:
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
AUG. 15 - DEC 30
COMPACTION TO 95% PROCTOR
vARIEs
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY
o
°p °
°o°°ol °
TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
SANITARY SEWER MANHOLE DOWNSTREAM OF THE BUILDING OR A NEW = _
MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF FERTILIZERS, THE KINDS OF SEED, AND THE
RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11
PLEASE CONSULT THE NATURAL RESOURCES CONSERVATION SERVICE FOR ADDITIONAL ALTERNATIVES FOR VEGETATING DENUDED AREAS. Q
REVISIONS / 7 7 r FILE: LNewI/Maps-DerausDerail Aaaeual&Specs1
DESCRIPTION 4`tt Ot' 4AdoM n T / �7 / Q CITYOFM0NR0E Staud-d Derail&SeeMauuaIStaudadDerails/03
SEEDBED L PRl.' P,4P, TION DRAWN BY: JAM DATE: 08-07-01
FORMAT /T{ e /T/ bWl0A'COU.VTY VORTHCIROLZNd
ALL ITL REQUIREMENTS 11 N TEMPO] j?YS=_1jVG CHECKED BY. .JNL SCALE: NT. S.
REVISED TITLE PR/.PIREJJ Jf Y'
C,xo�`ENGINEERINGDEP,4R7MENT DETAIL 03.07.01
COPOLYMER POLYPROPYLENE PLASTIC
1/2" GRADE 60 STEEL REINFORCEMENT
VDg°
o
D D °° °
o�
o Q o o
D°
0
°' 16 ° 1000 LB. PULLOUT
�
• o 0[7 TEST REPORT REO'D
P o o o . ON EACH STEP.
NOTES
1/2" 0 KWIK BOLT
STUD ANCHOR SYSTEM
JOINT
KENT SEAL
Cl RINGS AND
GRADE RINGS (Typ.)
6" #67 CRUSHED STONE
NON -PAVED AREAS
MANHOLE COVER & RING
BIT. PAVEMENT
& BASE COURSE
2'-0" ��/\\ KENT SEAL
CONCRETE GRADE RINGS
CC 12" MAX. ADJUSTMENT
REVISED DATE: 7/1/04
SCALE: NONE
DRAWN BY: JPH
CHECKED BY: DSW
APPROVED BY: DSW
1. MANHOLE STEPS SHALL BE MANUFACTURED
IN ACCORDANCE WITH ASTM C-478
STANDARDS AND OSHA REGULATIONS.
2. THIS STEP TO BE DRIVEN
INTO TAPERED HOLES IN PRECAST
MANHOLE SECTIONS. DO NOT USE
AS A GROUTED IN STEP.
INVERT PLAN
STANDARD DETAIL
STREET R/W SEWER MH
FOR DIP < 20' BURY
�12"� �12"�{
F�
�o
TOPSOIL IN OFF STREET R/W
12"
MANHOLE
4" X 4" X 6' POST TO BE
CITY STREET STANDARDS IN STREET R/W
STEP (TYP.)
WtD
REMOVED AFTER CONNECTION
JOINT
SELECT BACKFILL
SELECT BACKFILL
KENT SEAL (TYP.)
SELECT BACKFILL
N
NO ROCKS > 3/4 FOOT IN DIA
Q
a
NO ROCKS > 3/4 FOOT IN DIA.
C
mLU
NO ORGANIC MATERIAL VARIES
NO ORGANIC MATERIAL VARIES
w
w
u)
NO ORGANIC MATERIAL
4.-0„
PLACEMENT IN 1 FOOT LITS
°
N
4" ABOVE GROUND CLEAN OUT
w
a
COMPACTION TO 95% PROCTOR
T
EXTENSION TO BE LOWERED
SELECT BACKFIL
4�
V-4" MAX.
AFTER CONNECTION TO BUILDING
I
` N
NO ROCKS OR ORGANIC MATERIAL
Z
O
F
U
SELECT BACKFILL
12"
HAND PLACEMENT IN 8 -INCH LIFTS
2'-0" MAX.
w
REVISED DATE: 7/1/04
SCALE: NONE
DRAWN BY: JPH
CHECKED BY: DSW
APPROVED BY: DSW
1. MANHOLE STEPS SHALL BE MANUFACTURED
IN ACCORDANCE WITH ASTM C-478
STANDARDS AND OSHA REGULATIONS.
2. THIS STEP TO BE DRIVEN
INTO TAPERED HOLES IN PRECAST
MANHOLE SECTIONS. DO NOT USE
AS A GROUTED IN STEP.
INVERT PLAN
STANDARD DETAIL
STREET R/W SEWER MH
FOR DIP < 20' BURY
�12"� �12"�{
1 � 12" I � 12" I
TOPSOIL IN OFF STREET R/W
12"
Z
4" X 4" X 6' POST TO BE
CITY STREET STANDARDS IN STREET R/W
CITY STREET STANDARDS IN STREET R/W
WtD
REMOVED AFTER CONNECTION
ABUTTING TO GRADE AND THE POST REMOVED BY THE PLUMBER UPON
SELECT BACKFILL
SELECT BACKFILL
r
\\\
SELECT BACKFILL
N
NO ROCKS > 3/4 FOOT IN DIA
SEE NOTE 2.
NO ROCKS > 3/4 FOOT IN DIA.
C
mLU
NO ORGANIC MATERIAL VARIES
NO ORGANIC MATERIAL VARIES
W
NO ORGANIC MATERIAL
VARIES
PLACEMENT IN 1 FOOT LITS
°
m
4" ABOVE GROUND CLEAN OUT
PLACEMENT IN 1 FOOT LIFTS
COMPACTION TO 95% PROCTOR
EXTENSION TO BE LOWERED
SELECT BACKFIL
4�
COMPACTION TO 95% PROCTOR
AFTER CONNECTION TO BUILDING
I
` N
NO ROCKS OR ORGANIC MATERIAL
PLUMBING SEE NOTE 2.
SELECT BACKFILL
12"
HAND PLACEMENT IN 8 -INCH LIFTS
4. THE OPENING IN THE PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
COMPACTION TO 95% PROCTOR 1
NO ROCKS OR ORGANIC MATERIAL
COMPACTION TO 95% PROCTOR
vARIEs
2"
Tlo
DIA.
o
°p °
°o°°ol °
HAND PLACEMENT IN 8 INCH LIFTS
SANITARY SEWER MANHOLE DOWNSTREAM OF THE BUILDING OR A NEW = _
NO. 67 WASHED STONE q"
_
tl
COMPACTION TO 95% PROCTOR
""
DETAIL.)
VARIES
TYPE I
FOR DIP BURY > 30'
FOR PVC SDR -35 3'< BURY < 12'
1
�12"� �12"�{
TOPSOIL IN OFF STREET R/W
12"
TOPSOIL IN OFF STREET R/W 12"
Z
4" X 4" X 6' POST TO BE
CITY STREET STANDARDS IN STREET R/W
CITY STREET STANDARDS IN STREET R/W
WtD
REMOVED AFTER CONNECTION
ABUTTING TO GRADE AND THE POST REMOVED BY THE PLUMBER UPON
SELECT BACKFILL
O
r
\\\
SELECT BACKFILL
N
NO ROCKS > 3/4 FOOT IN DIA
SEE NOTE 2.
NO ROCKS > 3/4 FOOT IN DIA
C
mLU
NO ORGANIC MATERIAL VARIES
NO ORGANIC MATERIAL VARIES
W
Q
CO
PLACEMENT IN 1 FOOT LITS
°
m
4" ABOVE GROUND CLEAN OUT
COMPACTION TO 95% PROCTOR I
COMPACTION TO 95% PROCTOR
EXTENSION TO BE LOWERED
SELECT BACKFIL
4�
SELECT BACKFILL SO"
AFTER CONNECTION TO BUILDING
NO ROCKS OR ORGANIC MATERIAL
10"
` N
NO ROCKS OR ORGANIC MATERIAL
PLUMBING SEE NOTE 2.
HAND PLACEMENT IN 8 -INCH ILIIS
O
HAND PLACEMENT IN 8 -INCH LIFTS
4. THE OPENING IN THE PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
COMPACTION TO 95% PROCTOR 1
m
COMPACTION TO 95% PROCTOR
vARIEs
2"
Tlo
DIA.
o
°p °
°o°°ol °
VARIES °Q�,
�Oo$`6°-°
SANITARY SEWER MANHOLE DOWNSTREAM OF THE BUILDING OR A NEW = _
NO. 67 WASHED STONE q"
_
tl
N
I
TYPE III
NOTES.'
1. MANHOLE TO CONFORM WITH ASTM C478
EXCEPT AS MODIFIED BELOW.
2. WALL REINFORCING TO BE A MINIMUM OF
0.12 SQ. IN. per LINEAR FOOT. EITHER
TONGUE AND GROOVE OF JOINTS SHALL HAVE
REINFORCING EQUAL IN AREA TO MINIMUM OF
WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM
C443.
4. STEPS SHALL BE COPOLYMER
POLYPROPYLENE PLASTIC WITH 1/2"
GRADE 60 STEEL REINFORCEMENT AND
RESIST 1000 LB. PULLOUT TEST.
5. ALL PIPE OPENINGS TO BE NO GREATER
THAN 3" LARGER THAN O.D. OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM
OF 0.20 SQ. IN. OF STEEL AT 90 DEGREES.
PIPE TO BE CENTERED IN OPENINGS.
6. ALL SURFACES SHALL BE SMOOTH EVEN
TEXTURED WITH A MINIMUM OF HONEYCOMB,
FINS AND OTHER IMPERFECTIONS.
7. MANHOLE BASE SHALL BE 3600 P.S.I.
CONCRETE PLACED AGAINST SHAPED BANKS IN
LIEU OF FORMS.
8. CARE MUST BE TAKEN TO FORM A SMOOTH
FINISHED TROUGH FROM ENTRANCE PIPES TO
EXIT PIPE, AND IN CURVED MANHOLES THE
TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES
AT THEIR ENDS.
9. ALL MANHOLE RINGS SHALL BE BOLTED THROUGH
MANHOLE OR CONCRETE GRADE RING WITH
1/2" DIAMETER KWIK BOLT STUD ANCHOR
SYSTEM. HILTI BRAND OR APPROVED EQUAL.
10. MANHOLE GRADE SETTING SHALL BE AS FOLLOWS:
A. FLUSH WITH GRADE IN PAVED AREAS
B. 0.10'ABOVE GRADE IN MOWED PLAZA AREAS
WITHIN OR ADJACENT TO STREET RIGHT-OF-WAY.
C. 2.0' ABOVE GRADE IN CROSS-COUNTRY UTILITY
RIGHTS-OF-WAY.
D. A HEIGHT SPECIFIED BY THE WATER
RESOURCES ENGINEER.
11. PENETRATING LIFTING HOLES SHALL BE PLUGGED
WITH EXPANSION GROUT.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, N.C.
FILE NO. 12.01.00 NO. 12
FOR DIP BURY > 20'
FOR PVC C900 DR -25 3'< BURY < 20'
r
TYPE II
NOTES:
1. A MINIMUM OF 12" FROM OUTSIDE DIAMENTER OF PINE TO SIDE OF TRENCH MUST
BE ALLOWED FOR COMPACTION OF FIN. MATERIAL
2. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE
PIPE IS LAID.
3. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILED
TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION REQUIREMENTS
SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY
LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY TAMPED INTO PLACE.
4. ALL PIPE GRADES SHALL BE AS SHOWN ON APPROVED PLANS OR AS DIRECTED
BY ENGINEER.
5. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER PIPE OR USE DUCTILE IRON PIPE
8. ANY OVER EXCAVATION BELDW GRADE SHOWN SHALL BE BACKMLED W/ NO. 67
STONE REGARDLESS OF TYPE OF BEDDING.
7. WHERE ROCKY SOIL CONDITIONS ARE ENCOUNTERED REQUIRING BLASTING, TYPE III
BEDDING SHALL BE USED REGARDLESS OF PIPE MATERIAL PER SPECIFICATIONS.
WATER RESOURCES DEPARTMENT
REVISED DATE: 7/1/04 STANDARD DETAIL WATER RESOURCES DEPARTMENT REVISED 71/04 STANDARD DETAIL
SCALE: NONE SCALE: WATER RESOURCES DEPARTMENT
CITY OF MONROE, N.C. DRAWN BY: EZ CITY OF MONROE, N.C. DRAWN BY: JPH CITY OF MONROE, N.C.
FILE CHECKED BY: DSW MANHOLE STEP DETAIL CHECKED BY: DSW SEWER PIPE BEDDING DETAIL
NO. 12.06.02 NO. 12A APPROVED BY: DSW NO E 12.07.00 NO. 12 FILE 12.09.00 DIV. 12
APPROVED BY: DSW NO. NO.
12"
12" I
TOPSOIL IN OFF STREET R/W 12"
Z
4" X 4" X 6' POST TO BE
CLEAN-OUT 2 FEET ABOVE GROUND WITH A 4" x4" x 6' SUPPORT POST
CITY STREET STANDARDS IN STREET R/W
WtD
REMOVED AFTER CONNECTION
ABUTTING TO GRADE AND THE POST REMOVED BY THE PLUMBER UPON
SELECT BACKFILL
O
TO BUILDING PLUMBING
CONNECTION TO THE TAP. THE INSTALLATION OF THE 4" X 4" POST SHALL
N
NO ROCKS > 3/4 FOOT IN DIA
SEE NOTE 2.
BE WAIVED FOR EXISTING BUILDINGS AND BUILDINGS UNDER CONSTRUCTION.
C
mLU
NO ORGANIC MATERIAL VARIES
3. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE PIECE 4" SCH. 40
W
Q
CO
PLACEMENT IN 12" LINTS
°
m
4" ABOVE GROUND CLEAN OUT
SEWER SERVICE LATERAL FROM THE 4" STUB OUT. COMMERCIAL AND
COMPACTION TO 95% PROCTOR
EXTENSION TO BE LOWERED
INDUSTRIAL BUILDINGS REQUIRING SAMPLING OF THE WASTEWATER DISCHARGE
4�
SELECT BACKFILL SO"
AFTER CONNECTION TO BUILDING
SHALL BE REQUIRED TO INSTALL PLUMBING FITTINGS IN ACCORDANCE WITH THE
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NO ROCKS OR ORGANIC MATERIAL
PLUMBING SEE NOTE 2.
CONDITIONS LISTED ON THE BUILDING PERMIT. N
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HAND PLACEMENT IN 8 -INCH LIFTS
4. THE OPENING IN THE PIPE SHALL BE CUT WITH A TAP MACHINE ONLY.
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NO. 67 WASHED STONE 1/3 PIPE DIA. 4"
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TYPE II
NOTES:
1. A MINIMUM OF 12" FROM OUTSIDE DIAMENTER OF PINE TO SIDE OF TRENCH MUST
BE ALLOWED FOR COMPACTION OF FIN. MATERIAL
2. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE
PIPE IS LAID.
3. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILED
TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION REQUIREMENTS
SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY
LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY TAMPED INTO PLACE.
4. ALL PIPE GRADES SHALL BE AS SHOWN ON APPROVED PLANS OR AS DIRECTED
BY ENGINEER.
5. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER PIPE OR USE DUCTILE IRON PIPE
8. ANY OVER EXCAVATION BELDW GRADE SHOWN SHALL BE BACKMLED W/ NO. 67
STONE REGARDLESS OF TYPE OF BEDDING.
7. WHERE ROCKY SOIL CONDITIONS ARE ENCOUNTERED REQUIRING BLASTING, TYPE III
BEDDING SHALL BE USED REGARDLESS OF PIPE MATERIAL PER SPECIFICATIONS.
WATER RESOURCES DEPARTMENT
REVISED DATE: 7/1/04 STANDARD DETAIL WATER RESOURCES DEPARTMENT REVISED 71/04 STANDARD DETAIL
SCALE: NONE SCALE: WATER RESOURCES DEPARTMENT
CITY OF MONROE, N.C. DRAWN BY: EZ CITY OF MONROE, N.C. DRAWN BY: JPH CITY OF MONROE, N.C.
FILE CHECKED BY: DSW MANHOLE STEP DETAIL CHECKED BY: DSW SEWER PIPE BEDDING DETAIL
NO. 12.06.02 NO. 12A APPROVED BY: DSW NO E 12.07.00 NO. 12 FILE 12.09.00 DIV. 12
APPROVED BY: DSW NO. NO.
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2. CONTRACTOR OR CITY OF MONROE PERSONNEL SHALL INSTALL THE
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CLEAN-OUT 2 FEET ABOVE GROUND WITH A 4" x4" x 6' SUPPORT POST
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ABUTTING TO GRADE AND THE POST REMOVED BY THE PLUMBER UPON
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CONNECTION TO THE TAP. THE INSTALLATION OF THE 4" X 4" POST SHALL
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6. ALL CONSTRUCTION BY PLUMBER, EITHER OPTION 1 OR OPTION Z SHALL BE ADAPTER W/ BRASS
INSPECTED AND APPROVED BY A BUILDING INSPECTOR UNDER A VALID PERMIT. PLUG LEE 25-629
0
OR APPROVED
Z CONTRACTOR OR CITY OF MONROE PERSONNEL MAY ADJUST SERVICE LATERAL EQUAL. TO BE
ELEVATION WITH FITTINGS IF ADEQUATE GRADE EXISTS. INSTALLED AFTER
TO BUILDING
BUILDING
8. LATERAL SHALL HAVE 4" SUBBASE OF #67 WASHED STONE TO A LEVEL OF 4" CONNECTION.
BY PLUMBER
OPTION 1 4' M A X
ABOVE THE TOP OF THE PIPE.
9. BRASS CAP TO BE INSTALLED PER DETAIL AFTER BUILDING CONNECTION.
2 M I N
10. CLEANOUTS SHALL NOT BE PLACED IN LOW LYING AREAS, OR IN AREAS WHERE
OPTIONAL 4" SCH. 40 COMBINATION
WYE AND BEND ONE PIECE
FLOODING OR RUN OFF MAY OCCUR.
TO BE INSTALLED BY BUILDER'S
4" SCI. 40 COMBINATION WYE
4" SCH. 40 PVC NIPPLE LENGTH VARIES AND 1/8 BEND ONE PIECE
PLUMBER IF ADEQUATE GRADE
DEPENDING ON DEPTH OF SEWER MAIN TO 4" SCI. 40 - 1/8 BEND
EXISTS TO BUILDING'S FLOOR
ELEVATION SEE NOTE 3.
MINIMIZE ADDITIONAL BENDS GLUE JOINT CONNECTION (TYP.)
DISTANCE VARIES
4" TAP MADE APPROX.
45" ABOVE SPRING LINE
TO BUILDING
OF SEWER MAIN1y,
MIN. SLOPE
BY PLUMBER
OPTION 2
SPRING LIN
SEWER TAP SADDLE ROMAC CB 4.50
24" 4" SCH. 40 PVC WATER
TIGHT, GLUE JOINT CAP
e° SADDLE SHALL HAVE COMPRESSED RUBBER
SEAL ON TAP OPENING W/ CAST IRON BODY
4" SCH. 40 PVC
4.50 -INCH INTERNAL DIAMETER RUBBER SLEEVE
INTEGRAL STAINLESS STEEL STRAP WITH BOLTS
A STRAIGHT TEE SHALL REPLACE
LATERAL SHALL BE COMPLETELY BEDDED THE SHOWN SWEEP ELBOW ON
GRAVITY SEWER MAIN SDR -35 PVC OR
IN #67 WASHED STONE THE SERVICE LATERAL IF A
CLASS 350 DIP FOR NEW CONSTRUCTION.
PRIVATE SEWER PUMP CONNECTION
CITY OF MONROE SHALL MAKE TAPS ON
IS REQUIRED. OTHERWISE
ACTIVE SEWER MAINS. UNLESS SPECIFICALLY
CONNECTION SHALL BE MADE
APPROVED OTHERWISE.
TO A MANHOLE.
# REVISED DATE: 7/1/2004
1 4/11/2008 SCALE: NONE
STANDARD DETAIL
WATER RESOURCES DEPARTMENT
DRAWN BY: SPT
CITY OF MONROE, N.C.
CHECKED BY: DSW
SEWER LATERAL DETAIL
APPROVED BY: RGC
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CONSTRUCTION NOTES:
UTILITY PROVIDERS
I. MISCELLANEOUS
V. PAVING AND GRADING
VII. EROSION/TURBIDITY CONTROL
A. CURRENT EDITIONS OF THE NORTH CAROLINA DOT ROADWAY STANDARD DRAWINGS AND
A. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE
A. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED
SPECIFICATIONS MANUAL SHALL BE CONSIDERED PART OF THESE PLANS.
EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE
WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE
B. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO
EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF
REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES THE ENGINEER
BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER OR THE
EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR
OWNER'S ENGINEER. EXCAVATED AREAS TO BE BACKFILLED WITH APPROVED MATERIALS
B. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE
TO CONSTRUCTION, AND SHALL SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO
AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR
OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY
AGENCY INSTRUCTIONS.
ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL
AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT
C. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE
FROM THE SITE.
TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SILT FENCE TO
LATEST REVISION.
D. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL USED IN OPEN WATER
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
COLLAPSE AND WILL PROVIDE BRACING, SHEETING SHORING NECESSARY.
IR
SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID
E. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE
ED TR
STORM WATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. THE
PIPE AND APPURTENANCES ARE BEING PLACED.
C. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL
BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND
CONTRACTOR SHALL COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY,
CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER
OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.
WITH OTHER CONTRACTORS AND UTILITY COMPANIES.
AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED
C. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO
F. THE WATER AND SANITARY SEWER FACILITIES ARE SUBJECT TO REVIEW BY CITY OF
SOILS REPORT.
THOSE AREAS IDENTIFIED IN THE PLANS AND IN THE SPECIFICATIONS.
MONROE AND APPROVAL. STORM DRAINAGE FACILITIES ARE SUBJECT TO THE REVIEW AND
D.
DPROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
D. EXCEPT AS NECESSARY FOR CONSTRUCTION, EXCAVATED MATERIAL SHALL NOT BE
APPROVAL OF THE CITY OF MONROE AND IT SHALL BE THE RESPONSIBILITY OF THE
GRADE UNLESS OTHE RWISE NOTED ON DRAWINGS.
DEPOSITED IN WETLANDS OR IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED
CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC
E. CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (SILT
AWAY BY HIGH WATER OR RUNOFF.
RIGHT-OF-WAY.
G. GRADING OFF SITE WILL REQUIRE A LETTER OF PERMISSION FROM THE OWNER PRIOR TO
FENCE OR OTHER MEASURES) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
E. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF
ANY LAND DISTURBING ACTIVITIES.
STORM SEWERS AND WATERWAYS.
UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE
0
F. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL
MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE
II. SAFETY
STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE
DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS
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METHODS.
SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND
A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY
G. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED
PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND
REGULATIONS SHALL BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE
MATERIALS AS REQUIRED BY ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING
GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT
SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC
CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL
EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON
AND THE SAFETY OF HIS PERSONNEL.
MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER.
THE PROJECT PERMIT.
B. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND
H. ENGINEERED FILL MATERIAL SHALL NOT CONTAIN ROCKS OR HARD LUMPS GREATER THAN
F. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHALL PROVIDE ROUTINE
APPROVED BY THE CITY OF MONROE AND EAGLE ENGINEERING PRIOR TO BEGINNING
3 INCHES IN MAXIMUM DIMENSIONS AND SHALL BE FREE OF VEGETATION, ORGANIC
MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE
ANY CONSTRUCTION ACTIVITIES.
MATTER, DEBRIS, RUBBLE, AND OTHER UNSUITABLE MATERIALS. SHALL BE
PROJECT IS COMPLETE AND ALL DISTURBED SOILS ARE STABILIZED.
C. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY
NON -EXPANSIVE MATERIALS
OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
I. IMPORTED SOILS FOR USE AS ENGINEERED FILL AND SHALL NOT CONTAIN ROCKS OR
D. CONTRACTOR SHALL PROVIDE AND MAINTAIN HIS OWN SAFETY EQUIPMENT IN
HARD LUMPS GREATER THAN 3 INCHES IN MAXIMUM DIMENSIONS AND SHALL BE FREE OF
ACCORDANCE WITH HIS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE
VEGETATION, ORGANIC MATTER, DEBRIS, RUBBLE, AND OTHER UNSUITABLE MATERIALS.
NPDES NOTE:
LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO
J. AGGREGATE BASE MATERIAL SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS.
REGULATIONS ADOPTED BY THE US ENVIRONMENTAL PROTECTION AGENCY (US EPA) AND BY
RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH
THE NORTH CAROLINA DIVISION OF WATER QUALITY REQUIRE THAT A NATURAL POLLUTANT
SEIVE SIZE (,PER ASTM D422) % PASSING BY WEIGHT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT BE OBTAINED FOR STORMWATER
ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUB
1 INCH 100
DISCHARGES FROM CONSTRUCTION ACTIVITIES WITH LAND DISTURBANCE OF 1 ACRE OR MORE.
CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH ALL APPLICABLE
3/4" 90 - 100
REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION
NO. 8 35 - 55
CONTRACTOR SHALL CHECK EROSION CONTROL MEASURES WEEKLY AND/OR AFTER A 1/2"
SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION
NO. 200 0 - 8
OR MORE RAIN. CONTRACTOR SHALL KEEP RECORDS OF EVERY INSPECTION.
LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM
BUT JUST BASIC REQUIREMENTS.
K. ALL AREAS TO RECEIVE FILL, AND AREAS OF STRUCTURES AND PAVEMENTS, SHALL BE
E. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS
STRIPPED OF VEGETATION, ORGANIC MATTER, DEBRIS, RUBBLE, AND OTHER UNSUITABLE
EROSION CONTROL NOTES:
OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH
MATERIALS. STRIPPED SOILS SHALL NOT BE USED IN ENGINEERED FILL, BUT MAY BE
USED IN LANDSCAPE AREAS. ENGINEERED FILL MATERIAL SHALL BE COMPACTED TO AT
1. CONTRACTOR SHALL STABILIZE EXPOSED GROUND AS SOON AS INDIVIDUAL AREAS ARE
ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID
LEAST THE FOLLOWING
COMPLETED.
TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926,
SUBPART P.
* PERCENTAGES OF MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT, PER ASTM
2. CONTRACTOR SHALL NOT REMOVE ANY BASIN UNTIL ALL SEDIMENT -PRODUCING AREAS
F. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "MANUAL ON
D1557 (MODIFIED PROCTOR):
UPSTREAM HAVE BEEN PERMANENTLY STABILIZED AND REMOVAL IS APPROVED BY
UNIFORM TRAFFIC CONTROL DEVICES" (U.S. DOT) SHALL BE FOLLOWED IN THE
EROSION CONTROL COORDINATOR.
DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC
ENGINEERED FILL MINIMUM % MOISTURE CONTENT
CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE
MATERIAL COMPACTION RANGE
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NATIVE SOIL 92% OPTIMUM TO OPTIMUM PLUS 3%
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
G. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE
ENGINEERED FILL UNDER STRUCTURES 95% OPTIMUM TO OPTIMUM PLUS 3%
THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR
PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
AND BEHIND RETAINING WALLS
DAYS.
PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY
ADMINISTRATION.
ENGINEERED FILL UNDER 100% OPTIMUM PLUS OR MINUS 2%
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
H. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND
PAVEMENT AREAS
LOCAL AUTHORITY.
ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS
BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY
FILL IN LANDSCAPE AREAS 92% 2 TO 5% ABOVE OPTIMUM
5. NO SLOPES SHALL EXCEED 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
TERRACING.
REGULATIONS.
AGGREGATE BASE MATERIAL OR IMPORTED GRANULAR SOIL IN BUILDING AND PAVED AREAS
SHALL BE COMPACTED TO AT LEAST THE FOLLOWING PERCENTAGES OF MAXIMUM DRY
6. GROUNDCOVER ON EXPOSED SLOPES SHOULD BE COMPLETED WITHIN 21 CALENDAR DAYS.
I. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
DENSITY AND OPTIMUM MOISTURE CONTENT, PER ASTM D-1557 MODIFIED OR AASHTO
UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY
EQUIVALENT.
7. ALL SILT FENCE SHALL HAVE WIRE AND WASHED STONE.
COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING
UNDERGROUND UTILITIES.
MATERIAL COMPACTION RANGE
8. A FILTER BERM SHALL BE PLACED TEMPORALLY AT THE END OF ALL FES UNTIL RIP RAP
J. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
AGGREGATE BASE MATERIAL OR 100% OPTIMUM PLUS OR MINUS 2%
APRONS ARE INSTALLED.
FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
IMPORTED GRANULAR SOIL IN BUILDING
WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT.
AND PAVEMENT AREAS
9. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FOR THE
K. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
ZONING ADMINISTRATOR.
TO BASE AND PAVEMENT CONSTRUCTION.
L. IF SUB GRADE SOILS EXHIBIT PUMPING DURING COMPACTION, THE AREA SHALL BE
10. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
ALLOWED TO DRY UNTIL THE SOILS BECOME WORKABLE WITHOUT PUMPING. THE
THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
III. SITE PLAN AND COORDINATE GEOMETRY
MOISTURE CONTENT OF THE SOILS SHALL BE ADJUSTED TO PREVENT PUMPING.
A. PRELIMINARY ARCHITECTURAL BUILDING, AND PLUMBING PLANS HAVE BEEN
M. EXPOSURE TO THE ENVIRONMENT MAY REDUCE THE STRENGTH OF SOILS IN FOOTING,
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
RECEIVED BY EEI.
FLOOR SLAB, AND PAVED AREAS. IF THIS OCCURS, THE SOFTENED SOILS SHALL BE
VIOLATION OF NC LAW AND IS SUBJECT TO A FINE.
B. SITE PLAN PREPARED BY EEI.
REMOVED AND REWORKED IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. IF RAINFALL IS
C. STRUCTURAL PLANS HAVE NOT BEEN RECEIVED BY EEI.
EXPECTED AT A TIME WHEN BEARING SOILS IN FOOTING AREAS ARE EXPOSED, A 2 TO 4
12. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT
D. ELECTRICAL, MECHANICAL, AND FIRE SAFETY PLANS HAVE NOT BEEN RECEIVED BY
INCH THICK LAYER OF LEAN CONCRETE MAY BE PLACED IN SUCH AREAS. THE SITE
PREVIOUSLY APPROVED.
EEI.
SHALL BE GRADED TO TRANSPORT SURFACE RUNOFF AWAY FROM THE STRUCTURES AND
E. BOUNDARY SURVEY & TOPOGRAPHIC SURVEY PREPARED BY EAGLE ENGINEERING,
PAVED AREAS. WATER SHALL NOT BE ALLOWED TO ACCUMULATE (POND) AROUND
13. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
BUILDING PERIMETERS OR ON PAVED AREAS.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED
INC.
N. GENERAL ROCK EXCAVATION: ROCK SHALL BE DEFINED AS ANY MATERIAL WHICH
FROM AFFECTED PROPERTY OWNERS.
F. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY
CANNOT BE EXCAVATED WITH A SINGLE - TOOTH RIPPER DRAWN BY A CRAWLER
THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE
TRACTOR HAVING A MINIMUM DRAW BAR PULL RATED AT NOT LESS THAN 56,000
14. ALL STD. NUMBERS REFER TO THE NCDENR STANDARDS MANUAL UNLESS OTHERWISE
ATTENTION OF THE ENGINEER IN WRITING.
POUNDS (CATERPILLAR D8K OR EQUIVALENT). THE VOLUME OF ROCK EXCAVATION SHALL
NOTED.
G. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM
BE DETERMINED BY A LICENSED SURVEYOR BY THE AVERAGE END AREA METHOD. THE
DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR
CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCALED PLAN WITH SUFFICIENT
15. STEEL POST WITH WIRE FENCE BACKING SHOULD BE USED INSTEAD OF WOODEN POST
DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ELEVATION POINTS TO ACCURATELY DEFINE THE VOLUME OF ROCK EXCAVATED. THE
BURIED OR DRIVEN TO A DEPTH OF 18" IN THE GROUND. PREFABRICATED SILT FENCE IS
ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT
DEPTH OF ROCK SHALL BE DEFINED AS FROM TOP OF ROCK TO THE CONTRACT
NOT ACCEPTABLE ON THIS PROJECT.
HIS OWN EXPENSE.
SPECIFIED ELEVATION FOR EXCAVATION. CONTRACTOR SHALL BE COMPENSATED FOR ROCK
H. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM.
EXCAVATION AS DEFINED HEREIN IN ACCORDANCE WITH CONTRACT UNIT PRICES.
16. SEDIMENT TRAP AND BASINS SLOPES SHALL BE SEEDED IMMEDIATE AFTER CONSTRUCTION
TO PROMOTE STABLE SLOPES AS SOON AS POSSIBLE.
I. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND
TRENCH ROCK EXCAVATION:
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
0. TRENCH ROCK SHALL BE DEFINED AS ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH
17. WHERE TEMPORARY DIVERSIONS ENTER SEDIMENT TRAPS AND BASINS, TEMPORARY SLOPE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY
A BACKHOE HAVING A BUCKET CURLING FORCE RATE AT NOT LESS THAN 24,700
DRAINS MAY BE NECESSARY BASED ON FIELD CONDITIONS.
THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES,
POUNDS (CATERPILLAR MODEL 225 OR EQUIVALENT).
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO
P. BASIS OF PAYMENT FOR TRENCH ROCK EXCAVATION:
MAINTENANCE PLAN:
CONSTRUCTION.
1. PIPE TRENCH: THAT VOLUME DEFINED BY THE PIPE DIAMETER PLUS 18" AND
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
J. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S
THE DEPTH FROM TOP OF ROCK TO BOTTOM OF PIPE PLUS 6" MULTIPLIED BY THE
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
ENGINEER WITH COMPLETE "AS -BUILT" INFORMATION CERTIFIED BY A REGISTERED
ACTUAL LENGTH.
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED ON AUTOCAD
2• WALL FOOTING, PIT: THAT VOLUME DEFINED BY THE WIDTH OF FOOTING PLUS 12" AND
ALL PRACTICES AS DESIGNATED.
VERSION 12, OR LATER, AND UPON COMPLETION, THE CONTRACTOR SHALL
THE DEPTH FROM TOP OF ROCK TO BOTTOM OF FOOTING MULTIPLIED BY THE ACTUAL
FURNISH EAGLE ENGINEERING WITH DISKS OF ALL DRAWINGS, ONE SET OF
LENGTH OF WALL.
2. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0
REPRODUCIBLE MYLARS, AND FIVE SETS OF BLUEPRINTS. THE "AS -BUILT"
3. COLUMN FOOTING: THE AREA OF THE COLUMN FOOTING MULTIPLIED BY THE DEPTH
FT. BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
FROM TOP OF ROCK TO BOTTOM OF FOOTING. CONTRACTOR SHALL BE COMPENSATED
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED
FOR ROCK EXCAVATION AS DEFINED HEREIN IN ACCORDANCE WITH CONTRACT UNIT
ITEMS INCLUDING, BUT NOT LIMITED TO:
PRICES.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
1. ELEVATIONS OF ALL STORM SEWER AND SANITARY SEWER STRUCTURE BOTTOMS,
PROTECTION DEVICE WHEN STORAGE CAPACITY HAD BEEN APPROXIMATELY 50% FILLED.
TOPS, AND INVERTS.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
2. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS,
VI. DRAINAGE:
PROPERLY.
SLEEVES, ETC.
A. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE UNLESS OTHERWISE
3. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC.
NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH NCDOT
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
4. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES.
STANDARDS UNLESS OTHERWISE NOTED.
ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
5. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND
NECESSARY TO MAINTAIN A BARRIER.
B. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURE OR
APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF
TO THE END OF THE PIPE. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAR FEET
SUBMITTAL OF BID.
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
OF PIPE.
DENSE VEGETATIVE COVER.
6. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES,
C. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE AS PER NCDOT STANDARDS
ALL GRADE BREAKS, BUILDINGS, PONDS, ETC.
UNLESS OTHERWISE NOTED.
K. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT,
CENTERLINE OF STRUCTURE, OR END OF PIPE UNLESS NOTED OTHERWISE.
D. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE
ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
IV. CLEARING /DEMOLITION
A. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED,
SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY
FOLLOWING CONSTRUCTION.
B. THE TOP 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER OR THE OWNER'S ENGINEER TO
BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE
OWNER OR THE OWNER'S ENGINEER. REMAINING EARTHWORK THAT RESULTS FROM
CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF
REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION
BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER
STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR
REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY
PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE
SITE.
C. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS
OR AS DIRECTED BY THE OWNER OR THE OWNER'S ENGINEER.
E. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE
STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR
MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES.
PERMANENT SEEDING REQUIREMENTS PER NCDENR EROSION AND
TABLE 6.11 K
PERMANENT SEEDING FOR STEEP SLOPES OR POOR SOILS; LOW MAINTENANCE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 100
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. IN EASTERN PIEDMONT ADD 25 LB/ACRE PENSACOLA BAHIAGRASS OR 10 LB/ACRE
COMMON BERMUDAGRASS. USE COMMON BERMUDAGRASS ONLY WHERE ITIS UN-
LIKELY TO BECOME A PEST
2. AFTER AUG. 15 USE UNSCARIFIED SERICEA SEED
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND SUBSTITUTE 40
LB/ACRE BAHIAGRASS OR 15 LB/ACRE BERMUDAGRASS.
4. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BER-
MUDAGRASS. HOWEVER, IT IS PREFERABLE TO SEED TEMPORARY COVER AND SEE[
FESCUE IN SEPT.
NURSE PLANTS
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 AND 40 LB/ACRE RYE (GRAIN)
SEEDING DATES
BEST POSSIBLE
FALL: AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 - APR. 15
FALL IS BEST FOR TALL FESCUE AND LATE WINTER LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE. USE
UNHULLED BERMUDAGRASS SEED IN FALL.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING,
OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE
AND MULCH DAMAGED AREAS IMMEDIATELY.
CONSTRUCTION SEQUENCE (CITY OF MONROE 03.01.04
1. OBTAIN APPROVAL LETTER FOR EROSION CONTROL AND SCHEDULE
PRE -CONSTRUCTION MEETING ON-SITE WITH THE CITY OF MONROE ENGINEERING
DEPARTMENT EROSION CONTROL SPECIALIST. ALL APPROVED PLANS AND REQUIRED
PERMITS WILL BE ISSUED AT THE MEETING PRIOR TO ANY LAND DISTURBING
ACTIVITY. SUBMIT PRE -CONSTRUCTION CERTIFICATION - POST CONSTRUCTION
STORMWATER BMP FORM 1-04A.
2. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON APPROVED PLAN.
3. SUBMIT CERTIFICATION FORM 1-01, PRIMARY EROSION CONTROL INSPECTION FORM,
TO THE EROSION CONTROL SPECIALIST DURING THE INSPECTION OF INSTALLED
EROSION CONTROL MEASURES.
4. PROCEED WITH GRADING.
5. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL. CHECK AFTER EVERY RAIN EVENT.
MAINTAIN RAIN GAUGE AND RECORD KEEPING PER NPDES PERMITTING REQUIREMENTS.
6. SEED AND MULCH DENUDED AREA IMMEDIATELY AFTER FINISHED GRADES ARE
ESTABLISHED.
7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL A PERMANENT GROUND COVER
IS ESTABLISHED.
8. ADDITIONAL MEASURES MAY BE REQUIRED BASED UPON ACTUAL SITE CONDITIONS.
9. SUBMIT CERTIFICATION FORM 1-06, FINAL EROSION CONTROL ACCEPTANCE FORM, TO
THE EROSION CONTROL SPECIALIST TO SCHEDULE A FINAL ON-SITE INSPECTION.
10. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS UPON
APPROVAL OF CERTIFICATION FORM 1-06. ONCE STABILIZED, CONVERT SEDIMENT
BASIN TO PERMANENT DETENTION POND. GRADING THE POND BOTTOM TO FINAL
ELEVATIONS WILL BE REQUIRED. REMOVE SKIMMER FROM OUTLET STRUCTURE,
UNBLOCK ALL ORIFICES AND WEIRS AND INSTALL TRASH RACKS.
11.SUBMIT CERTIFICATION FORM 1-07 WHEN THERE IS AN INTERMEDIARY REMOVAL OF
EROSION CONTROL MEASURES. SUBMIT FINAL CERTIFICATION - POST CONSTRUCTION
STORMWATER BMP FORM 1-04B.
SCHEDULING (CITY OF MONROE 03.01.03]
1. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE PROVIDED FOR
ALL LAND DISTURBING WORK IN ACCORDANCE WITH AN EROSION CONTROL PLAN
REVIEWED AND APPROVED BY THE CITY OF MONROE ENGINEERING DEPARTMENT.
2. A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF MONROE ENGINEERING
DEPARTMENT PRIOR TO BEGINNING SITE WORK.
3. EROSION CONTROL MEASURES SHALL BE INSTALLED BY THE DEVELOPER AND
INSPECTED BY THE CITY OF MONROE ENGINEERING DEPARTMENT FOR COMPLIANCE
PRIOR TO ANY LAND DISTURBING ACTIVITY.
4. ALL PERMANENT EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE
WORK AT THE EARLIEST PRACTICAL TIME.
5. ALL TEMPORARY MEASURES SHALL BE MAINTAINED UNTIL THE PERMANENT MEASURES
HAVE TAKEN EFFECT OR ARE APPROVED FOR REMOVAL BY THE CITY OF MONROE
ENGINEERING DEPARTMENT.
6. TEMPORARY AND PERMANENT MEASURES SHALL BE COORDINATED TO PROVIDE
EFFECTIVE AND CONTINUOUS EROSION CONTROL THROUGHOUT THE CONSTRUCTION
AND POST -CONSTRUCTION PERIOD TO MINIMIZE SILTATION OF STREAMS, LAKES,
RESERVOIRS, AND OTHER IMPOUNDMENTS, GROUND SURFACES, AND OTHER
PROPERTY.
7. TEMPORARY MEASURES SHALL REMAIN IN PLACE UNTIL THE ENGINEERING DIRECTOR
APPROVES CERTIFICATION FORM 1-06 FINAL EROSION CONTROL ACCEPTANCE FORM.
VII. PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER
UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE OMISSION
FROM OR THE INCLUSION OF UTILITY LOCATION ON THE CONTRACT DRAWINGS IS NOT TO
BE CONSIDERED AS THE NON EXISTANCE OF OR A DEFINITE LOCATION OF EXISTING
UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE
COMPLETE) MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE
CONTRACT VICINITY.
VII. SANITARY SEWER AND WATER DISTRIBUTION
A. SANITARY SEWERS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS.
SANITARY SEWERS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A
MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE.
B. WHERE SANITARY SEWERS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN
18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED
OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT
IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO
PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE
WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY
RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE
CROSSING.
C. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER
MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE
CROSSING).
D. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE
CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS
ABOVE.
E. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF
SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS.
F. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 -FOOT HORIZONTAL SEPARATION, THE
WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF
LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE
BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
G. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL
INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE
FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A
MINIMUM VERTICAL SEPARATION OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE
SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE
JOINTS ON THE SEWER OR FORCE MAIN(STAGGERED JOINTS).
H. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36
INCHES OF COVER.
I. ALL ON SITE P.V.C. GRAVITY SANITARY SEWER PIPE SHALL BE MADE OF MATERIAL HAVING A
CELL CLASSIFICATION OF 12454 B, 12454 C OR 13354 B AS DEFINED IN ASTM D-1784 AND
CONFORM TO THE REQUIREMENTS OF SDR 26. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED.
J. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL RECEIVE INTERIOR AND
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51.
K. SANITARY SERVICE CONNECTION LOCATIONS SHOWN ON THESE PLANS ARE
APPROXIMATE.
L. ALL SANITARY SEWER WORK SHALL CONFORM TO CITY OF MONROE STANDARDS AND
SPECIFICATIONS & TO CITY OF MONROE WATER & SEWER EXTENSION POLICY.
M. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO
EXISTING LINES OR APPURTENANCES THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS.
CONTRACTOR SHALL NOTIFY ENGINEER AND CITY OF MONROE INSPECTOR AT LEAST 48 HOURS IN
ADVANCE OF SCHEDULED WORK.
N. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER AND CITY OF MONROE PRIOR TO PLACEMENT OF AND PAVING AND AGAIN PRIOR TO
OBTAINING CERTIFICATE OF OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER AND CITY OF
MONROE 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
0. THE CONTRACTOR SHALL PERFORM ALL NECESSARY TESTING IN ACCORDANCE WITH CITY OF
MONROE STANDARDS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND
SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION OF TESTING AND
NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
P. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
Q. ALL WATER SYSTEM WORK SHALL CONFORM WITH CITY OF MONROE STANDARDS AND
SPECIFICATIONS & EXTENSION POLICY.
R. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE
WITH AWWA C-900 AND SHALL BE CLASS 150 DR 18. ALL ON-SITE PVC WATER MAINS 2" TO 3"
SHALL BE CLASS 1120 AND MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D-2241.
WATER MAINS SMALLER THAN 1 1/2" SHALL BE CLASS 1120 OR 1220 SCHEDULE 80 AND MEET
REQUIREMENTS OF ASTM D-1785.
S. PVC PIPE FOR FIRE PROTECTION AWWA C900 CLASS 200 WITH AN SDR OF 14 OR LESS
T. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51,
MINIMUM CLASS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH -ON
JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51.
PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT
CONFORMING TO AWWA/ANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE
PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPES AND FITTINGS. MANUFACTURER'S
CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT.
U. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF
250 PSI AND SHALL CONFORM TO THE C110. REQUIREMENTS OF ANSI AWWA STANDARD A21.10
Q / /
ALL FITTINGS SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE.
V. CONTRACTOR SHALL INSTALL TEMPORARY BLOWOFFS AT THE END OF WATER SERVICE
LATERALS TO BUILDINGS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
W. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS IN ACCORDANCE
WITH CITY OF MONROE STANDARDS.
X. POINTS OF CONNECTION OF THE EXTERNAL WATER LINES ARE TO COINCIDE WITH THE BUILDING
PLUMBING AS SHOWN ON THE BUILDING PLUMBING PLANS. CONNECTION LOCATIONS SHOWN ON
THESE PLANS ARE APPROXIMATE.
Y. FIRE LINES TO BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR DULY LICENSED BY THE
STATE FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO
CONSTRUCTION.
Z. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS,
AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE
OWNER'S ENGINEER AND THE CITY OF MONROE. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH
CITY OF MONROE SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND CITY OF
MONROE INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS.
AA. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE
SUBMITTED TO OWNER'S ENGINEER.
BB. WATER MAIN SHALL HAVE 14 GA. BLUE COATED TRACER WIRE ON ALL SERVICES AND MAINS
BURIED OVER THE WATER MAIN.
CC. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6' BOC AND HAVE A CLEAR
SPACE OF 3' FROM ANY PERMANENT STRUCTURES.
NOTES
DE -WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE
MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL
WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED AND
STRUCTURES TO BE BUILT THEREIN ARE COMPLETED.
NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR
SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET
(MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE
DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
UTILITY PROVIDERS
WATER & SEWER
CITY OF MONROE WATER RESOURCES DEPT.
704-282-4601
TELEPHONE
ALLTEL
1-800-782-6206
ELECTRIC
UNION POWER COOPERATIVE
704-289-3145
NATURAL GAS
NORTH CAROLINA NATURAL GAS
1-877-427 5325
VII. SANITARY SEWER AND WATER DISTRIBUTION
A. SANITARY SEWERS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS.
SANITARY SEWERS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A
MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE.
B. WHERE SANITARY SEWERS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN
18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED
OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT
IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO
PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE
WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY
RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE
CROSSING.
C. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER
MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE
CROSSING).
D. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE
CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS
ABOVE.
E. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF
SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS.
F. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 -FOOT HORIZONTAL SEPARATION, THE
WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF
LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE
BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
G. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL
INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE
FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A
MINIMUM VERTICAL SEPARATION OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE
SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE
JOINTS ON THE SEWER OR FORCE MAIN(STAGGERED JOINTS).
H. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36
INCHES OF COVER.
I. ALL ON SITE P.V.C. GRAVITY SANITARY SEWER PIPE SHALL BE MADE OF MATERIAL HAVING A
CELL CLASSIFICATION OF 12454 B, 12454 C OR 13354 B AS DEFINED IN ASTM D-1784 AND
CONFORM TO THE REQUIREMENTS OF SDR 26. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED.
J. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL RECEIVE INTERIOR AND
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51.
K. SANITARY SERVICE CONNECTION LOCATIONS SHOWN ON THESE PLANS ARE
APPROXIMATE.
L. ALL SANITARY SEWER WORK SHALL CONFORM TO CITY OF MONROE STANDARDS AND
SPECIFICATIONS & TO CITY OF MONROE WATER & SEWER EXTENSION POLICY.
M. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO
EXISTING LINES OR APPURTENANCES THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS.
CONTRACTOR SHALL NOTIFY ENGINEER AND CITY OF MONROE INSPECTOR AT LEAST 48 HOURS IN
ADVANCE OF SCHEDULED WORK.
N. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER AND CITY OF MONROE PRIOR TO PLACEMENT OF AND PAVING AND AGAIN PRIOR TO
OBTAINING CERTIFICATE OF OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER AND CITY OF
MONROE 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
0. THE CONTRACTOR SHALL PERFORM ALL NECESSARY TESTING IN ACCORDANCE WITH CITY OF
MONROE STANDARDS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND
SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION OF TESTING AND
NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
P. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
Q. ALL WATER SYSTEM WORK SHALL CONFORM WITH CITY OF MONROE STANDARDS AND
SPECIFICATIONS & EXTENSION POLICY.
R. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE
WITH AWWA C-900 AND SHALL BE CLASS 150 DR 18. ALL ON-SITE PVC WATER MAINS 2" TO 3"
SHALL BE CLASS 1120 AND MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D-2241.
WATER MAINS SMALLER THAN 1 1/2" SHALL BE CLASS 1120 OR 1220 SCHEDULE 80 AND MEET
REQUIREMENTS OF ASTM D-1785.
S. PVC PIPE FOR FIRE PROTECTION AWWA C900 CLASS 200 WITH AN SDR OF 14 OR LESS
T. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51,
MINIMUM CLASS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH -ON
JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51.
PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT
CONFORMING TO AWWA/ANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE
PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPES AND FITTINGS. MANUFACTURER'S
CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT.
U. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF
250 PSI AND SHALL CONFORM TO THE C110. REQUIREMENTS OF ANSI AWWA STANDARD A21.10
Q / /
ALL FITTINGS SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE.
V. CONTRACTOR SHALL INSTALL TEMPORARY BLOWOFFS AT THE END OF WATER SERVICE
LATERALS TO BUILDINGS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
W. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS IN ACCORDANCE
WITH CITY OF MONROE STANDARDS.
X. POINTS OF CONNECTION OF THE EXTERNAL WATER LINES ARE TO COINCIDE WITH THE BUILDING
PLUMBING AS SHOWN ON THE BUILDING PLUMBING PLANS. CONNECTION LOCATIONS SHOWN ON
THESE PLANS ARE APPROXIMATE.
Y. FIRE LINES TO BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR DULY LICENSED BY THE
STATE FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO
CONSTRUCTION.
Z. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS,
AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE
OWNER'S ENGINEER AND THE CITY OF MONROE. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH
CITY OF MONROE SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND CITY OF
MONROE INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS.
AA. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE
SUBMITTED TO OWNER'S ENGINEER.
BB. WATER MAIN SHALL HAVE 14 GA. BLUE COATED TRACER WIRE ON ALL SERVICES AND MAINS
BURIED OVER THE WATER MAIN.
CC. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6' BOC AND HAVE A CLEAR
SPACE OF 3' FROM ANY PERMANENT STRUCTURES.
NOTES
DE -WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE
MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL
WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED AND
STRUCTURES TO BE BUILT THEREIN ARE COMPLETED.
NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR
SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET
(MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE
DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
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