SW4190901_All Civil Plans_9/30/2019

CONSTRUCTION EGRESS NOTES:
1. CONSTRUCTION EGRESS SHALL BE 25 MINIMUM WIDTH AND 30 MINIMUM LENGTH AND 6 MIN THICKNESS OF
STONE (1.5-3.5) COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. REFER TO THE CITY OR STATE FOR
ANYADDITIONAL REQUIREMENTS.
2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO
PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1.5-3.5 INCH STONE AS
CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE USED TO TRAP SEDIMENT. ALL
MATERIALS SPILLED DROPPED WASHED OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS OR INTO
STORM DRAINS MUST BE REMOVED IMMEDIATELY.
3. WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT TRAP OR SEDIMENT BASIN LOCATED PER THE CITY OR STATE REQUIREMENTS.
GENERAL NOTES:
A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
B. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. FIELD VERIFY
EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID
AND BEGINNING CONSTRUCTION.
C. FIELD VERIFYSANITARYSEWEP, SERVICE CONNECTION INVERT PRIOR TO
ESTABLISHING FINAL FINISH FLOOR ELEVATION.
D. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
SITE EXCAVATION REQUIREMENTS:
1. A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS SITE. REFER TO PROJECT MANUAL. FOLLOW
GEOTECHNICAL ANALYSIS RECOMMENDATION FOR SITE EXCAVATION.
2. REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION REQUIREMENTS.
PIPES NOTES:
1. PIPE MATERIALS SHALL BE IN ACCORDANCE WITH AND AS APPROVED BY THE CITY OR APPLICABLE AUTHORITY.
REINFORCED CONCRETE PIPE (RCP), AND HIGH DENSITY POLYETHYLENE (HDPE). MAYBE USED AS ALLOWED BY
LOCAL GUIDELINES.
2. ALL PIPE IS TO BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS AND MEET COVER REQUIREMENTS PER
THE MANUFACTURER.
EROSION CONTROL &MAINTENANCE PLAN NOTES:
1. RETAIN FLOA TABLE WINDBLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF -SITE
FACILITIES. CHECK ADJACENT AREAS DAILY AND PICKUP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE.
2. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE
PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL VEGETATION HAVING A
UNIFORM COVERAGE DENSITY OFAT LEAST 70%. STABILIZATION OFALL DISTURBED AREA IS REQUIRED BEFORE TERMINATING MAINTENANCEAND REMOVAL OF EROSION
CO
NTROL MEASURES.
3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 112 INCH OR GREATER.
DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED
FAILURE OFA CONTROL MEASURE REQUIRES INSTALLATION OFA MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE.
4. INSTALLATION OFADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OR STATE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO BEGINNING ANY
WORK ON PROJECT SITE.
5. CARE SHALL BE TAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL
IMPERVIOUS MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.
6. REFER TO 1/C1.4 FOR SILT FENCE CONSTRUCTION.
7. ALL GRASS SLOPES WHICH EXCEED 3A (H:V) SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF REINFORCEMENT MAT450 OR APPROVED EQUAL. MATS
SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.
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HANDICAP AREA TO BE ADA COMPLIANT SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION IN THIS AREA.
2
C1.1
HANDICAP PARKING DETAIL
SCALE: 1" = 10'
STAGES OF CONSTRUCTION:
1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE ALL EXISTING UTILITIES AND
VERIFYANY POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY
CONSTRUCTION. CONTACT OWNER WITHANYCONFLICTS. MONTH 1
2. INSTALLATION OF CONSTRUCTION ENTRANCE. MONTH 1
3. INSTALLATION OF EROSION CONTROL FENCE. MONTH 1
4. DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1
5. REMOVAL OF EXISTING PAVEMENT ON THE SITE. MONTH 1
6. INSTALLATION OFALL STORM WATER DRAINAGE IMPROVEMENTS. MONTH 1
7. ROUGH GRADING. MONTH 1 & MONTH 2
8. CONSTRUCTION OF NEW SITE IMPROVEMENTS. MONTH 2
9. FINAL GRADING. MONTH 3
10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD. MONTH 3
11. REMOVAL OF EROSION CONTROL FENCE. MONTH 3
FLOOD ZONE:
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAPS (FIRM), COMMUNITY PANEL
NO.3710672800J, EFFECTIVE DATE: MARCH 16, 2009. ENTIRE SUBJECT PROPERTY LIES WITHIN ZONEX, AREAS DETERMINED TO
BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
STORM WATER RUNOFF SUMMARY:
TOTAL PROPERTYAREA = 1.29 ACRES;
TOTAL DISTURBED AREA = 1.25 ACRES > 1.0 ACRES THEREFORE A N01 IS REQUIRED.
THIS PROJECT IS PART OFA LARGER DEVELOPMENT. THE STORMWATER SYTEM SERVES THE O'REILLYAUTO PARTS LOT AND FAMILY
DOLLAR LOT TO THE SOUTH.
REFER TO STORMWATER REPORT FOR STORMWATER MANAGEMENT.
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N N HORIZONTAL SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
KEY NOTES:
9 INSTALL EROSION CONTROL FENCE.
REFER TO DETAIL 1/C1.4
CZ INSTALL CONSTRUCTION EGRESS.
9
REFER TO NOTES AND 3/C1.4
INSTALL 4'X4' AREA INLET.
9RIM = 868.1'
9 INV = 865.0'
REFER TO DETAIL 2/C1.3
C4 INSTALL 124 LF OF 18" O PIPE.
REFER TO PIPE NOTES.
INSTALL 5'X5' JUNCTION BOX SOLID LID.
9RIM = 864.4'
INV = 857.0'
REFER TO DETAIL 4/C1.3
C6 INSTALL 18 LF OF 18" O PIPE.
REFER TO PIPE NOTES.
C7 INSTALL TRENCH DRAIN.
RIM EAST=864.0' RIM WEST=862.5'
INV=860.5'
REFER TO DETAIL 7/C1.3
C8 INSTALL 38 LF OF 18" O PIPE.
REFER TO PIPE NOTES.
INSTALL RIP RAP PAD PER DETAIL 5/C1.4
Ci9 MINIMUM 4 FT WIDE AT PIPE OUTLET, 10 FT WIDE AT END
MINIMUM 15 FT LONG
INSTALL 5'X5' AREA INLET.
RIM = 864.5'
C10 INV (EAST)=857.5'
REFER TO DETAIL 5/C1.3
C11 INSTALL 98 LF OF STEM WALL.
REFER TO STRUCTURAL PLANS.
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INSTALL 3 FT CURB CUT
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52
WELCOME
V/C/N/TY MAP
N.T.S
INSTALL DIVERSION WALL INSIDE STROM TRAP SYSTEM.
0
WEIR=859.2'
INV = 854.2'
REFER TO DETAIL 6/C1.3
INSTALL STORMTRAP SYSTEM PER SHOP
0
DRAWINGS PROVIDED ON SHEET C1.8 AND C1.9
CONTACT STORMTRAP MANUFACTURER FOR
FINAL DESIGN AND PIPE CONNECTIONS
INSTALL STORMTRAP SAND FILTER PER SHOP
0 DRAWINGS PROVIDED ON SHEET C1.10, C1.11, C1.12
CONTACT STORMTRAP MANUFACTURER FOR FINAL
DESIGN AND PIPE CONNECTIONS
SAND MEDIA TO BE A MINIMUM OF 24 INCHES DEEP
AND MEET ASTM C33 OR EQUIVALENT
0INSTALL 2 LF OF 24" O PIPE.
0 REFER TO PIPE NOTES.
CONNECT TO STORMTRAP SEDIMENTATION
BASIN SIDE OF SAND FILTER
OINSTALL 70 LF OF 18" 0 PIPE.
C21 REFER TO PIPE NOTES.
CONNECT TO STORMTRAP SEDIMENTATION
BASIN SIDE OF SAND FILTER
INSTALL 4'X4' AREA INLET.
C2 RIM = 869.0'
INV = 857.5'
REFER TO DETAIL 2/C1.3
INSTALL 2 LF OF 24" 0 PIPE.
C23 REFER TO PIPE NOTES.
CONNECT TO STORMTRAP SEDIMENTATION
BASIN SIDE OF SAND FILTER
C13 INSTALL 33 LF OF 24" O PIPE.
INV (EAST) = 854.2'
REFER TO PIPE NOTES.
INSTALL DETENTION OUTLET WALL INSIDE STROM TRAP SYSTEM.
c C14 WEIR=860.3'
/ INV = 854.2'
REFER TO DETAIL 3/C1.3
INSTALL 4'X4' AREA INLET.
ORIM = 868.1'
C15 INV = 865.1'
REFER TO DETAIL 2/C1.3
OINSTALL 130 LF OF 18" O PIPE.
C16 REFER TO PIPE NOTES.
SPECIAL NOTE:
CONTRACTOR SHALL FIELD VERIFY PROPOSED GRADES
MATCH EXISTING PAVEMENT AT DRIVEWAY ENTRANCES.
CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY
OCCURS.
NOTE: PRIOR TO BEGINNING ANY SITE WORK & ORDERING OF
MATERIALS, CONTRACTOR SHALL FIELD VERIFYALL UTILITY&
DRAINAGE CONNECTIONS TO EXISTING SYSTEMS BY POT
HOLING AND SHALL NOTIFY ENGINEER OF NEEDED CHANGES:
FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR BEING
RESPONSIBLE FOR ALL REVISION COSTS AND DELAYS.
SPECIAL NOTE:
FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO
ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE
UTILITIES PLAN.
Know what's below.
Call before you dig.
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SYMBOLS LEGEND
REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL.
----868----
EXISTING GRADE LINES
NEW SPOT ELEVATIONS
LIST ABBREVIATION
GRADE NONE
$6$
PROPOSED NEW GRADE LINES
SIDEWALK SW
TOP OF WALL TW
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TOP OF CURB TC
TOP OF PAVEMENT PVT
NEW BUILDING
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NEW GRADE GD
CONSTRUCTION
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EXISTING GRADE EGD
NEW SIGN LOCATION
EXISTING PAVEMENT EPVT
EXISTING SIDEWALK ESW
FLOW LINE FL
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NEW CONCRETE PAVING BLOCK
TOP OF BERM TOP
BENCHMARK:
1. CITYISTATE BOLT ON FIRE HYDRANT LOCATED
TEMPORARY EROSION CONTROL
AT THE INTERSECTION OF FIRST STREET &
FENCE
WELCOME-ARCADIA ROAD.
ELEVATION = 877.62
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COI\I # 4177
DATE: 07-26-19
REVISION
DATE:
CIA

MONITORING AND INSPECTION REQUIREMENTS:
• CONTRACTOR TO KEEP A RAIN GAUGE ON PROJECT SITE.
• DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50,
FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.
• CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LEAST ONCE A WEEKAND WITHIN 24
HOURS AFTER ANY STORM EVENT GREATER THAN A HALF -INCH (DURING A 24-HOUR PERIOD). CONTRACTOR TO TAKE
IMMEDIATE CORRECTION ACTION FOR ANY DEVICE FAILURE.
• CONTRACTOR TO INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES THE SITEAND EVALUATE THE EFFECT ON
NEARBY STREAMS OR WETLANDS. CONTACT ENGINEER WITH ANY DISCREPANCIES FROM PLAN.
• CONTRACTOR TO TAKE CORRECTIVE ACTION IF SEDIMENT IS DEPOSITED OFF -SITE OR INTO A STREAM OR WETLAND, OR
CAUSES A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY WATERBODY.
• CONTRACTOR TO KEEP RECORDS OF ALL INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
Cron -Section 12" min. of NCDDT #5 �m _,j
or #571Na hed stone ------- ----------------- ----
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Figure 6.Wa Plan view and cross -spec ion viewof a temporary sediment trap.
2 SEDIMENT TRAP OUTLET DETAIL
C 1.2 I SCALE: NTS
SEDIMENT TRAP \
OVERhOW PER \ \ \ 1 \ 1 \ \ \ \ \
DETA 2/C1.'�.��
RI RAP TO XTE D g E
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\ \ \ \ ON\/.1DE ST\ORMWATER \
oz \ CQNTRZ5L DURING
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PIPE FROM NEIGHBOR TO BE
MAINTAINED AND ALLOWED TOE "
/ \ '86+ \ — _ — — — — - DISCHARGE TO TEMPORARY-
! SEDIMENT TRAP UNTIL—
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\ STORMWATER STRUCTURES 11�
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1 1 N ITIA
C1.2j SCALE: I" = 20'
12-Digit HUC (Subwatershed)
12-Digit Name:
Reedy Creek
12-Digit Code:
030401011502
10-Digit Name:
Reedy Creek -Yadkin River
10-Digit Code.
0304010115
8-Digit Cade:
03040101
River Basin:
Yadkin Pee Dee
12-Digit Area (ae):
14,080.00
NON-COMPLIANCE AND FINES:
t'KUJtt.1 J I NA 1 VIULA I t 0 l UKIVIVVA 1 t_K t t:KIVII I (.UIVUI I IUIV0 AIVU/UK NAVt
UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. CIVIL
PENALTIES OF UP TO $25,000 PER DAY FOR EACH VIOLATION MAY BE
ASSESSED.
SPECIAL NOTE:
ALL SEEDING, MULCHING, FERTILIZING AND SODDING
SHALL CONFORM TO CHAPTER 6 OF THE NC EROSION
HANDBOOK
MAINTENANCE CONTACT:
JASON BAYLESS - DIRECTOR OF FACILITIES
EROSION KEY NOTES: 417-829-5710
E 1 INSTALL EROSION CONTROL FENCE PER DETAIL 2/C1.2
E7 INSTALL CONCRETE WASH OUT PER DETAIL 4/C1.4
EZ INSTALL CONSTRUCTION ENTRANCE PER NOTE
E8 INSTALL 625 SQ FT OF TURF MATTING
E3 INSTALL DROP INLET SEDIMENT FILTER AROUND INLET REFER TO DETAIL 6/C1.4
SEE DETAIL 2/CIA
E4 INSTALL RIP RAP PAD PER NOTES
MINIMUM 4 FT WIDE AT PIPE OUTLET, 10 FT WIDE AT END
MINIMUM 15 FT LONG
TEMPORARY/ PERMANAT SEEDING AND FERTILIZING
E5 TO OCCUR. FOLLOW GUIDELINES PER CHAPTER 6 SECTION II
OF THE NC EROSION MANUAL AND SHEET C1.6
E6 TEMPORARY SEDIMENT TRAP OUTLET PER DETAIL 2/C1.2
Wjl�L COYE 'BEET, oti
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- ��h I E5 $ 61 867 68�- — — _ _ 1 6 870
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FT. = 7, 734 // I \ ET
FLOOR LEV ION: 869.00'(F.F.E. ON \ 1
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L SEDIMENT AND EROSION CONTROL PLAN
HORIZONTAL SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
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WELCOME
VICINITY MAP
N.T.S
TEMPORARY SEDIMENT
TRAP CALCULATIONS:
DRAINAGE AREA = 1.19 ACRES
VOLUME:
NEW DISTURBED AREA = 1.25 ACRES
REQUIRED VOLUME = (1,800 FT3/ACRE)*1.25 ACRES = 2,250 CUBIC FEET
VOLUME PROVIDED = 7,538
VOLUME IS MET IN POND AT ELEVATION=850.25'
SURFACE AREA:
O'REILLY
Q25 = CIA = (0.30)*(7.5 IN/HR)*(1.25 ACRES) =2.813 CFS
FAMILY DOLLAR
Q25 = CIA = (0.74)*(7.5 IN/HR)*(1.33 ACRES) =7.38 CFS
SURFACE AREA REQUIRED = (325 FT2/CFS)*10.19 CFS = 3,311 FT
SURFACEAREA PROVIDED AT 851.00 =3,325 FT
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OPERATIONS AND MAINTENANCE REQUIREMENTS:
CONTRACTOR MUST PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF
STORMWATER CONTROLS. THE CONTRACTOR MUST TAKE CORRECTIVE ACTION IF EROSION AND SEDIMENT CONTROL MEASURES
ARE NOT OPERATING PROPERLY. OPERATION AND MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO:
• REGULARLY CLEANING OUT SEDIMENTATION BASINS.
• STABILIZING ERODED BANKS, CHANNELS OR SPILLWAY STRUCTURES.
• REPAIRING/CLEARING OUT INLETS AND OUTLETS.
• REPAIRING AND MAINTAINING STORM DRAINAGE INLET AND OUTLET PROTECTION.
• REPAIRING PIPING, SEEPAGE, AND MECHANICAL DAMAGE.
• REPAIRING SILT FENCE DAMAGE.
REPORTING REQUIREMENTS:
SELF -INSPECTIONS REQUIRED BY NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION
ACTIVITIES NCG010000 ARE AN OPPORTUNITY TO IDENTIFY IMPACTS TO NEARBY WATERS.
IF THE CONTRACTOR OBSERVES SEDIMENT THAT HAS BEEN DEPOSITED IN A STREAM OR WETLAND,
THEY MUST NOTIFY THE DEMLR REGIONAL OFFICE WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE
WITHIN FIVE DAYS.
NPDES STABILIZATION PLAN GENERAL NOTES:
• THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000;
• THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000
ONLY;
• THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000;
• THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE APPROVED
PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
SPECIAL NOTE:
CONTRACTOR SHALL FIELD VERIFY PROPOSED GRADES
MATCH EXISTING PAVEMENT AT DRIVEWAY ENTRANCES.
CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY
OCCURS.
NOTE: PRIOR TO BEGINNING ANY SITE WORK & ORDERING OF
MATERIALS, CONTRACTOR SHALL FIELD VERIFY ALL UTILITY &
DRAINAGE CONNECTIONS TO EXISTING SYSTEMS BY POT
HOLING AND SHALL NOTIFY ENGINEER OF NEEDED CHANGES:
FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR BEING
RESPONSIBLE FOR ALL REVISION COSTS AND DELAYS.
Iw what's below. SPECIAL NOTE:
FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO
Call before you dig ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE
UTILITIES PLAN.
SYMBOLS LEGEND
REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL.
----868----
EXISTING GRADE LINES
NEW SPOT ELEVATIONS
LIST ABBREVIATION
GRADE NONE
868
PROPOSED NEW GRADE LINES
SIDEWALK SW
TOP OF WALL TW
O
TOP OF CURB TC
TOP OF PAVEMENT PVT
NEW BUILDING
�cb'
NEWGRADE GD
CONSTRUCTION
4b
CONCRETE CONIC
x
EXISTING TOP OF CURB ETC
EXISTING GRADE EGD
NEW SIGN LOCATION
EXISTING PAVEMENT EPVT
EXISTING SIDEWALK ESW
FLOW LINE FL
O
NEW CONCRETE PAVING BLOCK
TOP OF BERM TOP
BENCHMARK:
TEMPORARY EROSION CONTROL
1. CITY/STATE BOLT ON FIRE HYDRANT LOCATED
AT THE INTERSECTION OF FIRST STREET &
_
FENCE
WELCOME-ARCADIA ROAD.
ELEVATION = 877.62
< <
SURFACE FLOW ARROW
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COMM # 4177
DATE: 07-26-19
REVISION
DATE:
C1.2

KEY NOTES:
9 INSTALL EROSION CONTROL FENCE.
REFER TO DETAIL 1/C1.4
9
INSTALL CONSTRUCTION EGRESS.
REFER TO NOTES AND 3/C1.4
INSTALL 4'X4' AREA INLET.
9RIM = 868.1'
9 INV = 865.0'
REFER TO DETAIL 2/C1.3
C4 INSTALL 124 LF OF 18" O PIPE.
REFER TO PIPE NOTES.
INSTALL 5'X5' JUNCTION BOX SOLID LID.
ORIM = 864.4'
CJ INV = 857.0'
REFER TO DETAIL 4/C1.3
9INSTALL 18 LF OF 18" O PIPE.
REFER TO PIPE NOTES.
C7 INSTALL TRENCH DRAIN.
RIM EAST=864.0' RIM WEST=862.5'
INV=860.5'
REFER TO DETAIL 7/C1.3
9 INSTALL 38 LF OF 18" O PIPE.
REFER TO PIPE NOTES.
9 INSTALL RIP RAP PAD PER DETAIL 5/C1.4
MINIMUM 4 FT WIDE AT PIPE OUTLET, 10 FT WIDE AT END
MINIMUM 15 FT LONG
INSTALL 5'X5' AREA INLET.
RIM = 864.5'
0 C1iJ INV (EAST)=857.5'
REFER TO DETAIL 5/C1.3
C11 INSTALL 98 LF OF STEM WALL.
REFER TO STRUCTURAL PLANS.
C1 INSTALL 3 FT CURB CUT
INSTALL DIVERSION WALL INSIDE STROM TRAP SYSTEM.
0
WEIR=859.2'
INV = 854.2'
REFER TO DETAIL 6/C1.3
INSTALL STORMTRAP SYSTEM PER SHOP
0
DRAWINGS PROVIDED ON SHEET C1.8 AND C1.9
CONTACT STORMTRAP MANUFACTURER FOR
FINAL DESIGN AND PIPE CONNECTIONS
INSTALL STORMTRAP SAND FILTER PER SHOP
0 DRAWINGS PROVIDED ON SHEET C1.10, C1.11, C1.12
CONTACT STORMTRAP MANUFACTURER FOR FINAL
DESIGN AND PIPE CONNECTIONS
SAND MEDIA TO BE A MINIMUM OF 24 INCHES DEEP
AND MEET ASTM C33 OR EQUIVALENT
INSTALL 2 LF OF 24" 0 PIPE.
9 9REFER TO PIPE NOTES.
CONNECT TO STORMTRAP SEDIMENTATION
BASIN SIDE OF SAND FILTER
INSTALL 70 LF OF 18" 0 PIPE.
9 9REFER TO PIPE NOTES.
CONNECT TO STORMTRAP SEDIMENTATION
BASIN SIDE OF SAND FILTER
INSTALL 4'X4' AREA INLET.
CZ RIM = 869.0'
INV = 857.5'
REFER TO DETAIL 2/C1.3
INSTALL 2 LF OF 24" 0 PIPE.
CZ3 REFER TO PIPE NOTES.
CONNECT TO STORMTRAP SEDIMENTATION
BASIN SIDE OF SAND FILTER
24" PIPE
410
0 0INSTALL 33 LF OF 24" O PIPE.
INV (EAST) = 854.2'
REFER TO PIPE NOTES.
INSTALL DETENTION OUTLET WALL INSIDE STROM TRAP SYSTEM.
9 WEIR=860.3'
INV = 854.2'
REFER TO DETAIL 3/C1.3
INSTALL 4'X4' AREA INLET.
0 C1 RIM = 868.1'
INV = 865.1'
REFER TO DETAIL 2/C1.3
OINSTALL 130 LF OF 18" 0 PIPE.
C16 REFER TO PIPE NOTES.
NEENAH R-4859C (2.4 SQ. FT OPEN
AREA
MIN.) INLET GRATE WITH
NEENAH R-4899 ANGLE FRAME
VARIES
9
MIN
6".
I• 36"
A
4'x4' CONCRETE
INLET WITH CUSTOM
TOP LID. ALL
` CONCRETE TO BE
° MIN 4,000 PSI AT
.' 28 DAYS. ALL STEEL
48„ TO BE fy = 60,000 PSI.
owl
NOTES: END VIEW
1. INLET CAN BE SUBSTITUTED WITH ROUND EQUIVALENTS.
M W X W AREA INLET
[C 1 ■31 SCALE: NOT TO SCALE
PVC CAP INSTALLED ON END OF
PERFORATED UNDERDRAIN
1.5" HOLE IN CAP TO DRAIN SAND
FILTER 0854.2'
INSTALL 6" THICK WEIR WALL W/ #4'S
0 6" E.W. DOWEL WEIR WALL INTO
EXTERIOR WALL OF STORMTRAP
SYSTEM 0860.3'
4-INCH PERFORATED UNDERDRAIN
PER TOR TO P P
PLAN VIEW S M A LANS
_ - - - a ORIFICES
or
24" PIPE (0♦ o M
INSTALL 6" THICK WEIR WALL W/ #4'S
3 0 6" E.W. DOWEL WEIR WALL INTO
EXTERIOR WALL OF STORMTRAP
I - A „» I SYSTEM 0860.3'
OVERFLOW WEIR
NOTES:PLAN VIEW -Sso.3'
1. SEAL ALL CONNECTIONS WITH NON -SHRINK GROUT. 7" ORIFICE
2. MIN. #4 BARS 0 12" O.C. EACH WAY (ALL WALLS VERT, HOR & T 0----,,
SLAB)
-8s7.o'
3. INSTALL 6" THICK WEIR WALL W/ #4'S 0 6" E.W., DOWEL WEIR (.0
WALL INTO CONCRETE BOX. 11" LOW FLOW ORIFICE
4. AFTER EACH MAJOR RAINFALL EVENT OWNER MUST INSPECT WATER i I
QUALITY/DETENTION OUTLET FOR SEDIMENT ACCUMULATION AND �36���-854.2'
REMOVE SEDIMENT IF PRESENT.
5. ALL STRUCTURES SHALL MEET CITY OF PATTERSON STANDARDS
WEIR WALL
6' DETENTION OUTLET BOX
SCALE: NOT TO SCALE
NEENAH SOLID LID
VARIES 9
MIN [..�
4
< `
.6";
I. 48"
r. 5'x5' CONCRETE
NOTES: T
1. SEAL ALL CONNECTIONS WITH NON -SHRINK GROUT. T
2. MIN. #4 BARS 0 12" O.C. EACH WAY (ALL WALLS VERT, HOR &
SLAB) o
3. INSTALL 6" THICK WEIR WALL W/ #4'S 0 6" E.W., DOWEL WEIR Sri
WALL INTO CONCRETE BOX.
4. AFTER EACH MAJOR RAINFALL EVENT OWNER MUST INSPECT WATER
QUALITY DETENTION OUTLET FOR SEDIMENT ACCUMULATION AND
-859.2' n r ` INLET WITH CUSTOM
TOP LID. ALL
-ACONCRETE TO BE
° MIN 4,000 PSI AT
41< _A'I `4,` 28 DAYS. ALL STEEL
60" TO BE fy = 60,000 PSI.
-854.2'
REMOVE SEDIMENT IF PRESENT. f-36"�I END VIEW
5. ALL STRUCTURES SHALL MEET CITY OF PATTERSON STANDARDS NOTES:
WEIR WALL
1. INLET CAN BE SUBSTITUTED WITH ROUND EQUIVALENTS.
F6P WQ V DIVERSION BOX 4 5' X 5' JUNCTION BOX
t-14 SCALE: NOT TO SCALE C I m3J SCALE: NOT TO SCALE
C9
64 4
\ -
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\ \ \ PRrPOSED c��J / L0 1
\ 1
\ \ \\ \ OFFSET / II °
\ \ a
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854�
\ o J RQ'POSED §DPW, _ _ .
ALINES BY PER \ _ -
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Osman
S50041143"E 35, .66' 1 \ \\
- WON I ONE
_I IT
1 STORMWATER PLAN N N HORIZONTAL SCALE
20 0 10 20 40
C1.3 SCALE: 1" = 20'
( IN FEET )
1 inch = 20 ft.
L'pA
RD
EPLY-CRAVE J�hti ems.
AR`A��q SITE
52
WELCOME
VICINITY MAP
N.T.S
NEENAH R-4859C (2.4 SQ. FT OPEN
AREA MIN.) INLET GRATE WITH
NEENAH R-4899 ANGLE FRAME
VARIES MIN
6
I. 48"
r 5'x5' CONCRETE
r INLET WITH CUSTOM
l TOP LID. ALL
r CONCRETE TO BE
MIN 4,000 PSI AT
28 DAYS. ALL STEEL
60" TO BE fy = 60,000 PSI.
NOTES: END VIEW
1. INLET CAN BE SUBSTITUTED WITH ROUND EQUIVALENTS.
57 5' X 5' AREA INLET
qjm3SCALE: NOT TO SCALE TRENCH FRAME W/ TYPE "C" GRATE
COVER OR APPROVED EQUAL.
Know what's below.
Call before you dig.
SPECIAL NOTE:
CONTRACTOR SHALL FIELD VERIFY PROPOSED GRADES
MATCH EXISTING PAVEMENT AT DRIVEWAY ENTRANCES.
CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY
OCCURS.
NOTE: PRIOR TO BEGINNING ANY SITE WORK & ORDERING OF
MATERIALS, CONTRACTOR SHALL FIELD VERIFYALL UTILITY&
DRAINAGE CONNECTIONS TO EXISTING SYSTEMS BY POT
HOLING AND SHALL NOTIFY ENGINEER OF NEEDED CHANGES:
FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR BEING
RESPONSIBLE FOR ALL REVISION COSTS AND DELAYS.
80 SPECIAL NOTE:
FIELD VERIFY SANITARY SEWER CONNECTION INVERT PRIOR TO
ESTABLISHING FINAL FINISH FLOOR ELEVATION. REFER TO SITE
UTILITIES PLAN.
CONTINUOUS CONCRETE
TRENCH DRAIN
3-#4
CROSS SECTION
LONGITUDINAL SECTION
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0' - 2.5')
7'TRENCH DRAIN DETAIL
C1 ■3 SCALE: NOT TO SCALE
SYMBOLS LEGEND
REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL.
----868----
EXISTING GRADE LINES
NEW SPOT ELEVATIONS
LIST ABBREVIATION
GRADE NONE
$6$
PROPOSED NEW GRADE LINES
SIDEWALK SW
TOP OF WALL TW
O
TOP OF CURB TC
TOP OF PAVEMENT PVT
NEW BUILDING
�b*
NEW GRADE GD
CONSTRUCTION
WP
CONCRETE CONC
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EXISTING TOP OF CURB ETC
EXISTING GRADE EGD
NEW SIGN LOCATION
EXISTING PAVEMENT EPVT
EXISTING SIDEWALK ESW
FLOW LINE FL
O
NEW CONCRETE PAVING BLOCK
TOP OF BERM TOP
BENCHMARK:
1. CITYISTATE BOLT ON FIRE HYDRANT LOCATED
TEMPORARY EROSION CONTROL
AT THE INTERSECTION OF FIRST STREET &
-
FENCE
WELCOME-ARCADIA ROAD.
ELEVATION = 877.62
<
SURFACE FLOW ARROW
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0002
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UNNqq
COI\I # 4177
DATE: 07-26-19
REVISION
DATE:
C1.3

Practice Standards and Specifications
Steel
Post
Wire
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
-17
18-24
Plastic or
/wire ties
r
Practice Standards and Specifications
Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any
fence
required repairs immediately.
Natural
ground
Should the fabric of a sediment fence collapse, tear, decompose or become
/
ineffective, replace it promptly.
8" down & 4"(
Remove sediment deposits as necessary to provide adequate storage volume
forward along
for the next rain and to reduce pressure on the fence. Take care to avoid
24"
the trench
Filter
undermining the fence during cleanout.
fabric
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
Wire
fence
Refe re n ees ASTM D 6461- 99. "Standard Specification for Silt Fence Materials" ASTM
Cross -Section
View
International. For referenced ASTM standards, visit the ASTM website,
www.ast n.org, or contactASTM Customer Service at [e-mail]. For
Filter
Steel fabric Backfill trench
Natural
Annual Book ofASTM Standards volume information, refer to the standard's
post
/ and compact
ground
Document Summary page on the ASTM website.
thoroughly
"Standard
ASTM D 6462 - 03. Practice for Silt Fence Installation" ASTM
International. For referenced ASTM standards, visit the ASTM website,
°. 4,m m
tJpslope
www.astm.org, or contactASTM Customer Service at [e-mail]. For
min-
Annual Book ofASTM Standards volume information, refer to the standard's
8"
Document Summary page on the ASTM website.
24„
min
Figure 6.62a Installation detail of a sediment fence.
6.62.5
R SILT FENCE PROTECTION
1
1.4 NOT TO SCALE
'074h
j •
's..•._ • ��'�ell
2-3 ar
coarse aggregate
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site (modified from Va SWCC).
3 CONSTRUCTION ENTRANCE
C1.4 NOT TO SCALE
1 � SITE EROSION DETAILS
C 1.3 SCALE: 1 " = 20'-0"
0
Washing If conditions at the site are such thatmost of the mud and sediment.
are not removed by vehicles traveling over the gravel, the tires should be
washed Washing should be done on an area stabilized with crushed stone
that drains into a sediment trap or other suitable disposal area. A wash rack
may also be used to make washing more convenient and effective.
Construction
1. Clear the entrance and exit area of all vegetation, roots, and other
Specifications
objectionable material and properly grade it -
2. Place the gravel to the specific grade and dimensions shown on the plans,
and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance
IVlaintain 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 itoutas necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
References
Runoff Conveyance Measures
6.30, Grass -lined Channels
Sediment Traps and Bamers
6.60, Temporary Sediment Trap
Mats, including "excelsior" (wood fiber) blankets; are considered protective
mulches and maybe used alone, on erodible sails, and during all times of the
year. Place the matting infirm contact with the soil; and staple securely.
INSTALLATION OF NETTING AND MATTING
Products designed to control erosion should be installed inaccordancewith
manufacturer's instructions. .Any mat or blanket -type product used as a
protective mulch should provide cover of at feast 30% of the surface where it
is applied. Installation is illustrated in Figure 6.14a.
1. Applylime, fertilizer, and seed before laying the net or mat.
In channels„ roll oul: strips of netting parallel to the
direction of flow and overthe protective mulch.
Anchor netting in
a 12-inch trench
12-inch
overlap Join strips by anchoring.
Figure 6.14a Installation of netting and mating (modified frcm Va, Div. of Forestry). and overlapping_
6 MATTING DETAI
C1.4 NOT TO SCALE
L
aoo 1porarysedlment w1rescraen ❑ewatering
-�
A
1 ' min --- 16'
2' Ir,ak
-itd k�=99
rr` _ "9,., DrOpinl9l
$epirngrlf with grate
Flour* 6.5219te04 and gw,K amp id"rp �rc'nn
Construction I. Las oat bk nk and exL, side of LM girtawe on in, sidt N flit bosom row
Specfcat lon5 t0
9110,ppol4rarrkgw. 711cfDondvronsL,grrldk0,411411.10 W 1 ►12uselr*
bclv%4 LI le 4rVsl. NL 1ltu %IOnrl ;lull l l Flit d,L I5QIL71.1.1 AW ul blaaits :%lII&I
llc adW or Ll,c slann drain far I"Irn11 snppon and 10 ns'Did stmashouls vtlien
ovcrngw oawrs IF rtccdoA, give talpral support losubscgtrcM rotsbt p "
2 x4 wDod studs LlubLi hbLock 6porli ngS
2. CLuvI u IJy fil IunJlwarc cLaih a wlntaardble n ire nu sti 1% ill' Anch opcn ip
"scr III block Uw1dngs lu bold grAvo in A cc.
1, USe Clean pullet. =7`,..1o'h.iIlCIk tin 11Lpnkter, p1,1CCd 2 II'CkJ bellow the top
ur-hc block 6m a 1:1 dogo or Matter 331d 511.1001.h n to arintik grAde- INIT kS7
,. lied 5tpn[ i5 nCC4nrrnCrldCKL
2� INLET PROTECTION
C1.4 NOT TO SCALE
Practice Standards and Specifications
2. Start laying the net from the top of the channel or slope, and unroll it down
the grade. Allow netting to lay loosely on the soil or mulch cover but
without wrinkles -do not stretch.
3. To secure the net, bury the upslope end in a slot or trench no less than 6
inches deep, cover with soil, and tamp firmly as shown in Figure 6.14a. Staple
the net every 12 inches across the top end and every 3 ft around the edges and
bottom. Where 2 strips of net are laid side by side, the adjacent edges should
be overlapped 3 inches and stapled together. Each strip of netting should also
be stapled down the center, every 3 ft. Do not stretch the net when applying
staples.
4. To join two strips, cut a trench to anchor the end of the new net. Overlap the
end of the previous roll 18 inches, as shown in Figure 6.14a, and staple every
12 inches just below the anchor slot.
Maintenance Inspect all mulches periodically, and after rainstorms to check for rill erosion,
dislocation or failure. Where erosion is observed, apply additional mulch. If
washout occurs, repair the slope grade, reseed and reinstall mulch. Continue
inspections until vegetation is firmly established.
References Surface stabilization
6.11, Permanent Seeding
Appendix
8.02, Vegetation Tables
Nac•tice Stanndards anil.�'pec• rtrti,wi;
Temporary sediment pool
Wire mesh
(optional)
1 ' min 2J slope 2 max 3;1 slope
-->.
Fine gravel M
min = 31I[ii i<«thickness)stQrlg
Figure 6.52b Gravel drop inlet pfohection {gravel donut)-
-L IFonly stonaa e nd grdvcI are used, keep Ilse slope toward the inlet no sleeper
liktn 1- 1'. Leave a1 ,ninimum 1-fool a ido level SIone aill bet-Lveen Ilse slruclure
and around the inlet to prevent !raN c I From entering inlet. On the slope toward
the inlct, use stone 3 inches in diameter or larger. On the slope away from
(lie inlet use l -'!-inch gravel (NCDOT #57 ►easlicd stotrr) at a nnit»munl
thickness of 1 foot.
Maintenance InsNclllicbarrieratJew wcekhand after each signifiGant(`."2 inch orgrealler)
rainfall and ]make repairs as needed,
Penimc sedimcrll as necessan to provide adequalc storage volume for
suNwqueut rains -
When the contributing drrinaN area has been-Wglv0I% slabili.cd. retnove
III ittatcrialsand afly urlslablc soil. and 61111cf salulge ordispow oFit properly.
Blnr, Ilic disllrbt d area to proper glade. lhcn smooth and compiel il.
Appropr6icJN statbilize all bare aamas around the inlet.
References Intel Proteaiatn
0.50. Excavated Drop Inlet Protection (TiemportrF )
0.31- Hardi%arc Cloth, and Gravel Inlet Protection (Tcmportn )
Yorlk Caarohna I)epaarrmew of h-ansporlaation
Standard Specifications for Roads and Structures
STRAW BALE BINDER
STAPLES F
(2 PER BALE)
10 mil PLASTIC LINING
NATIVE MATERIAL
(OPTIONAL)
SECTION B-B
NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE)
10' MINIMUM
PLYWOOD
48"X24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
LAG SCREWS
DOD POST
i"X3.5"X8'
31
I�
11 II
B CONCRETE WASHOUT
I�
SIGN DETAIL
(OR EQUIVALENT)
(�
VARIES
Ik
(41
2„
I �
( ll
(ll
8" 1.12E DIA
STEEL WIRE
L
STAPLE
10 mil PLASTIC
LINING
PLAN STRAW BALE DETAIL
NOT TO SCALE (TYP)
TYPE "ABOVE GRADE" WITH STRAW BALES
rn
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C1.
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORKAND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
LATH AND
FLAGGING ON
3 SIr'_^
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SANDBAG
10 mil PLASTIC LINING
SECTION A -A
3' NOT TO SCALE
III 1110111BERM
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND SECTION B-B
ENTIRE PERIMETER NOT TO SCALE
WITH TWO STAKES
�_­0' MINIMUM
VAR IE:
10 mil PLASTIC LININ..
CONCRETE WASHOUT DETAIL
SCALE: NOT TO SCALE
BOTTOM WIDTH
TO MATCH
CURB CUT WIDTH
Pr vice ,Srrrrrdarda nrrrf ,Specifrcaiumi FINISH GRADE
Construction 1. Ensure that Lhe sahiade ra the filter and riprep follows the required Ines ^ 6" MIN.
Specifications ahv
erpsiv eaiwwninthi-sun iswbcdCmpu,an}fialregvusdm inthehe ubg'aa m /` C
p UPA61[y of tk caa"ro Y 0196 ufilledbcd material- t.oa areas in the sui�gadcon Q
.....: turlsad �I may also Ise fi11� hS' Ana}easLag the t9pt ap ti,valmass
A The riprop and gravel Filter must godarin io the apoaified grading limits
shown as Et>G plans O l
. Fa(d °ILAK. sdi.. u� dines iaet das.W tcgaitcasrrsta ha PAWAY
prolected from punching or teoring dariM i walladon. Repair any dam*e by
-- mgthc nprap and placir;S anothcrpiecc of filter cloth rn the damagrd
arcs All ­=iri ahvukl urn 6p w lire ry Inver is abvvc t)r
DBAG
PLAN
JOT TO SCALE
3ELOW GRADE"
TWO -STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
kBOVE GROUND"
WITH WOOD PLANKS
GEOTEXTILE FABRIC 1
' F
darnsvxam layeram irumm of L fax. JFtkse dams-ge is extensive, replace
REFER TO PLANS
u,f �1 ire rntet [ ldN.
4. iilpr¢p may he planed hS' equiP[nem, but take Barr to avoid drnag.,g the
NOTES:
fill-
1.
HAND PLACE RIP -RAP IN ALL PLACES AS INDICATED ON THE PLAN.
s Thsmia;nu heLuxti,�fihc..�pholdbGL.S[imc.dm��
2,
THE STONE FOR RIP -RAP SHALL CONSIST OF FIELD STONE OR ROUGH UNHEWN
stone diameter
6. Riprap may he field st-c Dr rntlgh quarry -tone. It shn.Ld he herd,
QUARRY STONE AS NEARLY AS UNIFORM, IN SECTION AS PRACTICAL.
anguLar,highlyweau,er-miL.-,ntand Wn egmed.
3.
THE STONES SHALL BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER,
7. Consuuctthe am -oil onzero grade -with nooverhlYatrheend. Make the
AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE INTENDED UNLESS
rap efllu ripraPutihe downswe.rri ertd Levdwith the receiviri8 sees or s{i�MLy
below1.
OTHERWISE SPECIFIED.
$- F,neure tnai rho apron is pmperly align d with ,hc receiving ,wean,
4.
ALL STONES USED AS RIP -RAP SHALL WEIGH BETWEEN 50-150 POUNDS EACH,
-FhtthrFFg ii. 1. lf, �.�r�i,��r.�t ai,,_
AND AT LEAST 60 PERCENT OF THE STONES SHALL WEIGH MORE THAN 100
curxliGans, pla,cc i[ in the upper arctiun of d1c apron.
16mrahlwcit iM of
9. Imt"ediatalyurtzrcura[xlactiCalsLnbi]veoL]disLt"ixdarraswilhwegelatictrs
POUNDS EACH.
{Prycticcx6.16,TemporarySeedsrtg,andb.lt,Per1"prrenlseeng).
5.
STONES SHALL BE A MINIMUM OF 12" IN DIAMETER AND PLACED A MINIMUM OF
24" BELOW FINISH GRADE.
MaInt6rianCe inspectrpmp"ut❑atue[ueawerrlyacl¢reraigrri6can[(1 ir,chorgreoer)
6.
RIPRAP PAD SHALL HAVE NO SLOPE FOR THE LENGTH OF THE RIPRAP PAD.
rainfal I et�nta la sre it any erari�, aeatvld or below d,a riprahsl,asmlcen place.
a if at- have been didodgrd. Ir..,dwa ly m,1ke all needed t.
7.
FINISHED GRADE ADJACENT TO THE RIPRAP PAD SHALL BE A MINIMUM OF 6"
prevent fW'ac <1al Va.
ABOVE THE RIRPRAP PAD BOTTOM.
51 RIPRAP PAD
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DATE:
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REVISION
DATE:
CIA

Table 6.1Oa
Temporary Seeding
Recommendations for Late
Winter and Early Spring
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
Sail 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.
pDE'S Groundcover Requirements
Site Area Description
Stabilization Time
Stabilization Time Frame
Frame
Exceptions
Perimeter dikes, swales, ditches,
7 Days
None
and slopes
High Quality Water (HQW) Zones
7 Days
None
Slopes Steeper than 3:1
7 Days
If slopes are 1 O' of less in length
and are not steeper than 2:1, 14
Days are allowed
Slopes 3: 1 or Flatter
14 Days
7 Days for slopes greater than Sfl
feet in length
All other areas with slopes flatter
14Days
None (except for perimeters and
than 4:1
HQW zones)
* "Extension of time may be approved by the permitting authority based on weather or other site -
specific condition that make compliances im racticable." (Section II.B(2)(b))
Table 6.1Db
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species
German millet
Practice Standards and Specifications
Rate (Iblacre)
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
Fallow recommendations of sail tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 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 fallowing erosion or other damage.
VEGETATIVE STABILIZATION:
SOIL PREPARATION TO BE PER LANDSCAPE PLAN AND O'REILLY SPECS.
SEED, FERTILIZER, AND MULCH TYPE AND RATES TO BE PER LANDSCAPE PLAN AND O'REILLYSPECS:
• LAWNS: (HYDROSEED), FRESH, CLEAN, NEW CROP SEED MIXTURE BYAPPROVED METHOD COMPOSED OF
FALCON TALL FESCUE (75%) AND CROSSFIRE (25%) AND DEGRADABLE GREEN DYED WOOD CELLULOSE
FIBER OR 100% RECYCLED LONG FIBER PULP. MIXTURE SHALL BE FREE FROM WEEDS OR OTHER
FOREIGN MATTER TOXIC TO SEED GERMINATION. SEED PURITY SHALL BE 95% WITH A MINIMUM 80%
GERMINATION.
• LAWNS: (SOD), STRONGLY ROOTED, 2 YEARS OLD, ASPA APPROVED, CONSISTING OF FALCON TALL
FESCUE (75%) AND OR CROSSFIRE (25%) CUT WITH MINIMUM %-INCH AND MAXIMUM 1-INCH TOPSOIL BASE
OR APPROVED EQUAL.
• TOPSOIL: FROM SITE STOCKPILE OR ADDITIONAL FERTILE, FRIABLE TOPSOIL FROM LOCAL SOURCE.
MATERIAL SHALL BE REASONABLY FREE OF SUBSOIL, CLAY, LUMPS, BRUSH, REPRODUCTIVE PARTS OF
NOXIOUS WEEDS, AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STICKS, AND STONES LARGER
THAN 2" IN ANY DIMENSIONS.
• PLANTING SOIL MIXTURE: PROVIDE MIXTURE IN RATIO OF 3 PARTS TOPSOIL, 1 PART PEAT MOSS AND 1
PART SAND. ADD AMENDMENTS AS REQUIRED.
SOIL AMENDMENTS:
• •• FERTILIZER, EN POUNDS OF 13-13-13, NON -BURNING FERTILIZER PER 1000 SQUARE FOOT COMPOSED OF
NOT LESS THAN 50% ORGANIC SLOW ACTING GUARANTEED ANALYSIS FERTILIZER OR APPROVED EQUAL.
•• ROTTED COMPOSTED MANURE.
•• PLANTING TABLETS: 21 GRAM AGRIFORM (20-10-5) OR APPROVED EQUAL.
•• LIME, PEAT MOSS, AND OTHER AMENDMENTS AS REQUIRED FOR PLANTING SOIL MIXTURE
• LANDSCAPE MATERIALS:
OR MULCH:
*so
STRAW, WOOD CELLULOSE FIBER, GROUND OR SHREDDED BARK.
••• 1-112" TO 3" PINE BARK WOOD CHIPS.
••• MEDIUM OR LARGE SIZE REDWOOD BARK.
••• SHREDDED PIPE BARK.
••• SHREDDED CEDAR.
••• AGED 1 YEAR SHREDDED HARDWOOD.
0
Table 6.10c
Temporary Seeding
Recommendations for Fall
Seeding mixture
Species Rate (lb/acre)
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 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4, 000 lb/acre 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
lb/acre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
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DATE: 07-26-19
REVISION
DATE:
1 I SITE EROSION DETAILS 2
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COMM # 4177
DATE: 07-26-19
REVISION
DATE:
ci.6

StormTrapm
MODULAR CONCRETE
STORMWATER MANAGEMENT
O'REILLY AUTO PARTS
LEXINGTON NC
STRUCTURAL DESIGN LOADING CRITERIA
LIVE LOADING:
AASHTO HS-20 HIGHWAY LOADING
GROUND WATER TABLE:
BELOW INVERT OF SYSTEM
SOIL 13EARING PRESSURE:
3000 PSF
SOIL DENSITY:
120 PCF
EQUIVALENT UNSATURATED
LATERAL ACTIVE EARTH PRESSURE:
35 PSF / FT.
EQUIVALENT SATURATED
LATERAL ACTIVE: EARTH PRESSURE:
80 PSF/FT. (IF WATER TABLE PRESENT)
APPLICABLE CODES:
ASTM C857
ACI-318
BACKFILL TYPE:
SEE SHEET 4.0 FOR BACKFILL OPTIONS
SEE SHEET 4.0 FOR
BACKFILL SPECIFICATIONS
SHEETINDEX
PAGE
DESCRIPTION
0.0
COVER SHEET
1.0
DOUBLETRAP DESIGN CRITERIA
2.0
DOUBLETRAP SYSTEM LAYOUT
3.0
DOUBLETRAP INSTALLATION SPECIFICATIONS
3.1
DOUBLETRAP INSTALLATION SPECIFICATIONS
4.0
DOUBLETRAP BACKFILL SPECIFICATIONS
5.0
RECOMMENDED PIPE / ACCESS OPENING SPECIFICATIONS
6.0
DOUBLETRAP MODULE TYPES
StormTrap®
PATENTS LISTED AT: [HTTP:HSTORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
STORMTRAP CONTACT INFORMATION
417-866-2741
THESE DRAWINGS ARE FOR YOUR REFERENCE ONLY AND SHALL NOT BE USED FOR
PROJECT INFORMATION:
CONSTRUCTION PURPOSES. THE STORMTRAP DRAWINGS SHALL NOT BE ALTERED OR
STORM TRAP SUPPLIER:
STORMTRAP
MANIPULATED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF STORMTRAP. USE OF
CONTACT NAME:
AARON LOWELL
O'REILLY AUTO PARTS #4
THESE DRAWINGS IS STRICTLY GRANTED TO YOU, OUR CLIENT, FOR THE SPECIFIED AND NAMED
CELL PHONE:
404-788-1534
PROJECT ONLY.
SALES EMAIL:
[e-mail]
SAND FILTER
LEXINGTON, NC
STORMTRAP SYSTEM INFORMATION
SEDIMENT AREA PROV: 710.40 SQUARE FEET
SAND FILTER AREA PROV: 692.40 SQUARE FEET
NIT HEADROOM: ' - 4" DOUBLETRAP
D I U 00 8
UNIT QUANTITY: 32 TOTAL UNITS
- - - - - - - - - - - - - - - - - - - -
1.22' - - - --------------- - - - -
SITE SPECIFIC DESIGN CRITERIA
1. STORMTRAP UNITS SHALL BE MANUFACTURED AND INSTALLED ACCORDING TO SHOP DRAWINGS APPROVED BY THE
INSTALLING CONTRACTOR AND ENGINEER OF RECORD. THE SHOP DRAWINGS SHALL INDICATE SIZE AND LOCATION OF
ROOF OPENINGS AND INLET/ OUTLET PIPE TYPES, SIZES, INVERT ELEVATIONS AND SIZE OF OPENINGS.
2. COVER RANGE: MIN. 1.22' MAX. 4.22' CONSULT STORMTRAP FOR ADDITIONAL COVER OPTIONS.
3. ALL DIMENSIONS AND SOIL CONDITIONS, INCLUDING BUT NOT LIMITED TO GROUNDWATER AND SOIL BEARING CAPACITY
ARE REQUIRED TO BE VERIFIED IN THE FIELD BY OTHERS PRIOR TO STORMTRAP INSTALLATION.
4. FOR STRUCTURAL CALCULATIONS THE GROUND WATER TABLE IS ASSUMED TO BE BELOW INVERT OF SYSTEM .
IF WATER TABLE IS DIFFERENT THAN ASSUMED, CONTACT STORMTRAP.
-- - -------------------- 4.22'
- - - - - - - - - - - - - - - - - - - - - - -_
------------------------�
6"
MIN. 3000 PSF BEARING CAPACITY J
TO BE VERIFIED IN FIELD BY OTHERS 81 - 4" DOUBLETRAP
4'-2"
ALLOWABLE MAX GRADE = 867.25
ALLOWABLE MIN GRADE = 864.25
HWL = 862.53
8' - 4" DOUBLETRAP
SAND ELEVATION ® 856.2'
6" STONE BASE
(SEE SHEET 4.0)
CURRENT ISSUE DATE:
L6/26/2019
ISSUED FOR:
CPRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
Al
6/26/2019
PRELIMINARY
JW
2
4/18/2019
PRELIMINARY
JW
1
3/20/2019
PRELIMINARY
RL
SCALE:
17 NTS
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
000
StormTrap®
PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATEN n
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
SAND FILTER
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
E7PRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
3�
6/26/2019
PRELIMINARY
JW
2
4/18/2019
PRELIMINARY
JW
1
3/20/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
DOUBLETRAP
DESIGN
CRITERIA
SHEET NUMBER:
100
BILL OF MATERIALS
QTY.
UNIT TYPE
DESCRIPTION
TOP WEIGHT
BASE WEIGHT
0
I
8'-4" DOUBLETRAP
14984
14782
0
II
8' - 4" DOUBLETRAP
16835
16633
15
III
8' - 4" DOUBLETRAP
14358
14257
1
IV
8'-4" DOUBLETRAP
15283
15182
0
VII
8' - 4" DOUBLETRAP
13726
13726
0
SPIV
8' - 4" DOUBLETRAP
VARIES
VARIES
8
PANEL
8" THICK PANELS
6188
r32JOINT
JOINT WRAP
150' PER ROLL
TAPE
14.5' PER ROLL
26'
LOADING DISCLAIMER:
STORMTRAP IS NOT DESIGNED TO ACCEPT ANY ADDITIONAL LOADINGS
FROM NEARBY STRUCTURES NEXT TO OR OVER THE TOP OF STORMTRAP.
IF ADDITIONAL LOADING CONSIDERATIONS ARE REQUIRED FOR
STRUCTURAL DESIGN OF STORMTRAP, PLEASE CONTACT STORMTRAP
IMMEDIATELY.
MOANDERSON
ENGINEERING
EMPLOYEE OWNED
ENGINEERS • SURVEYORS • LABORATORIES • DRILLING
2045 W. WOODLAND • SPRINGFIELD, MISSOURI 65807• PHONE [phone]
MO ANDERSON COA# F-0972 • AARON HARGRAVE PE#049021
www.andersonenaineerinainc.com
DESIGN CRITERIA
ALLOWABLE MAX GRADE=86.25
ALLOWABLE MIN GRADE = 864.25
StormTrap®
INSIDE HEIGHT ELEVATION = 862.53
SYSTEM INVERT = 854.20
PATENTS LISTED AT: [HT P://STORMTRAP.COM/PATENT]
NOTES:
1. DIMENSIONING OF STORMTRAP SYSTEM SHOWN BELOW ALLOW FOR A 3/4" GAP
1287 WINDHAM PARKWAY
BETWEEN EACH MODULE.
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS.
ENGINEER INFORMATION:
3. SEE SHEET 3.0 FOR INSTALLATION SPECIFICATIONS.
ANDERSON ENGINEERING
4. SP - INDICATES A MODULE WITH MODIFICATIONS.
2045 W WOODLAND ST
S. P - INDICATES A MODULE WITH A PANEL ATTACHMENT.
6. CONTRACTORS RESPONSIBILITY TO ENSURE CONSISTENCY/ACCURACY TO FINAL
SPRINGFIELD, MO
ENGINEER OF RECORD PLAN SET.
417-866-2741
7. IF A WATERTIGHT SOLUTION IS REQUIRED FOR THIS OUTLET CONTROL
STRUCTURE, STORMTRAP RECOMMENDS THE USE OF XYPEX OR SIKAFLEX
PROJECT INFORMATION:
MATERIALS (OR APPROVED EQUIVALENT). WATERPROOFING MATERIALS TO BE
SUPPLIED AND INSTALLED BY THE INSTALLING CONTRACTOR. CONTACT
O'REILLY AUTO PARTS #4
STORMTRAP FOR A LIST OF APPROVED APPLICATORS.
SAND FILTER
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
Z-IU4
SEDIMENTATION CHAMBER
(710.40 SF) SAND FILTER
(692.40 SF)
I
I
I
-81„
4
III:.
ILL
III
III
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I
II
III
III
(11 ITI F7T rnNlTR(ll CTRI IrTI IRS
(SEE NOTE 7)
STORMTRAP INSTALLATION SPECIFICATIONS
1. STORMTRAP SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C891, STANDARD FOR INSTALLATION OF UNDERGROUND
PRECAST CONCRETE UTILITY STRUCTURES, THE FOLLOWING ADDITIONS AND/OR EXCEPTIONS SHALL APPLY:
2. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT Q
PROPER/ADEQUATE E UIPMENT IS USED TO
SET/INSTALL THE MODULES.
3. STORMTRAP MODULES CAN BE PLACED ON A LEVEL, 6" FOUNDATION OF 3" AGGREGATE EXTENDING T-0" PAST THE OUTSIDE OF
THE SYSTEM (SEE DETAIL 1) AND SHALL BE PLACED ON PROPERLY COMPACTED SOILS (SEE SHEET 1.0 FOR SOIL BEARING
CAPACITY REQUIREMENTS), AND IN ACCORDANCE WITH ASTM C891 STANDARD PRACTICE FOR INSTALLATION OF
UNDERGROUND PRECAST UTILITY STRUCTURES.
4. THE STORMTRAP MODULES SHALL BE PLACED SUCH THAT THE MAXIMUM SPACE BETWEEN ADJACENT MODULES DOES NOT
EXCEED 4" (SEE DETAIL 2). IF THE SPACE EXCEEDS a", THE MODULES SHALL BE RESET WITH APPROPRIATE ADJUSTMENT MADE
TO LINE AND GRADE TO BRING THE SPACE INTO SPECIFICATION.
5. STORMTRAP MODULES ARE NOT WATERTIGHT. IF A WATERTIGHT SOLUTION IS REQUIRED, CONTACT STORMTRAP FOR
RECOMMENDATIONS. THE WATERTIGHT APPLICATION IS TO BE PROVIDED AND IMPLEMENTED BY THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE SELECTED WATERTIGHT SOLUTION PERFORMS AS SPECIFIED BY THE
MANUFACTURER.
6. THE PERIMETER HORIZONTAL JOINT BETWEEN THE TOP AND BASE LEG CONNECTION OF THE STORMTRAP MODULES SHALL BE
SEALED WITH PREFORMED MASTIC JOINT TAPE ACCORDING TO ASTM C891, 8.8 AND 8.12. (SEE DETAIL 3). THE MASTIC JOINT
TAPE DOES NOT PROVIDE A WATERTIGHT SEAL. THE SOLE PURPOSE OF THE JOINT TAPE IS TO PROVIDE A SILT AND SOIL TIGHT
SYSTEM.
7. ALL EXTERIOR JOINTS BETWEEN ADJACENT STORMTRAP MODULES SHALL BE SEALED WITH 8" WIDE PRE -FORMED,
COLD -APPLIED, SELF -ADHERING ELASTOMERIC RESIN, BONDED TO A WOVEN , HIGHLY PUNCTURE RESISTANT POLYMER WRAP,
CONFORMING TO ASTM C891 AND SHALL BE INTEGRATED WITH PRIMER SEALANT AS APPROVED BY STORMTRAP (SEE DETAILS 3
& 4). THE JOINT WRAP DOES NOT PROVIDE A WATERTIGHT SEAL. THE SOLE PURPOSE OF THE JOINT WRAP IS TO PROVIDE A
SILT AND SOIL TIGHT SYSTEM. THE ADHESIVE EXTERIOR JOINT WRAP SHALL BE INSTALLED ACCORDING TO THE FOLLOWING
INSTALLATION INSTRUCTIONS:
7.1. USE A BRUSH OR WET CLOTH TO THOROUGHLY CLEAN THE OUTSIDE SURFACE AT THE POINT WHERE JOINT WRAP IS TO
BE APPLIED.
7.2. A RELEASE PAPER PROTECTS THE ADHESIVE SIDE OF THE JOINT WRAP. PLACE THE ADHESIVE TAPE (ADHESIVE SIDE
DOWN) AROUND THE STRUCTURE, REMOVING THE RELEASE PAPER AS YOU GO. PRESS THE JOINT WRAP FIRMLY AGAINST
THE STORMTRAP MODULE SURFACE WHEN APPLYING.
8. IF THE CONTRACTOR NEEDS TO CANCEL ANY SHIPMENTS, THEY MUST DO SO 48 HOURS PRIOR TO THEIR SCHEDULED ARRIVAL
AT THE JOB SITE. IF CANCELED AFTER THAT TIME, PLEASE CONTACT THE PROJECT MANAGER.
9. IF THE STORMTRAP MODULE(S) IS DAMAGED IN ANY WAY PRIOR, DURING, OR AFTER INSTALL, STORMTRAP MUST BE
CONTACTED IMMEDIATELY TO ASSESS THE DAMAGE AND TO DETERMINE WHETHER OR NOT THE MODULE(S) WILL NEED TO BE
REPLACED. IF ANY MODULE ARRIVES AT THE JOBSITE DAMAGED DO NOT UNLOAD IT; CONTACT STORMTRAP IMMEDIATELY. ANY
DAMAGE NOT REPORTED BEFORE THE TRUCK IS UNLOADED WILL BE THE CONTRACTOR'S RESPONSIBILITY.
10. STORMTRAP MODULES CANNOT BE ALTERED IN ANY WAY AFTER MANUFACTURING WITHOUT WRITTEN CONSENT FROM
STORMTRAP.
(BY OTHERS)
8" WIDE JOINT WRAP
(SEE NOTE 7)
8" WIDE JOINT I^IO A.
(SEE NI
TOP OF STORMTRAP
DETAIL 2
DETAIL 3
DETAIL 1
REV.
DATE:
ISSUED FOR:
BWN
6/26/2019
PRELIMINARY
2
4/18/2019
PRELIMINARY
IRL
1
3/20/2019
PRELIMINARY
SCALE:
NTS
SHEET TITLE:
DOUBLETRAP
SYSTEM LAYOUT
SHEET NUMBER:
2mO]
ALL
:AP
6" STONE BASE
(SEE NOTE 3)
T-O" OVERHANG
(SEE NOTE 3)
StormTrap®
PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P: 815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
SAND FILTER
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
6/26/2019
PRELIMINARY
JW
2
4/18/2019
PRELIMINARY
JW
1
3/20/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
DOUBLETRAP
INSTALLATION
SPECIFICATIONS
SHEET NUMBER:
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DATE: 07-26-19
REVISION
DATE:
C1.7

END PANEL ERECTION/INSTALLATION NOTES
1. END PANELS WILL BE SUPPLIED TO CLOSE OFF OPEN ENDS OF ROWS.
2. PANELS SHALL BE INSTALLED IN A TILT UP FASHION DIRECTLY ADJACENT TO OPEN
END OF MODULE (REFER TO SHEET 2.0 FOR END PANEL LOCATIONS).
3. CONNECTION HOOKS WILL BE SUPPLIED WITH END PANELS TO SECURELY
CONNECT PANEL TO ADJACENT STORMTRAP MODULE (SEE PANEL CONNECTION
EELEVATION VIEW).
4. ONCE CONNECTION HOOK IS ATTACHED, LIFTING CLUTCHES MAY BE REMOVED.
5. JOINT WRAP SHALL BE PLACED AROUND PERIMETER JOINT PANEL (SEE SHEET 3.0).
RECOMMENDED
,ACCESS OPENING SPECIFICATION
1. A TYPICAL ACCESS OPENING FOR THE STORMTRAP SYSTEM ARE 2'-0" IN DIAMETER.
ACCESS OPENINGS LARGER THAN T-0" IN DIAMETER NEED TO BE APPROVED BY
STORMTRAP. ALL OPENINGS MUST RETAIN AT LEAST V-0" OF CLEARANCE FROM THE
END OF THE STORMTRAP MODULE UNLESS NOTED OTHERWISE. ALL ACCESS OPENINGS
TO BE LOCATED ON INSIDE LEG UNLESS OTHERWISE SPECIFIED.
2. PLASTIC COATED STEEL STEPS PRODUCED BY M.A. INDUSTRIES PART #PS3-PFC OR
APPROVED EQUAL (SEE STEP DETAIL) ARE PROVIDED INSIDE ANY MODULE WHERE
DEEMED NECESSARY. THE HIGHEST STEP IN THE MODULE IS TO BE PLACED A
DISTANCE OF V-0" FROM THE INSIDE EDGE OF THE STORMTRAP MODULES. ALL
ENSUING STEPS SHALL BE PLACED AT A DISTANCE BETWEEN 10" MIN AND 14" MAX
BETWEEN THEM. STEPS MAY BE MOVED OR ALTERED TO AVOID OPENINGS OR OTHER
IRREGULARITIES IN THE MODULE.
3. STORMTRAP LIFTING INSERTS MAY BE RELOCATED TO AVOID INTERFERENCE WITH
ACCESS OPENINGS OR THE CENTER OF GRAVITY OF THE MODULE AS NEEDED.
4. STORMTRAP ACCESS OPENINGS MAY BE RELOCATED TO AVOID INTERFERENCE WITH
INLET AND/OP: OUTLET PIPE OPENINGS SO PLACEMENT OF STEPS IS ATTAINABLE.
5. ACCESS OPENINGS SHOULD BE LOCATED IN ORDER TO MEET THE APPROPRIATE
MUNICIPAL REQUIREMENTS. STORMTRAP RECOMMENDS AT LEAST TWO ACCESS
OPENINGS PER SYSTEM FOR ACCESS AND INSPECTION.
6. USE PRECAST ADJUSTING RINGS AS NEEDED TO MEET GRADE. STORMTRAP
RECOMMENDS FOR COVER OVER 2' TO USE PRECAST BARREL OR CONE INSPECTIONS.
(PROVIDED BY OTHERS)
RECOMMENDED
PIPE OPENING SPECIFICATION
1. MINIMUM EDGE DISTANCE FOR AN OPENING ON THE OUTSIDE WALL SHALL BE NO LESS
THAN 1'-0".
2. MAXIMUM OPENING SIZE TO BE DETERMINED BY THE MODULE HEIGHT. PREFERRED
OPENING SIZE:0 36" OR LESS. ANY OPENING NEEDED THAT DOES NOT FIT THIS
CRITERIA SHALL BE BROUGHT TO THE ATTENTION OF STORMTRAP FOR REVIEW.
3. CONNECTING PIPES SHALL BE INSTALLED WITH A V-0" CONCRETE COLLAR, AND AN
AGGREGATE CRADLE FOR AT LEAST ONE PIPE LENGTH (SEE PIPE CONNECTION DETAIL).
A STRUCTURAL GRADE CONCRETE OR HIGH STRENGTH, NON -SHRINK GROUT WITH A
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI SHALL BE USED.
4. THE ANNULAR. SPACE BETWEEN THE PIPE AND THE HOLE SHALL BE FILLED WITH HIGH
STRENGTH NON -SHRINK GROUT.
RECOMMENDED PIPE
INSTALLATION INSTRUCTIONS
NG DETAIL
CONNECTION HOOKS PROVIDED BY
STORMTRAP AND INSTALLED BY
CONTRACTOR (SEE: DETAIL 6)
HOOK CO
TO
SIDE OF STORMTRAP MODULE
END PANEL LIFTING DETAIL
-ING DETAIL
HIGH STRENGTH,
NON -SHRINK GROUT
HIGH STRENGTH,
NON -SHRINK GROUT
HIGH STRENGTH,
NON -SHRINK GROUT
1. CLEAN AND LIGHTLY LUBRICATE ALL OF THE PIPE TO BE INSERTED INTO STORMTRAP.
IF A PIPE IS PROPOSED
2. IF PIPE IS CUT, CARE SHOULD BE TAKEN TO ALLOW NO SHARP EDGES. BEVEL AND
AT THE SYSTEM INVERT,
LUBRICATE LEAD END OF PIPE.
NOTCH PIPE TO ALLOW
PIPE INVERT TO MEET
SYSTEM INVERT
3. ALIGN CENTER OF PIPE TO CORRECT ELEVATION AND INSERT INTO OPENING.
NOTE: ALL ANCILLARY PRODUCTS/SPECIFICATIONS RECOMMENDED AND SHOWN ON THIS
SHEET ARE RECOMMENDATIONS ONLY AND SUBJECT TO CHANGE PER THE INSTALLING
CONTRACTOR AND/OR PER LOCAL MUNICIPAL CODE/REQUIREMENTS.
PIPE CONNECTION DETAIL
PANEL CONNECTION
ELEVATION VIEW
PRECAST CONCRETE ADJUSTING RINGS,
BARREL OR CONE SECTIONS AS NEEDED
SEE RECOMMENDED ACCESS OPENING
SPECIFICATION NOTE 6. (SUPPLIED BY OTHERS)
NON -SHRINK GRC
SIDE OF END PANEL
RISER / STAIR DETAIL
�1'-4"� MEETS:
OPSS 1351.08.02
1 6 ASTQM C-478.95a
ASTM D4-101.95b
AASHTO M-199
ASTM 4A-15
1'-5' 10"
�V_44"� �7��
STEP 1
STEP 2
DETAIL 6
.SormTrap®
IATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
SAND FILTER
LEXINGTON, NC
CURRENT ISSUE DATE:
F6/26/2019
ISSUED FOR:
FPRELIMINARY
REV.
DATE:
ISSUED FOR:
gWN
C�
6/26/2019
PRELIMINARY
JW
2
4/18/2019
PRELIMINARY
JW
1
3/20/2019
PRELIMINARY
RL
SCALE:
I NTS
SHEET TITLE:
DOUBLETRAP
INSTALLATION
SPECIFICATIONS
SHEET NUMBER:
3ml
(COVER AS StormTrap®
=D BY ENGINEER
=D BY OTHERS) PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
SAND FILTER
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR:
OWN
6/26/2019
PRELIMINARY
JW
2
4/18/2019
PRELIMINARY
JW
1
3/20/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
RECOMMENDED
PIPE / ACCESS
OPENING
SPECIFICATIONS
SHEET NUMBER:
Soo
ZONE CHART
ZONES
ZONE DESCRIPTIONS
REMARKS
#5 (4") STONE AGGREGATE
ZONE 1
FOUNDATION AGGREGATE
(SEE NOTE 4 FOR DESCRIPTION)
UNIFIED SOILS CLASSIFICATION
ZONE 2
BACKFILL
(GW, GP, SW, SP) - SEE BELOW FOR
APPROVED BACKFILL OPTIONS
ZONE 3
FINAL COVER OVERTOP
MATERIALS NOT TO EXCEED
120 PCF
FILL DEPTH
TRACK WIDTH
MAX VEHICLE
WEIGHT (KIPS)
MAX GROUND
PRESSURE
12"
12"
51.8
1690 psf
18"
56.1
1219 psf
24"
68.1
1111 psf
30"
1 76.7
1 1000 psf
36"
85.0
924 psf
NOTE:
TRACK LENGTH NOT TO EXCEED 15'-4".
ONLY TWO TRACKS PER VEHICLE.
APPROVED ZONE 2 BACKFILL OPTIONS
OPTION
REMARKS
THE STONE AGGREGATE SHALL CONSIST OF WASHED, CLEAN AND FREE DRAINING ANGULAR
3,, STONE
MATERIAL. THE SIZE OF THIS MATERIAL SHALL HAVE 100% PASSING THE 1" SIEVE WITH 0% TO
AGGREGATE
5% PASSING THE #8 SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM NATIVE MATERIAL
USING GEOFABRIC AROUND THE PERIMETER OF THE BACKFILL (ASTM SIZE #57) AS DETERMINED
BY THE GEOTECHNICAL ENGINEER.
IMPORTED PURE SAND IS PERMITTED TO BE USED AS BACKFILL IF IT IS CLEAN AND FREE
SAND
DRAINING. THE SAND USED FOR BACKFILLING SHALL HAVE LESS THAN 40% PASSING #40 SIEVE
AND LESS THAN 5% PASSING #200 SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM NATIVE
MATERIAL USING GEOFABRIC AROUND THE PERIMETER OF THE SAND BACKFILL.
CRUSHED
CLEAN, FREE DRAINING CRUSHED CONCRETE AGGREGATE MATERIAL CAN BE USED AS BACKFILL FOR
CONCRETE
STORMTRAP'S MODULES. THE SIZE OF THIS MATERIAL SHALL HAVE 100% PASSING THE 1" SIEVE WITH
AGGREGATE
0% TO 5% PASSING THE #8 SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM NATIVE MATERIAL
USING GEOFABRIC AROUND THE PERIMETER OF THE BACKFILL.
STONE AGGREGATE 100% PASSING THE 1-1/2" SIEVE WITH LESS THAN 12% PASSING THE #200
ROAD PACK
SIEVE (ASTM SIZE #467). GEOFABRIC AS PER GEOTECHNICAL ENGINEER RECOMMENDATION.
i
MOANDERSON
ENGINEERING
EMPLOYL_ OWNED
ENGINEERS • SURVEYORS • LABORATORIES • DRILLING
2045 W. WOODLAND • SPRINGFIELD, MISSOURI 658079 PHONE [phone]
MO ANDERSON COA# F-0972 • AARON HARGRAVE PE#049021
www.andersonen ineerin inc.com
DWG BY' DJ PROJ # 18SP119289
STORMTRAP ZONE INSTALLATION SPECIFICATIONS/PROCEDURES
1. THE FILL PLACED AROUND THE STORMTRAP MODULES MUST DEPOSITED ON BOTH SIDES AT THE SAME TIME AND TO
APPROXIMATELY THE SAME ELEVATION. AT NO TIME SHALL THE FILL BEHIND ONE SIDE WALL BE MORE THAN 2'-0"
HIGHER THAN THE FILL ON THE OPPOSITE SIDE. BACKFILL SHALL EITHER BE COMPACTED AND/OR VIBRATED TO
ENSURE THAT BACKFILL AGGREGATE/STONE MATERIAL IS WELL SEATED AND PROPERLY INTER LOCKED. CARE SHALL BE
TAKEN TO PREVENT ANY WEDGING ACTION AGAINST THE STRUCTURE, AND ALL SLOPES WITHIN THE AREA TO BE
BACKFILLED MUST BE STEPPED OR SERRATED TO PREVENT WEDGING ACTION. CARE SHALL .ALSO BE TAKEN AS NOT TO
DISRUPT THE JOINT WRAP FROM THE JOINT DURING THE BACKFILL PROCESS. BACKFILL MUST BE FREE -DRAINING
MATERIAL. SEE ZONE 2 BACKFILL CHART ON THIS PAGE FOR APPROVED BACKFILL OPTIONS. IF NATIVE EARTH IS
SUSCEPTIBLE TO MIGRATION, CONFIRM WITH GEOTECHNICAL ENGINEER AND PROVIDE PROTECTION AS REQUIRED
(PROVIDED BY OTHERS).
2. DURING PLACEMENT OF MATERIAL OVERTOP THE SYSTEM, AT NO TIME SHALL MACHINERY BE USED OVERTOP THAT
EXCEEDS THE DESIGN LIMITATIONS OF THE SYSTEM. WHEN PLACEMENT OF MATERIAL OVERTOP, MATERIAL SHALL BE
PLACED SUCH THAT THE DIRECTION OF PLACEMENT IS PARALLEL WITH THE OVERALL LONGITUDINAL DIRECTION OF
THE SYSTEM WHENEVER POSSIBLE.
3. THE FILL PLACED OVERTOP THE SYSTEM SHALL BE PLACED AT A MINIMUM OF 6" LIFTS. AT NO TIME SHALL MACHINERY
OR VEHICLES GREATER THAN THE DESIGN HS-20 LOADING CRITERIA TRAVEL OVERTOP THE SYSTEM WITHOUT THE
MINIMUM DESIGN COVERAGE. IF TRAVEL IS NECESSARY OVERTOP THE SYSTEM PRIOR TO ACHIEVING THE MINIMUM
DESIGN COVER, IT MAY BE NECESSARY TO REDUCE THE ULTIMATE LOAD/BURDEN OF THE OPERATING MACHINERY SO
AS TO NOT EXCEED THE DESIGN CAPACITY OF THE SYSTEM. IN SOME CASES, IN ORDER TO ACHIEVE REQUIRED
COMPACTION, HAND COMPACTION MAY BE NECESSARY IN ORDER NOT TO EXCEED THE ALLOTTED DESIGN LOADING.
SEE CHART FOR TRACKED VEHICLE WIDTH AND ALLOWABLE MAXIMUM PRESSURE PER TRACK.
4. STONE AGGREGATE FOUNDATION IN ZONE 1 MAY BE REQUIRED FOR THE FOLLOWING:
A.) INFILTRATION - IF INFILTRATION IS REQUIRED, A FREE DRAINING MATERIAL SHALL BE USED AT A DEPTH
DETERMINED BY THE EOR. FREE DRAINING AGGREGATE IS DEFINED AS 80% AGGREGATE RETAINED ON '/z" SIEVE,
MAJORITY OF AGGREGATE SIZE BETWEEN 'h" AND 1", AND ONLY 5% OF MATERIAL PASSING #3/8" SIEVE.
B.) LEVELING STORMTRAP RECOMMENDS STONE SUBBASE FOR LEVELING PURPOSES ONLY (OPTIONAL).
GEOFABRIC/GEOTEXTILE GIEOFABRIC/GEOTEXTILE
- - - - - - - - - - - AS REQUIRED PER APPROVED
AS REQUIRED PER APPROVED - - - - - - - - - - Q
ZONE 2 BACKFILL OPTIONS. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- ZONE 2 BACKFILL OPTIONS.
------------------------------------_ZONE3--- _--------------------------------- _-
II
STEPPED OR SERRATED AND
APPLICABLE OSHA REQUIREMENTS
(SEE INSTALLATION SPECIFICATIONS)
NOTES:
1. OPENING LOCATIONS AND SHAPES MAY VARY.
2. SP - INDICATES A MODULE WITH MODIFICATIONS.
3. P - INDICATES A MODULE WITH A PANEL ATTACHMENT.
4. POCKET WINDOW OPENINGS ARE OPTIONAL.
ZONE 2
C4iLl�i�
BACKFILL DETAIL
TYPE II
ChIP1 nAPIC1
ZONE 2
StormTrap®
PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P: 815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
SAND FILTER
LEXINGTON, INC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR:
gWN
3�
6/26/2019
PRELIMINARY
JW
2
4/18/2019
PRELIMINARY
JW
1
3/20/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
DOUBLETRAP
BACKFILL
SPECIFICATIONS
SHEET NUMBER:
400
StormTrap®
PATENTS LISTED AT: [HTTP://STORMTPAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
SAND FILTER
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
F7 PRELIMINARY
REV.
DATE:
ISSUED FOR'
OWN
3\
6/26/2019
PRELIMINARY
JW
2
4/18/2019
PRELIMINARY
JW
1
3/20/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
DOUBLETRAP
MODULE TYPES
SHEET NUMBER:
6mO
CAIR�I
SEAL
049021
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REVISION
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C1.8

StormTrap0
MODULAR CONCRETE
STORMWATER MANAGEMENT
O' REI LLY AUTO PARTS
LEXINGTON NC
BILL OF MATERIALS
QTY.
UNITTYPE
DESCRIPTION
WEIGHT
0
I
7' 6" SINGLETRAP
18998
7
II
T-6" SINGLETRAP
23403
0
III
T-6" SINGLETRAP
20873
13
IV
T-6" SINGLETRAP
23075
0
VII
T-6" SINGLETRAP
22747
1
SPIV
T-6" SINGLETRAP
VARIES
7
PANEL
6" THICK PANELS
VARIES
5
JOINT WRAP
150' PER ROLL
0
JOINT TAPE
14.5' PER ROLL
LOADING DISCLAIMER:
STORMTRAP IS NOT DESIGNED TO ACCEPT ANY ADDITIONAL LOADINGS
FROM NEARBY STRUCTURES NEXT TO OR OVER THE TOP OF STORMTRAP.
IF ADDITIONAL LOADING CONSIDERATIONS ARE REQUIRED FOR
STRUCTURAL DESIGN OF STORMTRAP, PLEASE CONTACT STORMTRAP
IMMEDIATELY.
10' -
30'
------ (SEE NOTE_7j
THESE DRAWINGS ARE FOR YOUR REFERENCE ONLY AND SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES. THE STORMTRAP DRAWINGS SHALL NOT BE ALTERED OR
MANIPULATED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF STORMTRAP. USE OF
THESE DRAWINGS IS STRICTLY GRANTED TO YOU, OUR CLIENT, FOR THE SPECIFIED AND NAMED
P ROJ ECT 0 N LY.
SHEET INDEX
PAGE
DESCRIPTION
0.0
COVER SHEET
1.0
SINGLETRAP DESIGN CRITERIA
2.0
SINGLETRAP SYSTEM LAYOUT
3.0
SINGLETRAP INSTALLATION SPECIFICATIONS
3.1
SINGLETRAP INSTALLATION SPECIFICATIONS
4.0
SINGLETRAP BACKFILL SPECIFICATIONS
5.0
RECOMMENDED PIPE/ACCESS OPENING SPECIFICATIONS
6.0
SPLASH PAD & GEOWEB DETAILS
7.0
SINGLETRAP MODULE TYPES
StormTrap®
'ATENTS LISTED AT: rHTTP://STORMTRAP.COM/PATENT1
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
STORMTRAP CONTACT INFORMATION
417-866-2741
PROJECT INFORMATION:
STORM TRAP SUPPLIER: STORMTRAP
CONTACT NAME: AARON LOWELL
O'REILLY AUTO PARTS #4
CELL PHONE: [phone]
SALES EMAIL: [e-mail]
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR.-
BWN
2�
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
000
DESIGN CRITERIA
ALLOWABLE MAX GRADE = 867.25
StormTraw
ALLOWABLE MIN GRADE = 863.00
INSIDE HEIGHT ELEVATION = 861.70
SYSTEM INVERT = 854.20
PATENTS LISTED AT: [HTTP:HSTORMTRAP.COM/PATENT]
NOTES:
1287 WINDHAM PARKWAY
1. DIMENSIONING OF STORMTRAP SYSTEM SHOWN BELOW ALLOW FOR A 3/4" GAP
ROMEOVILLE, IL 60446
BETWEEN EACH MODULE.
P:815-941-4549 / F:331-318-5347
2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS.
ENGINEER INFORMATION:
3. SEE SHEET 3.0 FOR INSTALLATION SPECIFICATIONS.
ANDERSON ENGINEERING
4. SP - INDICATES A MODULE WITH MODIFICATIONS.
2045 W WOODLAND ST
5. P - INDICATES A MODULE WITH A PANEL ATTACHMENT.
6. CONTRACTORS RESPONSIBILITY TO ENSURE CONSISTENCY/ACCURACY TO FINAL
SPRINGFIELD, MO
ENGINEER OF RECORD PLAN SET.
417-86C-2741
7. IF WATERTIGHT SOLUTION IS REQUIRED FOR THIS OUTLET CONTROL
PROJECT INFORMATION:
STRUCTURE, STORMTRAP RECOMMENDS THE USE OF XYPEX OR SIKAFLEX
MATERIALS (OR APPROVED EQUIVALENT). WATERPROOFING MATERIALS TO BE
O'REILLY AUTO PARTS #4
SUPPLIED AND INSTALLED BY THE INSTALLING CONTRACTOR. CONTACT
STORMTRAP FOR A LIST OF APPROVED APPLICATORS.
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
C6/26/2019
ISSUED FOR:
CPRELIMINARY
62
REV.
DATE:
ISSUED FOR:
BWN
LL
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
C NTS
SHEET TITLE:
SINGLETRAP
LAYOUT DETAILS
SHEET NUMBER:
2mO
STRUCTURAL DESIGN LOADING CRITERIA
LIVE LOADING:
AASHTO HS-20 HIGHWAY LOADING
GROUND WATER TABLE:
BELOW INVERT OF SYSTEM
SOIL BEARING PRESSURE:
4000 PSF
SOIL DENSITY:
120 PCF
EQUIVALENT UNSATURATED
LATERAL ACTIVE EARTH PRESSURE:
35 PSF / FT.
EQUIVALENT SATURATED
LATERAL ACTIVE EARTH PRESSURE:
80 PSF/FT. (IF WATER TABLE PRESENT)
APPLICABLE CODES:
ASTM C857
ACI-318
BACKFILL TYPE:
SEE SHEET 4.0 FOR BACKFILL OPTIONS
STORMTRAP SYSTEM INFORMATION
WATER STORAGE PROV: 15,007.67 CUBIC FEET
UNIT HEADROOM: T-6" SINGLETRAP
UNIT QUANTITY: 21 TOTAL PIECES
SEE SHEET 4.0FOR L------- ------ ------
BACKFILL SPECIFICATIONS 0.70' _ _ _ _
ml
MIN.4000 PSF BEARING CAPACITY
TO BE VERIFIED IN FIELD BY OTHERS
STORMTRAP INSTALLATION SPECIFICATIONS
1. STORMTRAP SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C891 STANDARD PRACTICE FOR INSTALLATION OF
UNDERGROUND PRE -CAST CONCRETE UTILITY STRUCTURES. THE FOLLOWING ADDITIONS AND/OR EXCEPTIONS SHALL APPLY:
2. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT PROPER/ADEQUATE EQUIPMENT IS USED TO
SET/INSTALL THE MODULES.
3. THE AGGREGATE FOUNDATION HAS BEEN DESIGNED BASED ON THE FOLLOWING ASSUMPTIONS. THESE ASSUMPTIONS WILL
NEED TO BE VERIFIED BY A GEOTECHNICAL ENGINEER WHICH WILL NEED TO BE EMPLOYED BY THE OWNER.
3.1. A QUALIFIED GEOTECHNICAL ENGINEER WILL BE EMPLOYED, BY OWNER, TO PROVIDE ASSISTANCE IN EVALUATING THE
EXISTING SOIL CONDITIONS BELOW THE PROPOSED ENGINEERED STONE FOUNDATION. IF A STONE FOUNDATION DESIGN
IS TO BE USED, THE BEARING PRESSURE OF THE SOILS BELOW THE STONE WILL NEED TO MEET OR EXCEED ALLOWABLE
CAPACITY. IF THIS IS NOT POSSIBLE, THE STONE FOUNDATION MAY NOT BE AN OPTION FOR THIS LOCATION.
3.2. A QUALIFIED GEOTECHNICAL ENGINEER WILL BE EMPLOYED, BY OWNER, TO EVALUATE A SOURCE OF STONE AGGREGATES
THAT WILL BE PLACED ON PROPERLY COMPACTED SOILS (SEE SHEET 1.0 FOR SOIL BEARING CAPACITY REQUIREMENTS).
THE AGGREGATE BASE COURSE FOR WHICH THE STORMTRAP SYSTEM WILL BEAR DIRECTLY ON SHALL CONSIST OF A 3"
THICK BED OF 4' DIAMETER ANGULAR STONE, WELL COMPACTED AND SEATED, WITH NO FINES. AND A V-3" THICK BED OF
3" DIAMETER STONE AGGREGATE (SEE SHEET 4.0 FOR FURTHER DESCRIPTION/EXPLANATION). PLEASE NOTE THAT THESE
ARE ONLY MINIMUM RECOMMENDATIONS AND A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE USED TO DETERMINE THE
EXACT REQUIREMENTS FOR THE LOCATIONS THAT THE STORMTRAP SYSTEM IS TO BE LOCATED.
3.3. THE CONTRACTOR SHALL REMOVE ANY AND ALL EXPANDABLE OR COLLAPSIBLE SOILS AT THE DIRECTION OF A QUALIFIED
GEOTECHNICAL ENGINEER.
3.4. THE AGGREGATE FOUNDATION SHALL BE INSTALLED SUCH THAT THE AGGREGATE EXTENDS A MINIMUM OF 2'-0" PAST THE
OUTSIDE OF THE SYSTEM (SEE DETAIL 1).
3.5. THE 4" AGGREGATE SHALL BE COMPACTED USING A VIBRATING ROLLER WITH ITS' FULL DYNAMIC FORCE APPLIED TO
ACHIEVE A FLAT SURFACE.
3.6. DISK, DRY AND COMPACT THE TOP 8" OF THE SUBGRADE SOILS TO 95% OF THE STANDARD DRY DENSITY AND 110%
OPTIMUM MOISTURE CONTENT.
3.7. AGGREGATE SHALL BE GRADED WITHIN +/- 4" OF THE GRADE SHOWN ON THE PLANS.
3.8. MINIMUM SOIL BEARING CAPACITY LISTED ON SHEET 1.0 SHALL BE VERIFIED IN FIELD BY OTHERS.
4. THE STORMTRAP MODULES SHALL BE PLACED SUCH THAT THE MAXIMUM SPACE BETWEEN ADJACENT MODULES DOES NOT
EXCEED 4° (SEE DETAIL 2). IF THE SPACE EXCEEDS 4", THE MODULES SHALL BE RESET WITH APPROPRIATE ADJUSTMENT MADE
TO LINE AND GRADE TO BRING THE SPACE INTO SPECIFICATION.
5. STORMTRAP MODULES ARE NOT WATERTIGHT. IF A WATERTIGHT SOLUTION IS REQUIRED, CONTACT STORMTRAP FOR
RECOMMENDATIONS. THE WATERTIGHT APPLICATION IS TO BE PROVIDED AND IMPLEMENTED BY THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE SELECTED WATERTIGHT SOLUTION PERFORMS AS SPECIFIED BY THE
MANUFACTURER.
6. ALL EXTERIOR JOINTS BETWEEN ADJACENT STORMTRAP MODULES SHALL BE SEALED WITH 8" WIDE PRE -FORMED,
COLD -APPLIED, SELF -ADHERING ELASTOMERIC RESIN, BONDED TO A WOVEN , HIGHLY PUNCTURE RESISTANT POLYMER WRAP,
CONFORMING TO ASTM C891 AND SHALL BE INTEGRATED WITH PRIMER SEALANT AS APPROVED BY STORMTRAP (SEE DETAILS 3
& 4). THE JOINT WRAP DOES NOT PROVIDE A WATERTIGHT SEAL. THE SOLE PURPOSE OF THE JOINT WRAP IS TO PROVIDE A
SILT AND SOIL TIGHT SYSTEM. THE ADHESIVE EXTERIOR JOINT WRAP SHALL BE INSTALLED ACCORDING TO THE FOLLOWING
INSTALLATION INSTRUCTIONS:
6.1. USE A BRUSH OR WET CLOTH TO THOROUGHLY CLEAN THE OUTSIDE SURFACE AT THE POINT WHERE THE JOINT WRAP IS
TO BE APPLIED.
6.2. A RELEASE PAPER PROTECTS THE ADHESIVE SIDE OF THE JOINT WRAP. PLACE THE ADHESIVE TAPE (ADHESIVE SIDE
DOWN) AROUND THE STRUCTURE, REMOVING THE RELEASE PAPER AS YOU GO. PRESS THE JOINT WRAP FIRMLY AGAINST
THE STORMTRAP MODULE SURFACE WHEN APPLYING.
7. IF THE CONTRACTOR NEEDS TO CANCEL ANY SHIPMENTS, THEY MUST DO SO 48 HOURS PRIOR TO THEIR SCHEDULED ARRIVAL
AT THE JOB SITE. IF CANCELED AFTER THAT TIME, PLEASE CONTACT THE PROJECT MANAGER.
8. IF THE STORMTRAP MODULE(S) IS DAMAGED IN ANY WAY PRIOR, DURING, OR AFTER INSTALL, STORMTRAP, MUST BE
CONTACTED IMMEDIATELY TO ASSESS THE DAMAGE AND TO DETERMINE WHETHER OR NOT THE MODULE(S) WILL NEED TO BE
REPLACED. IF ANY MODULE ARRIVES AT THE JOBSITE DAMAGED DO NOT UNLOAD IT; CONTACT STORMTRAP, IMMEDIATELY.
ANY DAMAGE NOT REPORTED BEFORE THE TRUCK IS UNLOADED WILL BE THE CONTRACTOR'S RESPONSIBILITY.
9. STORMTRAP MODULES CANNOT BE ALTERED IN ANY WAY AFTER MANUFACTURING WITHOUT WRITTEN CONSENT FROM
STORMTRAP.
MOANDERSON
ENGINEERING
EMPLOYL_ OWNED
ENGINEERS • SURVEYORS • LABORATORIES • DRILLING
gn45 \A/ \/VnnnI ANn • SPRINC;FIFI n NAISSn1 TRI F5RI)7• PHONE (4171 RRR-9741
MO ANDERSON COA# F-0972 • AARON HARGRAVE PE#049021
www.andersonengineeringinc.com
DWG BY' DJG PROJ # 18SP10289
SITE SPECIFIC DESIGN CRITERIA
1. STORMTRAP UNITS SHALL BE MANUFACTURED AND INSTALLED ACCORDING TO SHOP DRAWINGS APPROVED BY THE
INSTALLING CONTRACTOR AND ENGINEER OF RECORD. THE SHOP DRAWINGS SHALL INDICATE SIZE AND LOCATION OF
ROOF OPENINGS AND INLET/ OUTLET PIPE TYPES, SIZES, INVERT ELEVATIONS AND SIZE OF OPENINGS.
2. COVER RANGE: MIN. 0.70' MAX. 4.95' CONSULT STORMTRAP FOR ADDITIONAL COVER OPTIONS.
3. ALL DIMENSIONS AND SOIL CONDITIONS, INCLUDING BUT NOT LIMITED TO GROUNDWATER AND SOIL BEARING CAPACITY
ARE REQUIRED TO BE VERIFIED IN THE FIELD BY OTHERS PRIOR TO STORMTRAP INSTALLATION.
4. FOR STRUCTURAL CALCULATIONS THE GROUND WATER TABLE IS ASSUMED TO BE BELOW INVERT OF SYSTEM .
IF WATER TABLE IS DIFFERENT THAN ASSUMED, CONTACT STORMTRAP.
3" CRUSHED ANGULAR STONE
WITH NO FINES (SEE SHEET 4.0)
4" CRUSHED ANGULAR STONE
WITH NO FINES (SEE SHEET 4.0)
T-6r' SINGLETRAP
8" WIDE JOINT WP^O
(SEE NOTE
TOP OF STORMTRAP
8" WIDE JOINT WRAP
(SEE NOTE 6)
DETAIL 2
DETAIL 4
DETAIL 1
ALLOWABLE MAX GRADE = 867.25
ALLOWABLE MIN GRADE = 863.00
4.95'
6"
6"
HWL = 861.70
T-6" SINGLETRAP
SYSTEM INVERT = 854.20
3"
1'-3"
2'-0" MIN. EXTENSION
EYOND PERIMETER OF
STORMTRAP MODULES
AGGREGATE BASE
(DEPTH VARIES)
°RHANG
')TE 31
StormTrap®
PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
.vtur mTrap-D
PATENTS LISTED AT: [HT-rP://STORMTRAP.COM/PATENT:
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
2�
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
SINGLETRAP
DESIGN
CRITERIA
SHEET NUMBER:
100
REV.
DATE:
ISSUED FOR:
BWN
L
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
SINGLETRAP
INSTALLATION
SPECIFICATIONS
SHEET NUMBER:
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COMM # 4177
DATE: 07-26-19
REVISION
DATE:
c 19

END PANEL ERECTION/INSTALLATION NOTES
1. END PANELS WILL BE SUPPLIED TO CLOSE OFF OPEN ENDS OF ROWS.
2. PANELS SHALL BE INSTALLED IN A TILT UP FASHION DIRECTLY ADJACENT TO OPEN
END OF MODULE (REFER TO SHEET 2.0 FOR END PANEL LOCATIONS).
3. CONNECTION HOOKS WILL BE SUPPLIED WITH END PANELS TO SECURELY
CONNECT PANEL TO ADJACENT STORMTRAP MODULE (SEE PANEL CONNECTION
ELEVATION VIEW).
4. ONCE CONNECTION HOOK IS ATTACHED, LIFTING CLUTCHES MAY BE REMOVED.
5. JOINT WRAP SHALL BE PLACED AROUND PERIMETER JOINT PANEL (SEE SHEET 3.0).
MODULE LIFTING DETAIL
RECOMMENDED
ACCESS OPENING SPECIFICATION
a k
HOOK co `
TO:
SIDE OF STORMTRAP MODULE
END PANEL LIFTING DETAIL
1. ATYPICAL ACCESS OPENING FOR THE STORMTRAP SYSTEM ARE 2'-0" IN DIAMETER.
ACCESS OPENINGS LARGER THAN T-0" IN DIAMETER NEED TO BE APPROVED BY
STORMTRAP. ALL OPENINGS MUST RETAIN AT LEAST V-0" OF CLEARANCE FROM THE
END OF THE STORMTRAP MODULE UNLESS NOTED OTHERWISE. ALL ACCESS OPENINGS
TO BE LOCATED ON INSIDE LEG UNLESS OTHERWISE SPECIFIED.
2. PLASTIC COATED STEEL STEPS PRODUCED BY M.A. INDUSTRIES PART #PS3-PFC OR
APPROVED EQUAL (SEE STEP DETAIL) ARE PROVIDED INSIDE ANY MODULE WHERE
DEEMED NECESSARY. THE HIGHEST STEP IN THE MODULE IS TO BE PLACED A DISTANCE
OF V-0" FROM THE INSIDE EDGE OF THE STORMTRAP MODULES. ALL ENSUING STEPS
SHALL BE PLACED AT A DISTANCE BETWEEN 10" MIN AND 14" MAX BETWEEN THEM,
STEPS MAY BE MOVED OR ALTERED TO AVOID OPENINGS OR OTHER IRREGULARITIES IN
THE MODULE.
3. STORMTRAP LIFTING INSERTS MAY BE RELOCATED TO AVOID INTERFERENCE WITH
ACCESS OPENINGS OR THE CENTER OF GRAVITY OF THE MODULE AS NEEDED.
4. STORMTRAP ACCESS OPENINGS MAY BE RELOCATED TO AVOID INTERFERENCE WITH
INLET AND/OR OUTLET PIPE OPENINGS SO PLACEMENT OF STEPS IS ATTAINABLE.
5. ACCESS OPENINGS SHOULD BE LOCATED IN ORDER TO MEET THE APPROPRIATE
MUNICIPAL REQUIREMENTS. STORMTRAP RECOMMENDS AT LEAST TWO ACCESS
HIGH STRENGTH,
OPENINGS PER SYSTEM FOR ACCESS AND INSPECTION.
NON -SHRINK GROUT
AT
IF A PIPE IPROPOSEAT THE
6. USE PRECAST ADJUSTING RINGS AS NEEDED TO MEET GRADE. STORMTRAP
SYSTEM INVEE RT, NOTCCH H TO
RECOMMENDS FOR COVER OVER 2' TO USE PRECAST BARREL OR CONE INSPECTIONS.
ALLOW PIPE :INVERT TO MEET
(PROVIDED BY OTHERS)
SYSTEM INVERT
RECOMMENDED
PIPE OPENING SPECIFICATION
1. MINIMUM EDGE DISTANCE FOR AN OPENING ON THE OUTSIDE WALL SHALL BE NO LESS
THAN 1'-0".
2. MAXIMUM OPENING SIZE TO BE DETERMINED BY THE MODULE HEIGHT. PREFERRED
OPENING SIZE IS 0 36" OR LESS. ANY OPENING NEEDED THAT DOES NOT FIT THIS
CRITERIA SHALL BE BROUGHT TO THE ATTENTION OF STORMTRAP FOR REVIEW.
3. CONNECTING PIPES SHALT_ BE INSTALLED WITH A V-0" CONCRETE COLLAR, AND AN
AGGREGATE CRADLE FOR AT LEAST ONE PIPE LENGTH (SEE PIPE CONNECTION DETAIL).
A STRUCTURAL GRADE CONCRETE OR HIGH STRENGTH, NON -SHRINK GROUT WITH A
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI SHALL BE USED.
4. THE ANNULAR SPACE BETWEEN THE PIPE AND THE HOLE SHALL BE FILLED WITH HIGH
STRENGTH NON -SHRINK GROUT.
RECOMMENDED PIPE
INSTALLATION INSTRUCTIONS
1. CLEAN AND LIGHTLY LUBRICATE ALL OF THE PIPE TO BE INSERTED INTO STORMTRAP.
2. IF PIPE IS CUT, CARE SHOULD BE TAKEN TO ALLOW NO SHARP EDGES. BEVEL AND
LUBRICATE LEAD END OF PIPE.
3. ALIGN CENTER OF PIPE TO CORRECT ELEVATION AND INSERT INTO OPENING.
NOTE: ALL ANCILLARY PRODUCTS/SPECIFICATIONS RECOMMENDED AND SHOWN ON THIS
SHEET ARE RECOMMENDATIONS ONLY AND SUBJECT TO CHANGE PER THE INSTALLING
CONTRACTOR AND/OR PER LOCAL MUNICIPAL CODE/REQUIREMENTS.
HIGH STRENGTH,
NON -SHRINK GROUT
HIGH STRENGTH,
NON -SHRINK GROUT
CONNECTION HOOKS PROVIDED BY
STORMTRAP AND INSTALLED BY
CONTRACTOR (SEE DETAIL 6)
SIDE OF END PANEL
PANEL CONNECTION
ELEVATION VIEW
PRECAST CONCRETE ADJUSTING RINGS,
BARREL OR CONE SECTIONS AS NEEDED
SEE RECOMMENDED ACCESS OPENING
SPECIFICATION NOTE 6. (SUPPLIED BY OTHERS)
NON -SHRINK GRC
WALL OF STORMTRAP
1'-O" x V-0" CONCRETE COLLAR
INLET/OUTLET PIPE
AGGREGATE CRADLE
WALL OF STORMTRAP
V-0" x V-0" CONCRETE COLLAR
INLET/OUTLET PIPE
AGGREGATE CRADLE
ffi_%llNml=lm17=ml II IIIII,,,III,,,III
PIPE CONNECTION DETAIL
STEP 1
STEP 2
DETAIL 6
RISER / STAIR DETAIL
�1'-4"
MEETS:
OPSS 1351.08.02
13/16'
BNQ
ASTM C-478.95a
ASTM D4-101.95b
AASHTO M-199
ASTM 4A-15
1'-5 1/2" 10 1/2"
1'-4 3/4" 7"
STEP DETAIL
COVER AS
=D BY ENGINEER
ED BY OTHERS)
StormTrapa
'ATE NTS LISTED AT: IHTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
F
ISSUED FOR:
CPRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
L2
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
17 NTS
SHEET TITLE:
SINGLETRAP
INSTALLATION
SPECIFICATIONS
SHEET NUMBER:
3ml
StormTrap®
PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
�2
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
RECOMMENDED
PIPE / ACCESS
OPENING
SPECIFICATIONS
SHEET NUMBER:
0
ZONE CHART
ZONES
ZONE DESCRIPTIONS
REMARKS
#5 (a") STONE AGGREGATE
ZONE 1 A
FOUNDATION AGGREGATE
(SEE NOTE 4 FOR DESCRIPTION)
3" STONE AGGREGATE
ZONE 1 B
FOUNDATION AGGREGATE
(SEE NOTE 5 FOR DESCRIPTION)
UNIFIED SOILS CLASSIFICATION
ZONE 2
BACKFILL
(GW, GP, SW, SP) - SEE BELOW FOR
APPROVED BACKFILL OPTIONS
ZONE 3
FINAL COVER OVERTOP
MATERIALS NOT TO EXCEED
120 PCF
FILL DEPTH
TRACK WIDTH
MAX VEHICLE
WEIGHT (KIPS)
MAX GROUND
PRESSURE
12"
12"
51.8
1690 psf
18"
56.1
1219 psf
24"
68.1
1111 psf
30"
76.7
1000 psf
36"
85.0
924 psf
APPROVED ZONE 2 BACKFILL OPTIONS
OPTION
REMARKS
THE STONE AGGREGATE SHALL CONSIST OF WASHED, CLEAN AND FREE DRAINING ANGULAR
MATERIAL. THE SIZE OF THIS MATERIAL SHALL HAVE 100% PASSING THE 1" SIEVE WITH 0% TO
y' STONE
5% PASSING THE #8 SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM NATIVE MATERIAL
AGGREGATE
USING GEOFABRIC AROUND THE PERIMETER OF THE BACKFILL (ASTM SIZE #57) AS DETERMINED
BY THE GEOTECHNICAL ENGINEER.
IMPORTED PURE SAND IS PERMITTED TO BE USED AS BACKFILL IF IT IS CLEAN AND FREE
SAND
DRAINING. THE SAND USED FOR BACKFILLING SHALL HAVE LESS THAN 40% PASSING #40 SIEVE
AND LESS THAN 5% PASSING #200 SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM NATIVE
MATERIAL USING GEOFABRIC AROUND THE PERIMETER OF THE SAND BACKFILL.
CRUSHED
CLEAN, FREE DRAINING CRUSHED CONCRETE AGGREGATE MATERIAL CAN BE USED AS BACKFILL FOR
CONCRETE
STORMTRAP'S MODULES. THE SIZE OF THIS MATERIAL SHALL HAVE 100% PASSING THE 1" SIEVE WITH
AGGREGATE
0% TO 5% PASSING THE #8 SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM NATIVE MATERIAL
USING GEOFABRIC AROUND THE PERIMETER OF THE BACKFILL.
STONE AGGREGATE 100% PASSING THE 1-1/2" SIEVE WITH LESS THAN 12% PASSING THE #200
ROAD PACK
SIEVE (ASTM SIZE #467). GEOFABRIC AS PER GEOTECHNICAL ENGINEER RECOMMENDATION.
NOTE:
TRACK LENGTH NOT TO EXCEED 15'-4".
ONLY TWO TRACKS PER VEHICLE.
i
MOANDERSON
ENGINEERING
EMPLOYL_ OWNED
ENGINEERS • SURVEYORS • LABORATORIES • DRILLING
2045 W. WOODLAND • SPRINGFIELD, MISSOURI 658079 PHONE [phone]
MO ANDERSON COA# F-0972 • AARON HARGRAVE PE#049021
www.andersonengineeringinc.com
DWG BY: DJG PROJ # 18SP10289
STORMTRAP ZONE INSTALLATION SPECIFICATIONS/PROCEDURES
StormTrap®
1. THE FILL PLACED AROUND THE STORMTRAP MODULES MUST DEPOSITED ON BOTH SIDES AT THE
PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATEW]
SAME TIME AND TO APPROXIMATELY THE SAME ELEVATION. AT NO TIME SHALL THE FILL BEHIND ONE
SIDE WALL BE MORE THAN 2'-0" HIGHER THAN THE FILL ON THE OPPOSITE SIDE. BACKFILL SHALL
1287 WINDHAM PARKWAY
EITHER BE COMPACTED AND/OR VIBRATED TO ENSURE THAT BACKFILL AGGREGATE/STONE MATERIAL
ROMEOVILLE, IL 60446
IS WELL SEATED AND PROPERLY INTER LOCKED. CARE SHALL BE TAKEN TO PREVENT ANY WEDGING
P:815ROME 549 / F:331-318-5347
ACTION AGAINST THE STRUCTURE, AND ALL SLOPES WITHIN THE AREA TO BE BACKFILLED MUST BE
ENGINEER INFORMATION:
STEPPED OR SERRATED TO PREVENT WEDGING ACTION. CARE SHALL ALSO BE TAKEN AS NOT TO
DISRUPT THE JOINT WRAP FROM THE JOINT DURING THE BACKFILL PROCESS. BACKFILL MUST BE
FREE -DRAINING MATERIAL. SEE ZONE 2 BACKFILL CHART ON THIS PAGE FOR APPROVED BACKFILL
ANDERSON ENGINEERING
OPTIONS. IF NATIVE EARTH IS SUSCEPTIBLE TO MIGRATION, CONFIRM WITH GEOTECHNICAL
2045 W WOODLAND ST
ENGINEER AND PROVIDE PROTECTION AS REQUIRED (PROVIDED BY OTHERS).
2. DURING PLACEMENT OF MATERIAL OVERTOP THE SYSTEM, AT NO TIME SHALL MACHINERY BE USED
SPRINGFIELD, MO
OVERTOP THAT EXCEEDS THE DESIGN LIMITATIONS OF THE SYSTEM. WHEN PLACEMENT OF MATERIAL
OVERTOP, MATERIAL SHALL BE PLACED SUCH THAT THE DIRECTION OF PLACEMENT IS PARALLEL WITH
417-866-2741
THE OVERALL LONGITUDINAL DIRECTION OF THE SYSTEM WHENEVER POSSIBLE.
PROJECT INFORMATION:
3. THE FILL PLACED OVERTOP THE SYSTEM SHALL BE PLACED AT A MINIMUM OF 6" LIFTS. AT NO TIME
O'REILLY AUTO PARTS #4
SHALL MACHINERY OR VEHICLES GREATER THAN THE DESIGN HS-20 LOADING CRITERIA TRAVEL
OVERTOP THE SYSTEM WITHOUT THE MINIMUM DESIGN COVERAGE. IF TRAVEL IS NECESSARY
OVERTOP THE SYSTEM PRIOR TO ACHIEVING THE MINIMUM DESIGN COVER, IT MAY BE NECESSARY TO
DETENTION
REDUCE THE ULTIMATE LOAD/BURDEN OF THE OPERATING MACHINERY SO AS TO NOT EXCEED THE
DESIGN CAPACITY OF THE SYSTEM. IN SOME CASES, IN ORDER TO ACHIEVE REQUIRED COMPACTION,
HAND COMPACTION MAY BE NECESSARY IN ORDER NOT TO EXCEED THE ALLOTTED DESIGN LOADING.
LEXINGTON NC
SEE CHART FOR TRACKED VEHICLE WIDTH AND ALLOWABLE MAXIMUM PRESSURE PER TRACK.
4. FREE DRAINING AGGREGATE - 80% AGGREGATE RETAINED ON 12" SIEVE MAJORITY OF AGGREGATE
CURRENT ISSUE DATE:
SIZE BETWEEN z" AND 1" ONLY 5% OF MATERIAL PASSING #g SIEVE.
6/26/2019
5. FREE DRAINING, NO FINES, 3" AGGREGATE - MAJORITY OF STONE SIZE IN BETWEEN 112" AND 3" -
VERY SIMILAR TO AASHTO (#1, #2, #3, & #24) STONE AGGREGATE GRADATION.
ISSUED FOR:
PRELIMINARY
AS REQUIRED PER APPROVED - - - - - - - - - - - - - - - AS REQUIRED PER APPROVED
- - - - - - - - - - - - - - - - - - - - -
ZONE 2 BACKFILL OPTIONS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ZONE 2 BACKFILL OPTIONS.
-----------------------------------------------------------
-�_7�-----------------------------------ZONE3----------------------------------
-
- -----------------------------------------------------------------------------
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-III-I I- 4 A4.4 3 l n4 44 III -III -I
STEPPED OR SERRATED AND
APPLICABLE OSHA REQUIREMENTS
(SEE INSTALLATION SPECIFICATIONS)
NOTES:
1. THE APPROVED GEOWEB SHALL BE PRESTO GEOWEB (GW30V3). THE
GEOWEB NOMINAL DIMENSIONS SHALL BE 9-FT x 25-FT.
2. THE CONCRETE SPLASH PAD AND GEOWEB SHALL BE INSTALLED
PRIOR TO INSTALLATION OF THE STORMTRAP MODULES.
3. THE GEOWEB INFILL MATERIAL SHALL BE #5 AGGREGATE.
4. THE CONCRETE SPLASH PAD SHALL BE INSTALLED WITHIN THE
GEOWEB AND IS REQUIRED AT ALL PIPE ENTRY LOCATIONS.
5. THE GEOWEB EDGE SHALL BE INSTALLED 1-FT BEYOND THE OUTER
PERIMETER OF THE STORMTRAP SYSTEM.
6. THE GEOWEB LONGITUDINAL DIMENSION (25-FT) SHALL BE
INSTALLED PARALLEL TO THE STORMTRAP LEGS.
7. THE CONCRETE SPLASH PAD AND GEOWEB SHALL BE CENTERED AT
THE PIPE PENETRATION.
8. REFER TO SPLASH PAD LAYOUT FOR CONCRETE SPLASH PAD
DIMENSIONS.
9. IF ANY PRODUCT OTHER THAN PRESTO GEOWEB IS TO BE INSTALLED,
THE PRODUCT MANUFACTURER IS REQUIRED TO SUBMIT A LETTER
STATING THAT THE PRODUCT IS EQUAL OR BETTER THEN PRESTO
GEOWEB, BOTH IN PERFORMANCE AND IN STRUCTURAL CAPACITY.
10. ALL GEOWEB AND SPLASH PADS TO BE SUPPLIED AND INSTALLED BY
CONTRACTOR.
11. A CONCRETE SPLASH PAD IS REQUIRED AT ANY ACCESS OPENING
THAT HAS AN OPEN GRATE FOR DRAINAGE. THE CONCRETE SPLASH
PAD SHALL EXTEND BETWEEN THE UNIT LEG WALLS AND Y-0" FROM
THE CENTERLINE OF THE OPENING ON BOTH SIDES UNLESS
SPECIFIED OTHERWISE ON THE SPLASH PAD LAYOUT. GEOWEB IS
NOT REQUIRED UNDER ACCESS OPENINGS.
SPLASH PAD CONFIGURATION
3"
BACKFILL DETAIL
GEOWEB W/CONCRETE
SPLASH PAD (SEE NOTE 4)
GEOWEB W/AGGREGATE
FILL (SEE NOTE 3)
a.. •:'.. 3
1'-3"
SPLASH PAD DETAIL 3" AGGREGATE (SEE SHEET4.0)
RMTRAP
ACCESS OPENING u u u INTERIOR WALL DISTANCE EXTOERIOR WALL
BETWEEN LEGS
CONCRETE
SPLASH PAD O O
STORMTRAP
MODULE
STORMTRAP
INTERIOR WALL
AGGREGATE
FOUNDATION
PENETRATION
CONCRETE
SPLASH PAD
PIPE
PENETRATION
GEOWEB
�IxiPi9� 3
CONCRETE
SPLASH PAD
2X PIPE DIAMETER
;•� a
(2'-0" MIN)
PIPE
` �.�'% :�•:s� ;Z
DIAMETER
+`•
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2X PIPE DIAMETER
' '•t:
(2'-0' MIN)
.:•
PRESTO GEOWEB SPLASH PAD & GEOWEB
(GW30V3)
(BY OTHERS) PLAN VIEW - SIDE WALL
REV.
DATE:
ISSUED FOR:
BWN
2�
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
SINGLETRAP
BACKFILL
SPECIFICATIONS
SHEET NUMBER:
4mO]
STORMTRAP MODULE
CONCRETE SPLASH PAD
(BY OTHERS)
------------
PRESTO GEOWEB
(GW30V3)
(SUPPLIED AND
INSTALLED BY OTHERS)
AGGREGATE BASE
(BY OTHERS) PIPE (BY OTHERS)
PIPE (BY OTHERS)
STORMTRAP
WALL
PRESTO GEOWEB
(GW30V3)
(BY OTHERS)
ELEVATION AGGREGATE BASE (BY OTHERS)
SPLASH PAD & GEOWEB
PLAN VIEW - END PANEL
STORMTRAP
PANEL
STORMTRAP
WALL
5x PIPE DIAMETER
StormTrap®
PATENTS LISTED AT:[HT-rP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR.
BWN
2�
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
SPLASH PAD &
GEOWEB DETAILS
SHEET NUMBER:
6mO
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COMM # 4177
DATE: 07-26-19
REVISION
DATE:
C1.10

RECOMMENDED
ACCESS OPENING SPECIFICATION
I. A TYPICAL ACCESS OPENING FOR THE STORMTRAP SYSTEM ARE 2'-0" IN DIAMETER.
ACCESS OPENINGS LARGER THAN T-0" IN DIAMETER NEED TO BE APPROVED BY
STORMTRAP. ALL OPENINGS MUST RETAIN AT LEAST V-0" OF CLEARANCE FROM THE
END OF THE STORMTRAP MODULE UNLESS NOTED OTHERWISE. ALL ACCESS OPENINGS
TO BE LOCATED ON INSIDE LEG UNLESS OTHERWISE SPECIFIED.
2. PLASTIC COATED STEEL STEPS PRODUCED BY M.A. INDUSTRIES PART #PS3-PFC OR
APPROVED EQUAL (SEE STEP DETAIL) ARE PROVIDED INSIDE ANY MODULE WHERE
DEEMED NECESSARY. THE HIGHEST STEP IN THE MODULE IS TO BE PLACED A DISTANCE
OF V-0" FROM THE INSIDE EDGE OF THE STORMTRAP MODULES. ALL ENSUING STEPS
SHALL BE PLACED AT A DISTANCE BETWEEN 10" MIN AND 14" MAX BETWEEN THEM.
STEPS MAY BE MOVED OR ALTERED TO AVOID OPENINGS OR OTHER IRREGULARITIES IN
THE MODULE.
3. STORMTRAP LIFTING INSERTS MAY BE RELOCATED TO AVOID INTERFERENCE WITH
ACCESS OPENINGS OR THE CENTER OF GRAVITY OF THE MODULE AS NEEDED.
4. STORMTRAP ACCESS OPENINGS MAY BE RELOCATED TO AVOID INTERFERENCE WITH
INLET AND/OR OUTLET PIPE OPENINGS SO PLACEMENT OF STEPS IS ATTAINABLE.
5. ACCESS OPENINGS SHOULD BE LOCATED IN ORDER TO MEET THE APPROPRIATE
MUNICIPAL REQUIREMENTS. STORMTRAP RECOMMENDS AT LEAST TWO ACCESS
OPENINGS PER SYSTEM FOR ACCESS AND INSPECTION.
6. USE PRECAST ADJUSTING RINGS AS NEEDED TO MEET GRADE. STORMTRAP
RECOMMENDS FOR COVER OVER 2' TO USE PRECAST BARREL OR CONE INSPECTIONS.
(PROVIDED BY OTHERS)
RECOMMENDED
PIPE OPENING SPECIFICATION
1. MINIMUM EDGE DISTANCE FOR AN OPENING ON THE OUTSIDE WALL SHALL BE NO LESS
THAN V-0".
2. MAXIMUM OPENING SIZE TO BE DETERMINED BY THE MODULE HEIGHT. PREFERRED
OPENING SIZE IS 0 36" OR LESS. ANY OPENING NEEDED THAT DOES NOT FIT THIS
CRITERIA SHALL BE BROUGHT TO THE ATTENTION OF STORMTRAP FOR REVIEW.
3. CONNECTING PIPES SHALL BE INSTALLED WITH A V-0" CONCRETE COLLAR, AND AN
AGGREGATE CRADLE FOR AT LEAST ONE PIPE LENGTH (SEE PIPE CONNECTION DETAIL).
A STRUCTURAL GRADE CONCRETE OR HIGH STRENGTH, NON -SHRINK GROUT WITH A
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI SHALL BE USED.
4. THE ANNULAR SPACE BETWEEN THE PIPE AND THE HOLE SHALL BE FILLED WITH HIGH
STRENGTH NON -SHRINK GROUT.
RECOMMENDED PIPE
INSTALLATION INSTRUCTIONS
1. CLEAN AND LIGHTLY LUBRICATE ALL OF THE PIPE TO BE INSERTED INTO STORMTRAP.
2. IF PIPE IS CUT, CARE SHOULD BE TAKEN TO ALLOW NO SHARP EDGES. BEVEL AND
LUBRICATE LEAD END OF PIPE.
3. ALIGN CENTER OF PIPE TO CORRECT ELEVATION AND INSERT INTO OPENING.
NOTE: ALL ANCILLARY PRODUCTS/SPECIFICATIONS RECOMMENDED AND SHOWN ON THIS
SHEET ARE RECOMMENDATIONS ONLY AND SUBJECT TO CHANGE PER THE INSTALLING
CONTRACTOR AND/OR PER LOCAL MUNICIPAL CODE/REQUIREMENTS.
V r.I liii
NOTES:
1. OPENING LOCATIONS AND SHAPES MAY VARY.
2. SP - INDICATES A MODULE WITH MODIFICATIONS.
3. P - INDICATES A MODULE WITH A PANEL ATTACHMENT.
4. POCKET WINDOW OPENINGS ARE OPTIONAL.
PRECAST CONCRETE ADJUSTING RINGS,
BARREL OR CONE SECTIONS AS NEEDED
SEE RECOMMENDED ACCESS OPENING
SPECIFICATION NOTE 6. (SUPPLIED BY OTHERS)
NON -SHRINK GRC
HIGH STRENGTH,
NON -SHRINK GROUT
IF A PIPE IS PROPOSED AT THE
SYSTEM INVERT, NOTCH PIPE TO
ALLOW PIPE INVERT TO MEET
SYSTEM INVERT
RISER / STAIR DETAIL
COVER AS StormTrap®
ED BY ENGINEER
ED BY OTHERS) PATENTS LISTED AT: [HTTP://STORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, INC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV. DATE: ISSUED FOR: BWN
WALL OF STORMTRAP
l'-0" x V-0" CONCRETE COLLAR
HIGH STRENGTH, INLET/OUTLET PIPE
NON -SHRINK GROUT
.'' AGGREGATE CRADLE
HIGH STRENGTH, �:q•' �1'-4"MEETS:
NON -SHRINK GROUT OPSS 1351.08.02
13/16" BNQ
ASTM C-478.95a
ASTM D4-101.95b
,r.�•,A'• - - - 111111-11 2� 6/26/2019 PRELIMINARY JW
_ AASHTO M-199
-1I I -I I I1=I1 -III-III-III-III-III ASTM 4A-15 1 3/21/2019 PRELIMINARY RL
111=1TI=1 11=1 11=1 11=T� I I-11=1 I f=1
_ 11=1 I II M 11-1 I I -I I I-111=1 11=1 I M 11= SCALE:
_ 11 Ml I E1-111-111=111-1 I Il I Iq I I -I 11- 1'-51/2" 101/2°
I �II 11II-�J1 I--- I J J�-I I I I=III-1 -1-1--JII- NTS
I F I I- I -I I -I I I I I I- I -III -III -I I I I I I
fir'-4 3/4"� F7" SHEET TITLE:
RECOMMENDED
PIPE / ACCESS
PIPE CONNECTION DETAIL STEP DETAIL OPENING
SPECIFICATIONS
SHEET NUMBER:
L �.I lii�l
TYPE II
END PANEL
TYPE IV
END PANEL
Soo
StormTrap®
PATENTS LISTED AT:(HTTP:HSTORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549 / F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
A
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
SINGLETRAP
MODULE TYPES
SHEET NUMBER:
7mO
NOTES:
1. THE APPROVED GEOWEB SHALL BE PRESTO GEOWEB (GW30V3). THE
GEOWEB NOMINAL DIMENSIONS SHALL BE 9-FT x 25-FT.
2. THE CONCRETE SPLASH PAD AND GEOWEB SHALL BE INSTALLED
PRIOR TO INSTALLATION OF THE STORMTRAP MODULES,
3. THE GEOWEB INFILL MATERIAL SHALL BE #5 AGGREGATE.
4. THE CONCRETE SPLASH PAD SHALL BE INSTALLED WITHIN THE
GEOWEB AND IS REQUIRED AT ALL PIPE ENTRY LOCATIONS.
5. THE GEOWEB EDGE SHALL BE INSTALLED 1-FT BEYOND THE OUTER
PERIMETER OF THE STORMTRAP SYSTEM.
6. THE GEOWEB LONGITUDINAL DIMENSION (25-FT) SHALL BE
INSTALLED PARALLEL TO THE STORMTRAP LEGS.
7. THE CONCRETE SPLASH PAD AND GEOWEB SHALL BE CENTERED AT
THE PIPE PENETRATION.
8. REFER TO SPLASH PAD LAYOUT FOR CONCRETE SPLASH PAD
DIMENSIONS.
9. IF ANY PRODUCT OTHER THAN PRESTO GEOWEB IS TO BE INSTALLED,
THE PRODUCT MANUFACTURER IS REQUIRED TO SUBMIT A LETTER
STATING THAT THE PRODUCT IS EQUAL OR BETTER THEN PRESTO
GEOWEB, BOTH IN PERFORMANCE AND IN STRUCTURAL CAPACITY.
10. ALL GEOWEB AND SPLASH PADS TO BE SUPPLIED AND INSTALLED BY
CONTRACTOR.
11. A CONCRETE SPLASH PAD IS REQUIRED AT ANY ACCESS OPENING
THAT HAS AN OPEN GRATE FOR DRAINAGE. THE CONCRETE SPLASH
PAD SHALL EXTEND BETWEEN THE UNIT LEG WALLS AND T-0" FROM
THE CENTERLINE OF THE OPENING ON BOTH SIDES UNLESS
SPECIFIED OTHERWISE ON THE SPLASH PAD LAYOUT. GEOWEB IS
NOT REQUIRED UNDER ACCESS OPENINGS.
SPLASH PAD CONFIGURATION
ACCESS OPENING
CONCRETE
SPLASH PAD
STORMTRAP
MODULE
STORMTRAP
INTERIOR WALL
AGGREGATE
FOUNDATION
PENETRATION
rE
DAD
TION
-E
)AD
GEOWEB W/CONCRETE
SPLASH PAD (SEE NOTE 4)
GEOWEB W/AGGREGATE
FILL (SEE NOTE 3)
SPLASH PAD DETAIL
STORMTRAP
INTERIOR WALL
PRESTO GEOWEB
(GW30V3)
(BY OTHERS)
DISTANCE
BETWEEN LEGS
V-3"
3" AGGREGATE (SEE SHEET 4.0)
SPLASH PAD & GEOWEB
PLAN VIEW - SIDE WALL
STORMTRAP
EXTERIOR WALL
2X PIPE DIAMETER
(2'-0" MIN)
PIPE
:fDIAMETER
2X PIPE DIAMETER
(2'-0" MIN)
CONCRETE SPLASH PAD
(BY OTHERS)
PRESTO GEOWEB
(G
(SUPPLIEDEDAND AND
INSTALLED BY OTHERS)
AGGREGATE BASE
(BY OTHERS)
PIPE (BY OTHERS)
STORMTRAP
WALL
PRESTO GEOWEB
(GW30V3)
(BY OTHERS)
MOANDERSON
ENGINEERING
EMPLOYL_ OWNED
ENGINEERS • SURVEYORS • LABORATORIES • DRILLING
2045 W. WOODLAND • SPRINGFIELD, MISSOURI 658079 PHONE [phone]
MO ANDERSON COA# F-0972 • AARON HARGRAVE PE#049021
www.andersonengineeringinc.com
DWG BY: DJ PROJ # 18SP10289
STORMTRAP MODULE
PIPE (BY OTHERS)
ELEVATION AGGREGATE BASE (BY OTHERS)
SPLASH PAD & GEOWEB
PLAN VIEW - END PANEL
STORMTRAP
PANEL
STORMTRAP
WALL
5x PIPE DIAMETER
(4'-0" MIN)
StormTrap®
PATENTS LISTED AT: [HTTP:HSTORMTRAP.COM/PATENT]
1287 WINDHAM PARKWAY
ROMEOVILLE, IL 60446
P:815-941-4549/ F:331-318-5347
ENGINEER INFORMATION:
ANDERSON ENGINEERING
2045 W WOODLAND ST
SPRINGFIELD, MO
417-866-2741
PROJECT INFORMATION:
O'REILLY AUTO PARTS #4
DETENTION
LEXINGTON, NC
CURRENT ISSUE DATE:
6/26/2019
ISSUED FOR:
PRELIMINARY
REV.
DATE:
ISSUED FOR:
BWN
2�
6/26/2019
PRELIMINARY
JW
1
3/21/2019
PRELIMINARY
RL
SCALE:
NTS
SHEET TITLE:
SPLASH PAD &
GEOWEB DETAILS
SHEET NUMBER:
6mO
CAIR�I
SEAL
049021
HAR�R.��.
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COMM # 4177
DATE: 07-26-19
REVISION
DATE:
C1.11

a
W
W
1 I SITE DEVELOPMENT PLAN
C2.1 I SCALE: 1' w 2W-O"
ZONED HC
Sq6
ZONING CODE
GENERAL NOTES
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. ALL
ZONING
CLASSIFICATION: HC HIGHWAY COMMERCIAL}
PROPERTY AREA: (REFER TO SURVEY)
ON SITE CONCRETE TO BE 4,940 P51.
PAVEMENT AREA: 14,956 SO. FT,
SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION, SIDEWALK,
CURB GUTTER LINE, PROPERTY LINE, OR CENTER LINE OF STRIPING
PARKING SUMMARY
UNLESS OTHERWISE NOTED.
PARKING FORMULA: 1 SP, PER 200 SQ, FT, GFA
COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT
SPACE SfZE: 9' x 24'
DRAWINGS,
SPACES REQUIRED: 39
SPACES PROVIDED: 39
REFER TO STRUCTURAL DRAWINGS FOR BUILDING DIMENSIONS
AND LAYOUT OF SIDEWALKS ADJACENT TO BUILDING PERIMETER.
H.C. SPACES PROVIDED: 2
Q
PRIOR TO INSTALLATION, CONTRACTOR TO VERIFY LOCATIONS OF
LIGHT POLES, LANDSCAPING, AND UTILITIES DO NOT CONFLICT
WITH SITE SIGN LOCATION SHOWN. IF CONFLICT IS DISCOVERED,
SYMBOLS
LEGEND
CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE PRIOR TO
PROCEEDING WITH THE WORK.
FOR BUILDING FRONT SIDEWALK GENERAL DEVELOPMENT LAYOUT
NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS
CONCEPT, REFER TC DETAIL 111C2.2.
LEGEND.
NEW BUILDING CONSTRUCTION
AREA OF CONCRETE
r 17 NEW POLE SIGN LOCATION
L —. _ J
© NEW CONCRETE PAVING BLOCK
iNEW LIGHT POLE LOCATION
--'><, r — NEW FENCE CONSTRUCTION
SPECIAL NOTE:
PRIOR TO CONTRACT CLOSEOUT, CONTRACTOR SHALL SECURE
THE SERVICES OF A REGISTERED LAND SURVEYOR TO PROVIDE
SITE SURVEY OF COMPLETED PROJECT CONDITIONS AND SUBMIT
FOR REVIEW AND APPROVAL BY OWNER. REFER TO PROJECT
MANUAL FOR ADDITIONAL REQUIREMENTS.
KEY NOTES
CONCRETE PAVING (STANDARD DUTY) AT PARKING AREAS, (HEAVY
DUTY) AT DRIVE AREAS, DRIVE APRONS, FIRE LANES, AND REFUSE
AREA, REFER TO DETAIL 11C2.2,
�Z NOT USED
CONCRETE CURB, REFER TO DETAIL 31C2.2.
CONCRETE SIDEWALK, REFER TO DETAIL 41C2.2. REFER TO
STRUCTURAL DRAWINGS FOR LAYOUT OF CONTROL AND
EXPANSION JOINTS ADJACENT TO BUILDING PERIMETER.
CONCRETE DOOR LANDING, REFER TO DETAIL 51C2.2 AND
STRUCTURAL DRAWINGS. LANDING MAY BE POURED MONOLITHIC
WITH PAVING IF CONCRETE PAVING IS PROVIDED.
ACCESSIBLE PARKING SYMBOL PAVEMENT STRIPING, REFER TO
DETAIL 61C2.2.
STEEL BOLLARD, REFER TO DETAIL 71C2.2. PROVIDE (2) AT REFUSE
CONTAINER AREA, t2) AT SECTIONAL OVERHEAD FREIGHT DOOR,
AND (9) AT FRONT ENTRY. REFER TO STRUCTURAL DRAWINGS FOR
LAYOUT OF BOLLARDS ADJACENT TO BUILDING PERIMETER.
ACCESSIBLE PARKING SIGN, REFER TO DETAIL 81C2.2.
DETECTIBLE WARNING SURFACE, REFER TO DETAIL 91C2.2.
10 NQT USED.
11 ACCESSIBLE PARKING SPACE WITH ACCESS AISLE (ADA
COMPLIANT) TO SLOPE 2% MAXIMUM IN ALL DIRECTIONS. PROVIDE
PAVEMENT MARKINGS TO MATCH STRIPING COLOR UNLESS
OTHERWISE REQUIRED TO COMPLY WITH GOVERNING
ACCESSIBILITY REGULATIONS.
12 REFUSE ENCLOSURE, REFER TO 1IC2.3,
13 CONCRETE BUMPER BLOCK (8" W X 5" H X 6-6" LONG) ANCHORED
TO PAVING WITH (2)1'-6" LONG #4 REBAR.
14 PARKING LOT LIGHTING, REFER TO SITE UTILITY PLAN FOR TYPE.
AND CONSTRUCTION.
15 4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY MARKING
PAINT - YELLOW (2 COATS).
16 SITE SIGN, REFER TO SHEET SG1.1 FOR TYPE, CONSTRUCTION AND
LOCATION. SIGN OWNER FURNISHED AND INSTALLED (REFER TO
SCOPE OF WORK SCHEDULE). REFER TO SITE UTILITY PLAN FOR
ADDITIONAL REQUIREMENTS.
17 CONCRETE DRIVE APRON TO BE INSTALLED PER CITY AND ! OR
STATE DESIGN STANDARDS. IF NO STANDARDS PROVIDE
CONCRETE CONSTRUCTION PER DETAIL 2/C2.2,
1$ LIMITS OF NEW PAVING. MATCH EXISTING PAVEMENT TRANSITION
ELEVATIONS. AT TRANSITIONS OF NEW CONCRETE TO EXISTING
CONCRETE PAVEMENT, EPDXY DOWEL 6" MINIMUM INTO EXISTING
WITH #4 X 1'-6" SMOOTH DOWELS MATCHING NEW PAVEMENT
REINFORCEMENT SPACING. PROVIDE SEALANT AT JOINTS.
19 ROLL DOWN CURB END TRANSITION SLOPING 1:2.
20 CURB OPENING, REFER TO SITE GRADING PLAN FOR ADDITIONAL
REQUIREMENTS,
21 CONCRETE CURB IN RIGHT-OF-WAY TO MATCH EXISTING PER CITY
AND 1 OR STATE DESIGN STANDARDS -
CON CR ET E RETAINING WALL. REFER TO CIVIL AND STRUCTURAL
FOR ADDITIONAL INFORMATION.
CAUTION:
INFORMATION ON THIS DRAWING
CONCERNING TYPE AND LOCATION
OF UNDERGROUND AND OTHER
UTILITIES IS NOT GUARANTEED TO
BE ACCURATE OR ALL INCLUSIVE.
THE CONTRACTOR IS RESPONSIBLE `p
FOR MAKING HIS OWN pr
DETERMINATION AS TO THE TYPE
AND LOCATION OF UNDERGROUND
AND OTHER UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE
THERETO. Know what's below
Call before you dig.
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C2. I

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PROVIDE CONTROL JOINTS AT
12' O.C. (25% SLAB THICKNESS)
TABLE 1`"
RIGID PAVEMENT STRUCTURAL SECTION
PAVEMENT
TYPE
HEAVY
CONCRETE
7.0 INCHES
A'
CRUSHED AGGREGATE
BASE COURSE
4.0INCHES
B.
COMPACTED
REFER TO GEOTECH
SUBGRADE
REPORT
C'
'"PAVEMENT DESIGN IS BASED ON GEOTECHNICAL REPORT
PROVIDED BY THE OWNER DATED 021021201B. ANDER SON
ENGINEERING PROVIDES NO WARRANTY OR GUARANTEE FOR THI5
DESIGN. CONTRACTOR IS RESPONSIBLE TO FULLY READ AND FOLLOW
THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
r,
CONCRETE PAVING SECTION
SCALE: NOT TO SCALE
BOLLARD:
STANDARD 4" INSIDE DIAMETER
STEEL- (PAINT) REFER TO
ARCHITECTURAL EXTERIOR
FINISH SCHEDULE.
PROVIDE CONTROL JOINTS AT
10'-0" 0-C. (25% SLAB THICKNESS)
PAVING, REFER TO SITE DEVELOPMENT
V-0"
4" 8"
2'-0"
PLAN FOR LOCATION AND TYPE.
— REFER TO TABLE 1 11C2.2 FOR THICKNESS
OF CONCRETE PAVING
NOTE: CONTRACTOR'S OPTION TO POUR
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- REINFORCEMENT #3 BARS @ 24" O.0 ALL
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WAYS.
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REFER TO PROJECT GEOTECH REPORT FOR
5
48 O C
REINFORCEMENT REQUIREMENTS-`
.. �•
GRADED AGGREGATE BASE COURSE
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COMPACTED SUBGRADE\\
CONCRETE PAD OR SIDEWALK:
REFER TO SITE DEVELOPMENT FOR
LOCATION AND TYPE.
CONCRETE FILL
CONCRETE FOOTING
STEEL BOLLARD SECTION
SCALE: 314' = 1'4r
A
(3) #4's CONT. W13" MIN. COVER
#4 TIE BARS AT 48" O.C.
CONCRETE SIDEWALK
F2_
NOT USED 3 CONCRETE CURB SECTION 4 CURB SECTION
(.L2$CALEC NOT TO SCALE C2.2 SCALE: 314- = V-Cr C2.2 SCALE: 314- = V.0'
�I
VAN VAN ACCESSIBLE SIGNAGE
EssIBLE AT RIGHT HAND DISCHARGE.
RESERVED
SIGNAGE:
PARKING
HANDICAPPED PARKING SIGN
AS REQUIRED BY NORTH
"ATTACH
CAROLINA ACCESSIBILITY CODE.
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ATTACH SIGN TO POLE W! GALV.
MOUNTING BOLTS.
PENALTY
$250
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8'-0" X 1 112" DIAMETER
GALVANIZED POLE SET INSIDE
BOLLARD W! CONCRETE.
BOLLARD.
REFER TO DETAIL EIC3
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C2.2 1 SCALE: 314- = 1'.n-
PROVIDE DETECTABLE WARNINGS WITH RAISED PATTERN
(CAUTION YELLOW COLOR WITH .9" DIA. AND RAISE .02" PER ADAAG 4.7.7)
DETECTABLE
WARNINGS SHALL
EXTEND THE FULL
WIDTH AND 24" DEPTH
OF THE CURB RAMP
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DETECTABLE WARNING DETAIL
C2.2 I SCALE. CNOT TO SCALE)
PROVIDE TOOLED CONTROL JOINTS
AT 6' O.C. (25% SLAB THICKNESS)
AND ISOLATION JOINTS AT 24' O.C.,
UNLESS OTHERWISE NOTED.
NOTE:
SYMBOL TO BE PAINTED (HIGHWAY GRADE) OR
X DECAL ADHERED TO PAVEMENT. COLOR TO MATCH
0 Q STRIPING UNLESS OTHERWISE REQUIRED BY
LOCAL ACCESSIBILITY STANDARDS.
1�
4" THICK CONCRETE SIDEWALK 5,;.
W/ #3'S AT 24" O.C- EACH WAY
COMPACTED SUB BASE
COMPACTED SUB GRADE 12„
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5 I CONCRETE SIDEWALK SECTION
ACCESSIBLE PARKING
PAVEMENT STRIPING DETAIL
C2.2 I SCALE: 314- � 1'A" l C2.2 J SCALE: 314- = 1'-cr
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DATE: 7-26-19
REVISION
DATE:
C2-_-2

1
1
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1,
1
NOTE:
REFER TO SITE DEVELOPMENT PLAN
FOR REFUSE ENCLOSURE LOCATION
AND ORIENTATION.
POLYMER COMPOSITE MATERIAL SCREEN FENCE REFUSE ENCLOSURE P
SCALE: 3/4' = 1'-0'
>t
1
T.O- POST
T.O. SLAB
4'
POST WITH CAPS SPACED (8'-0" O.C.
MAXIMUM).
POLYMER COMPOSITE 1"X6" VERTICAL
o BOARDS WITH SQUARE EDGES-
2'' GALV- STEEL PIPE (SS40) WITH
TENSION BAND POST CONNECTORS
AND BOLTS TO ATTACH HORIZONTAL
STRINGERS. ALL FASTENERS TO BE
GALVANIZED.
Co
N POLYMER COMPOSITE 2"X4"
HORIZONTAL STRINGERS, (3) MINIMUM.
PROVIDE (2) 318" DIA_ WEEP HOLES,
v _ TYP.
EXTEND 6" MINIMUM INTO CONCRETE
SLAB WITH SLEEVES GROUTED.
CONTRACTOR'S OPTION TO PROVIDE
a SURFACE MOUNTED GALV. (4) BOLT
PATTERN POST SHOES WITH POST
LOCKING NUTS. EXPANSION ANCHORS
TO EXTEND 6" MINIMUM INTO
CONCRETE.
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CONCRETE PAVEMENT, REFER TO SITE
PLAN FOR TYPE-
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a Imo- f I FOR CONDITIONS.
SCREEN FENCE SECTION
SCALE: 7J4- = V-0'
PLAN SECTION
EXTEND SLAB REINFORCEMENT DOWN
INTO THICKEND EDGE.
SCREEN FENCE GATE DETAILS
SCALE: 3/4' = V4)F
GATE FRAME: STEEL TUBE n 2"x
114" WITH WELDED JOINTS.
POLYMER COMPOSITE 2 X 4's
HORIZONTAL ON STEEL FRAME
ATTACHED WITH 1J4" GALV.
CARRIAGE BOLTS AT 12'' O-C--
POLYMER COMPOSITE 1X6 WITH
SQUARE EDGES.
ASTRAGAL: STEEL ANGLE 2" X 3"
X 114" X 4'-0"-
HEAVY DUTY SLIDE BOLT LATCH
EQUAL TO STANLEY "SP1271".
CANE BOLTS: 314'' DIA. BENT ROD
4" X 3'4" LONG WITH 3" LONG
STEEL PIPE ROD GUIDES AND 114"
BENT PLATE ROD CATCH WITH
114" ATTACHMENT PLATE.
TENSION STRAP; 114" X 2" STEEL
BAR WELDED TO BACK OF
FRAME.
STEEL FABRICATED HINGES,
REFER POST ELEVATIONS.
CONCRETE PAD, REFER SITE
DEVELOPMENT FOR TYPE AND
LOCATION.
1" DIA- ROD SLEEVE.
HINGE POST TUBE STEEL 4" x 4'
x 114" WITH 114" CAP PLATE
ASTRAGAL: STEEL ANGLE 2" X 3"
X 114" X 4'-0".
1/4" BENT PLATE ROD GUIDE
CATCH.
3" LONG STEEL PIPE ROD GUIDES
WITH 114'' ATTACHMENT PLATE.
CANE BOLTS: 314" DIA. BENT ROD
4" X T-4" LONG
GENERAL NOTES
IIIIIIIIIIMMI
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
�B DIMENSIONS ARE TO ROUGH FACE OF CONCRETE, FRAMING, OR
CENTER LINE OF STRUCTURE UNLESS OTHERWISE INDICATED.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
REFER TO ARCHITECTURAL EXTERIOR FINISH SCHEDULE FOR
MATERIAL TYPES, COLORS, AND FINISHES. UNLESS OTHERWISE
INDICATED PROVIDE FINISHES AS FOLLOWS:
1. ALL NON -GALVANIZED METAL PARTS TO BE PRIMED AND
PAINTED (2) COATS SHERWIN WILLIAMS SW6468 "HUNT CLUB"
2- POLYMER COMPOSITE MATERIAL COLOR TO BE EQUAL TO'TREX"
SELECT SERIES "WINCHESTER GREY". FINAL COLOR TO BE
SELECTED BY OWNER FROM MANUFACTURER'S STANDARD
SAMPLES-
HINGE ELEVATION
GATE END
HINGE POST: TUBE STEEL 4" x 4"
x 114" WITH 1/4" CAP PLATE
314'' DIA. STEEL ROD HINGE PIN
(FIELD GREASE)
(2) LOOSE FLAT WASHERS WITH
GREASE AT TOP AND BOTTOM
H INGES-
5116" X 3" STEEL PLATE HINGE PIN
BRACKET.
314" I.D. SCHEDULE 80 PIPE X 1"
LONG WELDED TO HINGE PIN
ROD.
GATE FRAME ASSEMBLY (IN
FOREGROUND)
HINGE ASSEMBLY (SHOWN AS
HIDDEN). REFER HINGE
ELEVATION.
CONCRETE PAD, REFER SITE
DEVELOPMENT FOR TYPE AND
LOCATION
NOTE:
ALL FIXED ASSEMBLIES TO BE
FILLET WELDED.
HINGE POST ASSEMBLY
(BEYOND). REFER ELEVATION.
314" I.D. SCHEDULE 80 PIPE HINGE
PIN SLEEVE.
5116" STEEL PLATE SLEEVE
BRACKET.
HINGE END OF GATE ASSEMBLY -
REFER ELEVATION AND PLAN
SECTION,
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DATE: 7-26-19
REVISION
DATE:
C2.3

NOTE: WHERE CROSSING OTHER
UTILITIES MAINTAIN 12" CLEARANCE.
im
24" MIN. FOR SECONDARY
ELECTR. & TELE. SERVICES
48" MIN. FOR PRIMARY
ELECTRICAL SERVICES
100
3" MIN,
DETECTABLE PLASTIC WARNING
TAPE (SPEC 26 05 53).
SELECTED BACKFILL - CLEAN
GRAVEL UNDER PAVEMENT.
CLEAN ROCK, SAND OR SOIL
COMPACTED 95% STANDARD
PROCTOR DENSITY.
ELECTRICAL CONDUIT(S). SEE
PLAN(S) FOR QTY. REO'D.
2" MIN. BETWEEN CONDUITS
3" MIN.
2" MIN. BETWEEN CONDUITS
UNDERGROUND
ELECTRICAL CONDUITS
N.T.S.
DETECTABLE PLASTIC WARNING
TAPE (SPEC 26 05 53).
VERIFY THE MINIMUM
INSTALLATION DEPTH W/
LOCAL AUTHORITIES. tl
FINISHED GRADE
SELECTED BACKFILL, CLEAN
GRAVEL UNDER PAVEMENT.
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cp .
PIPE 1 /2" LIMESTONE GRAVEL
PIPE INSTALLATION DETAIL
GRIDPOINT KEYNOTE
�1 VIA LIGHTING CONTROL PANEL, SEE EM SHEETS.
GENERAL NOTE:
PRIOR TO INSTALLATION, GENERAL CONTRACTOR SHALL CONFIRM THAT
LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH
SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED,
GENERAL CONTRACTOR SHALL CONTACT THE O'REILLY PROJECT
ADMINISTRATOR BEFORE PROCEEDING.
CONTRACTOR CAUTION!!!
VERIFY SEWER LINE ELEVATION
I BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK,
THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION,
■ ACCESSIBILITY (INCLUDING STATE HIGHWAY OR OTHER RIGHTS -OF -WAY)
AND WORKABLE FLOW LINE ELEVATION OF THE EXISTING SANITARY
SEWER SERVICE LINE OR MAIN.
IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME
OF FINAL SANITARY SEWER SERVICE CONNECTION, THEN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED
WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM EQUAL TO
"ENVIRONMENT ONE" #DH152
PHONE: [phone] TO MEET OWNER AND LOCAL REQUIREMENTS.
EXISTING CONDITIONS NOTES
1. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING
CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TO SUBMITTING A
BID, REFER TO SPECIFICATIONS ALSO,
2- EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER
MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE
VICINITY OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO
THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR
DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO
GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION,
AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF 1S
EXPRESSLY DISCLAIMED.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING
INSTALLATIONS.
4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE CONTRACTOR
CAUSED BY OR RESULTING FROM DAMAGE TO OR MODIFICATION OF EXISTING
INSTALLATIONS BY THE CONTRACTOR OR AFFECTED UTILITY COMPANY SHALL NOT
CONSTITUTE A CLAIM FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES.
5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO
SUBMITTING HIS BID. NO EXTRAS WILL BE PAID DUE TO UNANTICIPATED EXISTING
CONDITIONS/INSTALLATIONS.
0 TELEPHONE SERVICE REQUIREMENTS
SPECIAL NOTE: NEW PHONE SERVICE TO BUILDING SHALL BE AN UNDERGROUND SERVICE.
CONTRACTORS TO SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER.
CONTACT [phone].
CONTRACTOR SHALL CONTACT PHONE COMPANY AND VERIFY REQUIRED SIZE OF CONDUIT
(2", 3° OR 4') PVC SCHEDULE 4D CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS
18-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1 /4" POLYPROPYLENE PULL LINE.
PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRIC CONDUIT IN SAME TRENCH.
CAP END OF CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER
FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A
POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT A MINIMUM 10' (ft.) ABOVE FINISHED
GRADE ATTACHED TO POLE.
CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY,
PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN
10 PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4' X 6' X 3/4" FIRE
RETARDING BACKBOARD (IF PLYWOOD, PAINT BOARD W/FIRE RETARDING PAINT) WITHIN BUILDING.
CONTRACTOR TO PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION FROM
ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE WIRING BY
OWNER.
ONLY IF UNDERGROUND PHONE SERVICE IS NOT AVAILABLE_ -THEM MAY CONTRACTOR INSTALL
APPROPRIATE OVERHEAD PHONE SERVICE RISER, WEATHER HEAD. ETC.
QQQRDIN61EN
i
STORM DRAIN PIPING
AND STRUCTURES,
REFER TO CIVIL, TYP.
STOP -CALL BEFORE YOU DIGI
vv-
UTILITIES CONTACTS:
ELECTRIC: DUKE ENERGY, WORK ORDER # 27790925: 800-777-9898
TELEPHONE: PIEDMONT CABLE SERVICE: 336-787-5433
WATER: DAVIDSON WATER, DAN THOMPSON: 336-731 -2341
GAS: PIEDMONT NATURAL GAS, ROSE COX: 336-726-7BO7
NEW UTILITIES
W
WATER SERVICE
0 P O.C. = POINT OF
IR
IRRIGATION SERVICE
CONNECTION BETWEEN
UGE
UNDERGROUND ELECTRIC
SITE PIPING (SPEC
UGT
UNDERGROUND PHONE
02700) AND BUILDING
5
SANITARY SEWER
PIPING (SPEC 21 13 13.
OHE
OVERHEAD ELECTRIC
22 OO 00).AS
OHT
OVERHEAD PHONE
NECESSARY -
G
GAS SERVICE
SPEC 21 13 13
(BY GAS CO.)
DENOTES LANDSCAPE
®
SAW CUT
IRRIGATION).
BORE
®
GRAVEL
�6-ACID
WATER MAIN
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EXISTING 3/4" - -
WATER LATERAL.
3
1" DOMESTIC WATERI
ROUTE , DOMESTIC SERVICE AND ," IRRIGATION
SERVICE UP INTO HOT BOX SET AT FINISH
WELCOME
STREET
/r METER AND METER
-
GRADE, INSTALL 1" RPZ BACKFLOW PREVENTER
own MEW BY UTILITY.
ON EACH SERVICE (WATTS LF909QT-1") IN HOT _
1 2
3
EMU
------------------ a~
BOX. PROVIDE CONCRETE PAD.
SP1 SP1
SP1
Emu
---- lNNSIDE ENCLOSURE. WP m ~ ~STALL RECEPTACLE m"m
` TYPICAL
MP-21 mm Nowa~ -
P1 u~
MP-25 ; NEW 1" SCH 40 1 P1
PVC WATER SERVICE U51 5
--- �----------- -------_---- ---- _r]1 -P0.C: - -- ...--------- - - --- - ----_- --------------
IrlWS2 - ,
(W51) MP- 25
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p C.0.1 FLOWL[NE ELEVATION=863.5' I
ANITARY SEWER TO S_ ; ! - _ ASSUMED SEPTIC TANK. SEE CIVIL nPLANS FOR CONTINUATION.LllReilly Auto Parts 1 NEW 4SANITARY i
-[7S1 SEWER SERVICE. I [� $Q. FT. = 7,734
ICI
L--- ? (W51 ) FLOOR ELEVATION, 869.0'
I :i I
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(WSI)
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ELECTRIC METER
3
rr
-
- +-
3/4"
�ABANDONED
WATER LATERAL
TO BE REMOVED.
UTILITIES SITE PLAN
SCALE: 1"=20'
CONTRACTOR TO STUB -UP 1" CONDUIT
(1'-0") ABOVE TOP OF FINISHED GRADE
AND ZIP TIE 4'--0" OF EXCESS WIRE TO
THE CONDUIT. ELECTRICAL CONTRACTOR
WILL MAKE THE FINAL ELECTRICAL
CONNECTIONS INSIDE THE POLE SIGN.
SIGN DISCONNECT FURNISHED/INSTALLED
BY SIGN CONTRACTOR.
�C
a1 MP-29,31
METER AND GAS
�GAS
SFRVICE BY NATURAL
GAS
SUPPLIER
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GRAPHIC SCALE - FEET
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NEW PHONE SERVICE TO
BUILDING _ -SHALL BE
�1NDERGROUND. GENERAL 2
I CONTRACTOR TO SCHEDULE 51
INSTALLATION WITH OWNER.
CONTACT [phone]. c�
SEE
UNDERGROUND ELECTRIC
SERVICE. SEE ELECT. 2,
DIAGRAM FOR US1
REQUIREMENTS.
—UT/
NEW POWER POLE
WITH TRANSFORMERS.
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corlm # 4I77
DATE: 7-26-19
RE�TISION
DATE:
N.T.S.
US1