SW3150903_APPROVED PLANS_20151007

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SWw" YAL D
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Barringer I s Trace Apartments
7820 N.C. Highway 73E
Town of Mount Pleasant, Cabarrus County, North Carolina
SITE DATA
PROJECT:
BARRINGER'S TRACE APARTMENTS
OWNER:
SOUTHERN PROPERTIES & DEVELOPMENT, LLC
P.O. BOX 504
TROY, NC 27371
DEVELOPER:
SOUTHERN PROPERTIES & DEVELOPMENT, LLC
P.O. BOX 504
TROY, NC 27371
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, SUITE 112
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
PROPERTY LOCATION:
7820 N.C. HIGHWAY 73 EAST
PROPERTY PIN NUMBER:
5660950440
REFERENCE:
D.B. 11240, PG. 190
P.B. 67, PG. 79
EXISTING TRACT AREA:
9.43 ACRES
ZONING:
RV -CD
PROPOSED USE:
RESIDENTIAL (MUTLI-FAMILY)
PROPOSED # UNITS:
64 UNITS
COUNTY:
CABARRUS
VICINITY MAP
SHEET INDEX
C1.01 -
EXISTING CONDITIONS AND DEMOLITION PLAN
C2.01 -
LAYOUT PLAN
C3.01 -
GRADING PLAN
C4.01 -
SEDIMENTATION AND EROSION CONTROL PLAN
C5.01 -
UTILITY PLAN
C5.02 -
SANITARY SEWER PLAN / PROFILE
C5.03 -
FORCE MAIN PLAN / PROFILE
C6.01 -
SITE PLANTING PLAN
C6.02 -
WET POND PLANTING PLAN
C7.01 -
SITE DETAILS
C7.02 -
SITE DETAILS
C7.03 -
SITE DETAILS
C7.04 -
SITE DETAILS
C7.05 -
SITE DETAILS
C7.06 -
SITE DETAILS
C7.07 -
SITE DETAILS
C7.08 -
SITE DETAILS
RECEIVED
DENR-DEMLR
Land Quality Section
Mooresville Regional Ofrce
9-24-2015
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DRAWN BY
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253.63
C4
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37ENERALNOTES
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
6. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC)
ACTIVITIES SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH
WITHIN THE LIMITS OF CONSTRUCTION.
WITH ALL APPLICABLE RULES AND REGULATIONS.
7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
3. REMOVE TOPSOIL AND STOCKPILE APPROPRIAETLY ON -SITE. ON -SITE
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
TEMP. STOCKPILES SHALL LOCATED WITHIN CONSTRUCTION LIMITS.
UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF
UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT
MODIFICATION TO THE PROPOSED DESIGN.
TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW
CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER,
8"ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL
LOCAL, STATE AND OSHA REGULATIONS.
BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS
9. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE
NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES
OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH
(WHETHER OR NOT INDICATED TO BE MODIFIED).
IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR
DETAIL.
10. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS
5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND
PATHS, LOCATIONS, LIGHTING ETC. W/OWNER.
ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY
ARCHITECT IMMEDIATELY.
DEMOLITION LEGEND
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GRAPHIC SCALE
5o 25 50 100
( IN FEET )
1 inch = 50 It -
SITE
STRUCT. / UTILITY
TO REMAIN
TO BE REMOVED
STRUCT. / UTILITY TO REMAIN TO BE REMOVED
ELECTRICAL
(OVERHEAD)
------ E ----
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LIGHT POLE LP LP
ELECTRICAL
UTILITY POLE ,O'PP qPP
(UNDERGROUND)
------ UE------
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GW GW
GUY WIRE B
FIRE PROTECTION
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MH MH
MANHOLE O O
FORCE MAIN
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CLEAN OUT CO CO
NATURALGAS
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SANITARY SEWER
SS
DROP INLET OR DI, CB DI, CB
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CATCH BASIN
TELE. / COMM.
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FIRE HYDRANT FH FH
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(UNDERGROUND)
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EXISTING GRAVEL DRIVE AND CONCRETE
WATER WELL
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PAVEMENT TO BE REMOVED
NOTE: DEMOLITION AND PATCHING OF PAVEMENT AND
DISTURBED/CLEARING LIMITS
OTHER EXISTING IMPROVEMENTS IN ADDITION TO THAT
INDICATED ON THIS PLAN SHALL BE PERFORMED AS
NECESSARY TO CONSTRUCT AND/OR INSTALL THE NEW
WORK. ALL SUCH DEMOLITION AND PATCHING SHALL
BE INCLUDED IN THE BASE BID SCOPE OF WORK.
9-3-2015
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6130115
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DRAWN BY
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JOB NO.
36884
SHEET NO.
C1.01

CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
CHORD
Cl
55.04
390.00
S42*WD0"W
55.79
C2
56.02
60.00
S72°5T2ZW
54.00
C3
255.99
544.00
S84°0610"E
253.63
C4
148.80
544.00
S62"46'1D'E
148.34
FRANKLIN STREET
NC HWY. 73
PG 182
-------___--_____ VARIABLE WIDTH PUBLIC RNV
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GENERAL NOTES
1. ALL DIMENSIONS TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
2. ALL PARKING SPACES SHALL BE 9' WIDE X 18' DEEP MIN.
3. �- VAN ACCESSIBLE PARKING SPACE.
4. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO TOWN OF MOUNT PLEASANT STANDARDS AND
SPECIFICATIONS.
5. SOLID WASTE DUMPSTER AREAS SHALL BE SCREENED AS REQUIRED BY THE TOWN OF MOUNT PLEASANT.
6. ALL HVAC AND MECHANICAL EQUIPMENT WILL BE GROUND MOUNTED AND SHALL BE
SCREENED FROM PUBLIC VIEW. REFER TO PLANTING PLAN ADDITIONAL INFORMATION.
7. ALL CURBING SHALL BE 24" STANDARD CURB AND GUTTER. SEE DETAIL SHEET.
8. ALL SIDEWALKS SHALL BE 4-FEET IN WIDTH, UNLESS OTHERWISE NOTED.
\ \ N 605449 569513.1155 /
E 1669513.1155
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1U7[70'SIGHT
DISTANCE TRIANGLE`
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\" IRON ROD
THE ACCESSIBLE PARKING
SPACES AND ASILES SHALL
TYP RADIUS HAVE A MAX. 2% SLOPE IN
VARIES ALL DIRECTIONS INCLUDING
THE DIAGONAL
VAC
1
I
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18 26' 18,
STALL AISLE STALL
NOTES:
ALL DIMENSIONS ARE TO FACE OF CURB.
INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE.
TYPICAL PARKING DIMENSIONS
OACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL SHEET
OACCESSIBLE WHEELCHAIR RAMP, SEE DETAIL SHEET
CO DUMPSTER ENCLOSURE, SEE ARCHITECTURAL PLANS
OD STOP SIGN, SEE TRAFFIC CONTROL NOTES THIS SHEET
OE CROSSWALK, SEE TRAFFIC CONTROL NOTES THIS SHEET
OPICNIC AREA WITH TABLES AND GRILL, REFER TO ARCHITECTURAL PLANS
OG PLAYGROUND EQUIPMENT AREA, REFER TO ARCHITECTURAL PLANS
HO PROJECT SIGN, SEE ARCHITECTURAL PLANS
OI GAZEBO, REFER TO ARCHITECTURAL PLANS
JO SEATING AREA WITH BENCH, REFER TO ARCHITECTURAL PLANS
OFENCED SEATING AREA WITH BENCHES, REFER TO ARCHITECTURAL PLANS
OMEDIAN CURB & GUTTER, SEE DETAIL SHEET
OSTOP BAR, SEE TRAFFIC CONTROL NOTES THIS SHEET
NO DOME ROOF PREFABRICATED BUS SHELTER BY BARCO, INC., MODEL
05HM8151 WD OR APPROVED EQUAL. SHELTER IS SIZED TO HOLD 20 STUDENTS
OV WOODEN OPAQUE FENCING, SEE DETAIL SHEET
OP SEGMENTAL RETAINING WALL, DESIGNED BY OTHERS
OW CHAINLINK FENCE WITH 12' GATE, SEE DETAIL SHEET
CONCRETE SIDEWALK, SEE DETAIL SHEET
HEAVY-DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
LIGHT -DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET
0 HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET
LIGHT -DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET
LIGHT -DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET
SITE
( IN FEET )
1 inch - 50 It.
SITE DATA
200
PROJECT:
BARRINGTON TRACE APARTMENTS
OWNER:
SOUTHERN PROPERTIES & DEVELOPMENT, LLC
P.O. BOX 504
TROY, NC 27371
j DEVELOPER:
SOUTHERN PROPERTIES & DEVELOPMENT, LLC
P.O. BOX 504
TROY, NC 27371
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, SUITE 112
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
PROPERTY LOCATION:
7820 N.C. HIGHWAY 73 EAST
PROPERTY PIN NUMBER:
5660950440
REFERENCE:
D.B. 11240, PG. 190
P.B. 67, PG. 79
EXISTING TRACT AREA:
9.43 ACRES
ZONING:
RV -CD
PROPOSED USE:
RESIDENTIAL (MUTLI-FAMILY)
PROPOSED # UNITS:
64 UNITS
COUNTY:
CABARRUS
MIN. BUILDING SETBACKS:
FRONT: 50'
REAR: 20'
SIDE: 20'
MIN. LANDSCAPE BUFFER:
20' (ALL SIDES)
IMPERVIOUS SURFACE AREAS
EXISTING:
PROPOSED ON -SITE:
0.21 ACRES
2.48 ACRES
PARKING REQUIREMENTS:
MULTIFAMILY RESIDENTIAL:
2 PER UNIT
PROPOSED:
TOTAL PROPOSED UNITS:
64
TOTAL PARKING REQUIRED:
128
TOTAL PARKING PROVIDED:
134
ACCESSIBLE PARKING REQUIRED:
4
ACCESSIBLE PARKING PROVIDED:
10
TRAFFIC CONTROL NOTES
1.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
vAN I
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.'
'`0fG691a1F j
SIGN MUTCD STD. SIZE
RESERVED
ACCESSIBLE PARKING R7-1 12"x18"
PARKING® I
STOP R1-1 24"x24"
2.
ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO THE
I
#Axrmum !
BOTTOM OF THE SIGN ON 3-LB. GALV. STEEL U-CHANNEL POST SET IN 24-IN
PENALTY ;
$250._..1
'------
DEEP x 8-IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO
t
SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE
TO THE BOTTOM OF SIGN.
3.
ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
MARKING NCDOT STD. SIZE COLOR
PARKING SPACE - 4-IN WHT.
` NO PARKING - FIRE LANE MARKING SHALL CONSIST OF A 4" SOLID YELLOW
STRIPE AND 8" HIGH YELLOW TEXT "NO PARKING - FIRE LANE" AT 40' INTERVALS.
STRIPING SHALL BE PLACED AS INDICATED BY THE FOLLOWING LINEfYPE---------
4.
ALL PAVEMENT MARKINGS SHALL BE PAINT OR THERMOPLASTIC TYPE AS REQUIRED BY THE CITY.
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6130115
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DRAWN BY
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JOB NO.
36884
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RETAINING WALL NOTE
EITHER FENCING OF GUARDRAIL SHALL BE INSTALLED
ALONG THE TOP OF ALL WALLS THAT ARE GREATER THAN
40" IN HEIGHT. CONTRACTOR SHALL COORDINATE THE
FENCING OR GUARDRAIL INSTALLATION INTO THE
RETAINING WALL DEIGN AND CONSTRUCTION.
CONTRACTOR SHALL COORDINATE SELECTION WITH THE
OWNER. ALL COLORS AND MATERIALS TO BE APPROVED
BY THE OWNER.
ROOF DRAINAGE NOTE
ALL DOWNSPOUTS SHALL BE PIPED TO EITHER THE
NEAREST STORM DRAINAGE INLET OR TO DAYLIGHT, A
MINIMUM OF 1 U AWAY FROM THE BUILDING. CONTRACTOR
SHALL NOT DISCHARGE TO NEW FILL SLOPES, EXTEND
AND DISCHARGE TO EXISTING GRADE AS NECESSARY.
VERIFY EXACT DOWNSPOUT LOCATIONS AND NUMBERS
WITH THE ARCHITECTURAL PLANS. MINIMUM LINE SIZE
SHALL BE 4" AND ALL BRANCH PIPING SHALL BE SIZED
ACCORDINGLY TO HANDLE THE REQUIRED SURFACE
AREA FLOW BASED ON FINAL ROUTE CONFIGURATION.
SEE DETAIL SHEET FOR DOWNSPOUT CONNECTOR.
WET DETENTION POND ` 6 / P � yA rvrR`'_l////
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GENERAL NOTES
LEGEND
EXISTING CONTOURS
FINAL CONTOURS
EXISTING STORM. DRAIN PIPE
PROPOSED STORM DRAIN PIPE
p O- TREE PROTECTION FENCE, SEE DETAIL SHEET
DISTURBED LIMIT LINE
MAJOR DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PPE
SLOPE
PPE
D1A
PPE
LENGTH
PPE
MATRL
UPPER
WV.
LOWER
M
I UPSTREAM
STRUCTURE
DATA
UP STRM
DN STRM
OP ELEV.
DEPTH
TYPE
(N)
cEn
(FT)
(FT)
(ET)
(FT)
1
2
1.1^
15
78
HDPE 061M
6B0.76
664.63
3,00
DI
2
3
1.32%
18
84
HOPE MOM
85945
66476
420
DI
3
4
1.12%
24
110
HWE 659.25
658.02
663.25
4.00
DI
4
5
1.02%
24
41
HWE 657.82
65140
66362
5.80
Di
5
6
1.06%
24
1%
HOPE 657,20
656.08
66270
5.50
DI
6
7
193%
24
42
HDPE 655.88
66507
661.58
530
DI
7
8
2.29%
24
112
HDPE 642D7
0950
66207
2000.
J6
9
10
1.19%
15
168
HDPE 66071
658,71
66371
300
DI
10
11
3.95%
18
87
HOPE 658.51
65507
601.51
3.00
DI
11
7
1.1^
18
42
HOPE 84857
64807
661.57
13W
DI
12
4
4.97%
15
60
HOPE 661.00
658.02
684.00
3.00
D3
13
14
2.76%
24
145
HOPE 65400
650.00
657.00
300
DI
NOTES
LEGEND
TOP ELEV. OF
DROP INLET (DI) IS
TOP OF GRATE
DI DROP INLET, SEE DETAIL SHEET
TOP ELEV. OF
JUNCTION BOX (JBDI) IS TOP OF RIM
JB JUNCTION BOX, SEE DETAIL SHEET
O STRUCTURE IDENTIFICATION
T
1
1 i
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3
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4
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VICINITY MAP
SITE
GRAPHIC SCALE
50 0 25 50 1U10 21
( IN FEET )
i inch = 50 11,
1.
TOTAL DISTURBED AREA = 6.1 ACRES.
13.
ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
2.
ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS
SHEET.
NEEDED TO MATCH FINISHED GRADES.
14.
EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL
3.
ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
PERFORMED BY THE OWNER'S INDEPENDENT TESTING
LABORATORY.
15.
ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
4.
ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB OR TOP
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
OF PAVEMENT UNLESS OTHERWISE INDICATED.
UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
5.
SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
ADDITIONAL COST TO THE OWNER.
6.
ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
16.
THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
7.
A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
WORK, GRADING AND INSTALLATION OF EROSION CONTROL.
ON AND OFFSITE.
8.
UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE
17.
THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
CALL.
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
9.
ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILTY
AUTHORITIES OR THE ARCHITECT.
AISLES ARE TO HAVE NO MORE THAN A 1:50 SLOPE IN ALL
DIRECTIONS.
18.
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
10.
ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 SLOPE
GENERATED DURING CONSTRUCTION AND FOR OBTAINING
FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A
ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR
1:50 SLOPE FOR THE WIDTH OF THE SIDEWALK.
WASTE AREAS.
11.
IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF
19.
ALL DROP INLETS MUST BE MARKED, "DUMP NO WASTE DRAINS
THESE SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S
TO STREAM" OR EQUIVALENT.
RESPONSIBILTY TO CONTACT THE OWNER PRIOR TO POURING
ANY CONCRETE SO THAT A SOLUTION CAN BE FOUND.
20.
ALL RETAINING WALLS SHOWN ON THIS PLAN REPRESENT MINIMUM
12.
SPOT ELEVATIONS ARE GIVEN AT A MAJORITY OF THE MAJOR
GROUND ELEVATION REQUIRED. WALL MAY BE STEPPED AS NEEDED.
BREAK POINTS, BUT IT SHOULD NOT BE ASSUMED THAT ALL
NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE
LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT
LABELED THAT SHOULD BE TAKEN INTO CONSIDERATION. THE
CONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL
AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE
STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
026 W 7:
9-3-2015
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6130115
O
DRAWN BY
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•
DESIGNED BY
•
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•
CHECKED BY
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CONSTRUCTION-S QUEN-CE _ -
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MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
TO MAINTAIN ALL MEASURES AS DESIGNED.
2. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
64NCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO
MAINTAIN A BARRIER.
4. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS
TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH.
5. TOP DRESS CONSTRUCTION ENTRANCES WITH CLEAN STONE AS
NECESSARY TO MAINTAIN PROPER FUNCTIONING.
6. REFER TO SPECIFIC DEVICE DETAILS FOR ADDITIONAL
MAINTENANCE REQUIREMENTS.
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. KEEP A COPY OF THE APPROVED PLAN ON -SITE
AND POST APPROVAL PLACARD.
2. NOTIFY NCDENR, ARCHITECT, ENGINEER AND OWNER REPRESENTATIVE AND CONDUCT
PRE -CONSTRUCTION CONFERENCE AS REQUIRED PRIOR TO STARTING CLEARING OR ANY OTHER
CONSTRUCTION.
3. INSTALL THE GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCES. CLEAR ONLY AS REQUIRED TO
INSTALL THESE DEVICES. ONCE THIS IS COMPLETE, INSTALL THE SKIMMER BASIN AND WALLS AS SHOWN AND
THE DIVERSIONS AND SLOPE DRAINS THAT DIRECT RUNOFF. INSTALL CHECK DAMS AS INDICATED AND INSTALL
EROSION CONTROL MATTING IN ALL DIVERSIONS PLUS THE BASIN SKIMMER AND SPILLWAY DISCHARGE AREAS.
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
5. BEGIN ROUGH GRADING OF THE SITE. SEED AND STABILIZE SLOPES AS THEY ARE ESTABLISHED AND AS
REQUIRED PER THE GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET.
6. INSPECT ALL MEASURES AND DEVICES WEEKLY AND AFTER ALL RAINFALL EVENTS. MAKE PROMPT REPAIRS
AS NEEDED.
7. STABILIZE SITE IMMEDIATELY AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING AND
TEMPORARY DITCH AND SLOPE LINING AS REQUIRED BY THE GENERAL PERMIT STABILIZATION REQUIREMENTS
FOUND ON THIS SHEET. STABILIZE ALL SLOPES 6:1 OR STEEPER WITH EROSION CONTROL MATTING.
8. ADDITIONAL EROSION MEASURES MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF THOSE SHOWN
ON THE PLAN. THE CONTRACTOR WILL INSTALL ADDITIONAL MEASURES IF NECESSARY AS REQUIRED BY
NCDENR, OWNER, ARCHITECT, OR ENGINEER.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED; CALL FOR INSPECTION BY NCDENR.
10. WHEN SITE IS APPROVED BY NCDENR INSPECTOR; COVERT BASIN TO PERMANENT POND AND FINE GRADE, SEED
AND STABILIZE THIS AREA.
11. ONCE REMAINING VEGETATION IS ESTABLISHED, CALL FOR A FINAL INSPECTION BY NCDENR TO
OBTAIN A CERTIFICATE OF COMPLETION AND REMOVE REMAINING PERIMETER MEASURES.
WETLANDS IMPACT STATEMENT
NO STREAMS/WETLANDS ARE IMPACTED BY THIS PROJECT
GENERAL NOTES
1. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND
LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON
AND OFFSITE.
2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL
AUTHORITIES OR THE ARCHITECT.
3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFFSITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL
APPLICABLE PERMITS FOR OFFSITE STOCKPILES AND/OR WASTE
AREAS.
4. DISTURBED AREA: 8.0 ACRES
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY
TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED
BY CONSTRUCTION TRAFFIC. THE OWNER RESERVES THE RIGHT TO
REQUIRE THAT A WASH STATION BE INSTALLED AT NO ADDITIONAL
COST IF PAVEMENT AREAS ARE NOT KEPT CLEAN.
6. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS OF THE GENERAL
PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT NO. NCGO10000.
7. A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO WORK,
GRADING PERMIT AND INSTALLATION OF EROSION CONTROL.
8. UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE CALL.
9. ALL TEMPORARY MEASURES SHALL BE REMOVED AT THE END OF THE
CONSTRUCTION OF THE PROJECT.
10. CUT AND FILL SLOPES SHALL BE STABILIZED AS REQUIRED BY THE
GENERAL PERMIT STABILIZATION REQUIREMENTS FOUND ON THIS SHEET.
11. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER SEPARATING
EXISTING PEDESTRIAN TRAFFIC ARES.
12. ALL FINAL CUT AND FILL SLOPES ARE TO BE AT A 2:1 MAXIMUM.
GRAPHIC SCALE
21 0 ,pp
( IN FEET )
1 inch = 50 ft.
LEGEND
SKIMMER SEDIMENT BASIN
SEE DETAIL SHEET
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL SHEET
PERMANENT OUTLET PROTECTION
SEE DETAIL SHEET
DIVERSION DITCH / BERM
SEE DETAIL SHEET
SILT/TREE PROTECTION FENCE
SEE DETAIL SHEET
01_ CHECK DAM
SEE DETAIL SHEET
epee INLET PROTECTION
OF SEE DETAIL SHEET
LopREINFORCED SILT FENCE OUTLET
SEE DETAIL SHEET
••;.. _ ..... _ .. TEMPORARY SLOPE DRAIN
SEE DETAIL SHEET
10: TEMPORARY PIPE INLET PROTECTION
SEE DETAIL SHEET
SLOPE STABILIZATION LINER
SEE DETAIL SHEET
DISTURBED LIMIT LINE
FINAL CONTOUR
------------ EROSION CONTOUR
EXISTING CONTOUR
59
2,J!�
DWQ CONSTRUCTION GENERAL PERMIT STABILIZATION REQUIREMENTS
STABILIZATION TIMEFRAMES
(effective At qg 3, 2011) ,
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches. slopes
7 days
None
High Quality Water (HQW)Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
`\.... Slopes 3:1 flatter
14 days
or
7 days for elopes greater than 60' in length.
L_ All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
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36884
SHEET NO.
C4.01

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BILLY RAY NATLEY
PIN 56670000
264 PG
DB 264 PG 139
I
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ROBIN L LEPAK /
PIN 0680
2559330W /
DB
5 PG
/
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JERRY WAYNE CLONTZ
8. PEGGY C. CLONTZ
PIN 56608459750000
DB 559 PG N
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COMBUSTIBLE NOTE
APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BECOME AVAILABLE
AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE.
COMMUNITY BUILDING GREASE TRAP NOTE
THE COMMUNITY BUILDING AS CURRENTLY DESIGNED WILL NOT INCLUDE A COMMERCIAL KITCHEN AND NO ON -SITE
FOOD PREPARATION WILL OCCUR, SO THEREFORE NO GREASE TRAP IS REQUIRED.
WATER FLOW CALCULATION
DWELLINGS: 64 UNITS @ 400 GPD PER UNIT = 25,600 GPO
SEWER FLOW CALCULATION
DWELLINGS: 48 -1 OR 2 BEDROOM UNIT @ 240 GPD PER UNIT= 11,520 GPD
PLUS,
DWELLINGS: 16 - 3 BEDROOM UNITS @ 360 GPD PER UNIT = 5.760 GPD
PLUS,
COMMUNITY BUILDING: 2 PERMANENT DAILY EMPLOYEES @ 25 GPD PER EMPLOYEE = 50 GPD
THEREFORE,
TOTAL ESTIMATED AVERAGE DAILY FLOW = 17,330 GALLONS PER DAY
I
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a
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GRAPHIC SCALE
DO 25 50 l0o
belmyouft
vCA/ AI/'1TCQ
1/11L VIICCI.
B SANITARY SEWER CLEANOUT, SEE DETAIL SHEET.
OC 4' DIAMETER SANITARY SEWER MANHOLE, SEE DETAIL SHEET.
O EXTEND SERVICE TO WITHIN 5'-0" OF BUILDING WALL. REFER
TO PLUMBING PLANS FOR EXACT LOCATION AND INVERT ELEVATION.
OE EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE
PROTECTION CONNECTION, SEE DETAIL SHEET C7.04. COORDINATE
WITH FIRE PROTECTION PLANS FOR EXACT LOCATION. ALL BACKFLOW
DEVICES ARE TO BE LOCATED WITHIN THE RISER ROOMS, ALL ASSEMBLIES
SHALL BE A WILKINS 375 OR AS APPROVED BY THE TOWN OF MOUNT.
PLEASANTNVATER AND SEWER AUTHORITY OF CABARRUS COUNTY.
OF 2" DOMESTIC/FIRE WATER TAP.
OG 8" X 8" TAPPING SLEEVE AND VALVE, SEE DETAIL SHEET.
OH FIRE DEPARTMENT CONNECTION (FDC) WITH 2-1/2"
NATIONAL STANDARD TO BE LOCATED ON BUILDING
WALL, REFER TO FIRE PROTECTION PLANS FOR EXACT
LOCATION.
II 6" GATE VALVE AND BOX, SEE DETAIL SHEET.
J 8" X 6" TEE.
K 1.5" DOMESTICARRIGATION WATER TAP.
L 2" DOMESTIC WATER TAP, CONTRACTOR SHALL USE 1" TYPE'K' COPPER.
M 1" DOMESTIC/FIRE WATER TAP.
N 8" X 8" TEE.
////0���� 1" DOMESTIC WATER TAP, CONTRACTOR SHALL USE 1"TYPE W COPPER.
tQ J YARD HYDRANT (NON -FREEZE), SEE DETAIL SHEET.
R PUMP TANK, SEE DETAIL SHEET.
S UTILITY VAULT, SEE DETAIL SHEET..
T 8" BLOWOFF ASSEMBLY, SEE DETAIL SHEET.
U 8" WATER METER, SEE DETAIL SHEET.
V 8" REDUCED PRESSURE ASSEMBLY IN HEATED ENCLOSURE,
SEE DETAIL SHEET. ALL ASSEMBLIES MUST BE APPROVED BY
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY AND
AND SHALL BE USC OR ASSE APPROVED.
( IN FEET )
1 inch = 50 It.
GENERALNOTES
SITE
1. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH
OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES
INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY,
TELEPHONE AND CAN.
2. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING
UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY
DISCREPANCIES ARE DISCOVERED.
3. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING
CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
OWNER.
4. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC
AND OSHA REQUIREMENTS.
5. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL
UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
6. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO
ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES.
7. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN
FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR
UTILITY INSTALLATION.
8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF MOUNT
PLEASANT STANDARDS AND SPECIFICATIONS.
9. ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE
UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS
LESS THAN 24-IN.
10. TEMPORARY ROADS SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION UNTIL PERMANENT ROADS ARE BUILT.
UTILITY LEGEND
ELE&ftAL (OVERHEAD)
ELECTRICAL (UNDERGROUND)
FOUNDATION DRAIN
GAS
SANITARY SEWER
TELEPHONE (OVERHEAD)
TELEPHONE (UNDERGROUND)
WATER
ROOF DRAIN
FORCE MAIN (SEWER)
FIRE PROTECTION
PLANTER DRAIN
CHILLED WATER
STORM DRAIN
LIGHT POLE
UTILITY POLE
MANHOLE
CLEAN OUT
DROP INLET,CATCH BASIN
FIRE HYDRANT
WATER VALVE
POST INDICATOR VALVE
THRUST BLOCKING
DOWNSPOUT CONNECTION
REDUCER
EXISTING
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QENERAL NOTES
1. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH I'I
OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES
INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY,
TELEPHONE AND CAN.
2. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING
UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY
DISCREPANCIES ARE DISCOVERED.
3. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING
CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
OWNER.
4. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC
AND OSHA REQUIREMENTS.
5. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL
UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
6. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO
ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES.
7. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN
FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR
UTILITY INSTALLATION.
S. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
MARION STANDARDS AND SPECIFICATIONS.
9. ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE
UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS
LESS THAN 244N.
UTILITY LEGEND
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1. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH
OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES
INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY,
TELEPHONE AND CAN.
2. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING
UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY
DISCREPANCIES ARE DISCOVERED.
3. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING
CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
OWNER.
4. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC
AND OSHA REQUIREMENTS.
5. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL
UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING
CONSTRUCTION.
6. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO
ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT
FACILITIES.
7. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN
FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR
UTILITY INSTALLATION.
8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
MARION STANDARDS AND SPECIFICATIONS.
9. ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE
UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS
LESS THAN 244N.
UTILITY LEGEND
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LIGHT POLE
LP
UTILITY POLE
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Dl, CB
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THRUST BLOCKING
DOWNSPOUT CONNECTION
REDUCER
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JOB NO.
36884
SHEET NO.
C5.03

CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
CHORD
Cl
55.84
390.00
S42'O6'00"W
55.79
C2
56.02
60.00
S72'5T22"W
54.00
C3
255.99
544.00
S84*061P'E
253.63
C4
148.80
544.00
S62'46'10"E
148.34
N/F
ROBIN L. LEPAK
PIN 56608554330000
DB 9325 PG 94
W
69
\
N/F
JERRY WAYNE CLONTZ
& PEGGY C. CLONTZ
PIN 666WS9750000
DS 559 PG N
PB 13 PG 48
GENERALNOTES
FRANKLIN STREET
VARIAB NC HWY 73
_--- -__LE WIDTH PUBLIC RAN
-------- ---------------------------
------- ---
OB 5035 PG 182 -____ _ \ - `
NCDQT RmTAKINi- __,
— {SEE-EASEMEENT&RM/NOTES) N0.2S
B2OT � TM 10
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BILLY RAY HATLEY gp. r /
PIN 566D0575670000 O
DS 264 PG 139 , LI 2
_ O `, 1 / , GRADY R. BARRINGER \ ��
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135.44'
/
/
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X— — s67dr ® ®
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------------
PRE -CONSTRUCTION
• PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN ON -SITE PRE CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR
THE PROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS THAT ARE TO REMAIN AS IDENTIFIED ON THE LANDSCAPE PLAN.
• CONTACT "NC ONE CALL" AT 811 FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN
STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS.
CONSTRUCTIONIINSTALLATIO N
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD
FOR NURSERY STOCK".
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS
RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER,
ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
EANNE L. BARRINGER \
'OCABLE LIVING TRUST////
PIN 5880954512 /\p_ _
DB 9898 PG 190 1 42.3'
MB 67 PG 79
LOT /
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( IN FEET )
1 inch = 50 It.
+ TOWN OF MT. PLEASENT
/ LANDSCAPE REQUIREMENTS
PARKING AREA YARD W/ 129 SPACES • BLDG. 200 184 LF =SEVEN
ALL PARKING SHALL BE WITHIN 60' OF
A SHADE TREE ORNAMENTAL TREES REQ'D/PROVDFIFTY SMALL OR MEDIUM SHRUBS
�/ / ' • ONE SHADE TREE PER TEN PARKING
REQ'D/PROVD
/ SPACES: A ENTA T EES P BLDG. 300 160 LF = SIX ORNAMENTAL
' TWO ORNAMENTAL TREES PER TEN
VD
PARKING SPACES: 26 REQ'D/PROVD TREES
FORTY-THREE SMALL
ALLLL
OR MEDIUM
EIGHT SMALLIMEDIUM SHRUBS PER
SHRUBS REQ'D /PROVD
TEN SPACES: 104 REQ'DIPROVD � / \ • BLDG. 400 184 LF =SEVEN
STREET YARD :CLASS 1 ORNAMENTAL TREES REQ'D/PROVD
BUFFER WIDTH: L FIFTY SMALL OR MEDIUM SHRUBS
REQ'D/PROVD
LENGTH: 468 LF (FRANKLIN STREET) COMMERCIAL BLDG. 122 LF CATEGORY
• ORNAMENTAL TREES REQ'D: 1 / 50 LF: 1 (LESS THAN 2,500 GFA)=
10 REQ'D/PROVD 6' WIDE BUFFER ONE ORNAMENTAL
' LENGTH: 606 LF (SKYLAND DRIVE) TREE AND EIGHT SHRUBS
• ORNAMENTAL TREES REQ'D: 1 / 50 LF: PER THIRTY LF. FIVE TREES AND
13 REQ'D/PROVD THIRTY THREE SHRUBS REQ'D/PROVD.
BUFFER YARD: CLASS 'A' BUFFER NOTES:
BUFFER WIDTH: 8' ONE SHADE TREE / 100
LF. MINIMUM 0.2 PTS / FT. BUFFERS SHOULD REMAIN UNDISTURBED
• SOUTH 381 LF: 4 TREES REQ'D/PROVD FOR THE MOST PART
PLUS 77 PTS PLANT MATERIAL AND THEREFORE HAVE THE NUMBER OF
• EAST 430 LF: 5 TREES REQ'D/PROVD REQUIRED LARGE TREES,
PLUS 86 PTS PLANT MATERIAL BUT MAY NOT HAVE THE NUMBER OF
• WEST 705 LF: 8 TREES REQ'D/PROVD SMALL TREES AND SHRUBS
PLUS 141 PTS PLANT MATERIAL SCREENING THAT THE LANDSCAPE
ORDINANCE REQUIRES.
GENERAL NOTES BUILDING YARD: CATEGORY 2 (2,500 -9 999 BASED ON AN ON -SITE REVIEW BY CITY
G A STAFF, THE EXISTING UNDISTURBED
• ALL DISTURBED AREAS OF THE SITE WILL BE MULCHED OR PLANTED. BUFFER WIDTH: 8' FACING PARKING BUFFERONE ORNAMENTAL TREE / 30 LF. AND SHALL BE SUPPLEMENTED WITH THE
• LAWN TURF SHALL BE HYBRID BERMUDA, SPRIGGED OR SODDED; OR EIGHT SMALL OR MEDIUM SHRUBS / 30 LF FOLLOWING IN LOCATIONS DEEMED
HYBRID FESCUE SEEDED OR SODDED. AREAS RECOMMENDED FOR FOR MINIMUM 0.5 PTS. / LF. INSUFFICIENTLY SCREENED.
TURF ARE SHADED. LIMITS SUBJECT TO ACTUAL FINISHED GRADE BLDG. 100 150 LF = FIVE ORNAMENTAL (1) WILLOW OAK, - 6- CAL PER 100 LF.
(1) RED CEDAR, 5 6
CONDITIONS. TREES REQ'D/PROVD ' HTT PER 50 LF.
FORTY SMALL OR MEDIUM SHRUBS (1) WAX MYRTLE, 18 -24' HT PR 10 LF.
• MULCH ALL PLANT BEDS AND TREE RINGS WITH 3" OF CLEAN PINE STRAW. REQ'D/PROVD
PLANT LIST (REQUIRED BY MUNICIPALITY)
KEY
QUANTITY
NICAL NAM
BOTAE
COMMON NAME
MINIMUM
INSTALLED SIZE
_J_
ROOT
TYPE
REMARKS
LARGE TREES - 10'- 12' HEIGHT 4 PLANTING MINIMUM
LS
4
LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA'
FRUITLESS SWEETGUM
2.5" CAL.
B&B
SINGLE STEM - 12 PTS. EA.
SY
14
PLATANUS X OCCIENTALIS
SYCAMORE
2.5" CAL.
B&B
SINGLE STEM - 12 PTS. EA.
AR
4
ACER RUBRUM
RED MAPLE
2.5" CAL.
B&B
SINGLE STEM - 12 PTS. EA.
QC
6
QUERCUS COCCINEA
SCARLET OAK
2.5" CAL.
B&B
SINGLE STEM - 12 PTS. EA.
SMALL TREES - 1.5" CALIPER (M PLANTING MINIMUM
BNH
?
BETULA NIGRA'HERITAGE'
HERITAGE BIRCH
8' HEIGHT
B&B
MULTI -STEM - 6 PTS EA.
LICB
28
LAGERSTROEMIA INDICA'CAROLINA BEAUTY'
CAROLINA BEAUTY CRAPEMYRTLE
8' HEIGHT
B&B
MULTI -STEM - 6 PTS EA.
LIN
31
LAGERSTROEMIA INDICA WATCHEZ'
NATCHEZ CRAPEMYRTLE
8' HEIGHT
B&B
MULTI -STEM - 6 PTS EA.
TM
23
ACER BUERGERANUM
TRIDENT MAPLE
8' HEIGHT
B&B
MULTI -STEM - 6 PTS EA.
SHRUBS
WM
66
MYRICA CERIFERA
WAX MYRTLE
18 - 24" HT.
CONT.
MULTI -STEM 3 PTS. EA,
HNB
36
HYDRANGA MACROPHYLLA'NIKKO BLUE'
NIKKO BLUE HYDRANGEA
18 - 24" HT.
CONT.
MULTI -STEM 3 PTS. EA.
HV
4
HYDRANGA MACROPHYLLA'VARIEGATA'
VARIEGATED HYDRANGEA
18 - 24" HT.
CONT.
MULTI -STEM 3 PTS. EA.
SGJ
17
JUNIPERIUS CHINENSIS'SEA GREEN'
SEA GREEN JUNIPER
18 - 24" HT.
CONT.
3 PTS. EA.
NPH
?
ILEX CORNUTA'NEEDLEPOINT
NEEDLEPOINT HOLLY
18 - 24" HT.
CONT.
3 PTS. EA.
ND
??
NANDINA DOMESTICA'GULF STREAM'
GULFSTREAM NANDINA
18 - 24" HT.
CONT.
3 PTS. EA.
LC
??
LOROPETUM CHINESE VAR. RUBRUM
RUBY CHINESE FRINGE FLOWER
18 - 24" HT.
CONT.
3 PTS. EA.
AGG
??
ABELIA x GRANDIFLORA'EDWARD GOUCHER'
EDWARD GOUCHER ABELIA
18 - 24" HT.
CONT.
3 PTS. EA.
PIH
32
RAPHIOLEPIS UMBELLATA 'PINKIE'
PINK INDIAN HAWTHORNE
18 - 24" HT.
CONT.
3 PTS. EA.
WIH
64
RAPHIOLEPIS UMBELLATA 'WHITE SNOW
WHITE INDIAN HAWTHORNE
18 - 24" HT.
CONT.
3 PTS. EA.
CJH
47
ILEX CRENATA'COMPACTA'
COMPACT JAPANESE HOLLY
18 - 24" HT.
CONT.
3 PTS. EA.
ANJ
47
JUNIPERIUS HORIZONTALIS'PLUMOSA COMPACTA'
ANDORRA JUNIPER
18-24" HT.
CONT.
3 PTS. EA.
CPJ
38
JUNIPERIUS CHINENSIS'NICK'S COMPACT
COMPACT PFITZER JUNIPER
18 - 24" HT.
CONT.
3 PTS. EA.
20� �
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DATE
6130115
DRAWN BY
T.GRISSINGER
DESIGNED BY
J.CHANDLER
CHECKED BY
J. CHANDLER
SCALE
PER PLAN
30B NO.
36884
SHEET NO.
C6.01
c
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SEAL
0260
POND PLANT LIST
SHALLOW WATER (LOW MARSH) ELEV. 642.0 - 642.5 (1,436 SF)
-- — 9-34015
QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES
120 JUNCUS EFFUSUS SOFTRUSH PLUGS 2' O.C. PLANT IN GROUPS OF 10
40 SAURURUS CERNUUS LIZARD'S TAIL PLUGS 2' O.C. PLANT IN GROUPS OF 5
40 PONTEDERIA CORDATA PICKEREL WEED PEAT POTS 2' O.C. PLANT IN GROUPS OF 5 E
120 SCIRPUS PUNGENS THREE SQUARE BULLRUSH PLUGS 2' O.C. PLANT IN GROUPS OF 10
40 ACORUS CALAMUS SWEET FLAG BARE ROOT 2' O.C. PLANT IN GROUPS OF 5 n N
C.
%0 o
40 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD TUBER 2' O.C. PLANT IN GROUPS OF 5 N E
W z a
SHALLOW LAND (HIGH MARSH) ELEV_642.5 - 643.0 (1 585 SF) c 3
QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES ¢ 7 3
w V p N p
45 IRIS VERSICOLOR WILD IRIS BARE ROOT 2' O.C. PLANT IN GROUPS OF 5
Wt!—.a
50 ITEA VIRGINICA SWEETSPIRE 1 GAL T O.C. PLANT IN GROUPS OF 5 w o m z w
WD�ri O f
50 CAREX STRICTA TUSSOCK SEDGE PLUGS T O.C. PLANT IN GROUPS OF 5 M
oc ''o
15 EUPATORIUM FISTULOSUM JOE PYE WEED QUARTS 5' O.C. PLANT IN GROUPS OF 5 Z w ? ON � O
ON
15 CLETHRA ALNIFOLIA SUMMERSWEET QUARTS 5' O.C. PLANT IN GROUPS OF 3 `^ u z
Q x 3
w O
O 0ae
O H
NURSERY SOURCES:
En O w
MELLOW MARSH FARM [phone]
N
H c Id:
CURE NURSERY [phone] w
CA a .,
v� o >
w
w a
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POND PLANTINGS `
0
SCALE: 1' = 20' \ 0
/ o
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/ w w
/ = Q M
a �
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i \
6/30/I5
� 0 DRAWN BY
Gj
T.GRISSINGER
\v\,DESIGNED BY
J. CHANDLER
'� / / O / • CHECKED BY
660
J.CHANDLER
SCALE
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OUTLET STRUCTURE
a
645 �/ j , W
SHALLOW LAND (HIGH MARSH)
PLANTING AREA - 5' WIDE (1,585 SF) --���lb
(ELEV. 642.5 - 643.0) SEE POND PLANT LIST
�/� - o
SHALLOW WATER (LOW MARSH) �----- � _--- j � _ _
PLANTING AREA - 5' WIDE (1,436 SF)
(ELEV. 642.0 - 642.5) SEE POND PLANT LIST \� g47
6 64--- �Xxx /�// (� O
w
SEEDED OR SPRIGGED
_ W
SIDE SLOPES 6 5
PERMANENT POOL
LEVEL (ELEV. 642.5) — ----
MQ
W
JOB NO.
36884
SHEET NO.
C6.02

HEAVY LIGHT
DUTY DUTY
NORMTYPE SF9.5A 3-IN 3-IN
SURFACE COURSE
AGGREGATE
BASE COURSE 8"IN 6-IN
""- -- COMPACTED
II -Ills SUBGRADE
NOTES:
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS
SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
(2006). PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE
BASE COURSE (CABC) STONE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 5, SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE
BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH
DIVISION 6, SECTION 600 OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES (2006). PROPER SUBGRADE COMPACTION,
ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE WITH
PROJECT PLANS AND SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE
OF THE CONSTRUCTED PAVEMENT.
2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF
PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO
ADDITIONAL COST. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING.
INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE
INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES
TO SUBGRADE, INSTALLED BASE COURSE ANDIOR INTERMEDIATE PAVING
PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO ADDITIONAL COST.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT
DURING ALL PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE
FREE OF ALL DEFECTS OR DAMAGE.
TYPICAL PAVEMENT SECTIONS
NOT TO SCALE
ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN
ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, NCSBC AND ADA SPECIFICATIONS
AND REQUIREMENTS.
EIT:
VANRESERVED ACCESSIBLEPARKING
® R7-813 VAN ACCESSIBLE
NOTE: MAXIMUM PENALTY
SHALL BE PER LATEST
FINE AMOUNT AS SPECIFIED
BY LOCAL AUTHORITIES.
R7-8A - - T
I� "VAN ACCESSIBLE"
L � SIGN
a SIGN R7-8 OR
BOTTOM OFSIGNS . R7-8A
R7-8 OR R7-7-8A
SIGN R7-8D
GALV. STL. POST
FINISHED GRADE
CONCRETE PAVING
I I� T DEEP CONC
I FOOTING
ACCESSIBLE PARKING SIGNAGE
ilLB
DOWNSPOUT CONNECTORS
Seals out problem Causing debris and pests.
Femco Flexible Downspout Connectors stretch easily aver most common
dQwnspouts and drain pipes to seal out problem causing debris and pests.
Installation is fast and simple
-
MODELS
* DSC-4}-a'(101minktiFar r. Pipe and 3'xtlra -2'5xhm)retianrJular
Dctxnspout
DSC-33-3' C76mm; Drain Pipe and 3`,76mm round or 2-112;+39-rmm
Square Downspout
I)SC-534 -4' 0 01 mm; Drain Pipe and S' x T rectangular Downspout
NOTES:
MODEL AND SIZE SHALL BE AS REQUIRED BASED ON DOWNSPOUT SIZE SPECIFIED BY
ARCHITECT, REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS.
DOWNSPOUT CONNECTOR
NOT TO SCALE
8' O.C. 1/4"
SLAB REINFORCING
6" CONCRETE PAVEMENT SLAB GROOVE JOINT W/ 1/8"
d /4 RADII & JOINT SEALER
io ° 8
PRESSURE a TYPICAL CONTROL JOINT
TREATED ° �' NTS GROOVE JOINT W/ 1/8"
2X4 REINFORCING SHALL 1/4"
PRESSURE `o NOT PASS THRU
: JOINT
TREATED AGGCOUREGATE
BASE dd4 f RADII &JOINT SEALER
ixa
6X6
II III
Ii
TT
II- - II
I I
NOTES CONCRETE FOOTINGS
1.) USE HOT DIPPED GALVANIZED RING 2,800 PSI @ 28 DAYS
SHANK NAILS TO FASTEN 1X4 VERTICALS UNDISTURBED OR COMPACTED SOIL
TO HORIZONTAL RAILS.
2.) PROVIDE 1 MAX. GAP BETWEEN
1 VERTICALS
3.) PROVIDE 2" GAP BETWEEN BOTTOM
OF 1X4 AND FINISH GRADE.
3.) ALL MATERIALS TO BE PRESSURE -
TREATED TO GROUND CONTACT QUALTIY.
OPAQUE WOODEN FENCE
JOINT SEALER
F MIN
SEE PLAN NOT TO SCALE
( )
1/8" MD.
SLOPE 1/4" PER FT.
1/8" RAD.
SURFACE OF PAVEMENT
I I
�IIII III II.I
III ,all-��� I� (l��
COMPACTED
PROPOSED C&G
SUBGRADE
PLAIN BUTT JOINT
SECTION VIEW
ASPHALT PAVEMENT
JOINT SEALER
5' MIN
a SURFACE OF GUTTER
(SEE PLAN)
1/8" RAD.
1/8" RAD.
s
SLOPE 1/4" PER FT. -
v e - -
Op p 4 o
4Q �.
4 �p
v C 4 p
I� lil
a
4 a ('
JOINT FILLER
T n- i.: ili 1i111
TRANSVERSE EXPANSION JOINT
COMPACTED
SECTION VIEW
SUBGRADE
GENERAL NOTES:
1. A GROOVE JOINT V DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT V INTERVALS UNLESS INDICATED
OTHERWISE. SEE SPECS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
2. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 59 INTERVALS.
3. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE TYPICAL CONCRETE SIDEWALK
SIDEWALK JOINS ANY RIGID STRUCTURE.
NOT TO SCALE
ROUND OFF TOP OF
CONCRETE FILL
5" O.D. SCHEDULE 40
STEEL PIPE
FILL WITH CONCRETE
COLOR: TO BE SELECTED
BY ARCHITECT.
ANCHOR PIPE IN
CONCRETE FOOTING
i(3000 PSI)
III III=11'� `•' II I_I-11
NOT TO SCALE 1 I==
i
COMPACTED ( ill
SUBGRADE
2•-6"
STEEL BOLLARD
NOT TO SCALE
A � /1/8"R
SURFACE OF 112" / JOINT SEALER
GUTTER
1/8" R. 1/8"R TT
z �6„
12" -1
I
A J
CONTRACTION JOINT
A 1/8"R
NOTES: MEDIAN CURB AND GUTTER SURFACE OF 1/2" JOINT SEALER
GUTTER
1. ALL CONCRETE SHALL BE 3,000 P.S.I. 1/8'R
2. CONTRACTION JOINTS SHALL BE SPACED AT IV INTERVALS, z g^
SPACING MAY BE INCREASED TO 15' IF MACHINE IS USED. 12"-�
3. CONTRACTION JOINTS SHALL BE INSTALLED BY THE USE OF JOINT FILLER
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. A -1
4. EXPANSION JOINTS SHALL BE SPACED AT 90' MAX INTERVALS, TRANSVERSE EXPANSION JOINT
AND ADJACENT TO ALL RIGID OBJECTS.
5. ALL JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER.
MEDIAN CURB AND GUTTER
NOT TO SCALE
{
HANDICAP RAMP DETAIL
NOT TO SCALE
VAR. SLOPE NOT
TO EXCEED 12:1
1/2" R
12"
8"
7 J
4" MIN. ABC SECTION A -A
24" CURB & GUTTER (ON SITE)
NOTES:
1. ALL CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS,
SPACING MAY BE INCREASED TO 15' IF MACHINE IS USED.
3. CONTRACTION JOINTS SHALL BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED.
4. EXPANSION JOINTS SHALL BE SPACED AT 99 MAX INTERVALS,
AND ADJACENT TO ALL RIGID OBJECTS.
5. ALL JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER.
SLOPEDOWN SIDEWALK DETAIL
NOTES:
15'-4"MIN
1.
WALKING SURFACES SHALL BE SLIP RESISTANT.
COLORS FOR THE RAMP SHALL BE DARK
61-0" 4'0" MIN V-0"
CHARCOAL GRAY FOR CONTRAST WITH LIGHT
BACK OF
PATHWAY COLORS AND LIGHT CONCRETE GRAY
SIDEWALK
FOR CONTRAST WITH DARK PATHWAY COLORS
AND SHALL BE AN INTEGRAL PART OF THE
TOP OF
/
CONSTRUCTION MATERIAL.
CURB
'
2.
NO SLOPE ON THE SIDEWALK ACCESS RAMP
SHALL EXCEED 1"/1' (12:1) IN RELATIONSHIP
GUTTER
LIP NOT TO
TO THE GRADE OF THE STREET.
LINE
EXCEED 1/4"
DERESSED CURB
3.
IN NO CASE SHALL THE WIDTH OF THE ACCESS
RAMP BE LESS THAN 40" (T-V) HOWEVER,
STANDARD CURB
STANDARD CURB
RAMP WIDTH MAY EXCEED 40".
SECTION B-B
4.
USE CLASS B (2,500-PSI) CONCRETE WITH
SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH,
NON-SKID TYPE SURFACE.
SIDEWALK
SLOPE 12:1 MAX DEPRESSED
CURB
5.
A 1/2" EXPANSION JOINT SHALL BE PLACED
SIDEWALK ACCESS RAMP
WHERE THE ACCESS RAMP JOINS THE CURB.
'
x -
REFER TO TYPICAL SIDEWALK DETAIL FOR
JOINT REQUIREMENTS.
EXPANSION J
JOINT STANDARD CURB
SECTION C-C TYPICAL ACCESSIBLE CURB RAMP
NOT TO SCALE
NOT TO SCALE
PARKING AREA RAMPS
1/8" R.
COMPACTED SUBGRADE
TYPICAL THICKENED EDGE
NTS
CONCRETE PAVEMENT DIMENSIONS
HEAVY
LIGHT
CONC SLAB THICKNESS, d = C
ABC THICKNESS, d B
REINFORCEMENT = 6
6"
6"
4"
4"
a
L- 5/8" DIN x 16" LG. SMOOTH SLIP DOWEL
BARS AT 18" O.C., GREASED BOTH SIDES.
TYPICAL CONSTRUCTION JOINT
NTS
1 /2"
1/8" RADII AND
.� JOINT SEALER
x6-W2 9xW2 9 JOINT FILLER
TYPICAL EXPANSION JOINT
NTS
NOTES:
1. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI (ASTM C39)
WITH ENTRAINED AIR BETWEEN 4% AND 6%.
2. CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.C.E.W. MAX. OR AS INDICATED ON THE PLAN.
3. EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E.W. MAX. OR AS INDICATED ON TE PLAN AND
WHERE CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT.
CONCRETE PAVEMENT
A 1/8"R
SURFACE OF 1/2" JOINT SEALER
GUTTER
I J., t
1/8"R T}
6"
12" 1
1^�
' A�
CONTRACTION JOINT
A � 1/8"R
SURFACE OF 1/2" JOINT SEALER
GUTTER
1l8"R
12"
JOINT FILLER
J
POST TOP 1"
GATE
PCL
OSTF7
(TY
ALLJO
WELDED R MAKE DROP BAR
L
WIDTH 1
(4) x POST WIDTH
NOT TO SCALE
c
SCORE FULL WIDTH
OF CURB AND GUTTER
PLAN
z'-o"
A FRONT
TRANSVERSE EXPANSION JOINT
STANDARD METHOD OF
ENDING CURB AND GUTTER
STANDARD CONCRETE CURB AND GUTTER
NOT TO SCALE
12'-0" FACE TO FACE GATE POST
2.875" OD
HINGE POST
CHAIN LINK
g•• r FABRIC
FULCRUM LATCH
W/ STRIKE STRAP
2" 150MMI
SO GATE FRAME
('TYP 4 SIDES)
TENSION BAR
P 4 SIDES)
TOP & BOTTOM
FABRIC
KNUCKLE
INTS 2 1/2„ BOLTS ON ALL FENCE SHALL BE CUT FLUSH
WITH NUT. NO SHARP PROTRUDING EDGES
A SOLID FRAME I MIN DEPTH BE ALLOWED IN DIRECTION OF CHILD PLAY
LJ AREA.
IN: 36" SEE SPECS FOR ADDITIONAL INFORMATION.
12'-0" GATE ELEVATION
POST TOP CHAIN LINK FABRIC,
ROUND END &
CORNER POST
RAIL TIE
1.66" (1 5/8') OD
BRACE RAIL
BOTTOM SELVAGE
KNUCKLED
HOG RING
TENSION
WIRE
TURNBUCKLE TENSION BAR ADJUSTABLE
TRUSS ROD
10'-0" MAX SPACING
� u
FENCE SECTION ELEVATION - ROUND END POSTS
CHAIN LINK FENCE AND GATE
NOT TO SCALE
LINE POST
LOOP CAP
1.66" (1 5/8") OD
TOP RAIL
LINE POST
(ROUND)
LINE POST TIE
MIN DEPTH
IN: 36"
LLJ\
-WIDTH
(4)x POST WIDTH
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DRAWN BY
T. GRISSINGER
•
DESIGNED BY
•
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•
CHECKED BY
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NTS
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JOB NO,
36884
SHEET NO.
C7.01

N
MIN. 10 GA.
LINE WIRES
100' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
74' STONE TO BE USED
25' OR WIDTH OF
EXISTING
(SURGE STONE OR RAILROAD
PROPOSED STREET,
ROADWAY
BALLAST)
WHICHEVER IS
GREATER.
PLAN
NEW CONSTRUCTION \
EXISTING ROADWAY \\\1
70' MIN. 30' MIN.
7/7
12" MIN.
6 MIN'7;` j \\\<\
FABRIC UNDER STONE
CROSS SECTION
NOTES:
1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL
MAINTAIN AS NECESSARY.
4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED.
6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
7. SEE SECTION 6.06 OF "NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL"
FOR ADDITIONAL INFORMATION REGARDING MATERIALS, CONSTRUCTION AND SPECIFICATIONS.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING
WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE
VARIABLE AS DIRECTED BY THE ENGINEER
NOT TO SCALE
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
STEEL POST
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
WOVEN WIRE 2.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
FABRIC
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
SILT FENCE FABRIC
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
o
F
FILL SLOPE
ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
-
_
DURING CLEANOUT.
N
4.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
GRADE
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
/
6" MIN. COVER
NOTES:
/
OVER SKIRT'
o
1. USE SILT FENCE ONLY WHEN DRAINAGE
N
`
ANCHOR SKIRT AS
AREA DOES NOT EXCEED 1/4 ACRE AND
j
DIRECTED BY ENGINEERNEVER IN AREAS OF CONCENTRATED FLOW.
2. SEE SECTION 6.62 OF "NCDENR EROSION
SIDE VIEW
AND SEDIMENT CONTROL PLANNING AND
FOR REPAIR OF SILT
DESIGN MANUAL" FOR ADDITIONAL INFORMATION
FENCE FAILURES, USE
REGARDING MATERIALS, CONSTRUCTION
No. 57 WASHED STONE.
AND SPECIFICATIONS.
= FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
STANDARD
TEMPORARY SILT FENCE
CATCH BASIN. NOT TO SCALE
NOTCH AND FOLD
FABRIC OVER
HORIZONTAL POST
12" #57 WASHED
STONE
in
STEEL POST
PiYHrI �: Vi41:t�y_1.1:1C#
CW Melk,YW1110i-11ti
SILT FENCE FABRIC
2
�1
-��-- CLASS'B' RIP RAP (TYP)
ELEVATION
NOTES:
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE
BARRIER.
SECTION 3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC.
MAINTENANCE
1. INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
REINFORCED SILT FENCE OUTLET
NOT TO SCALE
COMPACTED SOIL
2'
MIN.
I TPNAL
z
2
ro
A
FLOW
MAINTENANCE
B
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EACH RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE
IT.
1. REMOVE AND PROPERLY DISPOSE OF ALL
TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIALS.
2. ENSURE THAT THE MINIMUM CONSTRUCTED
CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT
LOWER AT ANY POINT THAN THE DESIGN ELEVATION
PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS
TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER
CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
LESS THAN 30 WORKING DAYS.
TEMPORARY DIVERSION BERM/DITCH
NOT TO SCALE
NOTE: ALL PARTIALLY COMPLETED STORM DRAINS
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE WITH THESE
DETAILS.
UPSTREAM END OF
STORM DRAIN
OVERFLOW
1/3 PIPE
DIAMETER
D D
BURY BOTTOM J 3/4" EXTERIOR J
OF PLYWOOD PLYWOOD
PIPE INLET PROTECTION (PLYWOOD)
NOT TO SCALE
MIN. 10 GA
LINE WIRES
IIIIII
IIIIII
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__
I'■L�.
v
•:•..
■I
aror
a�rr
rr��,
rfr<ar/
'III
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�I•� s d
S
d r �. w
Y r' r n•�."A'���\ �.r AsJ✓0d/d�fi'�����'4.:II
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
WIRES
h
GRADE
40"
STEEL POST 2" LETTERS(TYP)
WOVEN WIRE FABRIC TREE PROTECTION AREA
WARNING SIGN DO NOT ENTER
ORANGE UV RESISTANT
N
VHIGH -TENSILE STRENGTH ZONA DE PROTECSION
POLY BARRICADE FABRIC (TYP) PARR ARBOLES - NO ENTIRE
z
GRADE
N WARNING SIGN DETAIL
M
E.
6"MIN. COVER
OVER SKIRT'
ANCHOR SKIRT AS
DIRECTED BY ENGINEER'
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS
THAN ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
B. ADDITIONAL SIGNS MAY BE REQUIRED BY THE INSPECTION DEPARTMENT BASED ON
ACTUAL FIELD CONDITIONS.
9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
TREE PROTECTION FENCE
NOT TO SCALE
L
A
o� op 0 0o OcrB
p �O 0
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oo1
p ° 1)Oo C^p`?
O o o p 0,p0C)0p0
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PLAN
(OUTLETTO FLATAREA WITH NO WELL DEFINED CHANNEL)
° O0� o°° B
00 ° G F
000 o r, C Oo C
1 ILO°opC o00 ° CO
O ' o°
o °
0°0o°000 3
C oC00C, o C)
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TYPE STONE
MAINTENANCE
1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE
NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
METAL P
SECTION A -A (AMOCO2006
OR EQUIVALENT)
FILTER BLANKET GALVANIZED H
WIRE EXTEND:
TYPE STONE OF BOX
La ° c o SECTION B-B FILTER BLANKET
a O 0 p o ° o o �� C, 0t_1 AMOCO 2006
o� o �°o°°
,0 ° OR EQUIVALENT)
0o co 0
NOTES:
PLAN 1. TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE
(OUTLET TO WELL DEFINED CHANNEL) FLUSH WITH NATURAL GRADE OF THE RECEIVING CHANNEL.
2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION
IMMEDIATELY AFTER INSTALLATION.
3. SEE EROSION CONTROL PLAN FOR DIMENSIONS.
4. SEE SECTION 6.41 OF "NCDENR EROSION
AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL" FOR ADDITIONAL INFORMATION
REGARDING MATERIALS, CONSTRUCTION
MAINTENANCE AND SPECIFICATIONS.
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF Temporary Seeding
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, Recommendations for Late
r
OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL Winter and Early Spring
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. _ y P g
PERMANENT OUTLET PROTECTION
NOT TO SCALE
Well -Drained Sandy Loams to
Dry Sands, Coastal Plain and
Eastern Edge of Piedmont;
Low- to Medium -Care Lawns
Seeding mixture
Species' Rate
Centipedegrass 10-20 Iblacre (seed) or
33 bulacre(sprigs)
Seeding dates
Mar. - June
(Sprigging can be done through July where water is available for
irrigation.)
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 300 Iblacre
10-10-10 fertilizer.
Sprigging
Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast
by hand.
Furrows should be 4-6 inches deep and 2 feet apart. Place sprigs
about 2 feet apart in the row with one end at or above ground level',
(Figure 6.11d).
Broadcast at rates shown above, and press sprigs into the top 1/2-2
inches of sal with a disk set straight so that sprigs are not brought bade
toward the surface.
Mulch
Do not mulch.
Maintenance
Fertilize very sparingly-20 Iblacre nitrogen in spring with no
phosphorus. Cerltipedegrass cannot tolerate high pH or excess',
fertilizer.
'Refer to Appendix 8.02 for botanical names.
` PERMANENT SEEDING SCHEDULE FROM NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEE MANUAL FOR ADDITIONAL INFORMATION.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 31NCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW).
S. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY MATH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH IF SPECIFIED.
B. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
10. SEE SECTION 6.11 OF "NCDENR EROSION CONTROL PLANNING AND DESIGN
MANUAL" FOR ADDITIONAL INFORMATION REGARDING MATERIALS, CONSTRUCTION
AND SPECIFICATIONS.
"APPLY: AGRICULTURAL LIMESTONE -2 TONSIACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER- 1,000 LBS./ACRE-10-10-10
SUPERPHOSPHATE -500 LBS./ACRE-20%
IF SPECIFIED
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR -ASPHALT EMULSION @ 300 GALS./ACRE
PERMANENT SEEDING SCHEDULE
#57 WASHED
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont -Jan. 1 - May 1
Coastal Plain -Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4.000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species Rate (Iblacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont -May 1 -Aug. 15
Coastal Plain -Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. An
chor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Temporary Seeding
Recommendations for Fall
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1,000 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a_mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
Iblacre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
TEMPORARY INLET PROTECTION
NOT TO SCALE
Specifications
Complete grading before preparing seedbeds, and install all necessary erosion
control practices such as, dikes, waterways, and basins. Minimize steep slopes
because they make seedbed preparation difficult and increase the erosion
hazard. If soils become compacted during grading, loosen them to a depth of
6-8 inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed preparation is essential to successful plant establishment. A
good seedbed is well -pulverized, loose, and uniform. Where hydroseeding
methods are used, the surface may be left with a more irregular surface of
large clods and stones.
Liming --Apply lime accordingtosoil test recommendations. Ifthe pH (acidity)
of the soil is not_kno, an application of ground. agricultural limestone at the
wn
rate of 1 to 1 1/2 tons/acre on coarse -textured soils and 2-3 tons/acre on fine -
textured soils is usually sufficient. Apply limestone uniformly and incorporate
into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be
limed.
Fertilizer -Base application rates on soil tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,0001b/acre. Both fertilizer and lime
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is
used, do not mix seed and fertilizer more than 30 minutes before application.
Surface roughening --If recent tillage operations have resulted in a loose
surface, additional roughening may not be required, except to break up large
clods. If rainfall causes the surface to become sealed or crusted, loosen it
just prior to seeding by disking, raking, harrowing, or other suitable methods.
Groove or furrow slopes steeper than 3:1 on the contour before seeding
(Practice 6.03, Surface Roughening).
PLANT SELECTION
Select an appropriate species or species mixture from Table 6.10a for seeding
in late winter and early spring, Table 6.10b for summer, and Table 6.10c for
fall.
In the Mountains, December and January seedings have poor chances of
success. When it is necessary to plant at these times, use recommendations
for fall and a securely tacked mulch.
SEEDING
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder,
or hydroseeder. Use seeding rates given in Tables 6.10a-6.10c. Broadcast
seeding and hydroseeding are appropriate for steep slopes where equipment
cannot be driven. Hand broadcasting is not recommended because of the
difficulty in achieving a uniform distribution.
Small grains should be planted no more than I inch deep, and grasses and
legumes no more than 1/2 inch. Broadcast seed must be covered by raking.
or chain dragging, and then lightly firmed with a roller or cultipacker.
Hydroseeded mixtures should include a wood fiber (cellulose) mulch.
MULCHING
The use of an appropriate mulch will help ensure establishment under normal
conditions, and is essential to seeding success under harsh site conditions
(Practice 6.14, Mulching). Harsh site conditions include:
• seeding in fall for winter cover (wood fiber mulches are not considered
adequate for this use),
• slopes steeper than 3: 1,
• excessively hot or dry weather,
• adverse soils (shallow, rocky, or high in clay or sand), and
• areas receiving concentrated flow.
If the area to be mulched is subject to concentrated watertlow, as in channels,
anchor mulch with netting (Practice 6.14, Mulching),
Maintenance
Reseed and mulch areas where seedling emergence is poor, or where erosion
occurs, as soon as possible. Do not mow. Protect from traffic as much as
possible.
TEMPORARY SEEDING SCHEDULE FROM NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEE MANUAL FOR ADDITIONAL INFORMATION.
TEMPORARY SEEDING SCHEDULE
SEAL
02M
9-3-2015
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JOB NO.
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SHEET NO.
C7.02
I I,

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ClYwcum
TO�RET�Ppt m
COUNT
aUHTEI CAR(X3
STANDARD SKIMMER DETAIL
ECTIVE: 01 /31M
A
FILTER /
FABRIC
(AMOCO 2006 OR
EQUIVALENT)
FILTER
FABRIC
Qm
12" OF NCDOT #5 OR
#57 WASHED STONE
9"
CLASS"B"
EROSION
CONTROL
STONE
MT
TEMPORARY SEDIMENT BASIN NOTES:
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY.
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEGINING CLEARING OPERATIONS.
NOTES:
1. STONE CHECK DAM -STONE SHOULD BE
PLACED OVER THE CHANNEL BANKS TO
KEEP WATER FROM CUTTING AROUND
THE DAM.
2. SEE SECTION 6.83 OF "NCDENR EROSION
AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL" FOR ADDITIONAL INFORMATION
REGARDING MATERIALS, CONSTRUCTION
AND SPECIFICATIONS.
SECTION A -A
? 24"
g AT
MAINTENANCE
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVEN AND REPAIR IMMEDIATELY.
CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE
RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE
AND PAVED CHANNELS.)
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT
OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SECTION.
TEMPORARY STONE CHECK DAM
NOT TO SCALE
m
EFF'E:CTI[VE: 01/31
PLAN VIEW
FENCE AND FABRIC
BURIED INTRENCH
6"XG" TRENCH, LL
ACKFILLED ANDCOMPALTED
SECTION VIEW AT OPENrNG
NOTES:
1, BAFFLE MATMAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHM AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WRICH SHOULD BE READILY ACCESSIBLE FOR MAIN bNANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FRET IN LENGTH), PROVIDE
S BAFFLES POH DRAINAGE AREAS GREATER TITAN 10 ACRES.
4, BAFFLE SHALL BE 700 G1M2 COIR EROSION BLANKBT.
5, TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
5. INSPECT BAFFLES FOR AFFAIR ONM A WEEK AND AFTER EACH RAINFALL
.-:i._. _
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STANDARD' BAFFLES DETAIL
BASIN #
SKIMMER
ORIFICE
NUMBER
DAM
BOTTOM
MINIMUM
MINIMUM
SIZE
SIZE
OF
ELEVATION
ELEVATION
VOLUME
SURFACE AREA
(IN)
(IN)
SKIMMERS
(FT)
(FT)
(CF)
(SF)
A
2.0
2.0
1
640.00
635.00
12,600
8,270
MIN DSION
DIKE FD�N
ANCHOR TO
STAKES
18" CORRUGATED HOPE /�/V//` INLETS
SMOOTH INTERIOR �= /VA//V/�� SECTION
PIPE
8'x10'X22"
CLASS'B' STONE MAINTENANCE
INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER
EVERY RAINFALL, AND PROMPTLY MAKE NECESSARY REPAIRS.
X WHEN THE PROTECTED AREA HAS BEEN PERMANENTLY
STABILIZED, TEMPORARY MEASURES MAY BE REMOVED,
MATERIALS DISPOSED OF PROPERLY, AND ALL DISTURBED
AREAS STABILIZED APPROPRIATELY,
4"MIN TEMPORARY SLOPE DRAIN
LEVEL SECTI N NOT TO SCALE
NOTES
L THE FULL LENGTH OF THE SERVICE DITCH
BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMP.
CLEANOUT PLAN VIEW AT FITTINGS
BRANCH WYE INCREASER
LINE CAST IRON FERRULE WITH �\
❑ COUNTERSUNK, BRONZE PLUG
FINISHED GRADE
A%V/V'
//i//�%T: ���//
CLEANOUT SHALL BE LOCATED ON LINE SIZE CHANGES SHALL
BRANCH LINE, UPSTREAM OF FITTING.
OCCUR UPSTREAM OF FITTING
(SEE UTILITY PLAN FOR -
PIPE SIZES) CONC COLLAR
12"x12'SB" THK - - MAINLINE
4" CAST IRON PIPE
CLEANOUT IN PVMT j (ONE CONTINUOUS PIECE)
SHALL BE INSTALLLED
INSIDE A VALVE BOX
WITH SEWER OR STORM
COVER AS APPLICABLE.
MUST BE 2" BELOW GRADE
SEE UTILITY PLAN FOR
II i.'. _'I -Ili - MIN. GRADE 1 °k SIZE AND MATERIAL
STD VALVE BOX
BARREL OF PIPE TO REST ON
UNDISTURBED SOIL
COMBINATION LONG TURN
PATTERN Y AND 1/8" BEND
ASPHALT PAVEMENT INSTALLATION
STANDARD CLEANOUT
NOT TO SCALE
Y
r
RM
tw
SECTION THRU WEIR
INLET $BALL X PROTECTED ANTE-ftAATAT I
(AS NEEDED) FROM FROSRIN DEVICE
VITH RIPRAP, TARP, MATTINGAMIII
OR EQUIVALENT.
Goss slWcnoro SSMTER PAD
Cw OUTLET RIP RAP
NOTES`
1) BASIN 94OU D BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASSI IS HALF -FULL
2) IRE TARE USED 70 PROTECT THE VIEIR SHALL BE 1TE M)IR SPECIFIM THE LENOIR OF THE TARP SHALL BE ACCORDING
70 AVAILABLE SUPPLY. E MUL.TIPLE TARPS ARE TO BE USED, THEN TARPS SHALL DE OVERLAPPED AT LEAST 12", THE
UPSTIIE:AM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 ML. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U,V. RESISTANCE.
3) PROVIDE A M#6MUM OF THREE POROUS SAFRES M EMILY DISIRBUM FLOW ACROSS THE BASH, REDUCING TURBULENCE.
4) BARU MATERIAL MUST BE SECURED AT TH[ BOrrOI AND SOB USING STAPLES OR BY WENWNG AS FOR A SILT FENCE.
5) MOST OF THE SED NT M . ACOUNULATE N THE FIRST DAY, SO THIS 94OULD BE READILY AVAILABLE FOR MAINTENANCE
6) DURUM THE CONSTRUCBON PHASE OF THE PROJECT. PERMANENT ST014 IER Po9:R SHALL ONLY DEW IM FROM THE TOP OF PEE.
7) POW SHALT. NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY DPMOMM04TAL. ENGINEER.
©tIiVT
AUNT
IM
ECTIVEI OI33I=
STANDARD SKIMMER ATTACHED TO PERMANENT RISER
w
i
1
CONSTRUCTION SPECIFICATIONS
1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILLAT LOCATIONS
AND ELEVATIONS SHOWN ON THE PLAN.
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET.
3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO
EXCEED 6NCHES.
4. ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM DIMENSIONS
OF 1.5 FEET DEPTH, 4 FEET TOP WIDTH, AND 3:1 SIDE SLOPES.
5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.
6. ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED. SECURELY FASTEN THE EXPOSED
SECTION OF THE DRAIN WITH GROMMETS OR STAKES SPACED NO MORE THAT 10 FEET
APART.
7. EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE
OUTLET FROM EROSION.
8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAT 1 FEET ABOVE THE TOP OF
THE PIPE AT EVERY POINT.
9. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION.
WYE STRAINER
FLANGE ADAPTOR
COUPLING
EXISTING END OF
LINE VALVE
LENGTH
�AAj/AAj/AAj/AAA
AS REQUIRE C
EXISTING
WATER LINE
BACKFLOW DEVICE
A
4"
6-3"
6„
9,
8"
1 V-2"
CONNECTOR LINE
DOUBLE CHECK VALVE
GATE VALVE
EXISTING
WATER MAIN
SLEEVE -LONG
PATTERN TAPPED
PLUG
EXISTING _ 5't I L
VALVE NEW WATER MAIN
NOTES:
1. INSTALL CONNECTOR LINE FROM EXISTING BLOW OFF ASSEMBLY TO NEW
MAIN FOR FILLING, TESTING AND STERILIZING NEW MAIN.
2. CONNECTOR LINE TO BE ASSEMBLED WITH CHECK VALVE AND TO BE
OPERATED INDEPENDENT OF EXISTING MAIN.
3. BLOCKING ON EXISTING LINE NOT TO BE DISTURBED.
4. FINAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOTAL
PROJECT IS ACCEPTED BY THE OWNER.
5. VALVES ON EXISTING SYSTEM TO BE OPERATED BY OWNER FORCES ONLY,
6. ONLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EXISTING SYSTEM
AND THE NEW CONSTRUCTION UNTIL TESTING AND DISINFECTION IS COMPLETE.
WSACC
WATER AND SEWER AUTHORITY
CHKD OF CABARRUS COUNTY
JUMPER CONNECTION
REVISION
NO.
DATE
BY
FILE NAME: W 13.0
DATE: 2108
REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTER
FLOW _ 12' MIN.
30" MAX.
-PLAIN END DIP
SECTION
900 MJ BASE BEND WITH
MECHANICAL RESTRAINT
NOTE: THIS VALVE WILL BE
CLOSED DURING
PRESSURE TEST.
90" F/F BEND WITH 3/4" TAP
FOR DISINFECTANT WATER
SUPPLY
GATE VALVE F/F (OPTIONAL)
NOTE: THIS VALVE WILL BE
DRAIN CLOSED DURING
PORT DISINFECTANT INJECTION
AND MUST BE OPEN DURING
PRESSURE TEST.
FLANGE ADAPTOR COUPLING
TAP FOR DISINFECTANT INJECTION
AND PRESSURE TEST
PLAIN -END DIP SECTION OR PE/PE
REDUCER
BRACING AS REQUIRED Cl
A ROMAC 501 COUPLING OR
EQUAL
VA/iAxx
WATER MAIN SIZE
B
6"
17"
8"
19„
12"
22"
16"
26"
24"
32"
WATER MAIN
SIZE
MIN. BACKFLOW
DEVICE SIZE
MIN. END OF LINE
BLOWOFF
6" OR 8"
2"
2„
12"
4"
2.5
16"
6„
4"
24"
1 8"
6"
WSACC
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
BACKFLOW PREVENTOR
BY-PASS CONNECTION FOR
FILLING NEW WATER MAINS
REVISION
NO.
DATE
BY
CHKD
FILE NAME: W2,0
DATE: 8/06
9-3-2015
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� 6130115
O
} DRAWN BY
T. GRISSINGER
DESIGNED BY
J.CHANDLER
CHECKED BY
l.CHANDLER
SCALE
NTS
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JOB NO.
36884
SHEET NO.
C7.03

Alf
9
NOTE',
t. USE PR0TER.9ION RING IN. SHOULDER OF ROAD.
SA mvw
SSEWER S VAIN
DUCILE IRON
RATER MAN
WHEN THE WWM kWN 15 ARM THE SANITARY SEAM UK TART WRN LESS TWW ie
y1 ARAN s, OR. WHEN THE tSANITA1W SEWER MAN F5 AOM T -E WATER TARN, LAM THE
WATER MAN AND THE SANFMARY SEVEN WAN $HALL BE CONSTRUCTED OF DUCTILE IRON
PPE WITH JOWLS EXINA.ENT TO WATER MAN $TANDARD$ "A NRRBNN LATERAL
DISTANCE MEASURED AT RIGHT ANGLES TO THE SEWER" OF 10 FEET ON EACH SIDE OF
THE CROSSW
WSACC WATERRE rII AIMS OF
WATER AM SLAM AM HOM SANITARY SEWER MAINS
PAT DAIS CI4tD OF GRIEMAIRS EAfAIIY FILE NAME: WRO
GENERAL NOTES:
Y 1. CLASS "B" CONCRETE TO BE USED THROUGHOUT.
3" 1'-9.1 114. 3" 2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR,
X X 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTER,
lD
AS DIRECTED BY THE DESIGNER.
(10)-3/8" DIA. 3. TWO 2" PIPE WEEP HOLES TO BE PLACED AS
WELDED STUD DIRECTED BY ARCHITECT.
ANCHORS 8" LG. 4. FORMS ARE TO BE USED FOR THE CONSTRUCTION
(4"+4" ANCHORS OF THE BOTTOM SLAB.
PIGGYBACK =8") 5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB
OF BOX, ADD TO BASE AS SHOWN ON N.C.D.O.T.
STANDARD 840.00.
Y \_ HOLEEP 6. A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF
PLAN PLAN NO. 78M STONE CONTAINED IN A BAG OF POROUS
FABRIC SHALL BE PLACED AT EACH WEEP HOLE.
W/GRATE & FRAME REMOVED SHOWING POSITION OF BOLTS 7. ALL DROP INLETS OVER T-6" IN DEPTH TO BE
FRAME &GRATE PROVIDED WITH STEPS V-2" ON CENTERS.
3/8"DIA.x 8"LG. STEPS SHALL BE IN ACCORDANCE WITH N.C.D.O.T.
/ N.C.D.O.T. STANDARD
840.16 WELDED PIGGYBACK STANDARD 840.66.
/ 8. ALL INLETS TO BE MARKED WITH FISH LOGO AND
W-O -0 3'" STUD ANCHORS
"DUMP NO WASTE DRAINS TO STREAM" OR
�� �� EQUIVALENT ON HOOD BY CAPITAL FOUNDRY, U.S.
3" I— —1 3" 3" f— �I 3" FOUNDRY, EAST JORDAN IRONWORKS OR APPROVED
6" A 6" 6" B 6" EQUAL.
:O _ G
lD #4 BAR
I ih fV
J—
SEE NOTE #2 DOWEL zo 6
SECTION-XX SECTION-YY DOWEL
DIMENSIONS FOR CHANNELS
NO.
SIZE
LENGTH
TOTAL
LIN. FT.
DIMENSIONS AND QUANTITIES FOR DROP INLET
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
BOX
TOTAL
QUANTITIES
BOX &
COVER
DEDUCTIONS
FOR ONE PIPE
CU. YDS.
E SPAN
WIDTH
EIGHT
rIN
D
A
B
H
FLOOR &
COPING
WALL /
FT. H
C.M.
R.C.
CU. YDS.
MIN. H
T-O"
2'-0"
2'-8"
0.262
0.222
0.855
0.015
0.024
T-O"
0.929
0.023
0.036
18"
T-5"
1.021
0.033
0.049
24"
4'-0"
1.151
0.059
0.085
30"
3'-0"
2'-0"
4'-3"
0.262
0.222
1.207
0.092
0.127
V-7 5/8"
V-7 5/8"
1 15/32" C
O
D o D
0
o
IV �
0
1 15/32.1 1 1/2"
C
1 5/8" 1/2"
1 5/8"
1'4 1/2"
V4 1/2"
PLAN OF GRATING
CASTIRON
V-7 5/8"
/
PLAN OF FRAME
CASTIRON
1/8" 1/8"
T-3 3/4"
1/8" 1/8"
3/4" T-2" 3/4"
2 1/8"
SECTION -AA
1/8" 118"
1 2'-3 1/2" 1
-
2-21
3/4" 3/4"
V-7 5/8" --y T-3 1/4" _ 'v
tV N
2 1/
2'-1 3/4"
T 1 3/16"
1" DEPRESSION 2" T-6"
SECTION-DD SECTION -CC SECTION -BB
STANDARD CONCRETE DROP INLET
NOT TO SCALE
THRUST
BLOCK
AREA
90° BEND
�I.IR II
v w
r
a-
N07E1
WHEN A WRTER MAIN OR SANITARY SEWER UK GROSSES WER OR UNDER A MOM
$EWER AND CONDITIONS PREAENT THE REVAREO le NM VERHCAL SEPAAATWN• THE
VATEY4 MAN ON SANITARY SEWER MAIN SHALL BE QONSTRgUETFF OF GLFCTEE MON PPE
WITH �RNNTS E)DQNNLENr TO INFER LMIM STANDA41D$ FOR A MINIM,WA DLSMCE OF 10
STET ON EWH SIDE OF THE POW OF {`*MFir;
WSACC AINSELATION AND SOF
AN TARYTER SLWE
WATETN AM 1EWEN AMTNUKN PAINS TO STORM SEWERS
DIRE tR tHRD OF ob4m *01A41Y
• FILE Kan 'A"I•Q R
� e
e ee
V
45° BEND
TEE INTERSECTION
O �
#57 ;TONE
GRAVEL TO '
6" ABOVE %�/,�
WEEP HOLE
1 eQ cQ
801b BAG OF
CONCRETF
STONE PAD
n
NOTES:
1. CONCRETE SHALL BE 2500 PSI.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS.
3. TRENCHES SHALL CONFORM TO STANDARD TRENCH DETAIL.
4. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE
THRUST BLOCKING.
STANDARD THRUST BLOCKING
AS PE tUIRED BY
MANUFACTURER OF
FIRE HvDRANT
HYDRANT TEF
GATE VALVE —
RESTRAIN WITH
ROMAC GRIPRING
OR MEGA -LUG
RESTRAINT SYSTEM
--- WSACC
WATER AND SEWER AUT=IORITI
VISION OF CABARRUS COUNTY
NO, DATE BY CNKD
NOT TO SCALE
HYDRANT SETTING
• 1
/
�� ■■' 1 m� ■■ i
1 t .
•
TRANS" SLAB
NOTEt
1.LONRLE RKEW AND COW SE IONS SHALL
CONFOWM TO ASTM C-4704 LKIEST REdMN.
I.1wimmON NNQ$ SHNL MR A MNNUM
CLEWAWTE OF ir-e AWWE THE EFFWENT
f WERT EQEWOX"
f X A MP UUNOLE $HALL WE WESjIO1REO OHM
1 ON. le ENEFN W ENMT WHEN THE
INLET RITE IMENT LIES MINN THE LONER
J H JU OF THE BURET FF L SEE FIGURE
1 FOR STANDARD WYNHQLF_
I4, FLE49U "TEM14 M $TNTWK RU9IIER
J 11 SL WITH SIANLESS WEEL <ILAW. NOW
17 DOLT AWO NUTS OR OWAN W.EM OR 'A•
LO t OOWHEGTION $HALL BE RMNISHEO TR
EAW RFE TO 94"LP ORMECrNK
S. Sff #FEKF74+Inm FOR "HOLE DIAMETER.
$BALL NOT DCfm 12;
STANDARPRECAST
WSACC t oNCRETE MANHOLE
WEN EN AM SEWER AUDIORRY
fWOE LIT tHE6 OF 00~ okwrf
H6'. FILE MAMA SB.D CAM
REACTION BEARING AREAS FOR
HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET)
�4i cj �? �-1
�O� QJ5 -,G 5Q 0Q OQQ-09` PS��9 QQGyo: ,�. moo: JQ' OF �
g OQ 5 QO QP po 5 ti� G 0P O O 5?0000 5P ao°� OJ 00� ?O„o
6^
111/4'
1108
1
1
1
1
1
1
2
1
221n-
2207
1
2
2
1
1
1
3
1
R.
11 1/4'
4433
2
3
3
1
1
2
5
1
221n•
&M
3
5
69
45'
17.312
5
9
11
3
3
5
18
2
W.
31
B
16
19
4
4
8
3
PLUG
19
6
12
14
3
3
6
23
3
16"
111/4'
7881
2
4
5
1
1
2
8
1
221n'
15691
4
8
10
2
2
4
16
2
45•
30779
8
16
19
4
4
8
31
4
90'
58 W1
15
29
35
8
8
15
57
6
PLUG
40,213
10
21
25
1 5
5
10
41
5
NOTES:
REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A
VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO THE
USE 6"-90" BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR
HEAVY-DUTY, ASTM A48, CLASS 30
STANDARD STEPS CAST IRON RING AND GRATED COVER
16" ON CENTER WITH SLOTS OF 1-1/4" MAX WIDTH AND A
TOTAL OPEN AREA OF 150-SQ.IN. MIN.
TOP DESIGNED
FOR HS-20 LOADING
MAY BE FLAT OR
ECCENTRIC CONE
UP TO 20'
SEE NOTES
5"
O
6"
BRICK AND MIN. 8"THICK#57
MORTAR INVERT STONE BEDDING
FLAT TOP DETAIL
PREFORMED PLASTIC GASKET JOINTS
BUILDING
WALL —
FLANGE
CAP
12" MIN.
CLEAR
N UTILITY PIT ELEV.
O
U --
_z a
a MINIMUM (2) 3/4" ROD
FOOTINGS` - p WITH BITUMINOUS COATING.
a ° PROVIDE VERTICAL Y
BENDS AS NECESSARY
TO INSTALL WATER
LINE UNDER FOOTING °
z
\1 i
cO 90° BEND
NOTES
1. PRECAST CONCRETE MANHOLES SHALL MEET THE
REQUIREMENTS OF ASTM C478.
2. MANHOLE JOINTS SHALL BE PREFORMED PLASTIC
GASKET PER FED. SPECIFICATION SS-S-00210.
3. TRANSITION REDUCING SLABS MAY BE USED TO
ENABLE USE OF A 4-FT DIA ECCENTRIC
CONE SECTION.
4. MANHOLES SHALL BE OF THE FOLLOWING MIN.
INSIDE DIAMETERS:
PIPE STYLE
MH DIA
36" OR LESS
5 FT
42"-54"
6 FT
60" OR GREATER
AS INDICATED
STANDARD STORM DRAINAGE JUNCTION BOX
NOT TO SCALE
D.I. PIPE CONCRETE
° THRUST
BLOCKING
STANDARD FIRE SERVICE INSTALLATION AT BUILDING
NOT TO SCALE
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DRAWN BY
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•
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•
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JOB NO.
36884
SHEET NO.
C7.04
- -
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1 CIF#57 WASHED STONE m
i
M
YARD HYDRANT "SIMMONS MODEL #803"
#803 DELUXE FROST PROOF OR
APPROVED EQUAL
TOP OF SLAB
1.5" SDR 21 PVC
THREADED TO COMPRESSION
F""UI nr wnJD wMl
t N
12"
YARD HYDRANT (NON -FREEZE)
NOT TO SCALE
# of
Anchor
Anchor Length
Tank
Anchors
Thickness (in)
and Width (ft)
21,000 Gal Pump Tank
8
Stainless Steel Chain, Cat
or Rope with 30,000 lb
Breaking Strength (minimu
ANTI -FLOTATION ANCHOR DETAIL
NOT TO SCALE
otation Anchors
Reber Handles
al) - See Chart
24" DIA. ACCESS
RING & COVER
4'x4' ACCESS OPENING
W/HINGED, LOCKABLE,
ALUMINUM OR
STAINLESS STEEL LID (H-20 TRAFFIC RATED)
ZOELLER 661
O
SEWAGEPUMPS
(DUPLEX)
TOP VIEW
3" CHECK
VALVE
3" SCH
40 PVC
4" DR
18 PVC
GRAVIT
INFLOW
BOX - OLDCASTLE B1730 (WITH MOUSEHOLES)
TAIL, THIS SHEET
4'x4' ACCESS OPENING
W/HINGED, LOCKABLE,
ALUMINUM LID
(H-20 TRAFFIC RATED)
14,729 GALLON
EMERGENCYSTORAGE
(MIN.)
END VIEW
ALARM
LAG PUMP ENABLE
PUMP ENABLE
PUMP OFF
J36-
O
21,000 GALLON PUMP TANK
NOT TO SCALE
Manufactured By
Blackwelder Tank Service Inc.
121 Stanton Hill Road
Carthage NC 28327
Phone [phone] Fax [phone]
b/ackwe/der tank. com
Oldeastler Enclosure Solutions
Reader Door Detail
1:
r.
28'
52"
Aocsn Openhgs to
4' to;'
—01610 a
O
t/
w r�rW
ut1.t / Duvet
Side wet port to rocelw
State Approved
Rubber Boots r
fhr 8' Ptos r w rewirsif
as ropuwe
8-
1 10.5,
1-2424
t
Strorpht
1.5 in.
r/ 1.5 In
Chomrer
2- Row But
RubberbbSedant it ON
RYr swuwe Belle
II411 to aerYW w
n. W by beterr
A5'
1
Specifications
Liquid Capacity 21,000 Gallon
Gallons Per Inch 103 Avg.
Reinforcing Schedule: See Engineer Drawing
40 yds. of 4500 PSI Concrete w/ State approved Structural Fiber
Est. Weight Top/Bottom 44, 000 tbs. each / each Riser Section 16, 000 lbs.
d
x C f r t }
< e°�etd dry:l e.
r
r.xa :..
COVER:
Style:
Material:
Model:
Weight
Options:
Surface:
Coefficient of Friction:
Performance:
"ORDER WITH MOUSEHOLES DESIGNED TO ACCOMODATE
3 INCH SCH 40 PVC PIPE.
'Cover comes standard with permanent markings for manufacturer, lead rating, model size and manufacturing location.
Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options.
BODY:
Material:
Model:
Weight:
Wall Type:
Mouseholes:
Performance:
OPTIONS:
CHRISTY-
Carpets
Flush
Steel Checker Plate
20" x 33'
111 Ibs
Special Markings
Skid Resistant & Marked'
>0.6 ASTM 1028
H2O,AASHTO M309
Reinforced Concrete with
Steel Frame
24" x 37"
268 Ibs
Straight
0
H20, AASHTO M309
21,000 Gallon Pump Tankl
Nu/ti. Pieces
Traffic Rated
f68 wo
Per Site Approval
CHRISTY'
Conpete
/ MANHOLE RING AND COVER
FINISHED GRADE
AIR & VACUUM RELEASE VALVE
NOT TO SCALE
INSTALLATION GUIDE
Traffic box installation procedure for installation in concrete or pavement for full traffic application. This procedure is
consistent with Caltrans Standard Plan ES-86.
6" MIN
ALL AROUND 6" MIN. CONCRETE
ASPHALT PAVEMENT
OR CONCRETE COLLAR AROUND
BOX
.44
Traffic Utility Box
with Cover
6" MIN
ALL AROUND
Feld preparation
3" MIN.
ALL AROUND
• Prepare the excavation approximately 6" deeper than the
Steel Cho" Plate Covers:
overall height of the enclosure.
Flush Solid
• The length and width of the excavation should be determined
Flush with Reader Door
by adding 12" to the overall length and width of the box.
Bolt Down Locking Available
Galvanizing Available
Installation Recommendations
e Place at least 6" of compacted clean crushed rock,
coarse gravel, or angular stone material because of
drainage characteristics.
e The compacted material should be leveled so the top of the
box is flush to grade.
Backfilling
• Place select backfill into the excavation in 4" to 6" lifts and
Traffic Rated: Continuous
Roadway Traffic
Actual load rating is determined by the
box and cover combination.
Weights and dimensions may vary slightly
All information contained on this sheet is
current at the time of printing. Oldcastle
Precast, Inc. reserves the Not to
discontinue or update product information
without notim
compact.
e The final 6" to 8" of the excavation should be finished with concrete collar. This may be accomplished by providing a form around
the enclosure that would produce a six-inch minimum wide collar (fig 1).
Quick Specification
Traffic -rated underground enclosures are manufactured by Oldcastle Enclosure Solutions. The box shall be precast concrete with
a steel frame and cover with a 16,000 Ibis design load. Traffic -rated enclosures shall be used where the box and cover may be
exposed to vehicular traffic. The precast concrete mix shall exceed 4,500 PSI compressive strength. The concrete collar mix used
in the installation shall exceed a minimum of 3,000 PSI compressive strength. Please contact Oldcastle Enclosure Solutions for a
product cut sheet and possible applications.
Oldcastle Enclosure Solutions
UNIVERSAL SEWER AIR RELEASE
VALVE, CRISPIN MODEL USL20 WITH
BACKFLUSH OR APPROVED
EQUIVALENT (SUPPORTED PER
MANUFACTURER'S SPECIFICATIONS)
PRECAST CONCRETE MANHOLE
(4-FOOT INTERIOR DIAMETER)
2-INCH GATE VALVE CAPABLE OF
SUPPORTING WEIGHT OF UNIVERSAL
SEWER AIR RELEASE VALVE PLUS
WEIGHT OF FLUID WHEN FULL
FORCE MAIN (SUPPORT AS NEEDED
PER MANUFACTURER'S
SPECIFICATIONS)
DRILL 1-INCH HOLE THROUGH
MANHOLE BASE TO DRAIN TO GRAVEL
6-INCH THICK GRAVEL BASE
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DATE
6130115
DRAWN BY
T. GRISSINGER
DESIGNED BY
I.CHANDLER
CHECKED BY
1.CHANDLER
SCALE
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JOB NO.
36884
SHEET NO.
C7.05

JM,ag e f nilding essentials
or a better tomorrow -
BLUE BRUTE
SUBMITTAL AND DATA SHEET
PIPE SIZE
(IN)
AVERAGE O.D.
(IN)
NOM. I.D.
(IN)
MIN. T.
(IN)
MIN. E
(IN)
APPROX. D9
(IN)
APPROX. WEIGHT
(LBS/FT)
PRESSURE CLASS 165 psi (DR 25)
4
4.80
4.39
0.192
5.25
5.57
1.9
6
6.90
6.31
0.276
6.40
8.00
3.9
8
9.05
8.28
0.362
7.05
10.50
6.7
10
11.10
10.16
0.444
8.20
12.88
10.1
12
13.20
12.08
0.528
8.80
15.31
14.4
PRESSURE CLASS 235 psi (DR 18)*
6 6.90 6.09 0.383 6.40 8.43 5.3
8
9.05
7.98
0.503
7.05
11.06
9.2
10
11.10
9.79
0.617
8.20
13.57
13.9
12
13.20
11.65
0.733
8.80
16.13
19.7
PRESSURE CLASS 305 psi (DR 14)*
4
4.80
4.07
0.343
5.25
6.17
3.2
6
6.90
5.86
1]1
6.40
8.87
6.7
8
9.05
7.68
0,646
7.05
11.63
11.6
10
11.10
9.42
0.793
8.20
14.27
17.6
12
13.20
11.20
0.943
8.80
16.97
25.1
Consult JM Eagle'" for CSA and other listing availability prior to shipment.
Note: `FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14,
' Contact your JM eagleTM sales representative for location availability.
T O.D.
E
Assembly Mark
Product Standard:
ANSI/AWWA C900
Pipe Compound:
ASTM D1784 Cells Class 12454
Gasket:
ASTM F477
Integral Bell Joint:
ASTM D3139
Certifications:
ANSI/NSF Standard 61
UL Standard 1285
Pipe Length: 20 feet laying length
Installation:
AWWAC605
JM Eagle" Installation Guide
I.D.:
Inside Dameter
O.D.: Outside Diameter
T.:
Wall Thickness
Do
:Bell Outside Diameter
I.D.
E :
Distance between Assembly Mark to
the end of spigot.
JM EagleT^^ also manufactures this pipe in green for sewer /orce main applications
and purple, specifically for reclaimed water systems. This pipe is made to the same
requirements as our standard products. The only difference is that the pigment
used is green or purple. These products will not be marked with UL or NSF listing
marks. Additionally, the green pipe will be marked "Forced Sewer" and the purple
pipe will be marked: "Reclaimed Water... Do Not Drink."
RAIL SYSTEM DIMENSIONAL DATA
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© Copyright 2015 Zoeller" Co. All rights reserved.
502-778-2731 ( 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 www.zoeller.com
Your Peace of Mind is Our Top Priority, ZOELLE�P SECTION: 2.20.080
F2794M2794
Product information presented
0815
here reflects conditions at time Supersedes
of publication. Consult factory - '
regarding discrepancies or 0615
inconsistencies. Zoelferfamilyot Water solutions -
TECHNICAL DATA SHEET
SEWAGE WASTE SERIES
Models 611, 621, 631, 641, 651,nWubmersible Sewage Pumps
PRODUCT SPECIFICATIONS
*
Horse Power
1 (61U, 1-1/2 (621),2 (6311. 3 (641),
4;
5 (651), 7-1/2 (661)
Voltage
230, 200 - 575
.. Phase
1, 3 Ph
Hertz
60 Hz
RPM
1750
Type
Capacitor start capacitor run or 3 Ph
,
Insulation
Class F
A,'i
Amps
1.7-28.0
-Ei:-J
Operation
Nonautomatic
n's
Discharge Size
3" NPT (optional 3" or 4" flange available)
Solids Handling
2-112" (63 elm) spherical solids
'n) z
Cord Length
25' IS m) standard
i;f'p, _.
Cord Type
UL listed 3-wire cord
T
:;�--
Max. Head
65' (79.8 m)
Max. Flow Rate
600 GPM (2271 LPM)
of OFF.
Max. Operating Temp.
104a F (40o C)
MHE"1!
+.
Cooling
Oil filled
fig r
•T�'^.F
Motor Protection
Thermal sensors with automatic reset
Upper Bearing
Ball bearing
z Lower Bearing
Ball bearing
iu Mechanical Seals
ImpellerType
Tandem carbon and ceramic
Semi -open
Impeller
V Hardware
Ductile iron
Stainless steel
v Motor Shaft
Stainless steel
Gasket
Buna-N square ring seals
All Class 30 cast iron construction.
NOTE: See model comparison chart for specific details.
rbAaabCSR
smmN zzrers
©Copyright 2015 Zoellefi' Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-7961 ) www.zoeller.com
controlled system for pump control and system monitoring.
The IFS duplex control panel is designed to control two (alternating) 208,240 or480 VAC
three phase pumps in water and sewage installations. The alternating action equalizes
pump wear. In addition to the alternating pump control, this system provides override
Control should either pump fail.
The panel features an easy -to -use touch pad with display on the innerdoorfor programming
and system monitoring. The panel configuration can be easily converted in the field to
either a timed dose or demand dose.
The optional C-Level" sensor is a pressure transducer that senses the liquid level in
the tank and sends a signal to the IFS panel. Pump activation levels can be adjusted by
using the panel touch pad. C-Level' CL40 sensor operating range is 3-39.9 inches
(7.6-101.3 cm). C-Level' CL100 operating range is 3-99.5 inches (7.6-252.7 cm).
A. Level Status Indicators illuminate when floats or set points are activated.
Alarm will activate if a float operates out of sequence.
B. HOA (Hand -Off -Automatic) Buttons control pump mode with indication.
Hand mode defaults to Automatic when stop level or redundant off level is
reached.
C. Pump Run indicators will illuminate when pumps are called to run.
D. Lead/Lag Selector toggles pump operation (alternate 1-2 and 2-1).
E. LED Display shows system information including: level in inches or
centimeters (C-Level" only), mode, pumps elapsed time (hh:mm), events
(cycles), alarm counter, float error count, timed dose override counter (timed
dose only), and ON/OFF times (timed dose only).
F. NEXT Push Button toggles display.
G. UP and SET Push Buttons set pump ON/OFF times (timed dose only) and
activation levels (C-Level" only).
1. Enclosure base measures 16 X 14 X 6 inches (40.64 X 35.56 X 15.24 cm).
NEMA4X (ultraviolet stabilized thermoplastic with removable mounting feet
for outdoor or indoor use). Note: Options, voltage, and amp range selected
may change enclosure size and component layout.
2. Red Alarm Beacon provides 360* visual check of alarm condition.
3. Exterior Alarm Test/Normal/Silence Switch allows horn and light to be
tested and horn to be silenced in an alarm condition. Alarm automatically
resets once alarm condition is cleared.
4- Alarm Horn provides audio warning of alarm condition (83 to 85 decibel
rating).
S. Motor Protective Switches provide adjustable overload, branch circuit
protection and pump disconnect.
6. IEC Motor Contactors control pumps by switching electrical lines.
7. Multi -Tap Transformer (208/240/480 VAC primary) provides 120V control
alarm voltage or 600VAC primary transformer.
8. Float Connection Terminal Block
9. Control Power Indicator/Fuse indicator light illuminates if control power is
present in panel. Alarm activates if control fuse is blown.
10- Alarm Power Indicator/Fuse indicator light illuminates if alarm power is
present in panel.
11. Large Incoming Power Connection Terminal Block
12. Terminal Block Float Wiring Label
13. Ground Lugs
NOTE: Schematic/Wiring Diagram and Pump Specification Label are located
inside the panel on enclosure cover
SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS.
SEE PRICE BOOK FOR LIST PRICE.
c •AI IDS
mei
Model Shown IFS61WOO1X8AC
Reg. Can Pat. a TM Off
C-Level'" Sensor US Patent NO.8,336,385; 8,587,242; 8,65Q,949
AF Entire control system is UL Listed to
meet and/or exceed industry safety
standards
/ Dual safety certification for the United
States and Canada
AF Standard package includes three
20' SJE MilliAmpMaster" control
switches
AF Complete with step-by-step installation
instructions
Five-year limited warranty C@emus
Lam
s
Rh us�
PO Box 1708, Detroit Lakes, MN 56502
1-888-DIAL-SJE •1-218-847-1317
1-218-847-4617 Fax
email: [e-mail]
www.sjerhombus.com
TOTAL DYNAMIC
st
HEAD FLOW
PER
MINUTE
3( 1:ON
a 10I
s
1P°c
PUMP PERFORMANCE CURVE
MODELS 611/621/631/641/651/661 SMENEEMM MEN
REM
OWNS 0 MIME
NNONOWN0 OEM
o,ae59
o <so eou lm 1. zoo two
eLW PR M,Yn
All single phase unitsre require n
g P q e external starting capacitor and relay circuits.
Additional cord lengths are available in 35' t17 m) and 50' (151
0 CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician, Ali electrical and safety codes should be
followed including the most recent National Electrical Code (NEC) and the Occupational Safely and Health Act (OSHA).
© Copyright 2015 Zoellerrs' Co. All rights reserved.
502-778-2731 1 800-928-7867 ( 3649 Cane Run Road I Louisville, KY 40211-1961 1 www.zoeller.com
MODEL
611
621
631
641 (iPH)
F.
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59.5 n.
11.0.n
MODEL
641
651 (1 PH)
651
661
red
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5
1.3
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10
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465
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s _. � Mom. s s::a_t�'`"�
Seat Mode Volts.. Ph
.9s',-.,,4°" �,• -:� �,- �'�'.�
Amps' .. HP 'l Hz Lizs ' Kg �.
*E611
Double
Non
230
1
6.9
1
60
245
111
J611
Double
Non
200
3
4.8
1
60
245
171
F611
Double
Non
230
3
4.2
1
60
245
111
G611
Double
Non
460
3
2.1
i
60
245
111
aA671
Double
Non
575
3
7.7
i
60
245
711
*E621
Double
Non
230
1
8.9
1-1/2
60
245
tii
J621
Double
Non
200
3
5.9
1-1/2
60
245
111
F621
Double
Non
230
3
5.7
1-1/2
60
245
i11
G621
Double
Non
460
3
2.6
1-1/2
60
245
111
BA621
Double
Non
575
3
2.0
1-1/2
60
245
111
*E631
Double
Non
230
i
14.5
2
60
245
111
J631
Double
Non
200
3
7.8
2
60
245
111
F631
Double
Non
230
3
6.8
2
60
245
111
G631
Double
Non
480
3
3.4
2
60
245
111
BA631
Double
Non
575
3
2.7
2
60
245
111
*E641
Double
Non
230
i
170
3
60
245
117
J641
Double
Non
200
3
11.0
3
60
245
111
F641
Double
Non
230
3
9.6
3
60
245
111
G641
Double
Non
460
3
4.8
3
60
245
111
BA641
Double
Non
575
3
3.9
3
60
245
ill
*E651
Double
Non
230
1
28.0
5
60
245
111
J651
Double
Non
200
3
175
5
60
245
111
F651
Double
Non
230
3
15.2
5
60
245
111
G651
Double
Non
460
3
Z6
5
60
245
171
51
W
Double
Non
575
3
6.1
5
60
245
111
IFS6 1 W 8AC
I
MODEL IFS6
ALARM PACKAGE
1 =alarm package (includes tesUnormal/silenlce switch, fuse, red light, horn, 8 float)
ENCLOSURE RATING --�I
W =Weatherproof, NEMA 4X (engineered thermoplastic)
PUMP FULL LOAD AMPS
208/240/480V 600V
001 = 1.0-1.6 FLA 005 = 1 0-1 6 FLA
101 = 1.6-2.5 FLA 105 = 1 6-2.5 FLA
201 2.5-4.0 FLA 205 = 2.5-4.0 FLA
301 = 4.0-6.3 FLA 305 = 4.0-6.3 FLA
401 = 6.0-10.0 FLA 405 = 6.0-10.0 FLA
511 = 9.0-14.0 FLA 515 = 9.0-14.0 FLA
fill = 13.0-18.0 FLA 615 = 13.0-18.0 FLA
621 = 17.0-23.0 FLA 625=17.0-23.0 FLA
701 = 20.0-25.0 FLA 705 = 20.0-25.0 FLA
FLOAT SWITCH APPLICATION
H =pump down (select 17 option)
X = no floats
C = C-Level" sensor (must select 24 or 29 option)
select option 3E and/or 4A & 4D for high wate
r alarm and/or redundant off floats)
Note: Pump down applications only.
Industry practices suggest that a secondary device, such as a float switch, be used for redundant
activation o/the high level alarm and pump shut oH.
OPTIONS Lfsrerl tzelow
ENCLOSURE UPSIZE - If you selected one or more of the # *
0
CODE
OESCRIPTN)N
Q
3A
Alarm flasher
Q
3B
Manual alarm reset
Q
3E
High water alarm float (must select 17 option)
Available on/ when Switch Applications -
( y - C)
0
4A
Redundant off
(select option 4D if floats are required)
Q
4D
Redundant off float
(must select 4A option) (must select 17 option)
0
SA
Thermal cutouUheat sensor auto reset
*
(for pumps wlthennal switch leads)
5E
Seal failure circuit &red indicator (2 wire)
* 6A
Auxiliary alarm contacts, form C
8AC
Display board includes: ETM counter, events (cycles)
counter, alarm counter and IeadAag selector
switch.(Inciuded as standard)
O
10E
Lockable latch -NEMA 4X
10G
Lightning arrestor
(IL��yI
tOK
Anti -condensation heater
11C
NEMA 1 remote alarm panel
(must salad option 6A)
Q
11D
NEMA 4X remote alarm panel
(must select option 6A)
20
CODE DESCRIPTION
16A 10' cord in Lieu of 20' (per float}
166 15' cord in lieu of 20' (per float)
16C 30' cord in lieu of 20' (per Float)
16D 40' cord in lieu of 20' (per Float)
17C Sensor Float®/ internal) weighted r float)
Y � (pe
17D Sensor Float- /externally weighted A (per Float)
17G SJE MilliAmpMaster'"/ pipe clamp 0 (per float)
17H SJE MilliAmpMastei externally weighted 0 (per float)
17J Sensor Float41' /pipe clamp A (per float)
79F Fourth float to separate alarm function from lag
24E C-Level " CL40 sensor with 4' vent tube & 20' cord
24F C-Level'" CL40 sensor with 4' vent tube & 40' cord
24G C-Level" CL40 sensor with 8' vent tube & 20' cord
24H C-Level " CL40 sensor with 8' vent tube 8 40' cord
24X No C-Level" CL40 sensor
29A C-Level" C000 sensor w/10' vent tube & 20' cord
296 C-Lever" CU 00 sensor w/10' vent tube & 40' cord
29X No C-Level" CL100 sensor
Mechanically -activated ♦ Mercury -activated
T
MODEL IFS 6 1 W 001
8AC l0E 17G
Model Type
Alarm Package
Enclosure Rating
Pump Full Load Amps
Switch Application
Options: Display, Lockable Latch,
SJE MilliAmpMaster"ipipe clamp
NOTE: CUSTOM CONTROL PANEL REQUIRED.
-MUST PROVIDE ALL FUNCTIONS OF SJE RHOMBUS IFS '.
THREE PHASE DUPLEX CONTROL PANEL, PLUS CONTROL
APARTMENT COMPLEX POTABLE WATER SUPPLY
SOLENOID VALVE USED TO SHUT OFF WATER SUPPLY IN
EVENT OF SEWER PUMP STATION FAILURE, AS SIGNALED
BY ACTIVATION OF ALARM FLOAT.
NOTE: EXAMPLE CONTROL PANEL ONLY. CUSTOM
CONTROL PANEL REQUIRED FOR THIS PROJECT.
9-24-2015
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}
DRAWN BY0
T. GRISSINGER
DESIGNED BY
).CHANDLERLU
CHECKED BY
].CHANDLER
SCALE
NTS
JOB NO.
36884
SHEET NO.
C7.06

Installer Friendly Series®
SS)E-Rhombus® Type IFS
Installation Instructions and Operation/Troubleshooting Manual
This control panel must be installed and serviced by a licensed
electrician in accordance with the National Electric Code NFPA-70, state
and local electrical codes.
All conduit running from the sump or tank to the control panel must be
sealed with conduit sealant to prevent moisture or gases from entering the panel.
NEMA 4X enclosures are for indoor or outdoor use, primarily to provide a
degree of protection against corrosion, windblown dust and rain, splashing water
and hose -directed water. Cable connectors must be liquid -tight in NEMA 4X
enclosures.
This Installer Friendly Series" (IFS) control panel was designed to control
pump(s). The controller records pump status, number of cycles, elapsed run
time, current float status, and float error counts.
Mounting the Control Panel
Note: The control panel should not be mounted in a location that may be subject
to submersion.
1. Determine mounting location for panel. If distance exceeds the length of
either the float cables or the pump power cables, splicing will be required.
Warranty void if panel is modified. For outdoor orwet installation, we recommend the use of an SJE-Rhombus'
liquid -tight junction box with liquid -tight connectors to make required con -
Call factory with servicing questions: nections. You must use conduit sealant to prevent moisture or gases
1-8 0 0 -RHOMBUS from entering the panel.
(1-800-746-6287) 2. Mount control panel with mounting devices furnished.
3. Determine conduit entrance locations on control panel. Check local codes
and schematic for the number of power circuits required. (Float cables
require separate conduit from power and pump cables.)
Manufactured by: Note: Be sure the proper power supply voltage, amperage, and phase meet the
requirements of the pump motor(s) being installed. If in doubt, see the pump
identification plate for voltage/phase requirements.
S4. Drill proper size holes for type of connectors being used.
Rh ��� Note: If using conduit, be sure that it is of adequate size to pull the pump cable(s)
through.
22650 County Highway 6 AW P.O. Box 1708 5. Attach cable connectors and/or conduit connectors to control panel.
Detroit Lakes, Minnesota 56502 USA FOR INSTALLATION REQUIRING
1-888-DIAL-SJE (1-888-342-5753) A SPLICE, FOLLOW STEPS 6-10;
Phone: [phone] / Fax: [phone] FOR INSTALLATION WITHOUT A
E-mail: [e-mail] SPLICE, GO TO STEP ff.
Website: www.sjerhombus.com
6. Determine location for mounting junction box according to local code
requirements. Do not mount the junction box inside the sump or basin.
ME -Rhombus
Printed in USA
1022888D • Rev 12114 7. Mount junction box to proper support.
8. Run conduit to junction box. Drill proper size holes for the type of conduit
used.
Setting pump OFF times
►
Press "E"T button. The display will flash OFF and show
the OFF time in hh:mm:ss. Repeat the instructions in
Section A to set OFF times.
Press and hold 6button for 3 seconds until run 1 is
displayed.
Timer programming is complete
Program Pump Sequence
Program Pump sequence "Alt", "2-1" or "1-2" (duplex only)
With control power supplied to panel:
Press and hold ser button for 3 seconds until FP-ro-ql is
displayed.
Press "�T button until FA­LtEm­1 flashes with either
FELL I2-1 , or 1-2 flashing.
Press seT button to display ALtl r_2_T1 F,121.
Press button until desired sequence is achieved.
UP
Press and hold ser button for 3 seconds until run is
displayed.
Pump sequence programming is complete.
Float Controls
1. Check the floats during their entire range of operation.
Clean, adjust, replace and repair damaged floats.
2. Measure the float resistance to determine if the float is
operating property.
To measure float resistance:
a. Isolate the float by disconnecting one or both of the float
leads from the float terminals.
b. Place one ohmmeter lead on one of the float wires, and the
other ohmmeter lead on the other float wire.
c. Set the ohmmeter dial to read ohms and place on the R X
1 scale. With the float in the "off" position, the scale should
read infinity (high resistance), if not replace the float.
With the float in the "on" position, the scale should read close to
zero, if not replace the float. Readings may vary depending
on the accuracy of the measuring device.
Selecting Time Dose or Demand Dose
-Panels in the field
To set the panel to either Timed Dose or Demand Dose in
the field:
1. Turn the control/alarm power off to the control panel.
2. Turn the pump power off to the control panel.
3. Place a small screwdriver or pen into the slot in the
label on the inner door marked "DEMAND DOSE
TIMED DOSE".
/Move the dip switch (up) for demand dose
/Move the dip switch (down) for Timed dose
4. Turn the control/alarm power on to the control panel.
After the display goes blank press the "NEXT" switch.
/The display will show d-dose for demand dose.
/The display will show t-dose for timed dose.
WARNING: Changing the dip switch positions will
change the operation of the panel.
WARNING: If changing to timed dose, be sure to set
the off and on times.
5. Turn on the pump power after all the settings are
changed.
6. WARNING: Check the panel for correct operation
before leaving the site.
Fuse
To check the continuity of the fuse, pull the fuse out of the
fuse holder. With the ohmmeter on the R X 1 scale, measure
resistance. A reading of infinity (high resistance) indicates a
blown fuse that must be replaced with a fuse of the same type,
voltage, and amp rating.
Alarm Light
With power on, hold the test/normal/silence switch in the "test"
position. The alarm light should turn on. If not, replace the light
with that of the same type.
Alarm Horn
With power on, hold the test/normal/silence switch in the "test"
position. The alarm horn should turn on. if not, replace the horn
with that of the same type.
installation1
9. Identify and label each wire before pulling through conduit 1. Determine your normal operating level and desired float
into control panel and junction box. Make wire splice configuration, as illustrated in Figures 2-5.
connections at junction box.
2. Mount float switches at appropriate levels. Be sure that floats
10. Firmly tighten all fittings on junction box. have free range of motion without touching each other or
other equipment in the basin.
It. If a junction box is not required, pull cables through conduit
into control panel. 3. For mounting clamp installation: place the cord into the
clamp as shown in Figure 1. Locate the damp at the desired
12. Connect pump wires per wiring diagram or schematic activation level and secure the clamp to the discharge pipe
and float wires to the proper terminals as shown on the as shown in Figure 1.
schematic. NOTE: Do not install cord under hose clamp.
13. Connect pump, control, and alarm incoming power 4. Tighten the hose clamp using a screwdriver. Overtightening
conductors to proper position on terminals. See schematic may result in damage to the plastic clamp. Make sure the
for terminal connections. float cable is not allowed to touch the excess hose clamp
band during operation.
VERIFY CORRECT OPERATION OF CONTROL
PANEL AFTER INSTALLATION IS COMPLETE. NOTE: All hose clamp components are made of 18-8
stainless steel material. See your SJE-Rhombus® supplier
Installation Of Floats for replacements.
CAUTION: If control switch cables are not wired and mounted 5. If using an optional redundant off float, mount slightly below
in the correct order, the pump system will not function properly. the timer enable float.
Control switches need to run in separate conduit from pump
and power lines. 6. The alarm float can be positioned anywhere that the alarm
level is desired.
WARNING: Turn off all power before installing pump wires
in pump chamber. Failure to do so could result in serious
or fatal electrical shock. Figure 2 Figure 3
Figure 1 Simplex/Duplex Timed Dose Simplex Demand
f
MER GVERRIGE
01` b ) ?- MGH WATER RM ALAI
III HIGARUW Y,ER nentin .aTART .- lI .
nonnal m eror
3.5 inch (9 ern) operating { TA�ExexAeLE
tether length range REGUNGARTOFF goo FIGURE 1
Oprlma)
for mou ding
otamp detail
see FIGURE 1 A
for mounting
clamp tlelaJ
Figure 4 Figure 5
Duplex Demand 3 Float Duplex Demand 4 Float
- p
LAG
umAu1M1 V
A ARY
normal
operating 1 normal �� L
range smR Wamurg I,. siov
range
eee FIGURE 1 sea
for munting FIGURE 1
clamp detail- �l for munting
rl clamp delal ^)
NOTES:
SJE-RHOMBUS® warrants to the original consumer that this
product shall be free of manufacturing defects for five years after
the date of consumer purchase. During that time period and subject
to the conditions set forth below, SJE-RHOMBUS® will repair or
replace, for the original consumer, any component which proves
to be defective due to defective materials or workmanship of SJE-
RHOMBUS®.
ELECTRICAL WIRING AND SERVICING OF THIS PRODUCT
MUST BE PERFORMED BY LICENSED ELECTRICIAN.
THIS WARRANTY DOES NOT APPLY: (A) to damage due to
lightning or conditions beyond the control of SJE-RHOMBUS®; (B)
to defects or malfunctions resulting from failure to properly install,
operate or maintain the unit in accordance with printed instructions
provided; (C) to failures resulting from abuse, misuse, accident, or
negligence; (D) to units which are not installed in accordance with
applicable local codes, ordinances, or accepted trade practices,
and (E) to units repaired and/or modified without prior authorization
from SJE-RHOMBUS®.
Some states do not allow limitations on how long an implied warranty
lasts, so the above limitation may not apply to you. Some states do
not allow the exclusion or limitation of incidental or consequential
damages, so the above limitation or exclusion may not apply to you.
This warranty gives you specific legal rights, and you may also have
other rights which vary from state to state.
TO OBTAIN WARRANTY SERVICE: The consumer shall assume
all responsibility and expense for removal, reinstallation, and freight.
Any item to be repaired or replaced under this warranty must be
returned to SJE-RHOMBUS®, or such place as designated by
SJE-RHOMBUS®.
ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR
FITNESS ARE LIMITED TO THE DURATION OF THIS WRITTEN
WARRANTY. SJE-RHOMBUS® SHALL NOT, IN ANY MANNER,
BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL
DAMAGES AS A RESULT OF A BREACH OF THIS WRITTEN
WARRANTY OR ANY IMPLIED WARRANTY.
The Installer Friendly Series® (IFS) control panel uses float
Press NEXT button. The display will show=1count in
switches to continuously monitor and control the liquid level in
hh:mm.
the tank.
Hand Operation - The stop/redundant off float must be
Press (RE) button. The display will show CC 1 count.
raised to put panel in HAND operation. To override the stop/
►
Press "ExT button. The display will show AL1 Ctr count.
redundant off float, press and hold the HAND button. The pump
runs until the HAND button is released. The panel then returns
Cycle count for Duo Alarm 1 option for single phase models. OR
to the AUTO mode. If the stop/redundant off float is raised and
Cycle count for Pump 1 Fail for three phase models and single
the panel is placed in the HAND mode, and left in the HAND
phase models with overloads.
mode, the pump continues to run until the stop/redundant off
Press §NEXT button. The display will show Et 2 count
O
float lowers. The panel then returns to the AUTO mode.
(pump 2) in hh:mm. (duplex panels only)
Off Operation -The panel is in the OFF mode.
Press "ExT button. The display will show CC 2 count.
Auto Operation - in time dose (t-dose) mode, when the
(pump 2) (duplex panels only)
panel is in theAUTO mode, the timer controls pump ON and OFF
is In
Press O "ExT button. The display will show AL2Ctr count.
time as long as the low level float raised. demand (d-dose)
mode, the stop and start floats control the pump.
Cycle count for Duo Alarm 2 option for single phase models. OR
Cycle count for Pump 2 Fail for three phase models and single
Alarm Count - Shown on display as "AL-Ctr', counts the
phase models with overloads.
number of times the alarm is activated. Note: Alarm counter does
not include testing operations in the total count. High alarm, floats
Press MEZT button. The display will show AL-Ctr alarm
out of sequence & auxiliary alarm add to count.
count.
Green Control and Alarm Power Indicators -
Press("Ex) button. The display will show FFE-Ctl float
(mounted on interior circuit board) Illuminates when control
error count.
power and alarm power is present. if the control fuse needs
replacing, the panel sounds an alarm.
Press MEXT button. The display will show t0-Ct timer
O
override count. (timed dose mode only)
Display - Will turn off after one minute of non-use.
►
Press "ExT button, The display will flash On ,then the
Float Indicators - Illuminates if the float is raised. If the
ON time in hh:mm:ss. (timed dose mode only)
float is out of sequence, the panel goes into alarm mode and
"FE"
Press NEXT button. The display will flash OFF then the
display shows float error.
,
OFF time In hh:mm:ss. (timed dose mode only)
Timer Override Float- Overrides the OFF time and pump
will run for full dose ON time. (timed dose only, optional)
O►
Press "ExT button. The display will flash either t-On or
t-OFF then the time left in the ON or OFF cycle.
Float Error COunt - Shown on the display as "FE-Ct".
(timed dose mode only)
Counts the number of times floats are out of sequence.
Timer Override Count - Shown on the display as "tO-Ct".
Counts the number of times the timer override float is activated.
Program Timer On & Off Times
(timed dose only)
With control power supplied to panel:
Time left in "On" time Cycle - Shown on the display
Press and hold sET button for 3 seconds until Prog is dis-
as "t-On". Counts down the time left in the "On" cycle. (timed
dose only)
played.
Time left In "Off" time Cycle - Shown on the display
The display will flash Cm , then the time in hh:mm:ss.
as "t-OFF". Counts down the time left in the "Off' cycle. (timed
Setting pump ON (follow Section A)
dose only)
Auxiliary alarm COunt- Shown on the display as "AL1 Ctr
or "AL2Ctr".
Counts optional auxiliary alarm counts for single phase models.
Counts Pump 1 and Pump 2 fail counts for three phase models
and single phase models with overloads.
Viewing Panel Settings
With control power supplied to panel:
Press "FfT button. The display will show t-dOSE for timed
dose applications, or d-dOSE for demand applications.
NOTE: CUSTOM CONTROL PANEL REQUIRED.
- MUST PROVIDE ALL FUNCTIONS OF SJE RHOMBUS IFS
THREE PHASE DUPLEX CONTROL PANEL, PLUS CONTROL
APARTMENT COMPLEX POTABLE WATER SUPPLY
SOLENOID VALVE USED TO SHUT OFF WATER SUPPLY IN
EVENT OF SEWER PUMP STATION FAILURE, AS SIGNALED
BY ACTIVATION OF ALARM FLOAT.
NOTE: EXAMPLE CONTROL PANEL ONLY. CUSTOM
CONTROL PANEL REQUIRED FOR THIS PROJECT.
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DATE
6130115
DRAWN BY
T. GRISSINGER
DESIGNED BY
J.CHANDLER
CHECKED BY
J. CHANDLER
SCALE
NTS
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JOB NO.
36884
SHEET NO.
C7.07
1

WAL v�_
026460
X
INSTALL 4" PVC TEE WITH .I - .. • -
SCREW TYPE PLUG -
ONCE SKIMMER IS REMOVED '
AND POND NO LONGER OPERATES ,.
AS A TEMPORARY SEDIMENT BASIN
SKIMMER
DEWATERING
DEVICE
DIAMETER: 2-INCH
.FM
FLEXIBLE PIPE
3/4" HANDLE
CONNECT FLEXIBLE PIPE
TO POND DRAIN. GATE
VALVE SHALL REMAIN
OPEN. REMOVE SKIMMER
ONCE POND IS NO LONGER
UTILIZED AS TEMPORARY
SEDIMENT BASIN.
16" -1 —
X
3/4" HINGE
116 REBAR ENTRY
" ANGLE (TYP.)
.T 8 TYPICAL
3/4" D,
ALUMINUM PIN
TRASH RACK DETAIL
NTS
PRE -CAST BOX
u
15" RCP
OUTLET
BARREL
4
AS REQUIRED BY BOX
` MANUFACTURER
INSURE TOP OF STONE IS LEVEL
WITH THE TOP OF SHELF AND THE
PERMANENT POOL ELEVATION
SHELF WIDTH
5'
PERMANENT POOL ELEV: 642.50'
2.5 FOREBAY 1 STONE2.5 CK CLASS'B' 1
BOTTOM FOREBAY ELEV: 636-00' BOTTOM POND ELEV: 636.00'
POND SCHEDULE
SKIMMER
DEWATERING
DEVICE
DIAMETER: 2-INCH
BARREL OUTLET INVERT ELEV: 636.00'
BOTTOM POND ELEV: 636.00'
)CK BOLT 8 TYPICAL
COAT ALL STEEL SURFACES W/ FOX
INDUSTRIES FX-420 COAL TAR EPDXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX-240 COAL TAR EPDXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY.
IF PREPARED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
9-24-2015
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RIM ELEV: 649.00' RIM ELEV: 649.00'
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INSTALL 4" PVC TEE WITH - < "
EMBANKMENTS "< <
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SCREW TYPE PLUG —/ < ,..
ONCE SKIMMER IS REMOVED
PRE -CAST BOX
AND POND NO LONGER OPERATES ,: 4'
AS A TEMPORARY SEDIMENT BASIN
i
WATER QUALITY ORIFICE PvcPIPE
INVERT ELEV: 642.50'
DRILL (1) 1.5" HOLE IN CAP
AT BOTTOM OF PVC TEE
15" RCP
OUTLET
EMBANKMENT BARREL
—� 1.5' 1.5'
DIP DRAIN WITH GATE --
VALVE AND HAND WHEEL.
ANCHOR TO OUTLET STRUCTURE. SECTION Y-Y
VAVLE TO BE OPEN DURING
CONSTRUCTION.
DIAMETER: 4" M=M&A A L1l-\IT/ 11T1 rT �Ml 1^lIM
RE-BLASTED. INSTALL SLOPE PROTECTION MATTING
2.5
OUTLET STRUCTURE
SEE DETAIL THIS SHEET
10
BARREL OUTLET
INVERT ELEV: 636.00'
AS -BUILT SURVEY REQUIREMENTS
NOTE: CONTRACTOR SHALL PROVIDE AS -BUILT TOPOGRAPHIC
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR
CERTIFYING STORMWATER POND AREA DIMENSIONS,
ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL
EXTEND 20 FEET OUTSIDE LIMITS OF POND.
ON ALL SLOPES STEEPER THAN 6:1 \
TOP OF EMBANKMENT ELEV.• 650.00' AND FLOOR OF POND
- 100 YEAR WSE: 647.99'
10 YEAR WSE: 645.97'
2 YEAR WSE: 644.59'
1 YEAR WSE: 644.09' 3
NOTE
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
VEGETATION, ROCKS & OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE
PLACING FILL. PLACE FILL IN 6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95% OF
THE STANDARD PROCTOR DENSITY.
STORMWATER WET POND DETAIL
NOT TO SCALE
EMBANKMENT SECTION
SCALE: N.T.S.
OUTLET STRUCTURE NOTES: ' `
1. ALL STRUCTURES OVER T-6" IN DEPTH TO BE
PVC DRAIN WITH GATE
PROVIDED WITH STEPS 1'-2" ON CENTERS. STEPS
SECTION X-X VALVE AND HAND WHEEL.
SHALL BE IN ACCORDANCE WITH STANDARD 840.66.
ANCHOR TO OUTLET STRUCTURE.
2. CLASS "B" CONCRETE TO BE USED.
VAVLE TO BE OPEN DURING
CONSTRUCTION.
3. ALL MOTOR JOINTS ARE 1/2" t 1/8"
DIAMETER: 4"
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION
OF THE BOTTOM SLAB.
DAM WIDTH: 8'
VJ . rCONC.ANTI-SEEP
COLLAR (6" WIDE)
OUTLET BARREL: 62 LF 15" RCP CLASS 3 WITH LOCKING'O' RING JOINT
5'
1
INSTALL SLOPE PROTECTION MATTING
ON ALL SLOPES STEEPER THAN 6:1
SEED & MULCH EMBANKMENT
>� SEE SEEDING SCHEDULE, SHEET C7.02
2-FT DEEP CUT OFF TRENCH.
EXCAVATE TRENCH ALONG CENTERLINE
OF EMBANKMENT AND EXTEND INTO BOTH
ABUTMENTS TO AT LEAST THE ELEVATION
OF THE RISER CREST.
FES OUTLET INV.
ELEV.: 630.000'
�I
GEOTECHNICAL CERTIFICATION NOTE:
ASBUILT CERTIFICATION OF THE EMBANKMENT COMPACTION, ANTI -SEEP COLLARS,
CUT OFF TRENCH, ETC. WILL BE REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY
BY THE GEOTECHNICAL ENGINEER.
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DATE
6130115
DRAWN BY
T. GRISSINGER
DESIGNED BY
J.CHANDLER
CHECKED BY
J. CHANDLER
SCALE
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JOB NO.
36884
SHEET NO.
C7.00