20231456 Ver 1_More Info Received_20231127

METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY
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SITE ADDRESS:
120 PS HIDDEN FALLS DRIVE
ASHEVILLE, NC 28804
ISSUED FOR BID
OCTOBER 2023
Water
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IMAGE OBTAINED FROM 2022 MICROSOFT CORPORATION MAXAR CNES DISTRIBUTION AIRBUS DS
LOCATION PLAN
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Smith
islrA4LIr
OVE
4600 PARK ROAD, SUITE 240
CHARLOTTE, NORTH CAROLINA 28209
Environment
LICENSE: NC F=1255
Transportation
ON
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CDM SMITH PN.0
MSN PN.0
Energy
20176=265366
2019080
IF CONTRACTOR HAS NOT BEEN SELECTED
AT THE TIME OF E&SC PLAN SUBMITTAL,
CONTACT SHAUN ARMISTEAD 828-255-8269
Facilities
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SCAL'�
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EXISTING SURVEY LEGEND
PROPOSED LEGEND
VALVE TAG (OPTIONAL)
EXISTING OR FUTURE CONDITION DESIGNATION
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GENERAL FEATURES
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BUILDING; CANOPY; SHED
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FOUNDATION; RUINS
MISCELLANEOUS BUILDING; DECK; RAMP
—�
AREA UNDER CONSTRUCTION
-- --
CONSTRUCTION FENCE LINE
-�
FENCE LINE
FLAGPOLE
HANDICAP PARKING
®
HVAC UNIT
—�
LANDSCAPE PLANTER
o
MAILBOX
�-
PILE, STOCKPILE
o
POLE
•
POST
---
RIPRAP
-r
TRAFFIC SIGN, SINGLE -POSTED SIGN
•-�
MULTIPLE -POSTED SIGN
+
STREET SIGN
O
UNIDENTIFIED FEATURE
EXISTING ASPHALT
DIRT ROAD
WETLAND
UTILITY
FEATURES
®
SATELLITE DISH
COMMUNICATION ANTENNA
ELECTRIC LIGHT POLE
•
ELECTRIC UTILITY POLE w/GUY WIRE
•Q
MONOPOLE TOWER
®
TRANSMISSION TOWER
ABOVEGROUND TRANSMISSION LINE
o
SUBSTATION
a
STORM SEWER CATCH BASIN
■
STORM SEWER DROP INLET
STORM SEWER FLARED -END SECTION
<
STORM SEWER PIPE END
ABOVEGROUND STORM SEWER LINE
UNDERGROUND STORM SEWER LINE
X
TRAFFIC LIGHT POLE
CIE
TRAFFIC LIGHT
o
TRAFFIC SIGNAL CONTROL BOX
FIRE HYDRANT
e ®
UNIDENTIFIED UTILITY FEATURE
o
UNIDENTIFIED UTILITY MANHOLE
NATURAL
FEATURES
#
BOULDER
BUSH
TREE
"<
TREE STUMP
+wr
%-A-A_A-A-A
SCRUB-BRUSH LINE
WOODS LINE
-�
LAND SUBJECT TO INUNDATION
-
CREEK; STREAM; RIVER
-
DITCH
TOPOGRAPHIC FEATURES
�pgg� INDEX CONTOUR w/LABEL
INTERMEDIATE CONTOUR
GROUND SURVEY SYMBOL LEGEND:
CALCULATED POINT
EXISTING IRON REBAR (EIR)
O EXISTING IRON PIPE (EIP)
❑ EXISTING CONCRETE MONUMENT (ECM)
♦ C.S.D. CONTROL POINT
® SANITARY SEWER MANHOLE (SMH)
® SANITARY SEWER CLEAN -OUT (CO)
® AIR RELEASE VALVE (ARV)
C ELECTRICAL BOX
D4 WATER VALVE OR VALVE BOX
El TRANSFORMER (TRAN)
`0b UTILITY POLE
LIGHT POLE
m TELEPHONE PEDESTAL (TPED)
® CURB INLET (CI)
® YARD INLET (YI)/DROP INLET (DI)
® JUNCTION BOX (JB)
+ FINISHED FLOOR ELEVATION (FFE)
DECIDUOUS TREE (SIZE AND TYPE AS NOTED)
0 CONIFEROUS TREE (SIZE AND TYPE AS NOTED)
® MONITORING WELL (MW)
® GAS METER (GM)
GROUND SURVEY LINE LEGEND:
BOUNDARY LINE PER DEEDS/PLATS AS NOTED
RIGHT-OF-WAY LINE
—ss ss ss —
SANITARY SEWER LINE
—PE PE PE-
SEWER PERMANENT EASEMENT LINE
E
EASEMENT LINE
— — — — — —
FEMA FLOODLINE
— — — — — —
FEMA A.C.F.H.
------
OLD BOUNDARY LINE
UGE UGE—
MARKED UNDERGROUND ELECTRIC LINE
FOC FOC
MARKED FIBER OPTIC CABLE/COMMUNICATIONS LINE
w
MARKED WATER LINE
GIS-FM
FORCEMAIN PER GIS
GAS
MARKED GAS LINE
o—o—o—o—
CHAIN LINK FENCELINE
OHE
OVERHEAD ELECTRIC
PROPERTY LINE
- FM FM —
FORCEMAIN
NOTE:
SOME SYMBOLOGY SHOWN IN THE EXISTING SURVEY LEGEND
MAY NOT BE FOUND IN THE SURVEY FOR THIS PROJECT.
;elif] 511viW,I
SURVEYED BY:
ADDRESS:
TELEPHONE:
DATE SURVEY COMPLETED:
GEOTECHNICAL COMPANY:
SOIL BORINGS BY:
ADDRESS:
TELEPHONE:
DATE GEOTECHNICAL
WORK COMPLETED:
N0. I DATE I DRWN I CHKD
WES COLE SURVEYING
549 ELK PARK DRIVE, SUITE 707
ASHEVILLE, NC 28804
828-251-7025
JULY 2022
WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.
1308 PATTON AVENUE
ASHEVILLE, NC 28806
828-252-8130
JULY 2023
REMARKS
DESIGNED BY: M. POLLARD
DRAWN BY: J. ROBINSON
SHEET CHK'D BY: M. POLLARD
CROSS CHK'D BY: C. KOLKHORST
APPROVED BY: R. NANCE-GONZALEZ
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
EXISTING STRUCTURE TO BE DEMOLISHED
OLD WWTP UNITS DEMOLISHED PREVIOUSLY
ASPHALT REPAIR
a
a
a4 a
a
CONCRETE REPAIR
O O O
GRAVEL REPAIR
EXISTING STRUCTURE TO BE MODIFIED
CLEAR AND GRUB
CONSTRUCTION ENTRANCE
X TREE TO BE REMOVED
ARV AIR RELEASE VALVE (ARV)
ABANDON IN PLACE
EXISTING FORCE MAIN TO
REMAIN
DEMOLISH AND REMOVE
- PROPOSED FORCE MAIN
S PROPOSED GRAVITY MAIN AND MANHOLE
LOD LOD LIMITS OF DISTURBANCE
— PE PE PE — PROPOSED PERMANENT EASEMENT
—PE LOD PROPOSED PERMANENT EASEMENT/
LIMITS OF DISTURBANCE
—TCE PE PROPOSED PERMANENT EASEMENT/
TEMPORARY CONSTRUCTION EASEMENT
— LOD TCE LIMITS OF DISTURBANCE/
TEMPORARY CONSTRUCTION EASEMENT
SF SILT FENCE
SSF SSF SUPER SILT FENCE
SILT FENCE OUTLET
16"-SBT-BV-4
NUMERICAL INDICATOR
UNIQUE NUMBER ASSIGNED
TO EACH GATE USED
(OPTIONAL IF NO SCHEDULE)
ABBREVIATION INDICATING
TYPE OF VALVE, i.e. GATE,
PLUG, BUTTERFLY, ETC
PROCESS FLOW STREAM
OR STRUCTURE
VALVE SIZE
PIPE TAG
(3) 3/4"-SHC-PVC
NUMERICAL INDICATOR
FOR MULTIPLE IDENTICAL
FLOWSTREAMS
NOMINAL PIPE SIZE '
GATE TAG
(24x36) - SBT-SG-4
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PIPE MATERIAL (OPTIONAL)
ABBREVIATED PROCESS LINE
DESCRIPTION
NUMERICAL INDICATOR
UNIQUE NUMBER ASSIGNED
TO EACH GATE USED
(OPTIONAL IF NO SCHEDULE)
ABBREVIATION INDICATING
TYPE OF GATE, i.e. SLIDE,
SLUICE, WEIR SLUICE GATE,
OR STOP PLATE
PROCESS FLOW STREAM
OR STRUCTURE
GATE SIZE
(OPTIONAL IF NO SCHEDULE)
LINE WORK FOR EXISTING ITEMS SHALL
BE SHOWN IN A CONTINUOUS LIGHT
LINE. TEXT NOTATIONS FOR EXISTING
CONDITIONS SHALL BE PLACED WITH A
FIFTEEN DEGREE OBLIQUING ANGLE
NEvy LIIVL VV VI\r\ JI IIJVLu UL
SHOWN IN A CONTINUOUS BLACK
LINE. CALL OUTS FOR NEW WORK
SHALL BE VERTICAL CAPS I
� L—
FUTURE LINE WORK SHOULD BE SHOWN
IN A PHANTOM LINE. ITEMS SHOULD BE
LABELED. TEXT NOTATIONS FOR FUTURE
CONDITIONS SHALL BE PLACED WITH A
FIFTEEN DEGREE OBLIQUING ANGLE
DRAWING SYMBOLOGY
SECTION CUT SYMBOLS
45• FROM DIRECTION
OF SECTION VIE`"I
1
G-GN-1
SECTION LINE
THIS SYMBOLOGY TO
BE USED FOR SHORT
SECTION CUTS ONLY
SECTION NUMBER
-3II�ET WHERE SECTION IS LOCATED
IF THE SECTION IS SHOWN ON
THE SAME SHEET IT IS CUT, THE
SHEET NUMBER SHOULD BE
REPLACED WITH A DASH
DETAIL CALL OUT SYMBOLS
DETAIL LETTER
DER LINE
SHEET WHERE
DETAIL IS LOCATEC
IF MULTIPLE DETAILS REFER TO THE SAME
AREA OF THE DRAWING, THE BUBBLES
SHOULD BE STACKED SIDE BY SIDE.
DRAWING, SECTION AND DETAIL TITLES
SUBTITLE OR DESCRIPTION (AS REQ'D)
PLAN
1/4" = 1'-0"
,—SECTION NUMBER
��r_Tlnnl
nPTAII
.)/ 4 = 1 -u
LEGENDS AND SYMBOLS
SHEET WHERE
CUT IS TAKEN
IF SECTION OR DETAIL IS DRAWN ON
THE SAME SHEET THAT IT IS TAKEN
FROM, REPLACE THE SHEET NUMBER
WITH A HYPHEN. IF THE SECTION IS
REFERENCED ON MULTIPLE SHEETS,
THE SHEET NUMBER SHOWN SHOULD
INDICATE THE FIRST SHEET THE
SECTION IS TAKEN FROM.
SHEET WHERE 1111111
DETAIL IS TAKEN �4\ yi tCApC)4,,
y
SEAL
0454151,
PROJECT NO. 20176-265366
FILE NAME: G002NFLG.DWG
SHEET NO.
G-2
ISSUED FOR BID

GENER
SEDIMENTATION AND EROSION CONTROL NOTES
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1. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT
OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF WORK. ACTUAL CONDITIONS MAY DEVIATE FROM THE
INFORMATION SHOWN IN PROJECT DOCUMENTS. CONTRACTOR SHALL NOT HOLD OWNER OR ENGINEER RESPONSIBLE FOR ANY
SUCH DEVIATIONS. EXISTING UTILITIES AND STRUCTURES SHOWN IN PROJECT DOCUMENTS MAY NOT REFLECT AN
ACCURATE/COMPLETE REPRESENTATION OF ACTUAL CONDITIONS. THE PROJECT DRAWINGS DO NOT CLAIM TO SHOW ALL
EXISTING UTILITIES AND FEATURES. ALL CONTRACTORS ARE DIRECTED PRIOR TO BIDDING TO CONDUCT WHATEVER
INVESTIGATION THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT
WILL BE ENCOUNTERED AND UPON WHICH THEIR BIDS WILL BE BASED.
2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING
TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE
ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND OTHER FEATURES AFFECTING THEIR
WORK PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY THE EXISTENCE AND ACCURACY OF BENCHMARKS AND CONTROL
DATA PROVIDED ON THE DRAWINGS. PRIOR TO INITIATING CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER IF
DISCREPANCIES ARE FOUND.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACHIEVE THE DESIRED HORIZONTAL AND VERTICAL PIPELINE ROUTING BY
DEFLECTION OF PIPING AND JOINTS USING NO MORE THAN 75% OF THE MAXIMUM DEFLECTION RECOMMENDED BY THE PIPE
MANUFACTURER OR THRU THE USE OF FITTINGS. FITTINGS SHOWN ON PIPELINES ARE THE MINIMUM REQUIRED TO MAINTAIN
THE ALIGNMENT, BUT MAY NOT NECESSARILY BE ALL THE FITTINGS THAT WILL BE REQUIRED.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ANY TEMPORARY STORMWATER CONTROL MEASURES DURING
CONSTRUCTION.
5. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR EQUIPMENT UNDER EXISTING OVERHEAD UTILITY LINES.
6. POSITIVE SHORING (I.E. NO TRENCH BOXES) SHALL BE UTILIZED IF EXCAVATION IS BEING PERFORMED WITHIN THE 1
HORIZONTAL TO 1 VERTICAL SLOPE AS MEASURED FROM THE EDGE OF PAVEMENT OF AN NCDOT ROAD TO MEET THE
REQUIREMENTS OF THE NCDOT ENCROACHMENT PERMIT AT NO ADDITIONAL COST TO THE OWNER.
7. UTILITY CROSSING DEPTHS AND DIAMETERS SHOWN IN PROFILE ARE ASSUMED UNLESS ELEVATION SPECIFICALLY STATED
OTHERWISE. GRAVITY SANITARY SEWER ELEVATIONS WERE INTERPOLATED BETWEEN UPSTREAM AND DOWNSTREAM MANHOLES. ALL
OTHER UTILITY ELEVATIONS SHOWN WERE DETERMINED BASED ON LEVEL A SUBSURFACE UTILITY ENGINEERING EXPLORATION
AND ARE APPROXIMATE BASED ON MEASUREMENTS TAKEN FROM GROUND SURFACE. CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL UTILITIES, WHETHER SHOWN OR NOT IN THE DRAWINGS, AND SHALL REPAIR ANY DAMAGE CAUSED DURING
CONSTRUCTION AT CONTRACTORS COST.
8. CONTRACTOR SHALL GET APPROVAL FROM OWNER OR ENGINEER PRIOR TO EXCAVATING WITHIN THE DRIPLINE OF ANY TREE.
TREES WITHIN THE FORCEMAIN PE SHALL BE REMOVED. CONTRACTOR SHALL GET APPROVAL FROM OWNER OR ENGINEER PRIOR
TO REMOVING ANY TREES OUTSIDE THE PE AND WITHIN THE LOD.
9. CONTRACTOR SHALL RESTORE ANY PRIVATE PROPERTY ALONG THE FORCEMAIN ALIGNMENT AFFECTED BY CONSTRUCTION
ACTIVITIES TO PRE-EXISTING CONDITIONS. AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL SIGNS, MAILBOXES, IRRIGATION
LINES REMOVED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REINSTALLED OR REPLACED TO THE ORIGINAL LOCATION
AND CONDITION. DRIVEWAYS, SIDEWALKS, LANDSCAPING HARDSCAPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN
KIND TO PRECONSTRUCTION CONDITIONS OR BETTER.
10. DRIVEWAY REPLACEMENT WIDTH FOR DRIVEWAYS DAMAGED BY PIPELINE CONSTRUCTION ACTIVITIES SHALL EXTEND FROM THE
EDGE OF PAVEMENT TO ROAD RIGHT OF WAY.
11. DISTURBED AREAS SHALL BE SEEDED, MULCHED AND/OR MATTED AT THE END OF EACH WORK DAY; AT A MINIMUM,
DISTURBED AREAS SHALL BE STABILIZED WITHIN FIVE WORKING DAYS OR SEVEN CALENDAR DAYS, WHICHEVER IS SHORTER.
12. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE PROJECT SITE IS SECURE AT ALL TIMES TO PREVENT
UNAUTHORIZED ACCESS.
13. BEFORE ANY EXCAVATION, CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE AT 811
(1-800-632-4949) TO LOCATE UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION, EXCLUDING WEEKENDS AND
HOLIDAYS, SO EXISTING UTILITY LOCATIONS CAN BE MARKED. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH OCCURRED THROUGH THEIR FAILURE TO LOCATE AND PRESERVE ANY AND ALL EXITING UTILITIES, STRUCTURES
OR OTHER FEATURES.
14. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND OBTAINING APPROVAL OF THEIR TRAFFIC CONTROL PLANS WITH NCDOT
AND BUNCOMBE COUNTY.
15. HORIZONTAL DATUM IS BASED UPON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM NAD 83. VERTICAL DATUM IS
BASED UPON NAVD 88.
16. CONTRACTOR SHALL NOT CREATE MORE HIGH POINTS ALONG THE FORCEMAIN THAN WHAT IS SHOWN IN THE PROFILE
DRAWINGS.
17. FORCE MAIN SHALL MEET ALL REQUIRED HORIZONTAL AND VERTICAL SEPARATIONS REQUIRED BY NCAC-15A-18C AND
NCAC-15A-02T. CONTRACTOR SHALL IDENTIFY AND RELOCATE ALL POTABLE WATER SERVICE CROSSINGS AS REQUIRED.
18. CONTRACTOR
MUST
MAINTAIN THE
REQUIRED SEPARATION BETWEEN SEWER AND UTILITIES. THE REQUIRED SEPARATION BETWEEN
SEWER AND
STORM
PIPE IS 24".
THE REQUIRED SEPARATION BETWEEN WATER AND
SEWER PIPE
IS 18"
VERTICAL OR
10" HORIZONTAL. ALL OTHER UTILITIES REQUIRE A 12" SEPARATION.
19. ALL POTENTIALLY JURISDICTIONAL SURFACE WATERS OF THE STATE OR UNITED STATES HAVE BEEN SHOWN ON THESE PLANS.
20. DISTURBANCE OF ANY SURVEY MARKERS OR MONUMENTS REQUIRES RE-ESTABLISHMENT BY A NORTH CAROLINA LICENSED
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
21. ALL DISTURBED AREAS SHALL BE REGRADED TO THE ORIGINAL ELEVATION UNLESS OTHERWISE SHOWN AND RECEIVE GRASS.
22. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS, THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM
DIRECT OR INDIRECT DAMAGE ALL PIPES, CONDUITS, UTILITY POLES, GUIDE RAILS, GUARD POSTS, WALLS, FOUNDATIONS,
BUILDINGS, AND OTHER STRUCTURES OR PROPERTY IN THE GROUND, OR THAT MAY APPEAR IN THE TRENCH. PIPES AND
UNDERGROUND CONDUITS EXPOSED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE ADEQUATELY SUPPORTED
ALONG THEIR ENTIRE EXPOSED LENGTHS.
23. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITIES AND FOR VERIFYING, PRIOR TO THE ONSET OF
CONSTRUCTION, THE EXACT LOCATION, SIZE, AND MATERIAL OF ANY EXISTING FACILITY (OR PIPING) PROPOSED FOR
CONNECTION OR CROSSING WITH THIS PROJECT. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING EXISTING UTILITY
LINES. HAND EXCAVATION ONLY WILL BE PERMITTED IN THE VICINITY OF EXISTING PIPES AND/OR CONDUITS. ANY DAMAGE TO
UTILITIES SHALL BE REPAIRS BY CONTRACTOR AT CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S
OFFICE IMMEDIATELY REGARDING ANY CONFLICTS BETWEEN WHAT IS SHOWN HEREIN AND ACTUAL CONDITIONS DISCOVERED
DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS.
24. ALL OPEN ENDS OF PIPE SHALL BE SECURED WITH WATER TIGHT PLUGS AT THE END OF EACH WORK DAY.
THE
FOLLOWING SCHEDULE WILL BE REQUIRED DURING CONSTRUCTION:
ACFH
ANNUAL CHANCE FLOOD HAZARD
AG
ABOVE GRADE
1.
POST EROSION AND SEDIMENT CONTROL PLACARD AT ALL LOCATIONS WHERE WORK IS BEING
AVE
AVENUE
PERFORMED.
BG
BELOW GRADE
2.
HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
CAV
COMBINATION AIR VALVE
CONTACT NCDEQ AND BUNCOMBE COUNTY TO NOTIFY OF PRE -CONSTRUCTION MEETING.
CL
CENTERLINE
CLF
CHAIN LINK FENCE
3.
NOTIFY THE PERMITTING AGENCY (LAND QUALITY SECTION, REGIONAL OFFICE) 48 HOURS PRIOR TO
ANY LAND DISTURBING ACTIVITIES.
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
4.
IDENTIFY THE LIMITS OF DISTURBANCE.
CT
COURT
5.
INSTALL APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS DIRECTED IN THE
DB
DEED BOOK
APPROVED PLAN.
DHMH
DOGHOUSE MANHOLE
6.
FINISH MOBILIZING EQUIPMENT.
DI
DUCTILE IRON
DIA
DIAMETER
7.
IMMEDIATELY STABILIZE ALL DISTURBED AREAS WITH VEGETATION WITHIN THE TIME FRAMES
REQUIRED PER CONSTRUCTION DETAILS.
DIP
DUCTILE IRON PIPE
DR
DRIVE
8.
CONTRACTOR SHALL LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END
OF EACH WORK DAY.
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
9.
CONTRACTOR MUST STABILIZE ALL AREAS WHERE WORK WAS PERFORMED WITHIN 7 DAYS.
EL
ELEVATION
10.
EXCAVATED MATERIAL STORAGE SHALL NOT BE PLACED ONTO THE PAVEMENT OF NCDOT STATE
EX
EXISTING
MAINTAINED ROADS. SILT AND MUD SHALL BE REMOVED FROM PAVEMENT BY SWEEPING ON A
DAILY BASIS AT A MINIMUM.
EOP
EDGE OF PAVEMENT
FM
FORCE MAIN
11.
INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND AFTER RAINFALL EVENTS.
GV
GATE VALVE
MAKE ANY NEEDED REPAIRS IMMEDIATELY. MAINTAIN RECORDS ON SITE USING STORMWATER
INSPECTION MONITORING FORMS TITLED "INSPECTION AND MONITORING RECORDS FOR ACTIVITIES
HORZ
HORIZONTAL
UNDER STORMWATER GENERAL PERMIT NCGO10000 AND SELF -INSPECTION RECORDS FOR LAND
DISTRIBUTING ACTIVITIES PER G.S. 1 13A-54.1 " FROM NCDEQ.
HWY
HIGHWAY
INV
INVERT
12.
CURB INLET PROTECTION DEVICES SHALL BE INSTALLED AT ALL CURB INLETS THAT WILL RECEIVE
LA
LANDSCAPED AREA
SEDIMENT RUNOFF FROM THE WORK AREA OR AS SHOWN ON THE DRAWINGS.
LF
LINEAR FEET
13.
CONTACT NCDEQ UPON PROJECT COMPLETION AND ESTABLISHMENT OF PERMANENT GROUNDCOVER
LN
LANE
FOR PROJECT CLOSEOUT.
LOD
LIMITS OF DISTURBANCE
14.
CONTRACTOR TO INSTALL COIR FIBER WATTLES AFTER CONSTRUCTION IN AREA IS COMPLETE.
MIN
MINIMUM
MH
MANHOLE
15.
AFTER LOCATIONS WHERE WORK IS PERFORMED AND ARE STABILIZED, REMOVE AND DISPOSE OF
ALL TEMPORARY EROSION CONTROL MEASURES.
MSD
METROPOLITAN SEWERAGE DISTRICT
NCDOT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
16.
DISTURBANCE SHALL BE LIMITED TO THE LIMITS OF DISTURBANCE SHOWN HEREIN.
NTS
NOT TO SCALE
17.
EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO PERFORMING ANY
PB
PAGE BOOK
LAND DISTURBING ACTIVITIES IN ANY AREA AND MAINTAINED DURING WORK AND REMOVED WHEN
WORK IS COMPLETED.
PDE
PERMANENT DRAINAGE EASEMENT
PG
PAGE
18.
SEDIMENT AND EROSION CONTROL SHALL COMPLY WITH THE PRACTICES OUTLINED IN THE DESIGN
STANDARDS IN SENSITIVE WATERSHEDS (15A NCAC 4B.0124) AND WETLANDS.
PS
PUMP STATION
PVC
POLYVINYL CHLORIDE
19.
SILT FENCE, WHERE CALLED FOR ON THE DRAWINGS, SHALL BE SPACED APPROXIMATELY 1'
R/W
RIGHT OF WAY
INSIDE OF LOD. CONTRACTOR SHALL DETERMINE ACTUAL SPACING BASED ON FIELD CONDITIONS.
RCP
REINFORCED CONCRETE PIPE
20.
CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PROVIDE
RD
ROAD
ADEQUATE DRAINAGE AND PREVENT POOLING OR FLOODING OF SURROUNDING AREAS. EXISTING
DRAINAGE SWALES IMPACTED DURING CONSTRUCTION SHALL BE REINSTATED AND REPAIRED TO
SS
SANITARY SEWER
EXISTING OR BETTER THAN EXISTING CONDITIONS.
SSMH
SANITARY SEWER MANHOLE
ST
STREET
STA
STATION
SR
STATE ROAD
TBM
TEMPORARY BENCHMARK
TH
TEST HOLE
TP
TRAVERSE POINT
TYP
TYPICAL
U/G
UNDERGROUND
UT
UNDERGROUND TELEPHONE
VERT
VERTICAL
W/
WITH
WL
WATER LINE
WM
WATER METER
APP
APPLE
B. ELDR
BOX ELDER
B.W.
BASSWOOD
BCH
BEECH
B.G.
BLACK GUM
BIR
BIRCH
BCK
BUCKEYE
B.O.
BLACK OAK
C.A.
CRAB APPLE
CAT
CATALPA
CED
CEDAR
CHN
CHESTNUT
CHR
CHERRY
CMY
CRAPE MYRTLE
C.O.
CHESTNUT OAK
D.T.
DEAD TREE
D.W.
DOGWOOD
HEM
HEMLOCK
HIC
HICKORY
HOL
HOLLY
J.M.
JAPANESE MAPLE
LOC
LOCUST
MAG
MAGNOLIA
MAP
MAPLE
MIM
MIMOSA
ORN
ORNAMENTAL
PER
PERSIMMON
POP
POPLAR
R.O.
RED OAK
S.G.
SWEET GUM
S.M.
SILVER MAPLE
SPR
SPRUCE
S.W.
SOURWOOD
SYC
SYCAMORE
U.T.
UNIDENTIFIED TREE
WAL
WALNUT
WIL
WILLOW
W.O.
WHITE OAK
W.P.
WHITE PINE
25. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT OCCUR DURING CONSTRUCTION AND ASSOCIATED
FINES FROM STATE REGULATORY AGENCIES. CONTRACTOR IS REQUIRED TO HAVE PUMP(S) AVAILABLE AT ALL TIMES IN CASE
t4,`�tlCA���fi
OF SPILL OR EXISTING SEWER DAMAGE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY IN THE
���$-.•'•r��i
S
EVENT OF A SPILL OR EXISTING SEWER DAMAGE.
. rt 0 1. mlyIre
_�'.�
Ilk
� SEAL
26. ANY STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
'045465
�•
WASTES SHALL BE LOCATED NO CLOSER THAN 50 FEET FROM SURFACE WATERS AND STORM DRAIN INLETS.17
+.
27 WATER FROME FRENCH BROAD VRM BE DOTESTINGEIHAL DOES NOT
TAPROVIDED
POL-
�
EXCEED100>OOOGALLONS PER FI DOESTHE MUST HEWITHDRAWALW
WITH DWR
IIIt
DESIGNED BY: R. NANCE-GONZALEZ
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT N0. 20176-265366
DRAWN BY: R. NANCE-GONZALEZCDM
FILE NAME: G003NFNT.DWG
SHEET CHK'D BY: M. POLLARD
C. KOLKHORST
Smith
WEAVERVILLE PUMP STATION AND
GENERAL NOTES AND ABBREVIATIONS
SHEET NO.
CROSS CHK'D BY:
4600 Park Road
G-3
APPROVED BY: R. NANCE-GONZALEZ
Charlotte, NC 28203
FORCE MAIN SYSTEM IMPROVEMENTS
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
ISSUED FOR BID

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2018 APPENDIX B
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
Name of Project: WEAVERVILLE PUMP STATION AND FORCE MAIN SYSTEM IMPROVEMENTS
Address: 2225 RIVERSIDE DRIVE, ASHEVILLE, NC Zip Code 28804
Proposed Use: ELECTRICAL BUILDING
Owner or Contact Person: SHAUN ARMISTEAD Phone # [phone]
Owned By: ❑ City/County Private State ■ Authority
Code Enforcement Jurisdiction: ❑ City ■ County BUNCOMBE
LEAD DESIGN PROFESSIONAL: --
*1 - PROVIDED DISCIPLINE SPECIFIC INFORMATION FOR THIS BUILDNG CODE SUMMARY
DESIGNER FIRM NAME LICENSE # TELEPHONE # EMAIL ADDRESS
Architectural CDM ARCHITECTS MICHAEL T. ALFORD 11648 [phone] [e-mail]
Civil CDM SMITH BILL MASON 026894 [phone] _ [e-mail]
Electrical CDM SMITH JOE DOUGHNEY 044993 [phone] [e-mail]
Fire Alarm N/A N/A N/A N/A _ N/A
Plumbing N/A N/A N/A N/A _ N/A
Mechanical(Civil/Environ) CDM SMITH CARL FRIZZELL XX [phone] [e-mail]
Sprinkler -Standpipe N/A N/A N/A N/A N/A
Structural CDM SMITH JUSTIN BOGGS 036223 [phone] [e-mail]
Retaining Walls >5' High N/A N/A N/A N/A N/A
HVAC - PROCESS AREA CDM SMITH JOSHUA A. GARZIONE 082162 [phone] [e-mail]
2018 YEAR EDITION OF NC CODE FOR: ■ New Construction ❑ Addition ❑ uplift
EXISTING: Reconstruction Alteration ❑ Repair ❑ Renovation
CONSTRUCTED ORIGINAL USE RENOVATED CURRENT USE
OCCUPANCY CATEGORY (TABLE 1604.5) CURRENT PROPOSED
BUILDING DATA
Construction Type: I -A I-B II -A ■ II-B III -A III-B
IV V-A V-B
Mixed construction: ■ NO YES Types
Sprinklers: ■ NO ❑ YES NFPA 13 NFPA 13R ❑ NFPA 13D
Standpipes: ■ NO ❑ YES Class 1 II III ❑ Wet ❑ Dry
Fire District: ■ NO ❑ YES
Flood Hazard Area: ■ NO YES
Building Height: 15- 0" Feet 1 Number of Stories
Mezzanine: ■ NO L, YES
High Rise: ■ NO ❑ YES Central Reference Sheet # (if provided)
Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL
1st Floor -- 600 600
TOTAL OCCUPIED SPACE 600
ACCESSIBILITY: WASTEWATER TREATMENT PUMP STATIONS FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
REPAIR AND MONITORING ARE NOT REQUIRED TO BE ACCESSIBLE PER SECTION 1103.2.9 OF THE
INTERNATIONAL BUILDING CODE.
ALLOWABLE AREA
Primary Occupancy: ❑ Assembly A-1 A-2 ❑ A-3 A-4 A-5
El Business ❑ Educational ■ Factory -Industrial ❑ F-1 Moderate ■ F-2 Low
G Hazardous ❑ H-1 Detonate ❑ H-2 Deflagrate _ H-3 Combust ❑ H-4 Health H-5 HPM
❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 1-4
1-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 5
❑ Mercantile ❑ Residental ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4
C Storage ❑ S-1 Moderate ❑ S-2 Low High -Piled
E Utility and Miscellaneous ❑ Parking Garage Open Enclosed G Repair Garage
Secondary Occupancy: N/A
Incidental Uses (Table 509): N/A
Special Uses: ❑ 402 C 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407
❑ 408 ❑ 409
❑ 411 E 412 ❑ 413 ❑ 414 ❑ 415 ❑ 416
❑ 417 ❑ 418
❑ 420 ❑ 421 ❑ 422 ❑ 423 ❑ 424 ❑ 425
❑ 426 ❑ 427
Special Provisions: ❑ 509.2 ❑ 509.3 509.4 509.5 ❑ 509.6
509.7
Mixed Occupancy: ■ NO ❑ YES Separation: Hr. Exception:
❑ Incidental Use Separation (508.2.5)
This separation is not exempt as a Non -Separated Use (see exceptions).
❑ Non -Separated Use (508.3)
The required type of construction for the building shall be determined by applying the height
and area limitations for each of the applicable occupancies to the entire buidling. The most
restrictive type of construction, so determined, shall apply to the entire building.
Separated Use (508.4) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual
floor area of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A Actual Area of Occupancy B
+
<1
Allowable Area of Occupancy A Allowable Area of Occupancy B
❑ 410
❑ 419
509.8
...... = <1.00
STORY NO.
DESCRIPTION
(A)
(B)
(C)
(D)
AND USE
BLDG AREA
4
TABLE 506.2
AREA FOR
ALLOWABLE AREA
PER STORY
AREA
FRONTAGE
PER STORY OR
(ACTUAL)
INCREASE,5
UNLIMITED2,3
1
F-2 600 SF
23,000
N/A
N/A
i. rrontage area increases trom Section bub.3 are computea tnus:
a. Perimeter which fronts a public way or open space having 20 feet minimum width = (F)
b. Total Building Perimeter = (P)
c. Ratio (F/P) _ (F/P)
d. W = Minimum width of public way = (W)
e. Percent of frontage increase If= 100[F/P-0.25]x W/30
2. Unlimited area applicable under conditions of Section 507.
3. Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2).
4. The maximum area of parking garages must comply with 406.5.4.
5. Frontage increase is based on the unsprinklered area value in Table 506.2
REV.
I DATE I DRWN I CHKD
REMARKS
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY:
DATE:
ALLOWABLE HEIGHT
ALLOWABLE INCREASE FOR SHOWN ON PLANS I REFCODE SPRINKLERS
Type of Construction Type II-B Type II-B
Building Height in Feet (Table 504.3)2 Feet 55'-0" Feet=H+20' N/A Feet 15'-0"
Building Height in Stories (Table 504.4)"' Stories 3 Stories+1= N/A Stories 1
1. Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4.
2. The maximum height of air traffic control towers must comply with Table 412.3.1.
3. The maximum height of open parking garages must comply with Table 406.5.4.
FIRE PROTECTION REQUIREMENTS
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
RATING
DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
SHEET #
FOR
RATED
PENETRATION
SHEET #
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W/
REDUCTION)
Structural frame,
including columns, girders,
trusses
Bearing walls
Exterior
North
East
West
South
Interior
Nonbearing walls and
partitions
Exterior
North
East
West
South
Interior walls and partitions
N/A
I 28'
>30'
N/A
0
0
>30'
0
>30'
0
N/A
N/A
N/A
N/A
N/A
N/A
--
N/A
N/A
N/A
N/A
0
Floor construction
including supporting beams
and joists
Floor Ceiling Assembly
Columns Supporting Floors
Roof Construction, including
supporting beams and joists
Roof Ceiling Assembly
Columns Supporting Roof
Shaft Enclosures - Exit
Shaft Enclosures - Other
Corridor Separation
Occupancy/ Fire Barrier Separation
Party/Fire Wall Separation
Smoke Barrier Separation
Tenant/Dwelling Unit/
Sleeping Unit Separation
Smoke Barrier Separation
0
N/A
N/A
0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
* Indicate section number permitting reduction
PERCENTAGE OF WALL OPENING CALCULATIONS
FIRE SEPARATION DISTANCE
DEGREE OF OPENINGS
(FEET) FROM PROPERTY LINES
PROTECTION
ALLOWABLE AREA
ACTUAL SHOWN ON PLANS
(TABLE 705.8)
%
%
N/A
N/A
N/A
N/A
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting: NO ■ YES
Exit Signs: NO ■ YES
Fire Alarm: ■ NO YES
Smoke Detection Systems: ■ NO YES Partial
Panic Hardware: NO ■ YES
Carbon Monoxide Detection: ■ NO YES
LIFE SAFETY PLAN REQUIREMENTS
Life Safety Plan Sheet # A-100
Fire and/or smoke related wall locations (Chapter 7)
Assumed and real property line locations
Exterior wall openings area withe respect to distance to assumed property lines (705.8)
Exterior structures within 30' of the proposed building
■ Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.2)
Occupant loads for each area
■ Exit access travel distances (1017)
Common path of travel distances (1006.2.1 & 1006.3.2(1))
Dead end lengths (1020.4)
■ Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)
Actual occupant load for each exit door
A seperate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for
purposes of occupancy separation
LJ Location of doors with panic hardware (1010.1.10)
❑ Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)
❑ Location of doors with electromagnetic egress locks (1010.1.9.9)
❑ Location of doors equipped with hold -open devices
❑ Location of emergency escape windows (1030)
❑ The square footage of each fire area (202)
❑ The square footage of each smoke compartment (407.5)
❑ Note any code exceptions or table notes that may have been utilized reagrding the items listed above
ACCESSIBLE PARKING
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESS1,3 (SECTION 1015.2)
REQUIRED
SHOWN ON
ALLOWABLE TRAVEL
ACTUAL TRAVEL
REQUIRED
ACTUAL
PLANS
DISTANCE
DISTANCE SHOWN
DISTANCE
DISTANCE
(TABLE 1017.2)
ON PLANS
BETWEEN
SHOWN
EXIT DOORS
ON PLANS
ELECTRICAL ROOM
1
1
300'
19'-0"
N/A
N/A
1. Corridor dead ends (Section 1018.4)
2. Building with single exits (Table 1021.2), Spaces with one means of egress (Table 1006.2.1)
3. Common Path of Travel (Section 1029.8)
EXIT WIDTH
USE GROUP OR
(a)
(b)
(c)
EXIT WIDTH
(in) 2,3,4,5,E
AREA
AREA
CALCULATED
EGRESS WIDTH
REQUIRED WIDTH
ACTUAL WIDTH
SPACE DESCRIPTION
(SQ. FT)
PER OCCUPANT
OCCUPANT
PER OCCUPANT
(SECTION 1005.1)
SHOWN ON PLANS
OCCUPANT
LOAD
(TABLE 1005.1)
(a : b) x c
(TABLE
(ate)
1004.1.1)
STAIR
LEVEL
STAIR
TLEVEL
STAIR
LEVEL
F_2 600 100 GROSS 6 .3 .2 N/A 1.2 N/A 34
1. See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
2. Footnote deleted.
3. Minimum stairway width (Section 1009.1); min. corridor width (Section 1020.2); min. door width
(Section 1008.1)
4. Minimum width of exit passageway (section 1021.2)
5. The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the
total required (section 1005.1)
6. Assembly occupancies (Section 1025)
STRUCTURAL DESIGN
DESIGN LOADS:
Importance Factors: Wind I W
Snow I S
Seismic I E
Live Loads: Roof
Mezzanine
Floor
Ground Snow Load: 15 psf
Wind Load: Basic Wind Speed
Exposure Category
SEISMIC DESIGN CATAGORY
Provide the following Seismic Design Parameters:
Occupancy Category (Table 1604.5)
Spectral Response Acceleration
Site Classification (ASCE7)
Data Source
Basic Structural System (check one)
1.0
1.10
1.25
20 psf
N/A psf
300 psf
120 mph (ASCE-7)
C
A B ■ C
X
I ❑ II ■ III ❑ IV
SS 0.313 %g S 1 0.109 _ %g
-1 A ❑ B ❑ C ■ D
❑ Field Test ■ Presumptive Historical Data
■ Bearing Wall ❑ Dual w/Special Moment Frame
Building Frame ❑ Dual w/Intermediate R/C or Special Steel
Moment Frame ❑ Inverted Pendulum
Analysis Procedure Simplified ■Equivalent Lateral Force
Architectural, Mechanical, Components anchored? Yes ■ No
LATERAL DESIGN CONTROL: Earthquake Wind ■
SOIL BEARING CAPACITIES:
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report) N/A psf
Presumptive Bearing capacity psf
Pile size, type, and capacity N/A
PLUMBING FIXTURE REQUIREMENTS
Dynamic
USE
SPACE EXISTING
NEW
REQUIRED
WATERCLOSETS
URINALS
N/A
LAVATORIES
SHOWERS/
TUBS
N/A
DRINKING FOUNTAINS
MALE FEMALE UNISEX
N/A N/A N/A
MALE FEMALE UNISEX
N/A N/A N/A
REGULAR ACCESSIBLE
N/A
N/A
LOT OR
PARKING AREA
TOTAL # OF SPACES
# OF ACCESSIBLE SPACES PROVIDED
TOTAL #
ACCESSIBLE
PROVIDED
REQUIRED
PROVIDED
REGULAR WITH 5'
ACCESS AISLE
VAN SPACES WITH
132" ACCESS AISLE
8' ACCESS AISLE
TOTAL
C. SOLLOG
B. SANTOS
C. SOLLOG
A. CULP
M. ALFORD
SEPTEMBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
*ACTUAL OCCUPANT LOAD OF BUILDING LESS THAN 15. SEPARATE FACILITIES NOT REQUIRED PER EXCEPTION NO. 2 SECTION 403.2
INTERNATIONAL PLUMBING CODE. DRINKING FOUNTAIN NOT REQUIRED PER NOTE f TABLE 403.1 INTERNATIONAL PLUMBING CODE.
CARO�''�,,
SEAL
026894 0
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CIVIL STRUCTURAL
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
C A
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044993 _
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•:,NGI
ELECTRICAL
ENERGY SUMMARY
ENERGY REQUIREMENTS:
The following data shall be considered minimum and any special attribute required to meet the energy cod
shall also be provided. Each Designer shall furnish the required portions of the project information for the
plan data sheet. If energy cost budget method, state the annual energy cost budget vs allowable annual
energy cost budget.
Existing building envelope complies with code: N/A
Exempt Building: Provide code or statutory reference:
Climate Zone: 3 ■ 4 5
Method of Compliance: *" ❑ Prescriptive (Energy Code) ❑ Performance (Energy Code)
❑ Prescriptive (ASHRAE 90.1) E Performance (ASHRAE 90.1)
THERMAL ENVELOPE
Roof/ceiling Assembly (each assembly)
Description of assembly - Insul Below Deck Floors over unconditioned space
U-Value of total assembly - 0.05 (each assembly)
R-Value of insulation - 19 Description of assembly - N/A
Skylights in each assembly - N/A U-Value of total assembly -N/A
U-Value of skylight - N/A R-Value of insulation - N/A
Total square footage of skylights
in each assembly - N/A
Exterior Walls (each assembly) Floors slab on grade
Description of assembly - Insulated Precast Concrete Description of assembly - Concrete
U-Value of total assembly - 0.07 R-Value of insulation - Not Required
R-Value of insulation - 15 Horizontal requirements - Not Required
Opening (windows or doors with glazing) Vertical requirements - Not Required
U-Value of assembly - N/A slab heated - N/A
Solar heat gain coefficient - N/A
projection factor - N/A
Door R-Values - 0.70
Walls below grade (each assembly)
Description of assembly - N/A
U-Value of total assembly - N/A
R-Value of insulation - N/A
ELECTRICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
Method of Compliance:'* ❑ Prescriptive (Energy Code) ❑ Performance (Energy Code)
❑ Prescriptive (ASHRAE 90.1) ❑ Performance (ASHRAE 90.1)
Lighting schedule
lamp type required in fixture -
number of lamps in fixture -
ballast type used in the fixture -
number of ballasts in fixture -
total wattage per fixture -
total interior wattage specified vs allowed - *`
total exterior wattage specified vs allowed - **
Additional Prescriptive Compliance
L_ C406.2 More Efficient Mechanical Equipment
❑ C406.3 Reduced Lighting Power Density
❑ C406.4 Enhanced Digital Lightning Controls
❑ C406.5 On -Site Renewable Energy
❑ C406.6 Dedicated Outdoor Air System
❑ C406.7 Reduce Energy Use in Service Water Heating
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
Method of Compliance: ** Prescriptive ❑ Energy Cost Budget
Climate Zone **
Thermal Zone Mechanical Spacing Conditioning System
winter dry bulb -** Unitary
summer dry bulb - ** description of unit - **
Interior design conditions heating efficiency -**
winter dry bulb -** cooling efficiency -**
summer dry bulb - ** size category of unit - **
relative humidity - ** Boiler
Size category. - If oversized, state reason: N/A
Building heating load - ** Chiller
Building cooling load - ** Size category. - If oversized, state reason: N/A
List equipment efficiencies
Equipment schedules with motors (mechanical systems) - Refer to HVAC Schedules
**THE ELECTRICAL ROOM IS EXEMPT FROM THE REQUIREMENTS OF THE NORTH CAROLINA ENERGY
CONSERVATION CODE. CHAPTER 1, SECTION 101 OF THE ENERGY CONSERVATION CODE DEFERS TO
ASHRAE/IESNA STANDARD 90.1 -ENERGY STANDARD FOR BUILDINGS EXCEPT LOW RISE RESIDENTIAL
BUILDINGS. FOR COMMERCIAL BUILDINGS, THE APPLICABLE EXEMPTION FROM ASHRAE 90.1 IS
PARAGRAPH 2.4:
C101.2: "ENERGY EXPENDED IN SUPPORT OF PROCESS ENERGY APPLICATIONS DOES NOT INVOKE ENERGY
CONSERVATION CODE REQUIREMENT OR BUILDING THERMAL ENVELOPE REQUIREMENTS UNLESS OTHERWISE
REQUIRED IN SPECIFIC SECTIONS OF THIS CODE."
2.4: "THIS STANDARD SHALL NOT BE USED TO CIRCUMVENT ANY SAFETY, HEALTH, OR ENVIRONMENTAL
REQUIREMENTS."
THE ELECTRICAL ROOM IS A NORMALLY UNOCCUPIED AREA ON A WASTEWATER TREATMENT PLANT SITE
THAT HOUSES ELECTRICAL EQUIPMENT ESSENTIAL TO THE WASTEWATER TREATMENT PROCESS. THE
ELECTRICAL ROOM COOLING EQUIPMENT PROVIDES SPACE CONDITIONING FOR THE EQUIPMENT ONLY. THE
HEATING SYSTEMS PROVIDED ARE FOR FREEZE PROTECTION ONLY.
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APPENDIX B CODE SUMMARY
ELECTRICAL BUILDING
PROJECT NO. 20176-265366
FILE NAME: G005CODE.DWG
SHEET NO.
G-5
ISSUED FOR BID

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NIA
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3165S
N/A
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ELECTRICAL EQUIPMENT OUTSIDE CLASSIFIED
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ACH
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4.2.2 ROW 31
LESS THAN 12
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LOCATE ELECTRICAL EQUIPMENT OUTSIDE
CLASS I, DIV 1
LINE a
ACH NR
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316SS
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316SS
3168S
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LINE
LINE a
L
NNV NR
OUTISDE
316SS
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316SS
SS ELECTRICAL EQUIPMENT WHEN LOCATED
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REFER TO DETAIL W ON THIS SHEET. NEMA 4X 316
NEMA EMAOUTIS
4XCLASS
4.2.2 ROW 34
RIGID
SS ELECTRICAL EQUIPMENT WHEN LOCATED
I, DIV 2
NNV NR
E
31655
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NIA
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31655
LINE A
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NEMA 4X
NEMA 4X 316SS ELECTRICAL EQUIPMENT WHEN
RIGID
CLASS I, DIV 1
4.2.2 ROW 19
NNV NR
OUTISDE
316SS
ALUMINUM
NIA
NIA
316S5
316S5
LOCATED OUTSIDE CLASSIFIED AREAS, ELSE NEMA 7
ENVELOPE
REQUIRED.
ACH — AIR CHANGES PER HOUR
N/A — NOT APPLICABLE
NR — NOT REQUIRED
FE — PORTABLE FIRE EXTINGUISHER
H — HYDRANT PROTECTION
CGD — COMBUSTIBLE GAS DETECTION SYSTEM
NNV — NOT NORMALLY VENTILATED
DESIGNED BY: T. ROSCHEN
DMm
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
DRAWN BY: M. SMITH
SHEET CHK'D BY: T. ROSCHEN
Smith
J. DOUGHNEY
WEAVERVILLE PUMP STATION AND
CROSS CHK'D BY:
APPROVED BY: J. DOUGHNEY
4600 Park Road
Charlotte, NC 28203
FORCE MAIN SYSTEM IMPROVEMENTS
DATE: OCTOBER 2023
Tel: [phone]
3 FOOT RAID
FROM VENT (DIV
LEGEND:
(THIS SHEET ONLY)
CLASS I DIVISION 1
CLASS I DIVISION 2
UNCLASSIFIED
NFPA 820, FIGURE A.4.2(b)
PUMP STATION WET WELL
DETAIL rA'**�
N.T.S. —
Z CnnT [DAM11 IC
NFPA 820, FIGURE A.4.2(d)
VALVE VAULT
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PUMP STATION 1
AREA CLASSIFICATION
SITE PLAN AND TABLE
HATCH
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PROJECT NO. 20176-265366
FILE NAME: 0006NFAC.DWG
SHEET NO.
G-6
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DRYING//////////
BEDS/////////// /////// CHAIN11111111111
\
LINK
\/ \ I I o I I FENCE I\
SLUDGE D' SITE IN THIS AREA �' I
HOLDING PB 67 PG 134 I
TANK
°O yS I -ri r■ S/ M/ /r r rr /06ow /�..r..i mWimi r r�./ 4miim
...
REFER TO C-101 / / ZONE AE
FOR ADDITIONAL �'J (FLOODWAY)
DEMOLITION
� r
CHLORINE
\\ \ \ \ \ TP #7 - #5 RE -BAR CONTACT / SILT FENCE OUTLET (TYP)
\ \ 0 \ CHAMBER
\ O N: 724172. 42' / / / // / �0�
E.• 931462.74' /////, _A'9
ELEV.: 1924. 05'
\ \ SILT CE �`�
\\ \ \ \ \ AO - - /////// o 00
DESIGNED BY: B. MASON CDM
DRAWN BY: R. MADHURA
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: C. KOLKHORST
B. MASON 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
N
Legend:
Red - Temporary
Stream Impact 1" = 20'
NOTES: 10 0 20
1. SURVEYS USED IN COMPLETING THESE DRAWINGS
WERE PERFORMED BY COLE SURVEYING AND DESIGN
IN JUNE 2022.
2. ALL DISTANCES ARE HORIZONTAL GROUND UNLESS
OTHERWISE NOTED.
3. THESE DRAWINGS REPRESENT A TOPOGRAPHIC AND
AS -BUILT SURVEY, PHYSICAL IMPROVEMENTS,
UTILITIES AND OTHER SURFACE OR SUB -SURFACE
FEATURES MAY EXIST WHICH ARE NOT SHOWN .
PROPERTY LINES AND LEASED LINES AS SHOWN ARE
TO BE CONSIDERED APPROXIMATE AND SHOULD BE
VERIFIED AS NECESSARY.
4. HORIZONTAL DATUM IS BASED ON THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM (NAD
83/201 1). VERTICAL DATUM IS BASED ON NAVD 88.
5. PRIOR TO START OF WORK, CONTRACTOR IS TO
ESTABLISH THREE ADDITIONAL CONTROL POINTS FOR
USE DURING CONSTRUCTION.
6. PIPE SIZES AND TYPES AS SHOWN ARE TAKEN FROM
INFORMATION OBTAINED DURING FIELD SURVEY
INFORMATION CONTAINED IN AS -BUILT PLANS. FIELD
VERIFY AS NECESSARY.
7. SITE IS LOCATION OF ABANDONED WWTP.
APPROXIMATE LOCATIONS OF ABANDONED STRUCTURES
ARE SHOWN. EXACT EXTENT OF PREVIOUS DEMOLITION
IS UNKNOWN, HOWEVER POSSIBILITY EXISTS THAT
CONTRACTOR WILL ENCOUNTER THESE STRUCTURES
WHEN EXCAVATING FOR NEW FACILITIES. COST OF
ANY DEMOTION AND REMOVAL OF PREVIOUS
STRUCTURES IS TO BE INCLUDED IN BID PRICE.
8. ALL EROSION CONTROL MEASURES SHALL BE IN
PLACE PRIOR TO BEGINNING DEMOLITION ACTIVITIES.
9. ANY ITEMS IDENTIFIED AS BEING SALVAGED FOR THE
OWNER ARE TO BE TRANSPORTED AND STORED
BEHIND THE MSD TREATMENT PLANT ON RIVERSIDE
DRIVE.
DEMOLITION FEATURES:
1. ABANDON IN PLACE APPROX. 180 LF OF PIPELINE
2. REMOVE APPROX. 100 LF OF WATER PIPE.
3. DEMOLISH APPROX. 3,830 SF OF ASPHALT
PAVEMENT
4. REMOVE AND REPLACE APPROX. 30 LF OF
CHAIN -LINK FENCING
5. ABANDON IN PLACE APPROX. 250 LF OF PIPELINE
6. DEMOLISH CONCRETE PIPE SUPPORTS AT CREEK
CROSSING AND REMOVE 30" DIP AERIAL PIPE
LEGEND:
EXISTING STRUCTURE TO
BE DEMOLISHED
PREVIOUSLY DEMOLISHED
STRUCTURE
EXISTING ROAD/CURB/GUTTER
TO BE REMOVED
EXISTING PIPE ABANDON IN P LAC E
x TREE REMOVAL
PL PROPERTY LINE
LOD LIMITS OF DISTURBANCE
SF SILT FENCE
OLD WWTP UNITS ��������N 11CAROZZY/k/�i
DEMOLISHED PREVIOUSLY � �O•��FESS/��,.••tiy�
CLEAR AND GRUB - i SEAL
026894
�••••:,NGI NEB-,: •••
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I/'IIII1111
PUMP STATION 1
SITE DEMOLITION PLAN I
PROJECT NO. 20176-26536E
FILE NAME: C100PSEP.DWG
SHEET NO.
C-100
ISSUED FOR BID

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REMARKS
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SLUDGE �DUMP SITE IN THIS AREA
PER PB 67 PG 134
HOLDING
TANK
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
B. MASON
R. MADHURA
M. POLLARD
C. KOLKHORST
B. MASON
OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
g_ 1141 =
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SILT FENCE
A
CD-6
I
LIMITS OF DEMOLITION
Ifs �
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GENERATOR
ELECTRICAL
PANELS
PLAN
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
INFLUENT CHANNEL \
TOP OF CONCRETE.•
1923.9' \
INV.: 1911.4'f
INFLUENT CHANNEL
TOP OF CONCRETE:
1924.0'
WV.: 1911.5't
10'
5 0 10
N1. DEMOLISH CONCRETE DIVERSION BOX
2. DEMOLISH CONCRETE INFLUENT CHANNEL
3. DEMOLISH HOIST
I
4. DEMOLISH 10-FT DIAMETER WETWELL
CALCIUM
1
5. DEMOLISH CONCRETE VAULT
STORAGE
\�
6. DEMOLISH CONTROL PANELS AND COVER
TANK
\
7. REMOVE AND SALVAGE BACKUP PUMP
8. DEMOLISH CONCRETE VALVE VAULT
9. DEMOLISH BYPASS PUMP CONNECTION POINT
10. DEMOLISH 6-FT DIAMETER ARV MANHOLE
\
11. REMOVE AND SALVAGE GENERATOR
12. DEMOLISH ELECTRIC PANELS AND COVER
\
13. REMOVE AND SALVAGE FUEL TANK
\
14. DEMOLISH BOLLARD (TYP 3)
I
15. RELOCATE OVERHEAD ELECTRICAL LINE AND POLES
I
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\
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FENCE
/ \
I \
I
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LEGEND:
EXISTING STRUCTURE TO BE
DEMOLISHED
PREVIOUSLY DEMOLISHED
STRUCTURE
EXISTING ROAD/CURB/GUTTER
TO BE REMOVED
/////// EXISTING PIPE ABANDON IN PLACE
x TREE REMOVAL
PL PROPERTY LINE
90101
PUMP STATION 1
SITE DEMOLITION PLAN II
LIMITS OF DISTURBANCE
OLD WWTP UNITS
DEMOLISHED PREVIOUSLY
\\\\�`�N C'Qh'0�
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= 026894
CONSTRUCTION ENTRANCE
/��i�<</qMPc'�\``\\
PROJECT NO. 20176-265366
FILE NAME: C101 SDDT. DWG
SHEET NO.
C-101
ISSUED FOR BID

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POINT TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1
724262.65
931433.44
BUILDING CORNER
2
724232.24
931463.44
BUILDING CORNER
3
724257.89
931426.56
HVAC CORNER
4
724249.08
931439.50
HVAC CORNER
5
724279.03
931513.66
BUILDING CORNER
6
724266.63
931541.09
BUILDING CORNER
7
724290.94
931550.78
BUILDING CORNER
8
724278.23
931556.45
CORNER OF PAD
9
724214.55
931446.56
CORNER OF PAD
10
724209.81
931473.21
BUILDING CORNER
11
724262.21
931405.15
METER VAULT CORNER
12
724257.15
931418.36
METER VAULT CORNER
13
724280.94
931395.67
EDGE OF PAVEMENT
14
724308.64
931567.36
CORNER OF PAD
15
724318.42
931555.33
CORNER OF PAD
16
724360.81
931424.36
EDGE OF PAVEMENT
17
724363.66
931435.59
EDGE OF PAVEMENT
18
724267.25
931401.78
EDGE OF PAVEMENT
19
724291.15
931418.54
EDGE OF PAVEMENT
20
724318.95
931432.86
EDGE OF PAVEMENT
21
724333.34
931444.12
EDGE OF PAVEMENT
22
724317.79
931478.23
EDGE OF PAVEMENT
23
724341.18
931530.64
EDGE OF PAVEMENT
24
724291.86
931552.64
EDGE OF PAVEMENT
25
724241.08
931481.38
EDGE OF PAVEMENT
26
724235.88
931494.65
EDGE OF PAVEMENT
27
724255.63
931538.91
EDGE OF PAVEMENT
28
724241.93
931545.02
EDGE OF PAVEMENT
29
724247.97
931517.67
CORNER OF PAD
30
724268.85
931490.83
CORNER OF PAD
31
724282.89
931436.82
EDGE OF PAVEMENT
32
724277.41
931449.20
EDGE OF PAVEMENT
33
724275.37
931505.45
CORNER OF PAD
34
724211.92
931477.75
EDGE OF PAVEMENT
35
724241.45
931503.06
CORNER OF PAD
36
724251.83
931476.73
EDGE OF PAVEMENT
NOTES:
1. CONTRACTOR IS TO MAINTAIN OWNER AND FIRE
DEPARTMENT ACCESS TO ALL STRUCTURES DURING
CONSTRUCTION
2. LANDINGS OUTSIDE OF ALL DOORS SHALL BE
1/4-INCH BELOW THE ELEVATION THE FINISHED
FLOORS AND SHALL BE SLOPED AWAY FROM BUILDING
OPENINGS AT A MAXIMUM OF 2% SLOPE.
3. PROVIDE A MINIMUM 2% SLOPE AWAY FROM
STRUCTURES TO ENSURE POSITIVE DRAINAGE FROM
PAVED AREA.
4. SIDEWALKS SHALL HAVE A MINIMUM 2% SLOPE AWAY
FROM ELECTRICAL BUILDING TO ENSURE POSITIVE
DRAINAGE. AT DOORWAYS, SIDEWALK IS TO HAVE A TOP
ELEVATION OF 1924.75.
REV.
I DATE I DRWN I CHKD
REMARKS
ASPHALT PAVEMENT
WELL HOUSE
' (FF 1927.6)
FFE.• 1927.6'
W�
W3 vu f
W� W� INV.: 1919.9' �
6'CONC. SIDEWALK
FLOW METER VAULT REFER TO
DRAWING No. M-107
AERATION
BASIN i
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: -
DATE:
B. MASON
R. MADHURA
M. POLLARD
C. KOLKHORST
B. MASON
OCTOBER 2023
W-4 -, INS
INV.: 1920.6'
DING/
SLUDGE
HOLDING
TANK��///iiiii`
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
4' WIDE CONCRETE
SIDEWALK
`.-
/CP�IPER
ASPHALT TO
CONCRETE TRANSITION
CONCRETE PAVEMENT
(SEE NOTE 3)
REMOVABLE BOLLARDS
(SPACED AT 4FT)
PLAN
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
41
6 FT DIA.
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U) N O `\ \\\ IN,
0 0 `�' w 2. LANDINGS OUTSIDE OF ALL DOORS SHALL BE
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o > z AUTHORITY UPON COMPLETION OF DETENTION BASIN.
Li / w o \��\ \ \ \
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DESIGNED BY: B. MASON
CD1W
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
=
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DRAWN BY: R. MADHURA
PUMP STATION 1
:2 v p
SHEET CHK'D BY: M. POLLARD
Smith
U aWEAVERVILLE
U N
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CROSS CH BY: C. KOLKHORST
PUMP STATION AND
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a
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APPROVED BY: B. MASON
Road
Charlotte, ONC 8203
FORCE MAIN SYSTEM IMPROVEMENTS
% Nw
N0.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
X J 0 OO Q�
PROJECT NO. 20176-265366
FILE NAME: C105PSGD.DWG
SHEET NO.
C-105
ISSUED FOR BID

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REV.
I DATE I DRWN I CHKD
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REFER TO FORCEMAIN
DRAWING NO.C-300 -
REMARKS
4+v
o SOD
c LOD � 3S
SOD
SOD
LOD 3S
/ `00 3S "' I
\_�S 4" 45° BENDn
ELECTRICAL LINES
SEE E-100 FOR ELECTRICAL
DUCTBANK ROUTING
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
B. MASON
R. MADHURA
M. POLLARD
C. KOLKHORST
B. MASON
OCTOBER 2023
300 "--- 3�n
UG
UGE �
^�- UGE NEW PAD MOUNTED
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
POLE MOUNTED
LIGHT FIXTURE
(TYP 7)
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
ui �(2) 2"ODOR CONTROL
CARRIER PIPE
(PVC SCH80)
I
4" 45` BEND
4" 45° BEND I
vE
/ 2" 90 BEND PVC(SCH 80)
24" BEND RADIUS (TYP)
INFLUENT CHANNEL
REFER TO DRAWING
No. M-101
' MH-C (5-FT DIA.)
STA 0+50
RIM 1920.74
INV IN 1901.20 30" DI
INV OUT 1900.60 30" DI
1
I
I
INFLUENT MH (6-FT DIA.)
STA 0+00
RIM 1923.15
INV IN 1900.40 30" DI
INV OUT 1900.40 30" I DI
YARD HYDRANT 1. ELEVATIONS AND LOCATION OF EXISTING PIPING AND UTILITIES IS BEST UPON
BEST INFORMATION AVAILABLE.CONTRACTOR IS RESPONSIBLE FOR VERIFYING
AND RECORDING THE EXACT LOCATIONS, SIZE AND MATERIAL OF ALL BURIED
PIPING AND UTILITIES. ANY DAMAGE TO UTILITIES CAUSED BY WORK
ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S
EXPENSE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY REGARDING ANY
CONFLICTS BETWEEN WHAT IS SHOWN HERE IN AND ACTUAL CONDITIONS IN
THE FIELD.
ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED.
ALL NEW BURIED DUCTILE IRON PIPING IS TO BE RESTRAINED JOINT.
UNLESS OTHERWISE INDICATED.
4. DO NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM
DEFLECTION OF ANY JOINT.
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PUMP STATION 1
YARD PIPING PLAN
PROJECT NO. 20176-265366
FILE NAME: C106PSYP.DWG
SHEET NO.
C-106
ISSUED FOR BID

CIA IN, IN,
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\\ CD-6 SILT FENCE \ \\ \ oV°o / \ \ \a �J� Q Q Q Q � / r - 1 = 10
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\ \ g \ I REMOVE EX TING\ \ EXISTING NAIL 0.2 BG DB 3640 PG 35
o \ \ \\ \ o^ / \ \ PAVEMENT(SEE NO 3) \\� \ \ �\ \ \ \01* `DB 1334 PG 15 ` _ -
z NCDOT HIGHWAY PLANS
\ \ \ \ \ \ \ \ \ \\ \ \ PROJECT #32108 - -
0 1 \ \\ \\ \ \\ NO PIN
� I� `\\ \\ \ \\ \\ \ ° \��1 \ ��\\ \ �'\ Olt
\ - --- --- -
-' ---__ NOTES:
\ \ \ \ \ \ a\ V --
SILT FENCE B / o� �\ \ �\ \ \ \ \ o \ �L� \\ DEMOLISH TOP I\ 1 1 . A COMPLETE SUBSURFACE UTILITY INVESTIGATION
o \ OUTLET CD-6 \g \ \ \\ \ I I \ �� a SLAB OF WETWELL \a I \� WAS NOT COMPLETED FOR THIS PROJECT.
\\ III I I y \\\ \\ (REF. M-200) \ I EXISTING PIPELINES SHOWN IN THE DRAWINGS
o I I \\\ I \ \\ \ \ \g \ \ \ \ I \I I g G \\a 1 THAT MAY IMPACT CONSTRUCTION ARE BASED
I `O
\ ,A, \ \ \ \ / I \ \ I I I\ REMOVE AND REINSTALL \ \ I ON DRAWINGS FROM PREVIOUS PROJECTS AND
z I \ \ \ H FFE. 2011.2' II I \ \ BFP AND SPIGOT \ MAY DIFFER FROM CURRENT CONDITIONS. USE
I METROPOLIT�I \SEWERAGE DISTRICT \ \ 4 g \ \ I \ CAUTION WHEN EXCAVATING AND NOTIFY THE
o I DB 1.2A PG 774 \ \ g I j � I � WETWELL VAULT I HOIST �\\ \ DEMOLISH/REMOVE \� \ � � OWNER UPON ENCOUNTERING ANY UNFORESEEN
� I DB 3712 / 93 (NCDOT) \ \\ \\� TOP: 2011. 10' % I \� EXISTING \ \\ I \a CONDITIONS
\ I PIN 9721-3388 \ \ / \ \ 1
\ I I C/L OF BOT.: 1996.23' MH RIM: 2011.1' FORCEMAIN 2. ALL ABANDON PIPES THAT WILL REMAIN IN THE
\�� `1 \ \\ \g SIDES OF BOT.: 4 GROUND ARE TO BE PLUGGED OR CAPPED ON
a
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�••••••••• ° lJl
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I ....... + \ \ BYPASS VALVE VAULT
I I....... ]'.'. \ \ \ 1 \ \
• `-'� � COURSE.COMPACT EXISTING BASE COURSE TO
TOP. 2011. 1 ft�/ \ DEMOLISH SMH AND VAULT EXISTING NAIL 0.2' BG 100% STANDARD PROCTOR, ADDING 8" ABC
I I.:....... \....... \ \ \� TOP PIPES: 2004.4
Q I \ \ \ \ - � FLOOR: 2002.7' TO 3- FOOT BELOW GRADE \\�, /�\ STONE AS NECESSARY TO PROVIDE LEVEL
....... \ < SURFACE. INSTALL 3" INTERMEDIATE COURSE
= I I \ \ \ \ (SEE NOTE5) a / DI #1078 „
/ \ AND 2 S9.5C SURFACE COURSE COMPACTED TO
_ _ _ GRATE. 2013.0 90% MAXIMUM LAB DENSITY. FINISHED GRADE
co I \ \ \ �\ ,�, a \/ _ - INV.: 2006.0 f
I \ - - - - - - - .� \� \ TO MATCH EXISTING. PROVIDE MINIMUM 2%
(7) I + \� FORCEMAIN NOT IN SERVICE As / \ INV. FULL OF DEBRIS
o I • • • • • As ( SLOPE AWAY FROM EXISTING STRUCTURES TO
C I `�'o \ \ ABANDON IN PLACE - ` �-
I • • • • • • • • \••••• • • • • •-- . --�•-•-•-•-•-•- - - - � ° \ y, �o / � \ / \ \ / � � ENSURE POSITIVE DRAINAGE FROM PAVED AREA.
� ...... SMH-MSD # 1 \ \ LOD LOD - �v \ \ \ /
w o I I cr \ ....... \ .......... \\..... \ G� \
v� RIM. 2013 �v \ 8 DI �. \ SMH°o MZ/ _ 1 1.1 g \ \ �� '° 'd ��" '° /
I I ........1 .......... ,k, <° \ \ \ €� � - \ \ / 4. REFER TO E-200 FOR ELECTRICAL DEMOLITION.
oo I ` • • • • • • • • • INV. IN: 005.4 ° \ \ \ \j \ VALVE.• 200 .1\�' 'INV.: 2005.9'f
w ► \.......I .................. 2 �\e\ \ `(\ \ °o / / oo
\ INV. IN 005. 1 \`\\ \ \\� \ / // \ (INV. FULL OF DEBRIS \ i 5. REFER TO SECTION 017300,013513.24 AND
oI \ �.............'. - .. INV. _ UT. 2004.3 `!t` \g \ `� \ \ co\ VAULT l / �s� \ I _ /
o I \ \;I �_ /�/� \ 024119 FOR CONSTRUCTION SEQUENCE AND
0 W WETLAND K - �\ \ TOP: 2011.5 / / ` _ �f ,�5 DEMOLITION REQUIREMENTS.
/- ` \<°° \ \ \ \ \ \ N/ ° SF TOP FM. 2004. 8' 1 , / - - - a `yG
_ 6. REFER TO C-300 SHEETS FOR REQUIREMENTS
LLJ..... I I I �\ \ \ FL OR: 2003.2 i Q
OF FORCEMAIN INSTALLATION.
Q \ \ ..... I \ aoi �✓ \ EX. CULVERT
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\ \ \ =I I \ \ \ _ - - - AND GATE AS NECESSARY TO PERFORM WORK.
w = �\\ ��\ ?pis \ \ �2� \\\\\ \\ P` TING 2010 i \\
o - - -\ \ \ � •.•.�•.�.•. I I F RCEMAIN �
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o \ \ \ \ 1 + I I II�, \ N \ c,� uiic,H DB 4851 PG 684 �J
\- \ \\ \\ �`•• -... XI I I I l` \�\ \\ \ o \\ _�_- � � PB 129 PG 82��
o VERA E. GUTHRIE \ \ \ \ N 9721-97-4331
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z 129 PG 82 LOT 1 \ \ \ 1 1 I I I I I - \ \ \ FORCEM IN -STREAM J �
L PPlN 9721-97-3342 \ \ \ \+ =1 I =1 I 1 I �\ g\ ERVICE BAN N IN
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w o \ \ I �� I 1...'�.....:. pl = I I-QF, - \\\ �\ \\\`- , 20►5 3712 PG 193 DISTURBANCE
C w o \\ I �/� i \•_-_-.N••.•.•••••.-. � \ I I \� -I I - \ \ \ � '11 I1\ 000,
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NI z v
DRAWN BY: T. CHANDRIKA
Cn p
SHEET CHK'D BY: M. POLLARD
Smith-M
C. KOLKHORST
WEAVERVILLE PUMP STATION AND
0
CROSS CHK'D BY:
4600Park Road
iri m c) w
APPROVED BY: B. MASON
Charlotte, NC 28203
FORCE MAIN SYSTEM IMPROVEMENTS
V
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
XJU OOP
DE DR j SASS
\IERSt �� �
R, ass IN,
001
LEGEND:
EXISTING STRUCTURE TO BE
EXISTING ROAD/CURB/GUTTER
TP 1137 - 64 TO BE REMOVED
\ N: 717328. &
E. 929573.7E , / / / EXISTING PIPE ABANDON IN PLACE
ELEV.: 2015.
\ � X TREE REMOVAL
S\/ R R - PROPERTY LINE
Ss/ l�
ss� LOD- LOD- LIMITS OF DISTURBANCE
ss
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PUMP STATION 2
SITE DEMOLITION AND
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FILE NAME: C20OPSEP.DWG
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AWAY FROM EXISTING STRUCTURES TO ENSURE
POSITIVE DRAINAGE FROM PAVED AREA.
2. REFER TO C-300 SHEETS FOR REQUIREMENTS
OF FORCEMAIN INSTALLATION.
3. REMOVE AND REINSTALL CHAIN LINK FENCING
AND GATE AS NECESSARY TO PERFORM WORK.
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MSD OF BUNCOMBE COUNTY, NORTH CAROLINA PROJECT 20
FILE NAME:: C201 PSYSYP.DW DWG
PUMP STATION 2 SHEET NO.
WEAVERVILLE PUMP STATION AND SITE AND YARD PIPING PLAN
FORCE MAIN SYSTEM IMPROVEMENTS C-201
ISSUED FOR BID

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DESIGNED BY: R. NANCE—GONZALEZ
CD1W
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
DRAWN BY: L. VIDYAVATHI
SHEET CHK'D BY: M. POLLARD
Smith
CROSS CHK'D BY: D. HEISER
WEAVERVILLE PUMP STATION AND
APPROVED BY: M. POLLARD
4600 Park Road
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FORCE MAIN SYSTEM IMPROVEMENTS
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EXISTING
%
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NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH
WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
A i
/
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
/
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY
FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND,
RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE
/
PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER CO TION THAN EXISTED PRIOR TO CONSTRUCTION.
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%• VNSSARY
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7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED
IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN
EXCAVATING NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
CONSTRUCTION.
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9. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
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PROFILE PROFILE
HORIZONTAL SCALE: 1 " = 40HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5' VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
CD1W
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
DRAWN BY: L. VIDYAVATHI
OLD MARSHALL HWY FORCEMAIN
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
Smith
4600 Park Road
Charlotte, NC28203
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PLAN AND PROFILE
STA 11+00 THRU STA 22+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
2000
1990
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ACCOMPLISH WORK.
Legend:
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2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
Purple -Permanent Wetland
3. FORCEMAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11. Impact
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCEMAIN.
Red - Temporary Stream Impact
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL
RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION
ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS,
FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER CONDITION THAN
EXISTED PRIOR TO CONSTRUCTION.
C
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6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCEMAIN AS NECESSARY FOR CONSTRUCTION. ALL OTHER TO BE
ABANDONED IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE
-
SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE MAIN.
/
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
/
CONSTRUCTION.
9. REFER TO SECTIONS 315000 AND 330507.25 FOR JACK AND BORE REQUIREMENTS.
10. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM,
EXISTING GRADE
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REMARKS
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HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHK'D BY: M. POLLARD
CROSS CH
BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
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1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY
TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME
ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S
CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS,
STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE
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BENDS. USE SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE MAIN.
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DRIVEWAYS DURING CONSTRUCTION.
9. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING
THE STREAM, BEFORE AND AFTER THE INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF
CONSTRUCTION ACROSS THE STREAM.
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HORIZONTAL SCALE: 1 " = 40' HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5' VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CD1W
Smith
4600 Park Road
Charlotte, NC28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
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4+50
45+00
46+00
47+00
48+00
49+C
REV.
I DATE I DRWN I CHKD
REMARKS
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
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4600 Park Road
Charlotte, NC 28203
Tel: [phone]
, TP #50 — 60D NAIL j
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KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
-304
MARSHALL
WY
PUMP
TATI 0 N 2
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LANE
17
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MAINTAIN POSITIVE
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SLOPE TO ARV
SLOPE TO ARV \
EXISTING UNDERGROUND LECTRIC
\
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EXISTING UNDERGROUND
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NOTES:
\
\
1.
CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD
AREAS ONLY AS NECESSARY TO ACCOMPLISH WORK.
\
2.
CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
\
3.
FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
\
4.
EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING
FORCE MAIN.
5.
THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF
ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION
ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS NECESSARY
\
ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER
CUTOFF WALLS
CONDITION THAN EXISTED PRIOR TO CONSTRUCTION. C
(SEE NOTE 6)
\
6.
USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
7.
REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR
CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE
EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE
MAIN.
8.
CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
9.
SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
10.
TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER THE
INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM.
11.
TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
2060
2050
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2030
2020
2015 2015
49+00
50+00 51 +00 52+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
53+00
54+00
55+00
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
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2010
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1990
1980
1970
55+50
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PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
REV. DATE DRWN CHKD REMARKS OCTOBER 2023
NO. DATE:
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
1970
2020
1960
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11
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61
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63+00
64+00
65+C
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
1970
1960
m
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KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
C-305
MARSHALL
WY
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TATI 0 N 2
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LANE
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MARTIN M. HUTZEL SH
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LL �
NOTES: 8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN)
AND DRIVEWAYS DURING CONSTRUCTION.
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY
AS NECESSARY TO ACCOMPLISH WORK. 9. PROTECT ROADWAY CULVERTS AT FORCE MAIN CROSSINGS.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES. 10. SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11. 11. THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL EXTENDS FROM CENTERLINE OF
PAVEMENT TO NO MORE THAN 10 FEET (10') OFF THE EDGE OF PAVEMENT.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
12. CONTRACTOR TO AVOID IMPACTS TO THE 6' TALL DECORATIVE HEAD WALLS AND BRIDGE.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR CONTRACTOR IS PERMITTED TO INSTALL THE PIPELINE UNDERNEATH THE PAVEMENT TO AVOID
SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING SUCH IMPACTS FROM APPROXIMATELY STATION 78+50 TO 81 +00.
FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR
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AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE 13. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION
—
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EXISTED PRIOR TO CONSTRUCTION. MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM. I
MAINTAIN POSITIVE MAINTAIN POSITIVE
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7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR
_
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CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE EXISTING FORCE MAIN LIKELY
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DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
REMARKS DATE: OCTOBER 2023
79+00 80+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
81 +00
82+00
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
83+00
84+00
1970
1960
Legend:
KEY PLAN
AI
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
OL
MARSHALL
HWY
C-307
PUMP
STATION 2
CANOE
LANE
F
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1940
1930
85+00
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 74+50 TH RU STA 85+00
PROJECT NO. 20176-265366
FILE NAME: C307FMPP.DWG
SHEET NO.
C-307
ISSUED FOR BID

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I DATE I DRWN I CHKD
// / // t/ 1'\ \ \ \ \ \ \ \ \ ' \ ' \� '\ I RONALD S. FERRELL. \ \\ \ _�
����j///�\ TRUSTEE OF THE RONALD S.
J(
\FERRELL REVOCABLE TRUST
DATED MAY 6. 2020
��� 5901 PG TP #39 - 60D NAIL \\ ` �� \ \ \ \ D PB 20 PG 95 0 \
N. 718161.76 INTERMITTENT \� ��\? � \\ 3
\ \ O� PIN 9721-97-5811 � r*l� \\ O0
E. 929203.29' STREAM
do ELEV.: 1981.8 1
= \ 24" HDPE DR 1 cFORCEMAIN,\\ \\\ --/�/�� _
VA RI BLE WIDTH
f ST NEHEADWALL
\ \\ \�O
PIPE SHALL MAINTAIN 3
MINIMUM SEPARATION FROM
DGE OF PAVEMENT.\\��,
1 // ANTHONY & LOLA GREGORY
J DB 1877 PG 303
PIN 9721-98-0114 .
)00 ��\\\ \ \ 1•
#38 - 60D NAIL
=/ N. 717771.38'
-� E.• 929148.65'
ELEV : 1998.59'
FENCE WETLAND
(TYP.)
)NEY RIDGE. LLC
t 2097 PG 286 )
9721-87-9833 •'� I ) I I /I I I
NOTES,-
1 . CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS
-
ONLY AS NECESSARY TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
-
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE
MAIN.
BURIED
CULVERT.-
/
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE -
CONTRACTOR
CONFIRM
TO
INVERTS
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR
i
o
DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN
2
KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING,
WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS
GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION.
C
24" HDPE DR11 FORCEMAIN
-
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%.
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR
/
CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE EXISTING FORCE MAIN
LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN
EXCAVATING NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE
EXISTING GRADES
OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
/
9. PROTECT ROADWAY CULVERTS AT FORCE MAIN CROSSINGS.
/
10. SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
/
-
11. THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL EXTENDS FROM CENTERLINE
OF PAVEMENT TO NO MORE THAN 10 FEET (10') OFF THE EDGE OF PAVEMENT.
12. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION
BURIED CULVERT.
CONTRACTOR
CONFIRM INVERTS
TO-
EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER THE INSTALLATION OF THE
/-
FORCE MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM.
13. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
/
5+00
86+00
87+00
88+00
89+00
90+00
PROFILE 91
+00 92+00
93+00
94+00
95+C
REMARKS
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
2010
2000
1990
m
r
m
D
O
z
m
1980 m
1970
1960
1955
0
KEY PLAN
AI
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
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ROAD
DRIVE
MARSHALL
C-308
PUMP
STATION 2
CANOE
LANE
17
F
e
�O
RIVERSIDE_
DRIVE
Legend:
Red - Temporary Stream Impact
Blue - Permanent Stream Impact
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 85+00 TH RU STA 95+00
PROJECT NO. 20176-265366
FILE NAME: C308FMPP.DWG
SHEET NO.
C-308
ISSUED FOR BID

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Red - Temporary Stream Impact
LIGHT OF LIFE TABERNACLE. /NC. WETWELL VAULT DI #1078 / x
DB 3640 PG 35 / / TOP: 2011.10' GRATE.• 2013.0'
DB 1334 PG 15 / C/L OF BOT.. 1996.23' INV: 2006.0 f
2050 / / / / NCDOT HIGHWAY PLANS -PROJECT #32108 SIDES OF BOT.: 1996.26' (INV. FULL OF DEBRIS) Y •!`�`
NO PI �/� // / / / / , /111y,- /,/
EXISTING NAIL
/ EXISTING NAIL, REPLACE EXISTING
- 0.2' BG
0. 4' BG FENCE. SEE NOTE 5. VALE VAULT'
TOP: 2011.1' PERENNIAL
3 FFE.• 2011.2' TOP PIPES: 004.4 STREAM
20, i / / FLOOR: 002.7'
--`�` GUARDRAIL y
24" HDPE DR 11 FORCEMAIN �I i I�- ��/� SEE NOTE 5 1i P/GOT &
24 CMP / /X p'oV'r' ° LO0 BFP
V IN: 2005.8' 15 EIR 0.2' BG NCDOT
PIPE SHALL MAINTAIN, INV UT' BURIED H GRIND AND % �00
3' MINIMUM SEPARATION " CONCRETL CD-3 OVERLAY I I
FROM THE EDGE OF / HEADWALL- _� - "
PAVEMENT., -STREAM J
EXISTING IL % \I
0.5, 0 �1:.4Z DQ 44')...�1A. 14 OT
48" CMP
*VV IN: 2006.0'
INV OUT- 2005.9'
DB 4851 PG 684
V129 PG 82
IN 9721-97-4331
/ /
SIGN. SEE
NOTE 5.
I SIGN. SEE
�JT1 NOTE 5.
MAINTENANCE LIMITS R V4A
PER .. CONTROL
B O f.�j � _�`��w i ►,.•�� ,ice � :�:j��:
SEE NOTE -7q--
EX. 18" DIP FM
E SEE NOTE 7
APPROXIMATE TOWN OF WOODFIN \
^ MUNICIPAL LIMITS
SMH-MSD 1118-448932
RIM: 2016.6' SEE CD-11 INSET B
INV. IN: 2007.3' ' 1
INV OUT.' 2007 \
INV IN: 2009.8'-+ /
/ 0 VERA E. GUTHRIE / HOl i i \i .
EX. 12" DIP FM O j DB 4377 PG 177 _ _ TRACER WIRE
SEE NOTE 7 vO DB 3652 PG 823 (NCDOT) MH RIM: 201 1' I TEST
STATION
PB 129 PG 82 /
PIN 9721 -342 / 3/4--
y 0 PERENNIAL / fi \`INV IN: 2012.2f
CD-1
STREAMp V�� IN2 12.2
CMON SMH RIM: 2011. ' W � W E T LA N D K (INV. �U4L� �E6R
BRIDGE. / �- TOP OF VALVE: 2006.1 ' � I
p SEE NOTE 5. �� / %2
60 CMP VERA E. 019 - \
_ GUTHRIE j/ SEWERAGE
VA T - Zp2�
Q INV IN: 1996.4' DB 4377 PG 177 PB 129 PG 82 LOT 1 '� / n
� PB 129 PG 82 LOT 7 / / TOP: 2011 5' _ J� / Cn > \ \
INV OUT. 1995.E / PIN 9721-97-3342 ipl-
(f 1 PIN 9721-97-2468 �j TOP FM: 2004 8 _� O
'n �` o STREET SIGN. �/ -- '
Q 7 o / /� B SILT FE N C E'oo .2 METROPOLITAN p0 m
c9 / al = / SEE NO^ 5. j/ CD-6 OUTLET (TYP.) _ SEWERAGE DISTRICT �k I w z
U �� lg 18-3116 DB 1285 PG 774 r / I
- 30 9� DB 3712 PG 193
O k o �� 1 A PROVIDE TEMPORARYo5. (NCDOT) Q
-1" 0 '� m _ STREAM DEWATERING PIN 9721-97-3388 ABANDONED
2Q /A�Pr HALT //� ( )
J A CD-5 SEE NOTE 10 04.3'� -�� \ \ _ FORCEMAIN
G o0 DRIVEWAY REPAIR CD-3 VERA E. GUTHRIE /
//I , , C DB 4377 PG 177 O
�i W l /UYKENDALL BRANCH RuAi, � PB 129 PG 82 LOT 2 / �L
0 , S.R. 1716 � / \ PIN 9721-97-_2350 PEA--. \�
o 45' R/W PER DB 1789 PG 770 - �-� E - `I
2030
2020
w
w
w
0 2010
2000
VERA E. GUTHRIE P�i P��
DB 4377 PG 177 '�� 10' ES PE /
JACK F. WAXENBERG 1 / PB 129 PG 82 LOT 6
DB 5505 PG 1846 (-� PIN 9721-97-2402
PIN` 9721-97-0426
PLAN
INV OU • 2008.3'
R :-STREAM
J j �
WETLAND L
1 �WETLAND
EROSION CONTROL B
�1 MATTING CD-5
REPLACE EXISTING
FENCE. SEE NOTE 5
6" HDPE DR 13.5 FORCEMAIN
'EX. 20" HDPE FORCE
MAIN. PROTECT IN PLACE. \ ti22 \
�\ A O� _
\ SILT FENCE CD-6
.7
CANOE LANE \ ��
S.R. 1863 COUNTY OF BUNCOMBE
60' R/W PER PB 50 PG 72O, 1263 PG 182, TRACT 2
(PUBLIC) \ PIN 9721-95-9833\
030
020
m
r
m
D
010
�l
m
m
EXISTING 20"
FORCEMAIN
M
20 0 40
KEY PLAN
AI
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
WY
-309
TATIONMP
CANOE
LANE
D
F
e
�O
RIVERSIDE_
DRIVE
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR
TCE AND LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT
ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS,
DR11.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE
OF EXISTING FORCE MAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED
EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY
FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE
CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND,
RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES,
LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE
PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER
CONDITION THAN EXISTED PRIOR TO CONSTRUCTION.
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. C
CD-9
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS
NECESSARY FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED IN
PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT
ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN EXCAVATING
NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS
(KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
CONSTRUCTION.
9. PROTECT ROADWAY CULVERTS AT FORCE MAIN CROSSINGS.
10. SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
11. THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL
EXTENDS FROM CENTERLINE OF PAVEMENT TO NO MORE THAN 10
FEET (10') OFF THE EDGE OF PAVEMENT.
12. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO
ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE
AND AFTER THE INSTALLATION OF THE FORCE MAIN, FOR THE
DURATION OF CONSTRUCTION ACROSS THE STREAM.
13. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
1990
95+00
96+00
97+00 98+00 99+00 100+00
1990
101 +00
�1CAPff�!
{.
{0Ilk
PROFILE
SEAL
04540
HORIZONTAL SCALE: 1 " = 40'
.' •:
VERTICAL SCALE: 1 = 5
i p�•
DESIGNED BY: R.
NANCE-GONZALEZ
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT N0. 20176-26536E
DRAWN BY:
L. VIDYAVATHICDM
OLD MARSHALL HWY FORCEMAIN
FILE NAME: C309FMPP.DWGSHEET
SHEET N0.
-309
CHK'D BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
Smith
4600 Park Road
Charlotte, 4 28203
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PLAN AND PROFILE
STA 95+00 THRU STA 100+75
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE:
OCTOBER 2023
454E
4
ISSUED FOR BID

A PROVIDE TEMPORARY SMH-MSD 1118-448932
CD-5 STREAM DEWATERING RIM. 2016.6'
(SEE NOTE 10) , INV. IN. 2007.3'
\\\\ \ \ \r INV OUT. 20072'
w \� \\ ` SMH-MSD # 18-448931
o I �No EXISTING NAIL 0.2' BG \ NCDOT PDE DB RIM: 2020.2
3712 PG 1 3 INV. IN: 2006.6'
0 48" CMP c� l INV OUT. 2006.5 j\ n "`
Q I I\ \ INV IN: 2006.0' O j 111111111 ,,11���11
11�J INV OUT. 2005.9''-J 1\� „ I METROPOLITAN 6 45° BEND
r / \ SEWERAGE DISTRICT TA=0+02 NO � h
/ \ I DB 4851 PG 684 N 717391.31 \�
z PB 129 PG 82 E= '9445.67
w / )� I / PIN 9721-97-4331
l li f J I 6" BEND
EXISTING NAIL I STA= +06
_ \ I 0.2' a� N=717 87.65
CONNECT 6 O
o E=9294 4.96
1510
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\ 42" CMP �' 0 h -/ / j// 2n4n _INV: 2036_0 ��) �// O
_ / _
' / �, /CHAIN
iNv nur qnnR.3' �7 ' / / / / / ry0 ) / / 2p30 , /,///� FENCE EX. 20" HDPE _ j�/j �
- - FORCEMAIN LOCATION _ / g � Q
STREAM J rr / i // 1 /- _ SMH-MSD # 18-4193672045 _ - APPROXIMATE IN THIS
PERENNIAL / RIM. 2066.8 - ASPHALT
/ / / / '� _ AREA PROTECT IN PLACE =z - Z
/ /' / /� / / INV. IN. 2045.2 CURB - _ _$
STREAM / O / // / // 0 / / /INV.oar. 2045.1�, _� �_7�0_ - - _ -N
?:•:� / / COUNTY OF BUNCOMBE / �� 203 j / �i/ // TREATED TIMBER �� O
i:•: N/ DB 1263 PG 182, TRACT 2 / �� / SMH-MSD #18-419366 �� GUARDRAIL. / �/ ()
PIN 9721-95-9833 / / RIM. 2058.8' / SS
REPAIR / / // / // 12 SQUARE POSTS i /NV.: 2 52.7 -
/ r� /j INV. IN. 2044.0 6'X 10" RAILS SS S A fY
WETLAND L - ^ / VARIABLE WIDTH MSD / �'-- SS - A
j / INV. OUT. 2043.8 �C�' S�NRGl2�JND STORMWATER B 0
EASEMENT PER DB ZUJ / // i� / DETENTIOIR FROM AS -BUILT E L _
\ ✓ / / �� 5020 PG 1110 & PB / / j/� / �� ® PE PE � PE �V AJ 7R iT 2 "HDPE 24 I O
TYP.
-� - Z02 CD-6� / / / 30 132 G J4 0kQ //� ,�/../�� E
PE RIM: 2063. D
EX. 20" HDPE / APE V.: 2052.3' (A) I`7
FORCEMAIN LOCATION CONCRETE E V.: 2052.6' (8)
^� - SMH-MSD # 18-419365 � `/ / / DECORATIVE . 052.4' C
/ /p30� RIM: 2049.4' fJ %r / APPROXIMATE IN THIS O FOUNTAIN WASHOUT CD-9 () U
l lDE
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INV. IN. 2042.5' �
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o� REPLACE EXISTING ASPHALT � -. � � �-/
1 l FORCEMAIN m _ �� FENCE%///S FENCE. SEE NOTE 5 �. - ��PE
0 NC HIGHWAY 251 TO PS 2 �n�_ \ �2 j� - EX. 8 DIP SS. / i PE _
,\A 00 i // / ••... ASS o OLD MARSHALL HWY.' SEE C- 01 �''0 _ \ ` SO �\ PROTECT IN PLACE / � GUARDRAIL. %°�Ax; Q� S �P0 (n
MAINTENANCE LIMITS R/W b �� - �,/ / EROSION b SEE NOTE 5
PER NCDOT 4 �� \ /`fl'�j j�0�� ��✓��I� �� CONTROL i / S 8+0 PE W
I \ o �, CD-5 5
> I I ' I I INSTALL FORCEMAIN IN SAME TRENCH MATTING /�� \ \ (n
i TRACER WIRE B Sb AS ABANDONED GRAVITY SEWER.
O H GRIND AND �_ TEST STATION o i P E L00 TCE �- TC� = O
m ` CD-1 ` REMOVE OLD PIPE AS NECESSARY- / E
CD-3 OVERLAY. STREAM J 1� 0 18" HDPE \ / �� �Cj0 �� ��L\ 1 TPY34 #5 R BAR
\ pl/ (CE / N. 71668� 7 +
INV IN. INV.: 2012.2 f / `r �� 2�/ /� P L� 8 I O
II \ 1 II r r (INV. FULL OF DEBRIS) " S O l �j 2055 r U E C
0 5 EIR 0.2' BG P 9721-97-338� 1 / INV OUT' 2010.4 � � / � � // � / � �� STA 7+85 '
# i �Gj _ / �/ pff j Ou / AIR VALVE MANHOLE CD-1
z I I WETLAND / 0 I I \ / / // Q
m I I III I I �I /F� 0 /� ASPHALT A 1 I II \ N
o I S NK E _ I / /pE / _ '� Sd`� DRIVEWAY REPAIR CD-3
LL.J I / ) �� DCCT/lD� N CD-5 / \ e / f I 7 �Oj / "{ / I \ I \ I I W
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/ / / / l sC / WETLAND K E
/� I I ��/ / /l / ABANDONED / �" �' 'L / 6 HDPE DR 13.5 FORCEMAIN-
y, CANOE LANE � O / � �' � »�' s 0 �`' AIR VALVE MANHOLE CD-1 J
m �I / _ /3/4 DP pB _ FORCEMAIN , s.R. 1863 _ I �C�\ / Sd� \ _
o I / 1 Q O ' ,q / / PIN 9721-97-3342 / / / / 0� �/ �� 60 R/W PER 6� 0
J / ��-� �'%�/ (%� / r / �c // OLD- - / �,_ �� / PB 50 PG 7 d / BUNCOMBE COUNTY
O �/ 1 �f .. i I I I f / I O STA 4+92 C / TRAINING FACILITY Q
0 \ 1 \ / / / VERAA E GUTHRIE �I �� �� (PUBLIC) 9
> 1 , / 24" HDPE DR 1 1 FORCEMAIN �� DB 4377 PG 177 � / o j� / I AIR VALVE MANHOLE CD-1 ENTRANCE
z \ I / PB 129 PG 82 LOT 2.� /SMH-MSD # 18-31161 J
PIN 9721-97-2350 1 J� / RIM: 2053.6:
l / / / �" 74 / / INV IN. 2041.3
ou �N
PERENNIAL // INV OUT: 04o.9;N
D / %/ � STREAM r , �� / / / '
l / � / / r / / INV: 2049.9'
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VERTICAL SCALE: 1 " = 5'
REMARKS
C
y TP #36 - 6OD NAIL
�o N. 717174.52' � /
E. 929136.20' �
�pF EV.`�20011). 41' 20�% 2 80 j Zp$i
PLAN
Legend:
Purple - Permanent Wetland
Impact
Red - Temporary Stream Impact
A
2040
2070
6" HDPE DR 13.5 FORCEMAIN
O
NO j
EXISTING GRADE- / I a N
/ m +L6 > I\ o -
2030 _ > r` O D r- D
04
(n(nw D-
2060 - N N w
NOTES:
m 1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH
m w / /-� WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
O O / 3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
m w / 4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
m
2020 5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY
FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND,
2050 - RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE
o PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION. C
I
> O 6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%.ft� CD-9
\rn o D1 7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED
/ m + (0 D- IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN
> � o ABANDONED 8 DIP
Q N GRAVITY SEWER EXCAVATING NEAR THE EXISTING FORCE MAIN.
r` i
� � w ABANDONED 8" DIP 8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
2010 / GRAVITY SEWER CONSTRUCTION.
/9. SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
2040 / EXISTING 8" DIP 10. THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL EXTENDS FROM CENTERLINE OF PAVEMENT TO NO MORE THAN 10
GRAVITY SEWER FEET (10') OFF THE EDGE OF PAVEMENT.
EXISTING -
-18 EX I HDPE 11. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM,
FORCE E BEFORE AND AFTER THE INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM.
12. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
2002 2034
D 4+00
DESIGNED BY: R. NANCE-GONZALEZ CDM
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
APPROVED BY: Charlotte, NC 28203
DATE: OCTOBER 2023 Tel: [phone]
5+00 6+00 7+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
8+00
9+00
2070
2060
2050
2040
2034
10+00
EMERGENCY TRAINING FACILITY FORCEMAIN
PLAN AND PROFILE
STA 0+00 TH RU STA 10+00
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
PUMP
STATION 2
C-310
CANOE
LANE
17
F
e
RIVERSIDE_
DRIVE
N
1 = 40
20 0 40
PROJECT NO. 20176-265366
FILE NAME: C31OFMPP.DWG
SHEET NO.
C-310
4
ISSUED FOR BID

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HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ CDM
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
REV. APPROVED BY: Charlotte, NC 28203
N0. DATE DRWN CHKD REMARKS DATE: OCTOBER 2023 Tel: [phone]
1970
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TP #25 - 15 REBAR
N. 714199.42'
E.- 927877.25'
EELEV.:� 19.47' I
BOUNDARY LINE RUNS WITH THE
BANK OF THE FRENCH BROAD /
RIVER PER DB 1285 PG 29
(LINE SHOWN IS APPROXIMATE)
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\
\
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0
6+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
1940
1930
m
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1920
1910
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1898
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KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY ROAD
DRIVE
OL
MMARSHALL
HWY
PUMP
STATION 2
CANOE
LANE
C-312
F e
�o
RIVERSIDE_
DRIVE
Orange - Temporary Wetland
Impact
Red - Temporary Stream Impact
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND
LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL
TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR1 1.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF
EXISTING FORCE MAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS.
THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF
ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S
CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS
NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR
ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD
OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION.
C
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY
FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE
EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND
BENDS. USE SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE
MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP
MIN. ONE LANE OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
9. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY
CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER
THE INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF
CONSTRUCTION ACROSS THE STREAM.
10. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
FRENCH BROAD RIVER FORCEMAIN
PLAN AND PROFILE
STA 0+00 TH RU STA 7+00
CARprf,!
'4 D
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PROJECT NO. 20176-265366
FILE NAME: C312FMPP.DWG
SHEET NO.
C-312
ISSUED FOR BID

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NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY
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FRENCH BROAD RIVER 3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
0 4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
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9. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
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oN w N0. DATE DRWN CHKD REMARKS
X J U O�
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
1 " = 40'
20 0 40
ILei IIIf,
1900
1890 m
1880
1875
17+50
FRENCH BROAD RIVER FORCEMAIN
PLAN AND PROFILE
STA 7+00 TH RU STA 17+50
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY ROAD
DRIVE
MARSHALL
HWY
PUMP
STATION 2
CANOE
LANE
C-313
FRENCy
09
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EITHER SIDE OF EXISTING FORCE MAIN. DRIVEWAYS DURING CONSTRUCTION.
Legend:
1 " = 40'
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO 9. TEMPORARY STREAM CROSSING SHALL BE INSTALLED
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Red - Temporary Stream Impact
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ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY CROSSING THE STREAM, BEFORE AND AFTER THE
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IN KIND, RELOCATE OR REPAIR AS NECESSARY ALL
ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES 10. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND
OR ANY MANMADE PRIVATE PROPERTY. RESTORATION OCTOBER 15.
SHALL BE TO AS GOOD OR BETTER CONDITION
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CDMFILE
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
FRENCH BROAD RIVER FORCEMAIN
PROJECT N0. 20176-265366
NAME:
SHEET NO.
-314
SHEET CHK'D BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
Smith
4600 Park Road
Charlotte, NC28203
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PLAN AND PROFILE
STA 17+50 THRU STA 28+50
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DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
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WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
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1.
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FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE
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8.
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TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
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FRENCH BROAD RIVER FORCEMAIN
PLAN AND PROFILE
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REMARKS
DESIGNED BY: R. NANCE—GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
PLAN
1" = 20'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
EXISTING FORCEMAIN
AIR VALVE REPLACEMENT PLAN
`�NiII111111///
045466
#/�JIIItil111�
PROJECT NO. 20176-265366
FILE NAME: C40OFMPP.DWG
SHEET NO.
C-400
ISSUED FOR BID

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3"MIN.
4" OR 6" SEWER
CLEANOUT
RISER PIPE
NOTE:
1. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL BE MANUFACTURED FROM GRAY
IRON (CAST IRON) MEETING THE REQUIREMENTS
OF AWWA C110 AND ASTM A536.
2. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL CONFORM TO PARAGRAPH 2.01(d)
OF ITEM II, SECTION VI OF MSD's TECHNICAL
SPECIFICATIONS (MADE IN THE U.S.A.)
3. NON -TRAFFIC LOCATIONS; SANITARY SEWER
CLEANOUT BOXES AND COVERS SHALL BE AS
MANUFACTURED BY EAST JORDAN IRON WORKS
MODEL 1566 (OR APPROVED EQUAL)
4. TRAFFIC LOCATIONS; SANITARY SEWER CLEANOUT
BOXES AND COVERS SHALL BE AS MANUFACTURED
BY EAST JORDAN IRON WORKS MODEL 1574 (OR
APPROVED EQUAL)
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DETAIL A
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18" MIN. SEPARATION BETWEEN
FORCEMAIN AND WATERLINE
12" MIN. SEPARATION BETWEEN
FORCEMAIN AND ALL OTHER UTILITIES
24" MIN. SEPARATION BETWEEN
FORCEMAIN AND STORM SYSTEM
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6"MIN. WASHED
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UNDISTURBED EARTH
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TRENCH BACKFILL SHALL
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THE TRENCH DETAIL
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UTILITY MARKING TAPE (SEE SPEC.)
EXISTING OR
PROPOSED GRADE
TRACER WIRE (GREEN COATED
NO. 12 COPPER WIRE) INSTALL
WIRE, STRAIGHTENED OUT,
DIRECTLY OVER TOP cL OF PIPE,
WITHIN 12" TO 18" OF TOP OF PIPE.
FORCE MAIN
SELECT BACKFILL
4"MIN. IN SOIL
6"MIN. IN ROCK UNDISTURBED EARTH
TEST STATION
TEST STATION (TRACER WIRE
ADJACENT TO
ACCESS BOX) ADJACENT TO
VALVE VAULT AT
MANHOLE AT EACH END OF
PUMP STATION
F.M. BY VALVCO, INC. (OR
APP'D EQUAL (SEE SPEC.)
VALVE VAULT
AT PUMP STATION
UTILITY MARKING
TAPE
NO. 12 COPPER TRACER WIRE
ADD 1 ANODE FOR EVERY 1000 FEET
FLOW ­400-
FORCE MAIN
VENT PIPE EXITING
THE MH LOW AND
MOUNTED OUTSIDE MH
FOR ARV'S LISTED IN TABLE 1,
INSTALL WAGER 2050-50 ODOR
CONTROL SYSTEM (OR EQUAL).
CONNECT USING 4" FLANGED
PIPE MIN. 2" ABOVE FLAT TOP.
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FINISHED GRADE
NIPPLE (IF NEEDED)
"ROMAC" (305-H FOR 20"
AND 24", 306-H FOR 6")
ALL SST. SERVICE SADDLE
OR EQUAL
(01 pit
MATERIAL COMPACTED TO
95% OF MOD. PROCTOR
DENSITY UNDER ALL
MANHOLES
ALUMINUM HATCH
CONCRETE COLLAR
�w/3-#4 RINGS
FINISHED
GRADE
D
AIR VALVE (TYPE AND SIZE _
PER VALVE SCHEDULE) D LID MARKED
BALL VALVE WITH C/O -
(SIZE TO MATCH AIRVALVE)
PRECAST MH BARREL RISER PIPE
#4 BAR © 8" O.C.E.W.
'\3, 000 PSI CONCRETE
1'-6'
6", 20", OR 24" DR11
1 " GRAVEL-8" THICK HDPE FORCEMAIN
NOTES: 5'-0"
1. CONTRACTOR SHALL MARK
IN THE CONCRETE: PIPE
MATERIAL, PIPE SIZE IN
INCHES, AND FLOW
DIRECTION ARROW.
2. CONTRACTOR TO CONFIRM I I \ \
EXISTING MANHOLE DEPTH
AND PROPOSED PRODUCT I I I I 1
HEIGHT PRIOR TO I
SUBMITTAL.
4" WELDED SS SCH 40
FORCEMAIN TRACER
DETAIL B
NTS -
STANDARD WATER AND SEWER SEPARATION STATEMENT:
1. LATERAL SEPARATION OF SEWERS AND WATER MAINS. FORCEMAINS SHALL
BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
WATER MAINS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A
10-FOOT LATERAL SEPARATION --IN WHICH CASE: PUMPABLE
EXISTING PIPE FLOWABLE FILL EXISTING PIPE
A. THE FORCEMAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF TO BE FILLED INJECTION TO BE FILLED
THE TOP OF THE FORCEMAIN AT LEAST 18 INCHES BELOW THE BOTTOM WITH PUMPABLE POINTS WITH PUMPABLE
OF THE WATER MAIN; OR: PLOWABLE FILL FLOWABLE FILL
B. THE FORCEMAIN IS LAID IN THE SAME TRENCH AS THE WATER MAIN WITH/1' 0
THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED
EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT J
LEAST 18 INCHES ABOVE THE TOP OF THE FORCEMAIN.
LENGTH AS SHOWN LENGTH AS SHOWN
2. WHEN LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL ON DRAWINGS ON DRAWINGS
SEPARATION BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED
OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF PERMANENT PLUG (TYP.) REMOVE LENGTH AS SHOWN
\—FORCEMAIN THE POINT OF CROSSING.
PIPING 3. A VERTICAL DISTANCE OF 12 INCHES SHALL BE MAINTAINED FOR ALL
OTHER UTILITY CROSSINGS.
4. WHEN AVAILABLE, UTILIZE BEND RADIUS OF HDPE PIPE TO AVOID
OBSTRUCTION AND ONLY WHEN BEND RADIUS EXCEEDS 75% OF
MANUFACTURER'S MAXIMUM BEND RADIUS SHOULD FITTINGS BE UTILIZED.
5. IF FITTINGS ARE REQUIRED USE STANDARD HDPE FUSIBLE FITTINGS.
DESIGNED BY: R. NANCE-GONZALEZ R. MADHURA CDM
DRAWN BY:
SHEET CHK'D BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
ON DRAWINGS, OR 4' MIN.
TYPICAL IN -LINE PIPE CUT AND PLUG
DETAIL K7
NTS -
AIR VALVE MANHOLE
DETAIL rc
NTS -
3-#5 TOP
BOTH SIDES
#5's @ 12" EW OC
PROVIDE 1 " COMPRESSIBLE
FOAM JOINT FILLER OVER TOP
OF LOWER PIPE. GLUE IN PLACE
PRIOR TO CONCRETE PLACEMENT-
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
2 #5's BOT. BOTH
SIDES ARCH
COMPACTED
STRUCTURAL FILL
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
RESTRAINED PLUG
OR LINE
CONTINUATION
36" SQ VENTED HATCH SINGLE
LEAF ALUMINUM HATCH RATED
FOR H-25 LOADING. HATCH
SHALL HAVE LIFT ASSISTANCE
(EXCEPT WHEN ADJACENT TO
NCDOT ROADS), AUTOMATIC HOLD
OPEN ARMS, AND HAVE 316
STAINLESS STEEL HARDWARE
THROUGHOUT. TABLE 1
CONCRETE FLAT TOP
LID w/3-#4 RINGS
PLAN
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SQUARE
UNDISTURBED EARTH
SHEET
STATION
C-302
33+44
C-304
52+16
C-307
83+86
C-310
4+92
C-310
7+21
C-310
7+85
C-31
1
18+04
OF PIPE
/ SECTION
CONCRETE PIPE CROSSING CRADLE
DETAIL KG
NTS -
PIPING DETAILS
CONCRETE PAD
CLEANOUT ADAPTER WITH
SQUARE NUT CAP, SAME
MATERIAL AS PIPELINE
CAST IRON BOX AND COVER
SCH 40 PVC
45° BEND
WYE BRANCH
MAIN
„ (DIA. VARIES)
NOTE:
ALL JOINTS TO BE
SOLVENT WELD SEE
SPEC FOR DETAILS
CLEANOUT
DETAIL rD
NTS -
NOTES:
1. INSTALL CONCRETE PIPE CROSSING CRADLE AT
ANY LOCATION WHERE PIPES ARE CROSSING
WITH 2 FEET OF CLEARANCE OR LESS.
2. IF PIPES ARE CROSSING WITH LESS THAN 6"
OF CLEARANCE, CONTRACTOR SHALL REQUEST
MODIFIED DETAIL FROM ENGINEER TO BE
INSTALLED AT NO ADDITIONAL COST.
PROJECT NO. 20176-265366
FILE NAME: CDO1 PPDT.DWG
SHEET NO.
CD-1
ISSUED FOR BID

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SECTION A -A
MANHOLE NOTES: N.T.S
1. FOR MANHOLES LARGER THAN 4 FT. DIA., MAINTAIN STANDARD DETi
FULL MANHOLE DIA. TO 6 FT. ABOVE INVERT BENCH. Metropolitan Sewerage
2. FOR 5 FT. AND 6 FT. DIA. MANHOLES, USE A of Buncombe County, North Carc
TRANSITION CONE TO REDUCE TO 4 FT. DIA. FOR 7
FT. TO 10 FT. DIA. MANHOLES, USE A TRANSITION STANDARD MAN
TOP TO REDUCE TO 4 FT. DIA.
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EMBEDMENT UNDISTURBED
MATERIAL 6" MIN. PIPE
CG(`TInKI 4_4 EMBEDMENT MATERIAL
'SIZE OF BASE MAY NOT PERMIT BOOT IN WHICH CASE
NON -SHRINK GROUT SHALL BE USED TO MAKE
CONNECTION -REFER TO NOTE AT UPPER RIGHT
PIPE
EMBEDMENT
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MATERIAL
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SECTIONAL PLAN
N.T.S.
GROUT
INSIDE JOINT
DETAIL "A"
N.T.S.
2 ROPES BUTYL
RUBBER
SEALANT
TRENCH
PIPE WIDTH
EMBEDMENT
MATERIAL
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SECTION C-C
N.T.S.
SHALLOW MANHOLE TYPE 1
DETAIL KOB
NTS —
CONCP­
BOLTS
(
5/8.0 LIFTING BAR (TYP.)
STANDARD RING AND COVER
N.T.S
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N.T.S
MACHINED
SURFACES
GROUT
PAVEMENT
BRICK -GROUT
ALL JOINTS
PRECAST CONCRETE
GRADE RING
3 BRICKS (MAX.)
PRECAST MANHOLE
FRAME SET IN ROADWAY LOCATION
2"x1/4„
BUTYL
NOTE:
1. WHERE M.H. IS IN ROAD SHOULDER AND ROAD
DOES NOT HAVE CURB AND GUTTER, DO NOT USE
ANCHOR BOLTS IN FRAME.
2. "MSD OF BUNCOMBE COUNTY" TO APPEAR ON
COVERS ONLY WHEN THE SEWER SYSTEM IS TO BE
MAINTAINED BY MSD
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
STANDARD MANHOLE
FRAME & COVER
DATE APPROVED: MARCH 2O17 2.11 - 08.1
MANHOLE FRAME &COVER
DETAIL %F�
NTS
DESIGNED BY: R. NANCE—GONZALEZ CDM
DRAWN BY: R. MADHURA
SHEET CHK'D BY:-M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
APPROVED BY: Charlotte, NC 28203
DATE: OCTOBER 2023 Tel: [phone]
SCREEN VENT
OPENING
HEIGHT OF STACK TO BE BASED ON 100 YEAR FLOOD ELEVATION 2.0
FEET + 100 YEAR FLOOD ELEVATION (6.0 FEET MINIMUM)
4" STAINLESS STEEL VENT
PIPE- VERTICAL SECTION
to
FINISHED GRADE FOR
SHALL BE PLUMB
w
LANDSCAPED MANHOLE
(SCHEDULE 40-MIN.
>
LOCATIONS
THICKNESS)
WATER TIGHT LOCKING CAST
IRON FRAME & COVER
SEE ADDITIONAL DETAIL
FOR OFFSET (EXTENSION)
�
FINISH GRADE FOR NON -
OF VENT PIPE
5e1,
LANDSCAPED LOCATIONS -
PLACE M.H. RING AND COVER
FLUSH WITH GRADE IN
LANDSCAPED AREAS AND
Z ALONG ROAD SHOULDERS
PENTA HEADED S.S. CAM LOCK
5/8"0 LIFTING BAR (TYP.)
ONE PIECE RUBBER
GASKET (REQUIRED
WHENSUBJECTTO COVER
INUNDATION)
N.T.S
PENTA HEADED S.S. CAM LOCK (IF REQUIRED)
5/8"0 LIFTING BAR (TYF
CONCRETE ANCHOR BOLTS (IF REQUIR
WATERTIGHT RING AND COVER LOCKING
3/8" x 3" FLAT BAR (S.S.)
BRACKET SHOP WELDED
TO VENT w/2 5/8"DIA. x 4"
ANCHOR BOLTS (TYP @ 2)
CAST OR CORE HOLE
FOR VENT PIPE
SEE STANDARD
MANHOLE DETAIL
NOTES:
1. 4" VENT PIPE, STRAPS AND ANCHOR BOLTS
SHALL BE STAINLESS STEEL
2. MANHOLE STEPS TO BE VERTICALLY IN LINE
WITH "INVERT OUT" FOR PIPE 18" AND LESS.
OVER 18" TO BE LOCATED IN LINE WITH BENCH.
STANDARD MANHOLE WITH VENT STACK
DETAIL rc*,�
NTS —
N.T.S.
2 0
MATCH FRAME EXISTING GRADE FOR
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CONCRETE ANCHOR
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PRECAST MANHOLE
FRAME SET IN NON -ROADWAY LOCATION
N.T.S.
�r MACHINED SURFACES
2" MAX.
PAVEMENT
GROUT
2' 1/4"
BRICK -GROUT / / /i 12" MAX. BUTYL
ALL JOINTS // / / / //
PRECAST
CONCRETE
3 BRICKS (MAX.) GRADE RING
PRECAST MANHOLE
FRAME SET IN ROADWAY LOCATION
N.T.S.
NOTE:
1. WATERTIGHT FRAME & COVER REQUIRED IN
FLOODPLAIN OR WHEN SPECIFIED ON PLANS
2. "MSD OF BUNCOMBE COUNTY" TO APPEAR ON
COVERS ONLY WHEN THE SEWER SYSTEM IS
TO BE MAINTAINED BY MSD
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
WATERTIGHT MANHOLE
FRAME & COVER
DATE APPROVED: MARCH 2O17 2.11 - 08.2
OPTIONAL
EXTENDED SLAB
(SEE NOTE 1)
NOTE:
EXISTING AND
FINISH GRADE BREAKDOWN AND REMOVE PORTION
OF MANHOLE TO A POINT 3'-0"
BELOW FINISH GRADE
FILL AS SPECIFIED
UNDER"TRENCH
BACKFILL"
MANHOLE TO BE =. = FILL WITH MATERIAL THAT
ABANDONED r r r r IS NON -COMPRESSIBLE
WATERTIGHT ,_Sfr r
MASONARY PLUG
r r r r ^_r r WATERTIGHT
PIPE DIA. + 1'-0" MASONRY PLUG
TYPICAL
MANHOLE ABANDONMENT PROCEDURE
(SEE SECTION 2.21 OF SPECIFICATIONS FOR ADD INFORMATION)
MANHOLES WHICH ARE TO BE ABANDONED WILL FIRST HAVE BOTH INFLUENT AND EFFLUENT LINES
PLUGGED INSIDE THE MANHOLE WITH WATERTIGHT MASONRY. THE MINIMUM LENGTH OF WATERTIGHT
MASONRY PLUGS WILL BE THE DIAMETER OF THE ABANDONED PIPE PLUS ONE FOOT. THE MANHOLE WILL
THEN BE FILLED WITH INCOMPRESSIBLE MATERIAL (CRUSHED STONE OR AS APPROVED), TO A POINT
THREE FEET (3'-0") BELOW THE FINISH GRADE. THE REMAINDER OF THE MANHOLE SHALL BE BROKEN
DOWN AND REMOVED. THEN THE EXCAVATION SHALL BE BACKFILLED TO FINISH GRADE AS SPECIFIED
UNDER TRENCH BACKFILL.
PROVIDE OPENING
FOR 8" BYPASS
SUCTION PIPING
(REF. M-180)
1. STRUCTURE SHALL BE DESIGNED TO PREVENT FLOTATION
WITHOUT THE BENEFIT OF SKIN FRICTION, WITHOUT PIPING AND
EQUIPMENT, AND AT A WATER SURFACE ELEVATION DURING
500—YEAR FLOOD. FLOTATION FORCES SHALL BE RESISTED BY
THE DEAD LOAD OF THE STRUCTURE AND SOIL DIRECTLY ABOVE
THE STRUCTURE. IF THE DESIGN OF THE STRUCTURE REQUIRES
A CONCRETE PAD TO PREVENT FLOTATION, THE COST OF
DESIGNING, FURNISHING, AND INSTALLING A REINFORCED
CONCRETE PAD SHALL BE INCLUDED IN THE BID PRICE. DETAILS
OF THE DESIGN OF THE CONCRETE PAD (IF REQUIRED) SHALL
BE SUBMITTED TO THE ENGINEER FOR REVIEW.
WATERTIGHT MANHOLE FRAME & COVER
DETAIL rG*'�
NTS —
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
MANHOLE ABANDONMENT
DETAIL D
NTS —
FLAT TOP MANHOLE
COMPO`''Tr- rnAKAr
AND C(
BASE SECTIOI`
CAST MONOLI'
OPENINGS AS REQUIRED
FOR INTERCEPTOR.
RUBBER BOOT OR FRP
COUPLING SHALL BE USED
#571vSTONE FLOW CHANNEL
POLYMER CONCRETE MANHOLE
DETAIL H
NTS —
MANHOLES AND VAULTS
DETAILS
PROJECT NO. 20176-265366
FILE NAME: CD02MVDT.DWG
SHEET NO.
CD-2
ISSUED FOR BID

ASPHALT CONCRETE
SURFACE COURSE
(TYPE S9.513
ASPHALT C&
o INTERMEDIATE
(TYPE 119.0E
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ASPHALT
COMPACTED
ABC STONE ---
COMPACTED f
SUBGRADE
CONCRETE
2" CLR
0
NOTES:
1. ALL PAVEMENT SUBGRADES SHALL BE COMPACTED TO AT LEAST 95 %
OF MAXIMUM DRY DENSITY IN
w
ACCORDANCE WITH ASTM D1557 PRIOR TO AGGREGATE BASE COURSE
(ABC) PLACEMENT. ABC
SHALL
o
BE COMPACTED TO 100 % OF MAXIMUM DRY DENSITY AS DETERMINED
BY AASHTO METHOD T-180.
THE SPECIFIED DEPTHS SHALL BE COMPACTED DEPTHS. ALL SOFT OR
WET SUBGRADE SHALL
BE
m
REMOVED AND BACKFILLED WITH DRY SELECT FILL OR ABC STONE AND RECOMPACTED.
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2. CONCRETE TO HAVE LIGHT BROOM FINISH. PROVIDE FULL -DEPTH JOINTS AT 20-FT MAX EACH
WAY
WITH BITUMINOUS SEAL. ROUND ALL EDGES AND AT JOINTS.
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ASPHALT AND CONCRETE DRIVEWAY
DETAIL A
NTS -
Depths of Paving Courses for Pavement Repairs Not Requiring Binder
Classification
Base Course
Binder
Surface Course
Light Duty Commercial Drive
8" ABC compacted to
No binder needed
2" S9.5C
100% standard proctor
compacted to 90% of
maximum lab density
Residential Drive
8" ABC compacted to
2" S9.5C
100% standard proctor
No binder needed
compacted to 90% of
maximum lab density
;UT
NG 1,-0,
:NT
OVERLAY AS
DIRECTED
BY THE ENGINEER
VG PAVEMENT
BITUMINOUS TACK COAT
:XISTING BASE COURSE .'
f a
-
SURFACE COURSE
-'�xT";=``ct-�-•""� �'"
AGGREGATE BASE COURSE
DRY
TURBED
TRENCH BACKFILL MATERIAL
EARTH
COMPACTEDT095%
STANDARD PROCTOR IN 6"
LIFTS.
INITIAL BACKFILL SEE
TRENCH DETAILS.
PRIVATE DRIVE AND PARKING LOT PAVEMENT REPAIR
(IN AREAS OF NON -HEAVY DUTY TRAFFIC)
N.T.S.
EXISTING GRAVEL EXISTING GRAVEL
-
8" OF A.B.C. COMPACTED TO
-
100%STANDARD PROCTOR
IN4"LIFTS.
.o
TRENCH BACKFILL MATERIAL
DRY -
COMPACTEDT095%
TURBED `
STANDARD PROCTOR IN 6"
EARTH
LIFTS.
INITIAL BACKFILL SEE
TRENCH DETAILS.
GRAVEL SURFACE REPAIR
N.T.S.
NOTES:
1. EDGES ARE TO BE SAW CUT WITH A CONCRETE SAW
TO A NEAT SQUARED EDGE, AND BROOMED CLEAN
OF DUST PRIOR TO APPLICATION OF TACK.
2. PAVEMENT REPAIR DETAIL SHALL BE USED FOR ALL
BITUMINOUS SURFACES WHICH ARE NOT UNDER
CONTROL OF THE N.C.D.O.T. OR BILTMORE FOREST.
REV:Ju,e202O KMK
LL M >
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PRIVATE ROAD PAVEMENT
REPLACEMENT
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041 W
C
DETAIL
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NTS
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REV.
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DATE
DRWN
CHKD
_j O �
4' SHOULDER EXCEPT
WHERE SHOWN OTHERWISE
ON PLANS
2% SLOPE OR
STEEL REINFORCING, AS SHOWN ON PLANS
#4 @ 12" E.W. 4 (SLOPE TO DRAIN)
12" CRUSHED AGGREGATE BASE
cp. cpo 0 COURSE NCDOT ABC COMPACTED
4,500 PSI CONIC1 COMMON FILL a TO 100% MAX DRY DENSITY PER
$ 0o $ Oo o AASHTO T-180
cpo
6.5" 4500 PSI REINFORCED
CONCRETE PAVEMENT
8" COMPACTED AGGREGATE BASE
COURSE (100% STD. PROCTOR)
2'-0" SUBGRADE (COMPACTED
100% STD. PROCTOR IN 8" LIFTS
IN AREAS OF UNDERCUT)
COMPACTED 95%
STD. PROCTOR IN
8" LIFTS.
GEOTEXTILE FABRIC
\ MATCH EXISTING OR PROPOSE\/\��\��\��\��\�\/\ /
GRADE AS SHOWN ON PLANS COMPACTED SUBGRADE OR
SELECT FILL
NOTE:
1. LOAM, SEED AND MULCH SHOULDER AS REQUIRED IN SPECS
2. IN UNSUITABLE SOIL LOCATIONS ADD ADDITIONAL UNDER CUT OF 18" ABC STONE
WITH PLACEMENT OF GEOTEXTILE FABRIC.
II
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EMERGENCY TRAINING FACILITY CONCRETE REPAIR
DETAIL J
NTS -
Depths of Paving Courses for Pavement Repairs Requiring Binder
Classification
Base Course
Binder
Surface Course
Municipal Street'
8" ABC compacted to
4" Asphalt binder course
2" S9.5C
100% standard proctor
Type 1 19.00 or S9.513
compacted to 90% of
compacted to 92% maximum lab
maximum lab density
density
City of Asheville
8" ABC compacted to
6" Asphalt binder course
2" S9.5C
100% standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density
Blltmore Forest
8" ABC compacted to
4" Asphalt binder course
1" S9.5C
100% standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density
NCDOT Road (>_ 12' Dia.
N/A
11" Asphalt binder course
2" S9.5C
Pipe)
Type 1 19.00 compacted
compacted to 90% of
l0 92%maximum lab
maximum lab density
density
NCDOT Road (< 12' Dia.
8" ABC compacted to 95%
6" Asphalt binder course
3" S9.5C
Pipe)
standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density (in two 3" lifts)
(in two 1.5" lifts)
Heavy Duty Commercial
8" ABC compacted to
4" Asphalt binder course
1.5" S9.5C
Drive
100% standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density
' Municipal streets include all streets that fall under the jurisdictions of
Black Mountain, Montreat, Weaverville, and Woodfin.
17'E" (TYP)
TRENCH WIDTH VARIES
SAW CUT
SURFACE COURSE
EXISTING 1'-0"
PAVEMENT
EXISTING PAVEMENT
BITUMINOUS TACK COAT
EXISTING BASE COURSE'
;J :� •� • .
BINDER
AGGREGATE BASE COURSE
TRENCH BACKFILL MATERIAL
-
COMPACTED TO 95%
DRY UNDISTURBED
STANDARD PROCTOR IN 6"
EARTH
9
LIFTS.
INITIAL BACKFILL SEE
TRENCH DETAILS.
NOTES:
1. EDGES ARE TO BE SAWED WITH A CONCRETE SAW
TO A NEAT SQUARED EDGE, AND BROOMED CLEAN
OF DUST PRIOR TO APPLICATION OF TACK COAT.
2. EDGES AND OVERLAY AREAS TO BE TACKED WITH
RC OR AC-1 SPECIAL TACK
REV: June 2020 WK
PAVEMENT REPLACEMENT
DETAIL F
NTS -
GRAVEL DRIVEWAY
DETAIL B
NTS -
2"-3" S9.513 OR S9.5C 11" B25.06 OR B25.00
SURFACE COURSE BASE COURSE
EXISTING EXISTING
- - - -
1,_OII 21 OII X 21 DII 11.OII
W
C-9)
PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
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SURFACE COURSE
H•1
11" B25.06 OR B25.00
d FXI
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BASE COURSE-77----
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EXISTING EXISTING
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(3)
PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT)
SHEET 1 OF 1
654.01
D
X
W
15"
11_�1,
�1_�n
1a"
1'-10"
�'-10"
24rr
2' fill
8,_61I
30"
3'-1"
9'-1"
361I
31.81I
91.81I
42"
4'-5"
10'-5"
481I
SI.OII
11,_OII
PAVEMENT REPLACEMENT (NCDOT ROADS)
DETAIL G
NTS -
DESIGNED BY: R. NANCE-GONZALEZ CDM
DRAWN BY: R. MADHURA
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
TOP COURSE -
ASPHALT CONC.
BINDER COURSE
12' CRUSHED
(# 57 STONE) BASE
COMPACTED
SUBGRADE
OR SELECT
FI LL
3'-0"
ASPHALT TO GRAVEL TRANSITION
DETAIL C
NTS -
BITUMINOUS SURFACE COURSE, TYPE S9.5C.
THICKNESS AND DENSITY PER MSD STANDARD
DETAIL 4.08-01, "TYPICAL PAVEMENT REPAIR".
MEET GUTTER
BACKFILL TO
EXISTING
ELEVATION
LEVEL
PAVEMENT
OF NEW
PAVEMENT
TREATMENT FOR / I
DITCH LINE J
SECTION
EXISTING BASE
COURSE
BITUMINOUS CONCRETE
BINDER COURSE TYPE 119.00.
THICKNESS AND DENSITY PER MSD
STANDARD DETAIL 4.08-01, "TYPICAL
PAVEMENT REPAIR".
3/4" MAX.
EXISTING PAVEMENT
EXISTING BASE COURSE
NOTES
1. EDGES ARE TO BE SAWED WITH A CONCRETE SAW
TO A NEAT SQUARED EDGE, AND BROOMED CLEAN
OF DUST PRIOR TO APPLICATION OF TACK COAT.
2. CURB & GUTTER STREETS REQUIRE MILLING IN
ACCORDANCE WITH LOCAL GOVERNMENT
REQUIREMENTS.
REV: June2020 KMK
GRIND AND OVERLAY
DETAILK'_H
NTS -
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
TREATMENT FOR
C & G SECTION
#4@ 1 2"
#4@8"
8-INCH
_^
WWF 6x6-W1.4xW1.4
6" GRAVEL BASE
FOR WALKS
1 /2" PREMOLDED
JOINT FILLER
1 /2"
6" 1'-6"
1 /8" R
2'-O"
NOTES:
1. STANDARD CURB AND GUTTER REQUIRED 5' ON EACH
SIDE OF STORM INLETS OR WHERE SHOWN ON DRAWINGS.
CURB AND GUTTER
DETAIL rD"�
NTS -
RIGID NON -BITUMINOUS
JOINT FILLER @ PAVING
PITCH 1 /2" PAVING OR
AGGREGATE ROAD
I $° 1 o
FLUSH W/ PAVEMENT
WWF 6x6-W 1.4xW 1.4
PITCH 1 /2"
X � 4„
`b
6" GRAVEL BASE
FOR WALKS
AT MASONRY STRUCTURE
VARIES
FINISH GRADE PITCH 1 /2"
(NOTE 3)
Y
4" o °O 6" GRAVEL BASE
WWF 6x6-W1.4xW1.4 2°°
TYPICAL CROSS SECTION FOR WALKS
1 /2" 3/4" TOOLED CONTRACTION 1 /2" FIBERFILL
JOINT 5'- 0" O.C. EXPANSION JOINT
WWF 6x6-W1.4xW1.4
FINISH GRADE
�/ �/
x ' /� M1 /� X_
C
°o° 0 0 0 111j
6" BANK -RUN
GRAVEL BASE COMPACTED SUBGRADE
FOR WALKS LONGITUDINAL SECTION
NOTES:
1. SURFACE OF PAVING TO BE BROOM FINISHED.
2. FINISH SURFACE SHALL BE SLOPED FOR POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM
STRUCTURES.
3. EXPANSION JOINTS FOR WALKS SHALL NOT EXCEED 30' O.C. AND SHALL BE PLACED AT ALL
BUILDING ABUTMENTS. CONTRACTION JOINTS SHALL NOT EXCEED 5' O.C.
4. GRAVEL BASE SHALL BE UNDERLAIN BY GEOTEXTILE FABRIC AS SPECIFIED IN SECTION 130519.13.
5. SIDEWALKS SHALL BE 6' WIDE UNLESS OTHERWISE MARKED. SIDEWALK ACCESS
TO BUILDINGS SHALL BE 2' WIDER THAN DOOR OPENING.
CONCRETE SIDEWALK
DETAIL I
NTS -
PROJECT NO. 20176-265366
FILE NAME: CD03SIDT.DWG
SURFACE IMPROVEMENTS SHEET NO.
CD-3
ISSUED FOR BID

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NCDEQ STANDARD NOTES
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS
DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
2. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO
PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE
TRAPS OR STABLE OUTLETS.
3. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT
(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED
TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
4. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1 V OR GREATER) WHERE LAND -DISTURBING
ACTIVITIES HAVE PERMANENTLY OR TEMPORALLY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR
DAYS.
5. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.
6. ALL MECHANICAL EQUIPMENT OPERATED NEAR SURFACE WATERS MUST BE REGULARLY INSPECTED AND MAINTAINED
TO PREVENT CONTAMINATION OF STREAM WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC
MATERIALS. 15A NCAC 02H .0506(b)(3)
7. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
- WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;
- WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND
OTHER CONSTRUCTION MATERIALS;
- FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND
- SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
8. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE
EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF
THE CONSTRUCTION SITE.
9. DURING THE CONSTRUCTION OF THE PROJECT, NO STAGING OF EQUIPMENT OF ANY KIND IS PERMITTED IN WATERS
OF THE U.S., OR PROTECTED RIPARIAN BUFFERS. 15A NCAC 02H .0506(b)(3)
10. DISCHARGING HYDROSEED MIXTURES AND WASHING OUT HYDROSEEDERS AND OTHER EQUIPMENT IN OR ADJACENT
TO SURFACE WATERS IS PROHIBITED. 15A NCAC 02H .0506(b)(3)
11. THE PERMITTEE SHALL REPORT ANY VIOLATIONS OF THE 401 WATER QUALITY CERTIFICATION TO THE DIVISION OF
WATER RESOURCES WITHIN 24 HOURS OF DISCOVERY. 15A NCAC 02H .0507(c)
12. ALL WORK SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF LAND
RESOURCES SEDIMENT AND EROSION CONTROL STANDARDS.
13. THE LOCATIONS OF STOCKPILED MATERIALS SHALL BE IN AREAS APPROVED BY THE OWNER.
14. SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILE AREAS, IN ADDITION TO OTHER AREAS AS NOTED ON
THE PLANS.
15. IF MSD OF BUNCOMBE COUNTY OR NCDOT ALLOWS EXCAVATED MATERIAL STORAGE ON PAVEMENT, A LAYER OF
COARSE SAND, SCREENINGS OR ACCEPTABLE ALTERNATIVE SHALL BE PLACED ON THE PAVEMENT PRIOR TO
DEPOSITION OF EXCAVATED MATERIAL. SILT AND MUD SHALL BE REMOVED FROM PAVEMENT BY SWEEPING ON A
DAILY BASIS AT A MINIMUM.
16. CONTRACTOR SHALL INSTALL INLET PROTECTION AT EACH INLET STRUCTURE THAT RECEIVES RUNOFF IMMEDIATELY
FOLLOWING INSTALLATION OF THE STRUCTURE.
17. CONTRACTOR SHALL INSTALL RIPRAP OUTLET PROTECTION AT EACH PIPE OUTFALL IMMEDIATELY FOLLOWING
CONSTRUCTION OF THE OUTFALL STRUCTURE.
18. CONTRACTOR SHALL BE REQUIRED TO CONTROL DUST WITHIN THE LIMITS OF CONSTRUCTION.
19. NO TIMBERING OR DEMOLITION ACTIVITIES ASSOCIATED WITH THE PROPOSED DEVELOPMENT OF THE SITE CAN BE
DONE WITHOUT AN ES&C PLAN APPROVAL. (15A NCAC 04B. 0106(5))
20. CUT, FILL AND DIRT PILE SLOPES ARE TO BE TRACKED. (15A NCAC 04B. 0106(5))
REV.
I DATE I DRWN I CHKD
SEED
RATE
INCLUDE AT LEAST FIVE
OF THE FOLLOWING:
• RIVERBANK WILDRYE
• FOX SEDGE
• SLENDER WOODOATS
• BEAKED PANICGRASS
• INDIANGRASS
20 LB/AC
• BLEUFLAG
• SOFT RUSH
• AUTUMN BENTGRASS
• BIG BLUESTEM
• SWITCHGRASS
• BLACK-EYED SUSAN
NOTES:
1. CONTRACTOR SHALL APPLY RIPARIAN SEEDING
TO ALL STREAM BANK AND WETLAND AREAS.
REMARKS
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: R. MADHURA
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
SEDIMENTATION AND EROSION CONTROL NOTES
THE FOLLOWING SCHEDULE WILL BE REQUIRED DURING CONSTRUCTION:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND
DISTURBANCE.
2. POST EROSION AND SEDIMENT CONTROL PLACARD AT ALL LOCATIONS WHERE WORK IS BEING PERFORMED.
3. IDENTIFY THE LIMITS OF DISTURBANCE.
4. INSTALL APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS DIRECTED IN THE APPROVED PLAN.
A. INSTALL TEMPORARY STREAM CROSSING BYPASS PUMPING PER DETAIL A SHEET CD-5.
B. MOBILIZE EQUIPMENT AND COMPLETE OPEN CUT EXCAVATIONS OF CULVERTS AND INTERCEPTORS TO APPROXIMATELY 100 FEET BEYOND
STREAM CROSSING ON EITHER SIDE.
C. STABILIZE STREAM AND RESTORE PER DETAILS E, F, G OR H ON SHEET CD-5.
5. FINISH MOBILIZING EQUIPMENT.
6. IMMEDIATELY PERMANENTLY STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
7. IF METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY OR NCDOT ALLOWS EXCAVATED MATERIAL STORAGE ON PAVEMENT, A LAYER OF
COARSE SAND, SCREENINGS OR ACCEPTABLE ALTERNATIVE SHALL BE PLACED ON THE PAVEMENT PRIOR TO DEPOSITION OF EXCAVATED
MATERIAL. SILT AND MUD SHALL BE REMOVED FROM PAVEMENT BY SWEEPING ON A DAILY BASIS AT A MINIMUM.
8. ESTABLISH GROUND COVER IN ACCORDANCE WITH THE STABILIZATION TIME FRAMES TABLE PROVIDED BELOW.
9. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND AFTER RAINFALL EVENTS. MAKE ANY NEEDED REPAIRS IMMEDIATELY
10. AFTER LOCATIONS WHERE WORK IS PERFORMED AND ARE STABILIZED, REMOVE AND DISPOSE OF ALL TEMPORARY EROSION CONTROL
MEASURES INCLUDING CLEAN WATER DIVERSIONS.
11. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED WITHIN THE LOD. CURB INLET PROTECTION DEVICES SHALL BE
INSTALLED AT ALL CURB INLETS THAT WILL RECEIVE SEDIMENT RUNOFF FROM THE WORK AREA OR AS SHOWN ON THE DRAWINGS.
12. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TO CLOSE OUT THE E&SC PLAN. AFTER NCDEQ INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN
ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN
FILLED OUT.
13. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, AND S&E PLANS ARE REQUIRED TO BE
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE
BEGINNING OR ENTRANCE OF PROJECT.
14. CONTRACTOR TO MONITOR ALL SILT BAG(S) CONTINUOUSLY DURING OPERATION. ONCE PUMPS USED TO DIVERT UPLAND RUN OFF ARE
STARTED, THEY WILL BE MONITORED 24 HOURS A DAY, 7 DAYS A WEEK UNTIL ACTIVITIES ARE COMPLETE AND STABILIZED. (15A NCAC 04B.
0103)
15. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR
DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO
MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.
A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
1. Permanent Seedina (M-aximurn slor)e 3:1)
Planting Dates
Grass Type
Pounds/Acre
Aug- 15 - Nov. 1
Tall Fescue
300
Nov- 1-Mar. 1
Tall Fescue
& Abruzzi Rye
300
25
Mar. 1 - Apr. 15
Tall Fescue
300
Apr. 15 - Jun_ 30
Hulled Common
Bermuda rass
25
Jul- 1 -Aug- 15"
Tall Fescue
& Bro atop Millet
& Say hurry -Sudan Hybrids
120
85
30
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
"Temporary seeding: reseed according to optimum season for permanent seeding.
2 Permanent Seedina (Slopes from 3:1 to 2: 11
Planting Dates
Grass Type
Pounds/Acre
Mar 1 - ,dune 1
Seri cea Lesped eza
5D
Mar_ 1 -Apr. 15
& Add Tall Fescue
120
Mar_ 1 - Jury. 00
or Add Weeping Lovegrass
10
Mar_ 1 - Jun_ 30
or Add Hulled Common
25
Bermuda rass
Jun_ I - Sept_ 1*'r
Tall Fescue
125
& B rowntop Millet
30
& Say hum -Sudan Hybrids
35
Sept_ 1 - filar_ 1
Seri cea Lesped eza
70
(u nhul I ed-unscarif ed )
& Tall Fescue
120
Nov_ 1 - Mar. 1
& Add Abruzzi Rye
25
Ume
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4.000
"Temporary seeding: reseed according to optimum season for permanent seeding.
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
SEEDING NOTES
PREPARATION
• THE SUBGRADE OF ALL AREAS TO BE LOAMED AND SEEDED SHALL BE RAKED AND ALL RUBBISH, STICKS, ROOTS,
AND STONES LARGER THAN 2 INCHES SHALL BE REMOVED. LOAM SHALL BE SPREAD AND LIGHTLY COMPACTED TO
FINISHED GRADE. COMPACTED LOAM SHALL NOT BE LESS THAN THE DEPTH SPECIFIED. NO LOAM SHALL BE SPREAD
IN WATER OR WHILE FROZEN OR MUDDY. LOAM SHALL BE FERTILE, NATURAL SOIL, TYPICAL OF THE LOCALITY; FREE
FROM LARGE STONES, ROOTS, STICKS, PEAT, WEEDS AND SOD; OBTAINED FROM NATURALLY WELL DRAINED AREAS;
NOT EXCESSIVELY ACID NOT ALKALINE, NOR CONTAIN TOXIC MATERIAL HARMFUL TO PLANT GROWTH. LOAM SHALL BE
PLACED TO A MINIMUM DEPTH OF 4 INCHES.
• LIME SHALL BE APPLIED TO ALL TYPES OF GROUND COVER AT A MINIMUM OF 2 TONS PER ACRE WITH 3 TONS
PER ACRE IN CLAY SOILS OR PER SOILS TEST. A TACK RATE OF 400 GALLONS AN ACRE SHALL BE USED.
• FERTILIZER SHALL BE COMPLETE COMMERCIAL FERTILIZER, 10_10_10 GRADE, UNIFORMLY SPREAD AND DISKED OR
ROTO_TILLED TO A DEPTH OF AT LEAST 4 INCHES.
• THE APPLICATION OF FERTILIZER AND LIME MAY BE PERFORMED HYDRAULICALLY IN ONE OPERATION WITH
HYDROSEEDING AND MULCHING. IF LIME IS APPLIED IN THIS MANNER, CLEAN ALL STRUCTURES AND PAVED AREAS
OF UNWANTED DEPOSITS.
• CONTRACTOR SHALL TAKE UP TO 10 SOIL SAMPLES ALONG THE PROJECT ALIGNMENT AND PERFORM SOIL TESTS TO
DETERMINE FERTILIZER RATES.
SEEDING
• SEED SHALL BE FROM THE SAME OR PREVIOUS YEAR'S CROP; EACH VARIETY OF SEED SHALL HAVE A PERCENTAGE
OF GERMINATION NOT LESS THAN 90, A PERCENTAGE OF PURITY NOT LESS THAN 85, AND SHALL HAVE NOT MORE
THAN ONE PERCENT WEED CONTENT.
• NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO
RAKE EASILY, WHEN IT IS IN A FROZEN CONDITION, OR TOO DRY.
• IMMEDIATELY FOLLOWING PREPARATION THE SEED SHALL BE UNIFORMLY APPLIED AND LIGHTLY RAKED INTO THE
SURFACE. LIGHTLY ROLL THE SURFACE AND WATER WITH FINE SPRAY.
• SEEDING SHALL BE DONE WITHIN 10 DAYS FOLLOWING SOIL PREPARATION. SEED SHALL BE APPLIED HYDRAULICALLY
AT THE RATES AND PERCENTAGES INDICATED. THE SPRAYING EQUIPMENT AND MIXTURE SHALL BE SO DESIGNED
THAT WHEN THE MIXTURE IS SPRAYED OVER AN AREA, THE GRASS SEED AND MULCH SHALL BE EQUAL IN QUANTITY
TO THE SPECIFIED RATES.
MULCHING
• STRAW MULCH SHALL BE UTILIZED ON ALL NEWLY GRADED AREAS TO PROTECT AREAS AGAINST WASHOUTS AND
EROSION.
• STRAW MULCH SHALL CONSIST OF THRESHED STRAW OF OATS, WHEAT, BARLEY, OR RYE THAT IS FREE FROM
NOXIOUS WEEDS, MOLD OR OTHER OBJECTIONABLE MATERIAL. THE STRAW MULCH SHALL CONTAIN AT LEAST 50
PERCENT BY WEIGHT OF MATERIAL TO BE 10-IN OR LONGER. STRAW SHALL BE IN AN AIR-DRY CONDITION AND
SUITABLE FOR PLACEMENT WITH BLOWER EQUIPMENT.
• LATEX ACRYLIC COPOLYMER, SUCH AS SOIL SEALANT WITH COALESCING AGENT AS MANUFACTURED BY SOIL
STABILIZATION CO., MERCED, CA OR APPROVED EQUIVALENT SHALL BE USED AS STRAW MULCH TACKIFIER WITH AN
APPLICATION RATE OF 400 GALLONS PER ACRE. AN ASPHALT TACKIFIER SHALL ONLY BE USED WHEN TEMPERATURES
ARE TOO LOW TO ALLOW THE USE OF A LATEX ACRYLIC COPOLYMER AND ONLY WITH PRIOR WRITTEN APPROVAL
FROM THE ENGINEER.
• LATEX ACRYLIC COPOLYMER OR ORGANIC TACKIFIER SHALL BE A COMMERCIAL PRODUCT SPECIFICALLY
MANUFACTURED FOR USE AS STRAW MULCH TACKIFIER.
• STRAW MULCH SHALL BE APPLIED AT RATE OF 4,000 LBS/ACRE AND TACKIFIED WITH LATEX ACRYLIC COPOLYMER
AT A RATE AND DILUTED IN A RATIO PER MANUFACTURER'S INSTRUCTIONS.
MAINTENANCE
• KEEP ALL SEEDED AREAS WATERED AND IN GOOD CONDITION, RESEEDING IF AND WHEN NECESSARY UNTIL A GOOD,
HEALTHY, UNIFORM GROWTH IS ESTABLISHED OVER THE ENTIRE AREA SEEDED.
• ALL SEEDED AREAS SHALL BE GUARANTEED FOR NOT LESS THAN ONE FULL YEAR FROM THE TIME OF FINAL
COMPLETION.
SEDIMENT AND EROSION CONTROL
NOTES AND SEQUENCE
PROJECT NO. 20176-265366
FILE NAME: CD04ESDT.DWG
SHEET NO.
CD-4
ISSUED FOR BID

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CD-6 SEDIMENT
IBAG
STREAM DISCHARGE HOSES
DIVERSION
PUMP
P
DEWATERING PUMP
B P
A' A
1
\ INTAKE
1 HOSE FLOW 1
INTAKE —�
HOSE
CLEAN WATER DIKE
SUMP HOLE — — — —
OR POOL W
(1 2" TO 18" VARIABLE WORK AREA
DEEP, 2' DIA) LENGTH NOT TO EXCEED THAT WHICH
CAN BE COMPLETED IN ONE DAY
MAINTENANCE:
1. REMOVE SEDIMENT WHEN
HALF OF DIKE IS COVERED.
PUMPS SHALL DISCHARGE
ONTO SANDBAGS OR RIPRAP
TO DISSIPATE VELOCITY
VELOCITY DISSIPATION
AREA. 10' MIN
LENGTH STREAMWISE
SECTION A —A'
80% LENGTH
OF SEDIMENT
DIKE
SHEETING
SECTION B—B'
STREAM BYPASS PUMPING AND ENERGY DISSIPATOR
DETAIL rT�
NTS —
NOTES (FOR DETAILS D AND E):
1. ALL COMPACTION SHALL BE BY HAND.
2. STREAM CHANNEL SHALL BE BACKFILLED AND COMPACTED PER SPECIFICATIONS.
3. THE MAXIMUM ALLOWABLE TEMPORARY CONSTRUCTION DISTURBANCE WILL BE A 40'
CORRIDOR ACROSS THE STREAM.
4. ALL WORK TO BE DONE IN THE DRY.
5. COIR MATTING OVER SEED AND STRAW SHOULD BE USED ON STREAM BANKS THAT
HAVE ERODIBLE SOIL. MATTING USED FOR BANK STABILIZATION SHALL BE FREE OF
NYLON MESH.
6. STREAM CHANNELS AT CROSSINGS SHALL BE RESTORED TO NEAR
PRE —DISTURBANCE CONDITIONS. CHANNEL DIMENSIONS SHOULD MIMIC THE EXISTING
DIMENSIONS, AND THE STREAM BED SHOULD BE SET AT THE PRE—EXISTING
ELEVATION.
7. CONTRACTOR SHALL SALVAGE STREAM BED COBBLE MATERIAL AND REPLACE ON
STREAM BED AFTER CONSTRUCTION OF PIPE.
SOIL PROTECTION
FABRIC TYPES
a Type 4 Coir
b Type 7 Coir
c Pyramat
d C-350
18"-36" LIVE
CUTTING
(DORMANT)
N0. I DATE I DRWN I CHKD
INSTALL WOVEN COIR
FIBER MAT OVER SEED
PER SEEDING SCHEDULE
Y " -
2
1Y"
4
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL SPLIT 2" X 2" X 24"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE
(12") PER MANUFACTURERS
REQUIREMENTS
EXISTING
3, GROUND
NOTE:
INSTALL LONG STRAW
MULCH BENEATH MAT.
LIVE STAKE (IN EARTH)
DETAIL D
NTS —
REMARKS
KEY DIKE INTO
BANK 1/2 LENGTH
OF SAND BAG
N
LIVE STAKING OF SILKY DOGWOOD
(CORNUS AMOMUM), OR TAG ALDER
(ALNUS SERRULATA), 18" O.C. (TYP)
AS SPECIFIED PER NC FOREST
SERVICE RIPARIAN AND WETLAND
TREE PLANTING POCKET GUIDE
NORMAL WATER
LEVEL — ��.
CREEK BED
EROSION CONTROL MATTING
DETAIL B
NTS —
-INSTALL WOVEN COIR FIBER
MAT, NORTH AMERICAN GREEN
SC 150BN OR EQUAL, WITH
ANCHORS @ 3' O.C.
-ANCHORS (2"x2" WOODEN
STAKE EMBEDDED 24" OR 1"
STAPLE EMBEDDED 12") TYP.
SEWER STREAM BANK RESTORATION
DETAIL E
NTS —
DESIGNED BY:
R. NANCE-GONZALEZ
CDM
DRAWN BY:
R. MADHURA
SHEET CHWD
BY: M. POLLARD
Smith
CROSS CHK'D
BY: D. HEISER
M. POLLARD
4600 Park Road
APPROVED BY:
Charlotte, NC 28203
DATE:
OCTOBER 2023
Tel: [phone]
12"
POSI
15 gym) SILT FENCE
EXTENDED
INTO TREN(
8"X4" TRENCH
EXCAVATED UP
SLOPE FROM
POLES, BACKFILL
AND COMPACT
FILTER -FABRIC
_II
V-6" MIN.
f
V-6" MIN.
COMPACTED EARTH
1�
1'-6" MIN.
JJ.i
CLASS 1 RIP -RAP
V-6" MIN. SEWER PIPE
COMPACTED EARTH
4 iff--� 7 fhb
TYPICAL RIP -RAP DETAIL
N.T.S.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
STREAMBANK PROTECTION I
(PARALLEL PIPE)
DATE APPROVED: MARCH 2O17
STREAMBANK PROTECTION I
DETAIL F
NTS —
'ASTENEF
i" BETWE
TYP)
SILT FEI`
0
I
FACE OF RIP -RAP SHALL NOT EXTEND OUT
INTO THE RIVER OR STREAM BEYOND
ORIGINAL BANK. RIP -RAP MAY BE
TERMINATED AT SOME POINT BELOW TOP
OF BANK AT THE DISCRETION OF THE
ENGINEER. BANK SHALL BE COVERED
WITH "EXCELSIOR" AND RE-VEGITATED
ABOVE THAT LEVEL.
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
Wmi
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
CLASS
RIP -RAP
1 Y2" — 2 Y2" DIA
GALVANIZED OR
ALUMINUM POSTS
NOTE:
1. MAINTENANCE SHALL OCCUR WHEN NECESSARY. SILT FENCE SHALL BE
REPLACED EVERY 6 MONTHS AND POSTS SHALL BE INSPECTED TO ENSURE
STRUCTURAL INTEGRITY. SILT FENCE SHALL BE INSPECTED WEEKLY AND ALL
MAINTENANCE ISSUES SHALL BE CORRECTED AT THAT TIME.
2. SILT FENCE SHOULD BE A MINIMUM OF 5 FEET FROM THE TOE OF SLOPE.
SUPER SILT FENCE
DETAIL C
NTS -
RESTORE TO PRE -
CONSTRUCTION
ELEVATIONS
1'-0"
FILTER -FABRIC
18" (MIN.) CHECK DRAWINGS
:)R SPECIFIC LOCATIONS THAT
AY REQUIRE RIP -RAP DEPTHS
GREATER THAN 2'
CONCRETE ENCASEMENT EXTENDED
TO TOP OF STREAMBANK EACH
SIDE OF STREAM OR TO STATIONS
SPECIFIED ON DRAWINGS
BANK PROTECTION AT STREAM/RIVER CROSSINGS
N.T.S.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe County, North Carolina
STREAMBANK PROTECTION II
DATE APPROVED: MARCH 2O17 1 1.18 - 02
STREAMBANK PROTECTION II
DETAIL KOG
NTS —
LIVE STAKING OF SILKY DOGWOOD
(CORNUS AMOMUM) SILKY WILLOW
(SALIX SERICEA), OR ELDERBERRY
(SAMBUCUS CANANDENSIS)
18" O.C. (TYP)
N
�Q� 2 MIN 112»
—1 MIN
COMPACTED SUBGRADE
LINE BANK WITH GEOTEXTILE
FABRIC NORTH AMERICAN
GREEN SC 1506N, SI
\? r GEOSOLUTIONS ENS2 OR
+\� BIOMAC S/C
NORMAL
/ATE
EVELR 0� ALINE BANK WITH GEOTEXTILE FABRIC
MIRAFI 70OX, LINQ GTF-400E OR
AMOCO STYLE 1199
O HAND PLACED RIP RAP STONE SIZE
Q AS SHOWN ON DRAWINGS
00 24" MIN THICKNESS
COMPACTED SUBGRADE
2' BELOW
CREEK BED CREEK BED
RIP RAP AND STREAM BANK
RESTORATION (TYP BOTH SIDES)
DETAIL H
NTS —
SEDIMENT AND EROSION CONTROL
DETAILS I
PROJECT NO. 20176-265366
FILE NAME: CD05ESDT.DWG
SHEET NO.
CD-5
ISSUED FOR BID

BAG PLACED ON AGGREGATE
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12 GUAGE 4"x4" OR 2"x4" WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVILENT SECURED TO WIRE W/ METAL
CLIPS OR WIRE AT 8" ON CENTER
MAXIMUM SEDIMENT STORAGE LEVEL,
REMOVE SEDIMENT WHEN THIS LEVEL
IS REACHED OR AS DIRECTED BY
ENGINEER
18" _
X
Q
— -.,—SHEET DRAINAGE (ONLY)
N NATURAL GRADE
CARRY APPROXIMATE 12" OF
FABRIC INTO TRENCH, COVER
W/ SOIL & TAMP BAC K FI LL
04
CARRY 6" OF WIRE INTO TRENCH
METAL POSTS AT 8' OC MAX.
SILT FENCE
DETAIL KOA
NTS -
FIL
OR C
NOTES:
1. WATTLES SHALL BE FILLED WITH STF
OTHER APPROVED MATERIAL.
2. SPACING FOR WATTLES SHALL BE DEILI.IVIIIVLV
BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR PROTECTION OF
CATCH BASINS AND DROP INLETS WITH
APPROVAL BY THE STORMWATER UTILITY MANAGER
OR DESIGNEE.
4. REPLACE TORN OR DAMAGED WATTLES.
5. REMOVE ACCUMULATED DEBRIS AND SEDIMENT,
ONCE IT BUILDS UP TO Y2 OF THE HEIGHT OF
THE WATTLES.
SEDIMENT STORAGE
4k
L TO INCREASE STORAGE
CAPACITY & PROLONG THE
LIFE OF THE SILT FENCE,
IT IS GENERALLY ADVISABLE
TO DIG A SEDIMENT PIT IN
FRONT OF THE SILT FENCE
WHENEVER POSSIBLE
AVERAGE STONE DIAMETER
NOTES: OF 2 TO 3-INCHES
1. TOTAL DRAINAGE AREA FLOWING TO SILT FENCE 12"
MAY NOT EXCEED 1 ACRE, WITHOUT STORAGE PIT
2. SILT FENCES SHOULD NOT BE USED AT PIPE
OUTLETS OR IN AREAS OF CONCENTRATED FLOW
(CREEKS, DITCHLINES. SWALES ETC.)
3. REMOVE ACCUMULATED SEDIMENT, ONCE IT BUILDS
UP TO 1 /2 OF THE HEIGHT OF THE FABRIC.
4. REPLACE DAMAGED FABRIC, OR PATCH WITH A 2
FOOT -MINIMUM OVERLAP.
5. MAKE OTHER REPAIRS AS NECESSARY TO ENSURE
THAT FABRIC IS FILTERING ALL RUNOFF.
PROFILE VIEW
WOODEN STAKE
FILTER FABRIC OR DITCH LINER
6. COIR FIBER WATTLES MUST BE INSTALLED AT 50'
INTERVALS ON ALL SLOPES GREATER THAN 2:1 , 8" FABRIC STAPLE
EVEN IF NOT SHOWN ON THE PLANS.
N0. I DATE I DRWN I CHKD
18"
COIR FIBER WATTLES
DETAIL D
NTS -
REMARKS
12" DIAMETER STRAW FILLED
WATTLE FASTENED TO WOODEN
STAKE BY NAIL OR STAPLE
DITCHLINE
6"COVER
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: R. MADHURA
SHEET CHWD BY:—M. POLLARD
CROSS CH
BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
FLOW
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
2'
r�ii T rrni�r
SILT FENCE
18" 18"
MIN. MIN.
STONE OUTLET CROSS
SECTION
X
SEE
NINOTE 1
8-INCH D5o RIPRAP
SILT FENCE OUTLET
DETAIL B
NTS -
STONE OUTLET PLAN
VIEW
NOTES:
1. MATCH OUTLET HEIGHT TO HEIGHT OF SILT FENCE.
2. REMOVE SEDIMENT WHEN OF OUTLET IS
COVERED.
TREE PROTECTION
DETAIL E
NTS -
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PROVIDE HIGH -STRENGTH
DOUBLE -STITCHED J-TYPE
SEAMS
HEAVY DUTY
DIRTBAG 55
OR EQUAL
SEWN -IN SPOUT
HIGH -STRENGTH STRAPPING
FOR HOLDING HOSE IN PLACE
WATER FLOW FROM
PUMP (ATTACH HOSE)
OPENING TO ACCOMMODATE
UP TO 4-INCH
DISCHARGE HOSE
AGGREGATE
UNDERLAYMENT
(3-IN-THICK NCDOT
NOTES: NO. 57 STONE)
1. THE SEDIMENT BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE FABRIC SIZED FOR
DEWATERING PUMP FLOW.
2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE -NEEDLE
MACHINE WITH HIGH -STRENGTH THREAD.
3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884 TEST METHOD.
4. THE GEOTEXTILE FABRIC SHALL BE 8 OZ. NON -WOVEN GEOTEXTILE FABRIC.
5. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE -DISTURBANCE
HYDROLOGY IS NOT CHANGED.
SEDIMENT BAG
SEDIMENT AND EROSION CONTROL
DETAILS 11
PROJECT NO. 20176-265366
FILE NAME: CD06ESDT.DWG
SHEET NO.
CD-6
ISSUED FOR BID

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
REMARKS
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'
A HIGH
MIN
COHESIVE &
SANDBAGS (TYP.) SOIL BERMTION
O 0 OR STAPLES 0 CD
10 MIL
Q SILT FENCE SIDE SLOP LNLINGC SANDBAGS (TYP.)
(NPJ Q
0 0 0
00 00 `I, � o
OR STAPLES
0
A
MARKED SIGNAGE SECTION A -A
P�rCLEkRLY
NOTING DEVICE (18-X24" MIN.) NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
V,GFAPLES
10 MIL
COHESIVE &
PLASTIC LINING
LOW FILTRATION
1:1 SIDE SLOP
�(TYP.)
SOIL BERM
I
SECTION B-B
SANDBAGS (TYP.)
NOTES,
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
LEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24' MIN.)
2. THE CONCRETE WASHOUT
�Orc
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLD
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY:
SHEET CHK'D BY:.
CROSS CHK'D BY:
APPROVED BY:
DATE:
R. MADHURA
M. POLLARD
D. HEISER
M. POLLARD
OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
EFFECTIVE: 04/01/19
NCG01 GROUND STABILIZATION
AND MATERIALS HANDLING
PROJECT NO. 20176-265366
FILE NAME: CD07ESDT.DWG
SHEET NO.
CD-7
ISSUED FOR BID

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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
........ ---____...
...... Frequency
...... ....... ....... ......
Inspect iduring normal
Inspection records must include:
business hours)
(1) Rain gauge Daily
Daily rainfall amounts.
maintained in
if no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
I "zero." The permittee may use another rain -monitoring device
` approved by the Division.
(2) E&SC At least once per
1. Identification of the measures inspected,
Measures . 7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
flours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, acid date of corrective actions taken.
(3) 5tormwater At least once per
1. Identification of the discharge outfalls inspected,
discharge 7 calendar days
2. Bate and time of the inspection,
outfalls (SDDs).. and within 24
3. Name of the person performing the inspection,
hours of a rain
[ 4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
I sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
[ 6. Description, evidence, and date of corrective actions takers.
(4) Perimeter of At least once per
[[ f isible sedimentation is found outside site limits, then a record
site 7 calendar days
I of the following shall be made:
and within 24
E 1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
[ the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
--------------------------------------- ---------
(5) streams or At least once per
-------- - ------------ ---------------------------------- - --------------
If the stream or wetland has increased visible sedimentation or a
wetlands onsite 7 calendar days
stream has visible Increased turbidity from the construction
or offsite and within 24
1 activity, then a record of the following shall be made:
(where hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible) event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, item (2)(a) of this permit.
(6) Ground After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization of grading
measures, clearing and grubbing, installations of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
M = .SELF -
INSPECTION.
, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
.............. ...................
I
Item to Document
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
I
I
I
I
(b) A phase of grading has been Completed.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
................
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
to E&SC measures.
i
Documentation Requirements
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
Complete, date and sign an inspection report.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
REMARKS
I7_T3MIII
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
.
Within 24 hours, an oral or electronic notification.
deposition in a
.
Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
.
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
.
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
.
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
o
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
o
Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY:
SHEET CHK'D BY:.
CROSS CHK'D BY:
APPROVED BY:
DATE:
R. MADHURA
M. POLLARD
D. HEISER
M. POLLARD
OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
EFFECTIVE: 04/01/19
NCGO1 SELF INSPECTION, RECORD
KEEPING AND REPORTING
PROJECT NO. 20176-265366
FILE NAME: CD08SBDT.DWG
SHEET NO.
ISSUED FOR BID

NON -TRAFFIC
TRAFFIC
,> AREAS
AREAS PAVEMENT
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2. FOR USE AS TRENCH BACKFILL STABILIZATION IN TRAVELED AREAS.
3. THE DETAILS SHOWN REPRESENT THE MINIMUM REQUIRED. THE
ENGINEER OF WORK IS REQUIRED TO PROVIDE A SUBMITTAL TO
AGENCY OF JURISDICTION FOR REVIEW AND APPROVAL BY THE
AGENCY'S ENGINEER PRIOR TO INSTALLATION.
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GROUT, SEE SPECIFICATIONS.
10 mil PLASTIC LININ SANDBAG
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SHEET NO.
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DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD SMI th
CROSS CHK'D BY: D. HEISER
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REMARKS DATE: OCTOBER 2023 Tel: [phone]
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MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
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FORCE MAIN SYSTEM IMPROVEMENTS
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PROJECT NO. 20176-265366
FILE NAME: CD12FMIC.DWG
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CD-12
ISSUED FOR BID

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DESIGNED BY:
R. NANCE—GONZALEZ
CDM
DRAWN BY:
R. MADHURA
SHEET CHWD
BY: M. POLLARD
ith
CROSS CHK'D
BY: D. HEISER
M. POLLARD
4600 Park Road
APPROVED BY:
Charlotte, NC 28203
DATE:
OCTOBER 2023
Tel: [phone]
2H:1 V MAXIMUM SLOPE -
\� FOR ACCESS DOWN
EMBANKMENT
/ \ 1 \\ (SEE NOTE 8)
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MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
CREEK CROSSING NOTES:
1. CONTRACTOR SHALL SUBMIT A PROPOSED CONSTRUCTION PLAN WITH
DETAILED SEQUENCE OF WORK, COFFERDAM INSTALLATION AND
REMOVAL, DEWATERING AND EROSION AND SEDIMENT CONTROL,
EXCAVATION SUPPORT, ROCK REMOVAL, METHOD OF PIPE INSTALLATION
AND BACKFILL, AND SITE RESTORATION FOR ENGINEER AND OWNER
REVIEW PRIOR TO STARTING CONSTRUCTION.
2. A PLAN OF OPERATION FOR INCLEMENT WEATHER SHALL BE PROVIDED.
THE PLAN SHALL DEMONSTRATE THE ABILITY TO REMOVE EQUIPMENT,
BACKFILL THE TRENCH, AND RESTORE THE EXISTING CROSS -SECTIONAL
AREA OF REEMS CREEK PRIOR TO OVERTOPPING THE COFFERDAM.
SUFFICIENT EROSION CONTROL MEASURES SHALL BE INSTALLED ON
DISTURBED AREAS TO PREVENT EROSION DURING THE PERIOD OF HIGH
FLOW. WORK SHALL NOT COMMENCE UNTIL FLOWS HAVE SUBSIDED TO
NORMAL DRY WEATHER FLOW AND NO INCLEMENT WEATHER IS
FORECAST.
3. A MINIMUM 30 DAY NOTIFICATION SHALL BE PROVIDED TO THE OWNER,
ENGINEER, AND U.S. ARMY CORPS OF ENGINEERS PRIOR TO BEGINNING
WORK.
4. ONLY STAFF QUALIFIED TO DO THE WORK AND EXPERIENCED WITH
OPEN -CUT CREEK CROSSINGS, WILL BE PERMITTED TO PERFORM THE
WORK. NO STAFF SUBSTITUTIONS WILL BE PERMITTED WITHOUT OWNER
OR ENGINEER APPROVAL PRIOR TO.
5. CONSTRUCTION SHALL BE PERFORMED IN TWO PHASES. THE FIRST
PHASE SHALL BEGIN ON THE CONTRACTOR -PREFERRED SIDE OF THE
CREEK WITH THE COFFERDAM SPANNING APPROXIMATELY 55 PERCENT
OF THE CREEK WIDTH. UPON COMPLETION OF THE FIRST PHASE,
CONTRACTOR SHALL INSTALL A WATERTIGHT PLUG, REMOVE THE
COFFERDAM AND RESTORE AND STABILIZE THE BANK. THE SECOND
PHASE SHALL BEGIN ON THE OTHER SIDE OF THE CREEK WITH THE
COFFERDAM SPANNING UP TO 60 PERCENT OF THE CREEK WIDTH.
UPON COMPLETION OF THE SECOND PHASE, CONTRACTOR SHALL
REMOVE THE COFFERDAM AND RESTORE AND STABILIZE THE BANK. ALL
RESTORATION AND STABILIZATION ACTIVITIES SHALL BE PERFORMED
WITHIN SEVEN DAYS OF COMPLETING WORK ON THE DISTURBED AREA.
6. THE WIDTH OF THE COFFERDAM SHALL BE DETERMINED BY THE
CONTRACTOR BASED ON THE AREA REQUIRED TO PERFORM THE WORK,
BUT SHALL NOT EXTEND BEYOND THE LIMITS OF DISTURBANCE SHOWN
ON THE PLANS. CONTRACTOR SHALL MINIMIZE THE COFFERDAM AREA
TO THE EXTENT PRACTICABLE.
7. CONTRACTOR SHALL UTILIZE TIMBER MUD MATS FOR ACCESS DOWN
EMBANKMENT AND ALONG THE CREEK BOTTOM.
8. BOULDERS AND LOOSE ROCK ON THE CHANNEL BED SHALL BE
REMOVED AND STOCKPILED PRIOR TO PLACEMENT OF THE COFFERDAM.
ANY FOREIGN MATERIAL NOT SUITABLE FOR REINSTALLATION IN THE
RIVER SHALL BE DISPOSED OF AT THE CONTRACTORS COST. AFTER THE
COFFERDAM HAS BEEN INSTALLED, THE TOP 18-INCHES OF BED
MATERIAL WITHIN THE WORK AREA SHALL BE REMOVED AND STOCKPILED
(SEPARATE FROM BOULDERS AND LOOSE ROCK FROM ON TOP OF
CHANNEL BED). UPON COMPLETION OF WORK, THE BED MATERIAL
SHALL BE PLACED AND EXISTING GRADE REINSTATED. BOULDERS AND
LOOSE ROCK REMOVED FROM THE RIVER BOTTOM SHALL BE
REINSTALLED IN A SIMILAR LOCATION AND FASHION AS WAS PRESENT
PRIOR TO REMOVAL.
9. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING
CONSTRUCTION. DEWATER PER THE TECHNICAL SPECIFICATIONS. ALL
WATER REMOVED FROM THE WORK AREA SHALL BE CONTAINED AND
CONTROLLED PRIOR TO DISCHARGING INTO THE CREEK. ALL DEWATERING
SHALL BE PERFORMED USING A SEDIMENT BAG, OR OTHER APPROVED
MEASURE TO ACHIEVE TURBIDITY LIMIT. A TURBIDITY CONCENTRATION OF
NOT MORE THAN 50 NTUS SHALL BE MAINTAINED. CONTRACTOR SHALL
TEST DISCHARGED WATER NO LESS THAN ONCE EVERY 24 HOURS
WHILE DEWATERING IS BEING PERFORMED, WITH THE RESULTS PROVIDED
TO THE ENGINEER. IF A CONCENTRATION EXCEEDS 50 NTUS,
CONTRACTOR SHALL INSTALL ADDITIONAL MEASURE(S) TO CONTAIN AND
CONTROL TURBIDITY AND TEST THE DISCHARGED WATER TO ENSURE
COMPLIANCE. AT NO POINT SHALL TURBID WATER, EXCAVATION
MATERIAL, OR ANY OTHER FOREIGN MATERIAL BE DISCHARGED INTO THE
RIVER. CONTRACTOR SHALL INSTALL A TURBIDITY CURTAIN ALONG THE
DOWNSTREAM SIDE OF THE COFFERDAM THAT SHALL REMAIN IN PLACE
WHILE WORK IN THE CREEK IS OCCURRING. WATER DISCHARGED INTO
THE BUFFER FROM CONSTRUCTION RELATED ACTIVITIES SHALL BE
DIFFUSED PRIOR TO ENTERING THE BUFFER TO PREVENT EROSION.
10. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, REMOVE UNSUITABLE
MATERIAL TO REACH SUITABLE FOUNDATION, OR TO A DEPTH OF 3
FEET MAX. CONFIRM WITH ENGINEER PRIOR TO BACKFILLING. REPLACE
WITH STRUCTURAL FILL, PER SPECIFICATIONS.
11. NON -WOVEN FILTER FABRIC TO BE INSTALLED BENEATH AND ALONG
TRENCH WALLS UP TO 18-INCHES FROM CHANNEL BOTTOM.
12. EXISTING GRAVITY SEWER AND FORCEMAIN SHALL REMAIN IN SERVICE
DURING CONSTRUCTION. NO TEMPORARY BYPASS PIPES ARE REQUIRED
ACROSS THE CREEK.
REEMS CREEK CROSSING DETAILS
AND SITE PLAN
PROJECT NO. 20176-265366
FILE NAME: CID 13STDT.DWG
SHEET NO.
CD-13
ISSUED FOR BID

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GENERAL NOTES
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1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS
`648"X48"
CDCOVERED.
TION LIMITSS
ARE NEAR RAMP
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2- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3
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DAYS.
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3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
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6- DO NOT BACK BRACE SIGN SUPPORTS.
WORK ZONE
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ROAD
END 111 111 WORK
AHEAD
FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE
48%24„ ROAD w_ w2o-1
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1 1 as"xae"
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48"X4B"
3
LEGEND
STATIONARY SIGN
DUAL MOUNT SIGNS ON DIVIDED HIGHWAYS AND
INCREASE SIGN SPACING TO 1000'+/-,
SHEET 2 OF 3
NO STATIONARY -Y- LINE ADVANCE WARNING
.4-DIRECTION OF TRAFFIC FLOW
UNLESS THERE IS MORE
SIGNAGE IS CRE
THAN 1000' OFFCONSTRUCTION ALONG THE -Y- LINE.
11101.011
WORK ZONE WARNING 1
DETAIL A
NTS -
CONTINUOUS LINES
10'-30'/SP SKIP LINE
2'-6'/SP MINI -SKIP LINE
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UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR
UNLESS OTHERWISED SHOWN, USE 2'-6'/SP MINI -SKIPS FOR
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SKIP LANE LINES AND SKIP CENTER LINES.
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
EXTENSIONS THROUGH INTERSECTIONS AND MINI
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EDGE LINE
-SKIPS
USED FOR BICYCLE LANE LINES.
H CC � U
YELLOW OR WHITE
4"/6"
10' 30'
LL_ J d H Z
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2' 6'
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LANE LINE
YELLOW OR WHITE
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YELLOW OR WHITE
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3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
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CENTER LINE
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
UNLESS OTHERWISED SHOWN, USE 3'-9'/SP MINI -SKIPS FOR
r 15
4"/6"
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
YELLOW
GORE LINE
3' 3'
I+
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8" 12"
8„/12"
WHITE
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12" 45 MPH OR HIGHER
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8" LESS THAN 45 MPH
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STOP OR TRANSVERSE BAR
GENERAL NOTES:
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL
LINE.
ISHEET 1 OF 2
1205.01
REV.
I DATE I DRWN I CHKD
PAVEMENT MARKINGS 1
DETAIL D
NTS -
REMARKS
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY:
DATE:
R. MADHURA
M. POLLARD
D. HEISER
M. POLLARD
OCTOBER 2023
TWO-WAY UNDIVIDED (L-LINES) z
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END WORK
ROAD WORK G2o-2a
48'x24" W2OX4
48"X48"
HIGHWAY WORK ZONE
POSTED SPEED LIMIT
(MPH)
RECOMMENDED
MINIMUM
SIGN SPACING
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48"X48"
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ROADWAYS INTERSECTING ALONG TWO-WAY UNDIVIDED WORK ZONE (Y-LINES)
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MAIN ROADWAY WORK ZONE
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WORK
END N
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48"X24" 48"X4"
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END NO STATIONARY -Y- LINE ADVANCE WARNING SIGNAGE
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G2o-28
ROAD WO0.K 48"X24" IS REQUIRED TIO UNLESS THERE IS MORE THAN 1000' OF
WORK CONSTRUCTION CONSTRUCTION ALONG THE -V- LINE.
WORK
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W20-1 H LIMITS
48'X48"
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GENERAL NOTES
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1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK
UNLESS COVERED.
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3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
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4- ERECT SIGNS PER RSD 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SQUARE
STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR
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WORK ZONE SIGNS.
3.
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5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01.
N
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3
LEGEND
F STATIONARY SIGN
SHEET 3 OF 3
« DIRECTION OF TRAFFIC FLOW
11101.01
EDGE LINE OFFSET DETAIL
CENTER LINE OFFSET DETAIL
LANE LINE OFFSET DETAIL
St —
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
WORK ZONE WARNING 2
DETAIL B
NTS -
2"MAX., REFER ALSO TO TABLE 1
E.O.T.
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH (W) OF
TRAVEL PAVEMENT
MAX. EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH W
16' - 18'
2"
8' - 9'
19,
4"
9'
20'
6"
9.5'
21'
8"
10'
22'
loll
10'
23,
loll
10. 5'
24'
1 '
11 '
26'
2'
1 1'
28'
2'
12'
30'
3'
12'
32'
1 4'
1 12'
LEGEND
W = WIDTH OF TRAVEL LANE
E.O.T.= EDGE OF TRAVEL
0 DIRECTION OF
M TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
SEE EDGE LINE
OFFSET DETAIL
TWO-WAY UNDIVIDED ROADWAY
- iW
i� W ----
SEE EDGE LINE
OFFSET DETAIL
SEE EDGE LINE
OFFSET DETAIL
5
5
SEE CENTER LINE
OFFSET DETAIL
TWO-WAY UNDIVIDED ROADWAY
WITH TWO-WAY LEFT TURN LANE
SEE EDGE LINE OFFSET ,DETAIL��
OFFSET DETAIL
SEE EDGE LINE MULTI -LANE ROADWAY
OFFSET DETAIL
SEE EDGE LINE '— SEE LANE LINE
OFFSET DETAIL OFFSET DETAIL
PAVEMENT MARKINGS 2
DETAIL rF�
NTS -
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SHEET 2 OF 2
1205.01
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
INSET FOR 2-LANE ROADWAYS
WITH 2-WAY TURN LANE
ALL OTHER DEVICES ARE THE SAME AS ABOVE
J r ♦ ♦ WORK AREA
0-5
X 48"
♦
2-WAY GOWN
TRAFFIC STREAM
TAPER BUFFER BUFFER TAPER
GENERAL NOTES FOR FLAGGING OPERATIONS
1- REFER TO RSD. 1101.11 SHEETS 1 & 4 FOR "L" DISTANCE AND SIGN SPACING.
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OF TRAFFIC.
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
DOWNSTREAM SIDE OF TRAFFIC.
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT.
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2).
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
FOR SKINNY DRUM REQUIREMENTS.
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
AS DIRECTED BY THE ENGINEER.
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11- IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
WARNING MEASURES ALREADY EXIST.
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GENERAL NOTES FOR PILOT CAR OPERATIONS } LL.1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. � N
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP) CONES MAY NOT BE REQUIRED Q m LLI
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ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
THE WORK AREA 0 USING A PILOT CAR. 0 W Z
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. J
4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF 1
THE PILOT VEHICLE. N
5- DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE LEGEND
CLOSURE MEASURED FROM THE BEGINNING OF THE MERGE
TAPER Tb THE END OF THE LANE CLOSURE. i
FLAGGER
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND A CONE
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS. IQ PORTABLE SIGN-00 1 1 OF
DIRECTION OF TRAFFIC FLOW 1 1 SHEET 1 F 1
LANE CLOSURE
DETAIL rc*,�
NTS -
TRAFFIC CONTROL DETAILS
PROJECT NO. 20176-265366
FILE NAME: TC1 PPDT. DWG
SHEET NO.
TC-1
ISSUED FOR BID