SW1200502_NC Arboretum_02.20.2020_5/14/2020

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wCONTRACT NO.
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,, 689- 19-01
a PARKING RECONFIGURATION & EXPANSION
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2019
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THEss,„„„ „„„,„NORTH CAROLINA ARBORETUM s,„\\ \Ac, ,,„,,
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PROJECT LOCATION 8945 i - Z
ASHEVILLE NORTH CAROLINA , �qj BO\'� 0
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INTERSTATE
fl U.S. ROUTE lal 29 _` v / 2
FEBRUARY 2020
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o � � � n 4a �o I o0AN AFFILIATE OF THE NIVERSI�1Y oC�RTH AROLI�TA o
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R�idte�� M �� �� FACSIMILES OF LICENSED PROFESSIONAL ENGINEER AND/OR
4 e ��� LAND SURVEYOR SEALS, IF AFFIXED TO THIS DOCUMENT,
�� SHALL BE CONSIDERED LEGITIMATE ONLY IF SIGNED AND
Vi� DATED BY THE REGISTRANT.
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PROJECT LOCATION r }� \� az2oo � / r");11.S\a\l'nudilill
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( ' f�1,�o CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1 800 632 4949)
r\N / / \ AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
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( CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
fr 1 a yi oil \ Y7//i
V ` LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT
��0�4 OF"NC811 REPORT ANY DISCREPANCIES TO THE ENGINEER
T /� ti'L --8 / ^ \ \ IMMEDIATELY.
SHEET INDEX f. - \l
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TITLE SHEET NO. inp
o \ L\-,16 C BELL OA REVIEW
COVER � / �'
00 ���1 i__ m PERMIT REVIEW
PROJECT MAP, VICINITY MAP & GENERAL NOTES G1 1//ill /Arra* �m _
vri I o N) ,�r� `!`� � (r I BID DOCUMENTS
SITE SURVEY SS1 o-4 Q ��� _ i
ox EXISTING CONDITIONS `� �,/ �- ♦ �'� , /~ pili I� RECORD DRAWINGS
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M EROSION PREVENTION & SEDIMENTATION CONTROL 7 IfIIq" "
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a DEMOLITION PLAN D1 .0-1 D1 .1 60 `so i tip'
LAYOUT PLAN LA1 .0-LA1 .1 �Q
GRADING PLAN G1 .0-G1 .1 T- 818 Q) : L,64
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a J ,j s� lrUTILITY PLAN U1 .0-U1 .1 (r(g \ �� / ,`_
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DETAILS DT1—DT4
VICINITY MAP
NOT TO SCALE
711
sell
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, engineering
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1278 hendersonville road, suite d
ashville, north carolina 28803
P: 828-774-5499 I F: 859-278-2911
- ncef#f- 383b�enl.com cla c-508
0

SURVEY LEGEND BACK OF CURB BC LEGEND EXISTING ROAD EDGE/
APPROX. APPROXIMATE - x x x-x FENCE AS DESCRIBED CURB & GUTTER
CPP CORRUGATED PLASTIC PIPE - _= STORM LINE BOTTOM OF WALL BTMW EXISTING SPOT ELEV. X 54.3..30
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ui DIR. DIRECTION ss SANITARY SEWER LINE
o EDGE OF PAVEMENT EOP PROPOSED SPOT ELEV. +543.30
DEMOLITION NOTES DI DROP INLET Cu uu OVERHEAD UTILITY LINE
GENERAL NOTES
vn 1. THESE NOTES ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR WITH A CONVENIENT
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SURFACE AND SUBSURFACE UTILITY EB ELECTRICAL BOX ASPHALT PAVEMENT FLOW LINE FL NEW SCORELINE
JOB-SITE REFERENCE COVERING COMMON, IMPORTANT CONSTRUCTION REQUIREMENTS, BUT LOCATIONS. CONTRACTOR SHALL NOTIFY ENGINEER AND GOVERNING UTILITIES IMMEDIATELY FIRE HYDRANT GRAVEL
a THEY ARE NOT INTENDED TO REPLACE DETAILED REQUIREMENTS COVERED BY THE PROJECT REGARDING ANY EXISTING UTILITY CONFLICTS WITH CONSTRUCTION OPERATIONS. GROUND GRD PROPOSED 5'
DRAWINGS AND SPECIFICATIONS. 2. CONTRACTOR SHALL PROTECT ALL SURROUNDING AREAS. CONTRACTOR SHALL REPAIR ANY GR GRATE 5' CONTOURS CONTOUR
2. GENERALLY, ALL CONCRETE SHALL BE CLASS "A" CONCRETE PER NCDOT REQUIREMENTS DAMAGES TO OFF-SITE OR ON-SITE PROPERTY THAT ARE NOT LISTED TO BE REMOVED AT PROPOSED 1'
UNLESS OTHER CLASSES ARE DESIGNATED IN THE PROJECT SPECIFICATIONS FOR SPECIFIC NO ADDITIONAL COST TO OWNER. -) GUY ANCHOR 1' CONTOURS SIDEWALK SW CONTOUR
APPLICATIONS, OR UNLESS OTHERWISE NOTED. 3. SEE SPECIFICATIONS FOR OTHER DEMOLITION AND CLEARING REQUIREMENTS.
3. EXPANSION JOINTS BETWEEN MATERIALS OF DIFFERENT TYPES SHALL BE USED, I.E. CONCRETE 4. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL SITE UTILITIES, SIGNS, BENCHES, TRASH L HANDICAP PARKING UGC UGC UNDERGROUND FIBER-OPTIC CABLE PROPOSED CURB
AND ASPHALT, CONCRETE AND BRICK, ETC. BINS, AWNINGS, STREET LIGHTS, FIRE HYDRANTS, POLES, GUY WIRES, AND ANY OTHER TOP BACK OF WALL TBW & GUTTER
4. WELDED WIRE FABRIC SHALL BE TIED AND SUPPORTED TO FORM A RIGID MAT CAPABLE OF PRIVATE OR PUBLIC PROPERTY WITHIN THE LIMITS OF CONSTRUCTION. INV INVERT - - - - - - LIMITS OF DISTURBANCE
REMAINING IN PLACE DURING CONCRETE PLACEMENT, AND IT SHALL NOT BE PLACED IN THE 5. ADJUST UTILITY STRUCTURES RIMS TO PROVIDE FLUSH CONDITION WITH ROADWAYS,
BOTTOM INCH OF THE POUR. WALKWAYS AND PROPOSED FINISHED GRADES. ANY SANITARY SEWER MANHOLE WHICH ICV IRRIGATION CONTROL VALVE BENCHMARK 4 EXISTING TREEED
5. EXISTING UTILITIES LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED REQUIRES VERTICAL ADJUSTMENT SHALL BE PERFORMED TO THE SPECIFICATIONS AND/OR LIGHT POLE
PRIOR TO CONSTRUCTION. CARE SHALL BE GIVEN DURING FIELD LOCATING THE EXISTING APPROVAL OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. SANITARY SEWER DRAIN INLET DI j SILT FENCE SF
UTILITIES AND ANY DAMAGE SHALL BE PROMPTLY CORRECTED TO THE OWNER AND ENGINEERS LATERAL LOCATIONS AND DEPTHS ARE UNKNOWN. CAUTION SHALL BE EXERCISED WHEN PIN PARCEL IDENTIFICATION NUMBER
SATISFACTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED EXCAVATING MATERIALS. REMOVAL OF THE MATERIAL TO THE PLANNED DEPTH COULD
PRIOR TO CONSTRUCTION. EXPOSE SEWER LATERALS. RCP REINFORCED CONCRETE PIPE STORM LINE STD
6. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO THEIR ORIGINAL 6. CONTRACTOR TO PROTECT ALL EXISTING TREES TO REMAIN. CONTRACTOR TO NOTIFY
CONDITION. GRASSED AREAS SHALL BE SEEDED PER THE NORTH CAROLINA ARBORETUM ENGINEER IF ANY TREES ARE DAMAGED ON OR OFF SITE. CO SANITARY SEWER CLEAN OUT
SPECIFICATIONS. 7. DURING DEMOLITION OPERATIONS, CONTRACTOR SHALL PROVIDE ADEQUATE EROSION / SILT TREE PROTECTION TP
7. THE MINIMUM WIDTH OF THE SIDEWALK SHALL BE 5 FEET UNLESS OTHERWISE NOTED. THE CONTROL MEASURES, SEE EROSION CONTROL ON DEMOLITION DRAWINGS. SSMH®S SANITARY SEWER MANHOLE
MAXIMUM RUNNING SLOPE OF THE SIDEWALK IS 5% WITHOUT HANDRAILS. 8. REMOVE CONCRETE PAVEMENT TO NEAREST CONTROL JOINT. ALL PAVEMENTS TO BE
8. THE MAXIMUM RUNNING SLOPE OF THE SIDEWALK IS 8.33% WITH HANDRAILS. REMOVED SHALL BE SAWCUT AT THE EDGES OF REMOVAL WITH A CLEAN, STRAIGHT LINE. i SIGN
9. THE MAXIMUM CROSS SLOPE OF THE SIDEWALK IS 1.5% +/- 0.5%.. SAWCUTTING EQUIPMENT SHALL HAVE NEW OR RESHARPENED BLADES.
10. TRAFFIC CONTROL SIGNS SHALL MEET MUTCD REQUIREMENTS, LATEST EDITION. 9. CAUTION SHALL BE USED WHEN EXCAVATING MATERIALS AROUND WATER METER BOXES ® STORM MANHOLE
11. CONTRACTOR SHALL MAINTAIN AND CONTROL TRAFFIC DURING CONSTRUCTION. AND ALL OTHER UTILITY BOXES AND MANHOLES.
12. REMOVAL AND DISPOSAL OF CONTRACTOR'S DEMO DEBRIS IS INCIDENTAL AND WILL BE 10. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT SURROUNDING FEATURES TMH T TELEPHONE MANHOLE
INCLUDED IN CONTRACTORS BID FOR CONSTRUCTION. INCLUDING EXISTING BUILDINGS, PAVEMENT, VEGETATION, UTILITIES AND OTHER CONDITIONS
13. CONTRACTOR SHALL INTERCEPT AND DIVERT ALL STORM DRAINAGE AWAY FROM EXISTING THAT APPLY. (T) TOTAL
STRUCTURES AND SHALL MAINTAIN A MINIMUM OF 2% SLOPE AWAY FROM FOUNDATIONS. 11. CONTRACTOR SHALL INSTALL BARRICADES, FENCING,DURING
GE AND OTHER MEASURES TO
14. SIDEWALKS SHALL HAVE TOOLED JOINTS NOT LESS THAN 1 INCH IN DEPTH AND 1/2" PROTECT THE PUBLIC, PEDESTRIANS AND VEHICLES DURING THE COURSE OF THE TRANS TRANSFORMER
PREMOLDED EXPANSION JOINTS SPACED AT 2X THE THICKNESS OF THE POUR IN FEET. CONSTRUCTIONYDAD PROJECT.
12. ANY DAMAGED UTILITY SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL 0 UTILITY POLE
15. NO MATERIAL IS TO BE STORED ON STREETS OR ROADS AND ALL IS TO BE CLEARED AND EXPENSE TO THE OWNER.
REMOVED NIGHTLY. 13. SOME RIM ELEVATIONS OF STRUCTURES IN AREAS OF PROPOSED GRADING WILL BE " WATER METER
16. COMPACTION TESTING: ANY EARTHEN FILLS OVER 6" WILL REQUIRE ONE TEST PER 200 ADJUSTED UP OR DOWN. THE CONTRACTOR SHALL INCLUDE IN HIS PRICE ALL
LINEAR FEET OF FILL. COMPACT TO 95% OF STANDARD PROCTOR. MODIFICATIONS NECESSARY TO RAISE OR LOWER THE RIM ELEVATION OF EXISTING
17. CONCRETE CYLINDERS ARE TO BE TAKEN EVERY 50 YDS. OF POURED CONCRETE. STRUCTURES TO THE PROPOSED GRADE, INCLUDING STRUCTURE MODIFICATIONS IF >1 WATER VALVE
CONTRACTOR RESPONSIBLE FOR COST OF SAMPLING AND TESTING. SAMPLING TO BE PER ACI NECESSARY.
301, 318 & ASTM C 31. A TEMPORARY BENCH MARK
18. PAVEMENT STRIPING SHALL MEET NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD 19. ALL CROSSWALKS MUSTBEIS FNNRWHIOEDSTRPIANDBG.DGCROSSSWALKSTMUSTLBEE1RE CNSTUCION FTDIWIDE)PARALLEL LAYOUT NOTES BORE LOCATION
STRIPING (6 FT. OUT TO OUT MIN).
20. CROSSWALKS CROSSING STREETS CAN BE 1 FT. WIDE PARALLEL STRIPING (6 FT. OUT TO OUT) 1. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE
WITH NO DIAGONAL STRIPING. NEW SIDEWALK INSTALLATION IS INTENDED TO TYPICALLY RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE
MATCH EXISTING SIDEWALK GRADES, OR EXISTING GROUND ELEVATION UNLESS NOTED OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER
OTHERWISE. PREVIOUS DOCUMENTS.
21. ALL ROADWAY SIGNS (STOP SIGNS, SPEED LIMITS, YIELDS, ETC.) THAT NEED TO BE 2. CONTRACTOR TO LAY OUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE
RELOCATED SHOULD BE INSTALLED TO FOLLOW MUTCD STANDARDS. CONTRACTOR TO VERIFY ARCHITECT PRIOR TO CONSTRUCTION. HARDSCAPE ELEMENTS ARE DIMENSIONED ON THE
AND RELOCATE ACCORDINGLY. LAYOUT PLAN. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS OR OTHER
22. EXISTING FIRE HYDRANTS WITHIN THE LIMITS OF WORK SHALL BE KEPT ACCESSIBLE DURING DRAWINGS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY FOR
CONSTRUCTION. PROPER CLARIFICATION OR ADJUSTMENT.
23. BUSINESS ENTRIES IMPEDED BY CONSTRUCTION SHALL BE KEPT ACCESSIBLE TO THE PUBLIC 3. WHERE DIMENSIONS ARE CALLED AS "EQUAL," SPACE REFERENCED ITEMS EQUALLY,
DURING CONSTRUCTION. MEASURED TO THEIR CENTER LINES.
24. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED PRIVATE PROPERTY 4. MEASUREMENTS ARE TO FACE OF BUILDING, WALL OR FIXED SITE IMPROVEMENT.
THAT OCCURS OUTSIDE OF THE LIMITS OF CONSTRUCTION. DIMENSIONS TO CENTER LINES IS AS INDICATED No_rat.h
25. CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT TO STATE OF NORTH CAROLINA 5. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES UNLESS OTHERWISE NOTED. 0 DEPARTMENT OF ENVIRONMENTAL QUALITY2 PRIOR TO CONSTRUCTION. 6. PROVIDE EXPANSION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES
Carolonai,-;.
26. CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION TO STATE OF NORTH CAROLINA SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS.
DEPARTMENT OF ENVIRONMENTAL QUALITY AT THE END OF CONSTRUCTION.
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27. CONTRACTOR SHALL MAINTAIN ALL DRAINAGE FACILITIES WITHIN THE PROJECT AREA IN GOOD WWW.IIC8l1.01'J
WORKING CONDITION THROUGHOUT THE PROJECT.
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MSED W
Y CN RAP 0\- CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)
1_E BRAN
p� AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
G� CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
VJE
GRADING NOTES SEE SHEET EC2 FOR: FRE0E�\ C' LOCATED.CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
R/ THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT
PROJECT LOCATION ��' B' OF"NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER
1. THE CONTRACTOR IS TO REVIEW, UNDERSTAND AND ADHERE TO SPOT ELEVATIONS AND EROSION & SEDIMENT CONTROL NOTES, AND, -O IMMEDIATELY.
CONTOURS AS INDICATED ON THE GRADING PLAN. CONTRACTOR SHALL VERIFY THAT ALL SODDING, SEEDING & MULCHING
MINIMUM AND MAXIMUM SLOPES IDENTIFIED ON THE PLANS ARE ACHIEVABLE IN THE FIELD
PRIOR To START of WORK. SOIL PREPARATION NOTES R�o�E PKw� WORK ZONE TRAFFIC CONTROL
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL STAKING NECESSARY � . s 0VE PRIOR TO BEGINNING ANY WORK WITHIN THE NCDOT
TO COMPLETE THE WORK. THIS SHALL INCLUDE ANY RE-STAKING IF NECESSARY. THE ,': RIGHT OF WAY, THE CONTRACTOR SHALL INSURE THAT
CONTRACTOR SHALL PAY FOR ALL STAKING FOR THE PROJECT UNLESS SPECIFICALLY ,, ' A VALID NCDOT ENCROACHMENT PERMIT IS AVAILABLE
AGREED TO OTHERWISE IN THE CONTRACT DOCUMENTS. ;' AND SHALL COMPLY WITH ALL REQUIREMENTS THEREIN.
3. ALL AREAS SHALL BE GRADED TO ACHIEVE POSITIVE DRAINAGE AWAY FROM STRUCTURES
AND PRIVATE PROPERTY. MINIMUM SLOPE ON LANDSCAPED AREAS SHALL BE 2%; MAXIMUM
SLOPE SHALL BE 50% (2:1) UNLESS OTHERWISE INDICATED ON THE PLANS. -
4. MAXIMUM ALLOWED FINAL GRADES FOR LONGITUDINAL SLOPE ON WALKS AND PAVED AREAS Z
SHALL BE 5% UNLESS OTHERWISE INDICATED ON THE PLANS. > 0
5. ALL FINAL GRADES FOR WALKS SHALL HAVE A MINIMUM 1% CROSS SLOPE AND MAXIMUM 2% >- _
CROSS SLOPE UNLESS OTHERWISE INDICATED ON THE PLANS. Y co
UTILITY OWNERS / AGENCY CONTACT
6. EXCAVATION INCLUDES ALL MATERIAL ENCOUNTERED TO WHATEVER DEPTH INDICATED ON 0 o
THE PLANS. EXCAVATE TO ALLOW FOR PROPER FILL MATERIAL, SLABS, VOIDS, FORMS, AND 0 w o
FOUNDATIONS. z o 13 OWNER - THE NORTH CAROLINA ARBORETUM
7. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING GRADING AND �F,(' G� 100 FREDERICK LAW OLMSTED WAY
EXCAVATION INCLUDING GUIDELINES AND RESTRICTIONS FOR EARTHWORK AND PLACING OF C) wIQ
P ASHEVILLE, NC 28806
PAVEMENT AND LANDSCAPE SURFACING FOR THIS PROJECT. C.9 _� ` 1 828-665-2492
8. CONTRACTOR SHALL ENSURE EXISTING GRADES ARE WITHIN ,INCH OF THOSE SHOWN ON ao m THE EXISTING CONDITIONS PLAN PRIOR TO START OF WORK. 19 ELECTRIC - DUKE ENERGY
9. CONTRACTOR SHALL ENSURE THEIR COMPLETED ELEVATIONS ARE WITHIN 1/2" OF PROPOSED 555A BREVARD ROAD
PLAN GRADING ELEVATIONS WHEN COMPLETED WITH WORK. ASHEVILLE, NC 28806
10. BEFORE PLACING CONCRETE, CONTRACTOR MUST VERIFY PROPOSED GRADES TO INSURE ALL ; ,- , 1 ` a) ASHEVILLE,
800-452-2777
SLOPES ALONG NEW SIDEWALK ARE 5% OR LESS. GAS - DOMINION ENERGY NORTH CAROLINA
11. CONTRACTOR TO FOLLOW ALL BUNCOMBE COUNTY REGULATIONS IN REGARD TO 0 15 OVERLAND INDUSTRIAL BLVD.
GRADING/LAND DISTURBANCE PERMITS. "is 15
ASHEVILLE, NC 28806
877-776-2427
WATER - ASHEVILLE WATER RESOURCES DEPT.
70 COURT PLAZA
TREE PRESERVATION PLANTING NOTES ASHEVILLE, NC 28801
828-251-1122
1. ALL TREES TO BE PRESERVED AS INDICATED ON THE DEMOLITION PLAN SHALL BE SEWER - MSD OF BUNCOMBE COUNTY
PROTECTED BY FENCE. THE FENCE SHALL BE LOCATED AT A 5 FT. RADIUS FROM THE EDGE PROJECT MAP 2028 RIVERSIDE DRIVE
o OF THE TRUNK. THE FENCE SHALL BE FIRMLY ANCHORED INTO THE GROUND AND SHALL WOODFIN, NC 28804
2 REMAIN UPRIGHT AND INTACT UNTIL ALL CONSTRUCTION ACTIVITY IS COMPLETE. SCALE 1" =500' 828-254-9646
o CONSTRUCTION ACTIVITIES OR STORAGE SHALL NOT OCCUR WITHIN THESE PROTECTED
AREAS. THE CONTRACTOR SHALL STAKE THE PROTECTIVE FENCING LOCATION. THE LOCATION TV, INTERNET, PHONE, FIBER OPTIC - AT&T INTERNET & FIBER
OF THE PROTECTIVE FENCING SHALL BE APPROVED ONSITE BY THE LANDSCAPE ARCHITECT 855-757-6500
F PRIOR TO THE START OF ANY SITE WORK.
0
° 2. WHEN EXCAVATION MUST BE CARRIED OUT NEAR A TREE TO BE PROTECTED, DAMAGE CAN SPECTRUM
BE LIMITED BY ROOT PRUNING. ROOT PRUNING SHALL BE COMPLETED BEFORE GRADING IS 866-874-2389
STARTED AND SHALL OCCUR BENEATH THE PROTECTIVE FENCING AS SHOWN ON THE PLAN.
a 3. ROOT PRUNING SHALL BE PERFORMED, WHEN REQUIRED, WITH A TRENCHER SUCH AS A CHARTER COMMUNICATIONS
TELEPHONE CABLE PULLER OR A "DITCH WITCH" PRIOR TO ADJACENT EXCAVATION. THE
800-955-7766
-8 TRENCHING SHALL BE TO A MINIMUM DEPTH OF 24" OR THE DEPTH OF EXCAVATION. THE
u_ CONTRACTOR SHALL STAKE THE LIMIT OF ROOT PRUNING AS PER THE PLAN. LIMITS OF
a TRENCHING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING
IN THE FIELD. DO NOT TRENCH FOR IRRIGATION OR ELECTRICAL WITHIN DRIP LINES OF
D-
1- EXISTING TREES. COORDINATE ALL TRENCHING REQUIRED FOR UTILITY WORK WITH THE
-H LANDSCAPE PLANS.
13 4. THE BEST METHOD TO AVOID SOIL COMPACTION OVER TREE ROOTS IS TO KEEP OFF. THIS
c INCLUDES RESTRICTING ALL TRAFFIC BOTH VEHICULAR AND PEDESTRIAN FROM CROSSING CONTROL POINTS
3' OVER THE ROOT ZONES, AND RESTRICTING EVEN TEMPORARY MATERIAL STORAGE UNDER
-a TREES.
SYMBOL DESCRIPTION NORTHING FASTING VERT.
0 T.B.M. 1 656001.79 926247.73 2,176.70
0 0 T.B.M. 2 656314.16 925919.36 2,161.39
7
A T.B.M. 3 656186.67 925723.32 2,175.86
„,
N CAR°
T.B.M. 4 655804.74 926225.98 2,189.60
'�'�' ESS/0,��ti:v
° ° % USA, North Carolina
G E Cr/ ' NAD83/North Carolina
US Survey Feet
m °OP -..° '
,09 ^ ,�
AZ ,,
NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION CIVIL 689-001
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCED g
o N WHOLE OR IN PART OR USED FOR CONSTRUCTION HoP kinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN
DRAWN wTD GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT CONTRACT N0. CIVIL
N THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone] GENERAL NOTES & LEGEND
N CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION DATE FEBRUARY 2020
AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO
N SCALE: AS NOTED THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE NCLA# C-508
- APPROVED DJB ONLY IF SIGNED AND DATED BY THE REGISTRANT. SHEET NO. G1
0

OA, Nr 0 �,,3
NOTES
\i
1,Total area surveyed is 11,4 ACRES- coa2.All areas calculated by coordinate computation method.
73
3.Based on geographical information,this property lies in Zone X(Areas determined to be outside the 0.2%annual
chance floodpfain)as shown on the National Flood
Insurance Program,Flood Insurance Rate Map
37009625001 effective date January 6,2010. fo)111.•
4.All distances shown hereon are horizontal ground YBdistances unless otherwise noted. VIE 5 •[ )
5. Underground utilites shown hereon were located from
above ground evidence or provided utility plans and should 10
be considered approximate.At least two days prior to E,p RICK
commencing any excavation on this site,please call the 811
Utility Location Service. 4°I
6.Minor contours are one(1)foot intervals. SITE 1
Major contours are five(5)foot intervals. (I;...
�� VICINITY
® JG • \.__ MAP
�!'/ . �
tir /• 1 [NOT TO SCALE)
/
LEGEND %//�'��'
i/iI�i
x x x FENCE DESCRIBED 75"T E �`,4
. ■;i Iry�lli ! _JlrII I
STORM LINE 1 ! �18"TREE'~ .\ \, , Ilj 1,I ; ` f TREE LEGEND
SS SANITARY SEWER LINE 7 � r ���-'1 A -- . �\ �\ ` \ /I fI !i �215°� .; I J �! r q
-DU-00- OVERHEAD UTILITY LINE rfr' %z°r. '� ------`-~ \ti , \ 1 // //ff i i C•0 // +l,� 11! J {co �rJ CLST CLUSTER
! ! -� \ \ \ 1. I ! . I .a, r al 18°DIA
ASPHALT PAVEMENT ! r f r r • -' - 2t55- - "0 ` \ I I! f I A / "1
I 30"TREE'' \ \ \ 1 I r I f 1 1 /� I /I !/I IN-11 II rr IN(2177.8. DGW DOGWOOD
/r r ! ,/ r r r ▪ ~---_- - l '. ■ ■,,; \\ 1, Q /,/�// /rr ;.::
1 .' I J I ! I 1�15'CPP IL IN{A]:2175.1'
GRAVEL // f J/// r Jr rrr _Q .•\ \ \\ 1 ` 20"TREE / / // f/ / 1 ■cI ro��� -��7� B IN{B]:2175.3' DRW DAWN REDWOOD
r /! / r r / / r �20"TREE , \\ 1 \ 1 1 \1 , !I I I If/ 1 `CJ �.INV�2182.5'. r I 1 ! J { ]- - - - - 5'CONTOURS r / \ \ 1 I / Ir�fN �r
II t / r 18"TREE ` / I I `�' GR2758.58' ■/ r. DI , 1 1 / , I J/1/ {A] °°e IN{C}:2175.4 ESG FRUITLESS SWEET GUM
IIIII/f r J / �\ �� \ \ \ \ \ 11 \ I/ I // I i J RANS °rr • rrrDI1'X1', l ! r �C1'CONTOURS / ! I r / r __--_ \ \ , 1 \ 1 \ \ / / /i f ! /OUT:27ss.7'I1 I r r / r ---- , 1 1 � 1 ! ff / � '▪o ?�. , rrr.,,JAI GR:217s.95' 1 %i'rr �! ® our.2lss.a•
ucc UNDERGROUND FIBER OPTIC CABLE I 1 I I r / /I! ' rr J[ rr / \` \ tiQ� 1 \ \,1 \ \ 1 11 Q12"TREE INV:215D-1' I j I T • fr^r !� r r - J ! HOL HOLLY N
I I / A J 14"TREE 1 / ,(/ III I 1 I y r �Y lr`L�ri J r/•INV:717fi.2'./rJrr 9II / 1 f / ■ / J / 14"TREE'_-'�� * t 1 \ \ \ \, 11 1 I/! /�j �r rII! 'AS PHA LT I/ / I J -\ rI7//.//', rrJ / r rr IHQL MOLLY// 1 / // / I///, /J ' J i \ \ • 1 \ \\I1\\,\ \ \ 1 \ 1 // /f1 I, { . I r r \ ! //, //Jir r/r rrr ■ir y I
1 1 f I/J�I I /:' 11 I J r r r ri A
APPROX. APPROXIMATE 1 1 'I I 1 1 1! / / J ! r \ > \ \ \ 1 1 // / / ' ,�y a l[ i / 2 \ ///. /r r ' I KCT KENTUCKY COFFEE TREE
1I ,I " I / P12"TREE 22'TREE > \ \ \ \\ \ \11 I �I I/ S.��yq O/I 1 r • ! fi J I 1 /■$
/I / I I !1 1 / /! ! r / r t / \ \ \ \ ` �2 T E , 1 \ 11 1 1 1 ' I//, r�//I;,,s�[ • Q'4 1 i \�/if'. •fJ�y\ r P• I�� s .r tl KST KOREAN STEWARTIA
r`� / . ! . \ � 18'TREE 1 11 1 s !I /! f/ r 1 I A'.' 'q \ I I/■ ; t J f f .■ [ H�B n
CPP CORRUGATED PLASTIC PIPE 1. 111 }18"jr3Etr I'I 111 �/ / r - _-� �, \ • \ 1 ��yy 1 1 l i l to"TREE I/1 I//fr r/1/ 11 t \Iilr / • �� MAP MAPLE
`�I I 1 1 / 1 I /�! , \ \ 1 12"TREE 1 1d"TREE I / 11 I r r. i .`/� \
CI CURB INLET I I ! �1 1 11' I 1 in
E] rr _ `\ ° \ \ \ 1 1 1 1 } I 1 1 \1'1 1 1 \• \ ^,�III �i�II 1//I ■\ `r 1 ail\ / \„ •
, = / 1 '� °��r ' ? ORN ORNAMENTAL
_ f! �/j�/. \ i. a / I , PIN PINE
•
\ \ \ { 1 1 Q{ III I II'1 I I \ ` r C v I r r 'I I
DIR. DIRECTION • I1 1` 1 1 1 I 1 I 11 I I fr !! G 1 24"TREE \ 1 1 1 ' 1 1 1 y4 f + 1 i 1 1111 \ ,,\\1 \ 11i 16'•TREE 'V/I 1/1111//// \\\ L^ •\1 \ G4 k' • /I r �� �',► ICV IY f S
DI DROP INLET a 1 !`V 1 1 1 1$1 i / 1 ry' 1 1120"TREE 1 \ \ \ 1 1\ \ 11 ,�12`T'REEI 11 Il\I, �11''\ \ 1\ `,1 1_ ' 20"TREE , I/ I^�I 111^nl I J/ i. I• tP►/ ! 1 1 ¢o`¢ z16o�f /rI r%r' r :��: u o a
! ! 1 1 N 1 j / 1 I - 1 \ 30 TRE 1 \ 1 I 1 1 1 1 / / 4, f �r CONTR �T',,ANS * / + Gi '¢ SAP SAPLING
E8 ny 1 f 1' I t i4"TR E I �p 1 1 \\ B E1 \18"TREE ! 1 'l l 1 \ 1 1 11 1 t IFz 11\\\ \'��= TBM-60d NAIL I�IIINII�In II !: N ���� -- ... ! / �1 p \� J�J J, PAN ♦y 'i Cd/
ELECTRICAL BOX 1 ! 1 I �C STORM MANHOLE p I t DI 18"DIA J L.
�f FIRE HYDRANT $ !j 1 1 1 I I 1 I ;' i \ 1 1 \�1 1 78"TRgE11 1 1 1 ' 1 1 1 1 ,•\ 11 1 - ■� WITH SHINER /! //I III�//'i• S % ..---- ••..,/ I RIM:2161.87 !'t 4 TBM-60d NAIL =iI/JGR 2175.97' f ��' I� SNAP SUGAR MAPLE
1 I I -12"TREE I Q 1 1 1 1 + 1 1 1 1 \ 1 \\ 1 1 \ 1 1 1. / I t CONCRETE '' . YFAH YELLOW FRUITED AMERICAN HOLLY
1 1 I '1 1 I 78"TREE a 1 1 . \ Ill111 I�! ■ r IN:2154'3' ! WITH SHINER 21� �' INv:2173.2' �������
GR GRATE G • r l 1 1 1 1 1 1 I ,I Om,. t } 1 k 1 1 1 \,\ 1 1 1 1 \1 \ ,\ 1 .2,r \ti ELEV:2,16139,/ I 1 1 Ir �rGR 21s8.s2':\ I / 85
2 { ! 1 ! } \ 1 1 \ 1 1 \ 12"THEE 1 -. I 1 1- k I _ OUT:2149.1' J III' R"��� 4' ��
l • \ '� - _ I I ELEV:2,176-70 n
GUY ANCHOR ! I 1 r 72"TREE I I / I { �16n TREE{ } 1 \ 1 ti ♦ 1 N. Y _ - // /II/ 1 : \ / I /■IN:275d.B'.� JI � 6
m `T I I ' 1 } } 1 1 I ° 1 1 1 \ ♦ \\ \ \`il \ \ - J �1/1 III ■ \ I I ■ 4r r h ; ,. •
t� I [ 12"TREE I r I B l 74"TREE 1 1 \\• 1 y 1 - _ - _ J 1 / CI 1I1 1 �.•
HANDICAP PARKING �� } I 1-127:::: ,\2172.5
1 1 1 t 1 \ > \ • • L e - _ l fI!! Ili ' \ I!I \ i4-_ ..- 1 I,'�III II ! 11 Cl18"TREE 1 \ , } _ �I 1INV INVERTt" 1 } 11 I ! I1 I 1+ 11 1 I 11 1 11 \ \ 1�, 1 \ \,\ \ \h ���_ - -2750-� - r r11 �/II \ 1III 'GR 2158.77'._-, \\ �I �- 1 II I'1�!! \ J L ! I /: I I OUT:2154.2' 11 11/ R IT . ....} I r \ 1 \ 1 \ \ j1 18"TREE 12ITREE- !�I 1��/:: ❑ 1 I. ' 711 1 : DIIRRIGATION CONTROL VALVE l { I I I ! 1 1 I x i ?<"TRFE 1 1 1 \ 1 \ \\ " w /! III f !1• ASPHALT I _��- - INV 2170.9. 1 !1 / o. I GR:2183.33' STONE WALK
ICl/- } I I r 1 \ �18"TREE• ❑ I I 1 1 1'[ \�11 l� \ Y\ \ Iw �`_""-�18"TREE-- � 18'•TR• I11I:� \\ / 1 1 J r -_- _' - _ i= I ry..f},
I '/ f / _ . I _ __ _ 1 ! _ 18:•PVC IN:2177.3'
LIGHT POLE I i [ + l 1 i .Qi2"TREE\ /, G 2172.5' I \ 1 \ 1 1 1 1\\>\ \ \ �. 1 „. IJ I ! I I I I !Iry �_�- -- �- JQ ���� r _�- =- Z ° 2 IN 't'- 0 `.
��^^�� yy 17 - 1 75"CPP pUT 21T5.3' ECV
PARCEL IDENTIFICATION NUMBER S 1 till ,1
1'2"TR tE 1 \ 1 \ \ \ 12°TR��1+1 8"� --- - J/ 1 Iry// r I// W../• J -_h�vY� r �� r .�AP�RE7H.LQG&Y1dN�� 1 ■� ly C CV•• 8 CPP CUT:2175.3•
PIN 1 1 S f 1 [ \I 1 ' x •r43 1 \ \ \ , \ \\\ •\ \ 1 1 r��__ yr2155 _ _�r!/ I: \ I I f �- ���-� -_� ry _ r _ �#� S::S.l /J I� '£BY ICV
::
RCP REINFORCED CONCRETE PIPE } i 1 yy ` } \ 1 1 , C3`R@E 1 1 \ \\ 1 \- 1 11i,r - - _ ---i 1 r r \ \ / / I J>>rr !'•:`. i .-- - I°_ __ _ - . ! •
+ k 1 l 1 1 1fi"TREEI \ 12".TRE r^ y��._- •- 14"TREE--__ / / r 1� I 1 / r ! l VC' .- �/ �� ~CI-�-'�7p_��- - __ rEV�GREEE -DI A - 1 r aICV 8"TREE
SANITARY SEWER CLEAN OUT 1 i } 1 1 1 \ . s______- 1/ 1 11 s"TRE '- \ ■ - -. _,_ -- =/r \, /' . I y! r- _ -J� r_ - - ! = - r
1 1 \ \ \ . ll.r �- /r 1 1 I r I` • - . -x �1ne 1 " /� l DI18"DIA
_ r ! t ! -- EVERGREEN GR:2176.24'. 70'
SANITARY SEWER MANHOLE } 1 4 1 \ ■■ / \ \ 1 \ \ \ \ 1r �' 74"TREE --� �� J / I I / I r-�~ 1 CI I ` + I PVC - t J
SSMH 1 1 \ • \ i8"YREE1 20 TREE \ \ \ \•
rT \`\ ¢T E 2160 ~��- //r. \ I, 1 1 r/1,- r. /��/i Ir I \ \ GR:2164.79' I 1' - -J _ ;5 GR:2172.03 1 I }.: �\ . 1 :GR:2185.07' of
�,.,, �2 r _ / I ! CI, r \ F I ^ I \ IN:2160.24'-_ I ` `R �1 S } S / ti ! INV:2171.8' I I t 2• ��
l SIGN 1 1 1 1 1 1 1 '. \i \ 1 UTILITY TINES GP 12"IREEI 1 `\ 'S� ` v IT r� E'er ✓ 4"TREE-- �'� 1/ 1 \\ 1 /I I GR:2161.04'/! \\ • ! ! IN:2153.8"_ I j�� Q _ ��. ��.. � ' ::. .:•..: �. I ! .�.:.....}.:...:�..:.. J •* •i 11 p1 OUT 2182.9' n
\ \ UNDERGROUND AT POLE \ 1 .� ��..14"TREE. -- _ y \ '1 I IN:2154.5'r':.. I / •L\ OUT2153.2'- " - �2j7 `- -- - IN:21fi6.fi' _ ' __I } ..}.:t....:. fl i { [, GR:2183.37 G
® STORM MANHOLE 1 \ 111-j 1 1 1\12"`REE \`--$ = ^, 1 �12"TREE \ 11 -.L�"16"TREE--� -`~r ` 14"TREE \ I 1 ! I rJ - I l ` {5'RCP_- _-� '15'RCP`' - -.� __�OUT37bfi.4'.-'ys'EVERGREEN 11- {:. .i 1 1
\ 1 �` 1 \ 1 '• 'j 1 OUT:215d.5' - - - ' _ _ ,A L '1 \ •_ 8"PVC OUT:2177.7' tiri
\ N. \ 11. Q -.� g165- -` \ +. 1 i 1 �I III j irk ---*�- ; \ •\� l 4'1 { 2:. P• -r.-::.. l'' } I..�+EV 2182.5L�--_TMH d TELEPHONE MANHOLE 1 1 \ 1 \24'THEE\\ �' M1 •I \ . . 1 } .•'-- '_- _ _ s -- wi �I� - 1 1
(T} TOTAL \ 1 111 \ . \\ \ \ • . . . yJ �- ■ 1 ■ \\ ±, I ! 111 11. \ -----...... . 1 I \
1 1 \ N..'
` \, \ \\ �12"TREE �. \ti } 1--
�4"TREE-7 r"' "T 1 cis ! I/`°I11, I - 2755-- I ' 2"SAP 2"SAP I I 1 env y ' r INV: i 8"TREE Cl
_ .� 20 TREES + I ! 1 h 1 1 1 \ \ x c
TRANS TRANSFORMER \ 11 , ■\�7a"TREE 2 TREE --� •. .1I�r^w-` --� r _ 1 II 1Irv/ill/II 1 1 l I 1 i J r C)
•1 ♦ ■ ..� ��`f • 18"TR .;'I 11 ! I 1 } I d I •2"SAPC I :� 1 .\yI ram\ ! f
\ 14"TREE 1 $ORt . -_ 8 i I Jr�� _ _�� Ef 11 C , I I -f 1 1 I II r fa I ! 1 1 - --� J 2183--a
0 UTILITY POLE \ \ , �- .` l I�' ! U 1 I Q I $ N I J �8"TREE
,,00�� WATER METER 1\I\ 1 1� �' 14 TRF,E_0 ,,TREE BORE-•I I rr`' r_� --. r j 1 \ / 1 III 11 'if r 1w I I 1 A I 1U �, BORE a-3 r c-�s_ !
�a WATER VALVE 1\\ \\\ 1 -■3D"TREE--___ _ ____ ! / _ r- II .. 1 I Irrr 11 r + As�HALT I= !
�14"TREE I ! Tp �- 14"-TREEr/ ! \ p 1 I 1 7Ii 1 1 r 1 I I I 1 , c
n BORE 2 !Y +. 1 A S P H AL r i 278¢_
l r 2\ . \ I rr I I 1! �I- I �v I� rr I1 f „ ! f 1- l - h/ STONE WAL [TYP]
24`TREE`-_ - } / ♦ ;I lfif it _ / I / I f1
\ \ \ I ! !! / . -r J r J 1 1 ■ ! r ' BD E C-1 f
I f I� ! I f DRY ST K10" 1�II\I\`\ . - `- } 12"TREE �'6"TRE r 1 \ 1 I _ III .� `` Ip
r I J
LANDSCAPED OR MULCHED AREA \ �.\♦\ � - ___ . \ I ! f • ! N
1 1 1 ! I `.i-- _ :
r\\/ I I 1 1 ! I n�0"TREIt\, - �. - . \\ \\ } 14 - � . I11 y5 _ -. IJ
IS P 1 S3 .� S 1II1T8M-60dNAIL' c r f} 114"T:BE'^-="-T 2170 - -..\ i 1 1 !17 i ! Z^ _ \ 1 2'&'�`P �! ...2::SAP 4 f ,,
y +Ctl :/ 1 1 211°--f 11111 ++1 \ �__'_'--- --- � I0_:�___ -- 2770��__--- -__ 2180 _ - ____- ____-_=+F _ _ _ r/ r/ /WITH SHINER "SNAP n CONCRETE
2 ` .C1� `-- - ■ \ > . \ 11 l \ ti 1 I ''l' r / ,r- -z7Ta- �. -- - --- _-- «�` _ ---trC! :al...__ _ _- ---_ r -_ ROLL AVER CURB
\ r \ .14"TREE_ . \ \ \. \ 4 {1 } • I 1 r I •_ ® M S -�- 11 �_ 2175- ~ ~l �~~ ~J +~ �~ - -=��� - l - _ -� ELEV2,1$9.60 1 CIs I ' J\sO\\. ���� -" ��-■ ■ \ \ \ \ ti II ` \ U \♦ 1 1 , �II1111' l•-- / III r ! 7 .' I C'__�I^ r'�- ±~ r [j� �A� -s ��:RT.....
2778.87' `' {�^�'I` -� -� 2785�_-- -- _ -Y ■.l /r r cf V\ . 14"TREE- ��qq�� ■ \ 1 i 1 . \ 11 1 / I I X� 1 I / 1 2 r -- ! S "' UT:216`7' 1 1 { GI 1 R - S iS -I~� I� 1 l * Z 1 °6"TIEE14-"TREES _\&, \ -4 1 a 1 1._ ♦,I ♦ / --� I! 11 If y 1 0� y �16Vr�`iS]{.-�2T7g - _ L� 7 c_- I r1 I J 111 �+ +Q.A'
• ■ \ \ \ [ I I { 1 -r 1 1C'14 _ X2: 2 f 1 1 o\ 12"TREE- > \ \ 1 \ 1 _ _ - + ASPHALT PAVEMENT
_ \ a �, i �� I I 1 I85 f
•
I� I r 11 `ICv 2 I�
`■ \ \ \ \ 1 \ \ 1 N. A S P H A L` Q 1 I I I 11 JI 1 \ \ 1 1 CI 41 \ 1 1 I-' _ 7', [. 1 I I I ,Ti{ I I7 I I 1
• ` 12"TREE w� -�� - \\ \ \ \ 1 1 1 , 1 �. I \ L/ 1 k1111 N f \ .. ��! 1 I - I:GR:2789.3T I I 1 11 '.- 1 1 I f,TiII k I 1
• ". --\ \ •\. \C314"tREE \ •1 \ \Q1 ' 1 .. �21 7 \ II l l i II 1 I IN 218d.3' I ` I
,..`' ��_ \ \ •\ \• \ \ \ 18 REE } )° N. ! 1 1 / I I "KST I 1 _rr I Ir �1{III*II �1
_ \ 1 \ 1 ♦ f 1 I OUT;2159.7' } I J I 1
I I+ 1 1 _ 1 1 I 1 •1 • 8"'KST I :141/4/
--.___ _ - \\ \\ ,\ \\ , 1 \\ \ 1 1 '- -� 1,._-...._., - !\ J \ r 1 ! } 1 I I II I ASPHALT 1 cal1 1I 1 / 1 r / r r r' 1/ I "-� \ tc� \ \ \ \ E 1 ---.. + \ f i i '~ 1} 1 1 •I BOREC-8 ! 1 rC c 1 1 1 r I / O 1 I r-` r 1.:-. `•. \ \ N14"TREE \ \ I • 1 • �^ ` ��- `. + I I I ^ II 1 r ORE Cry ! J 1 J r r I.F .1 !-~ ti] 1 I 11 1 mI 1 r / / 8GW`-. 1 . 1 \ \ R \, 15•RCP 1 1 1 CI ry 1 I / 1 1 [�: : I 1♦\ 1! . \ 11�14"T EEC 1 r \ 3=r==»-�. If 1 1 rl 1 1 1 n I ! r ^�o I ! ASPh1ALT J f 1 l]:.. [!I1 1 14"TREE I 111 I GR:2765.84' / 7 ! I1 / r b 1 1 H1 V ORE G I--� I �2"TREE 1 �• „ >{ 1 f 1 \ 1 ram:: / r �J:.I.1ti.
1 / 1 l 1 . 1 TEE 1 1 I 1]IN:2160.4' • r• _-_� r- / 1 / r / I l !. .
/ I 1 w 1 1 \ �. 1 1 1 J / 1 / J� -,a� n. F:. :1 I
I ` 1 \ 1 1 \ \ 1 r, \ I .'� 1 I / 1 Z {;.:.:j.l:l ! DETAIL OF ROLL-OVER CURB
* \ 1 ,F \� y 1 18"TREE •\ IS: . I 1 1111 LOUT 2759.8" f / / I / / ! J I ! :.- a .f} rl{r
14"fREE I \ 1 1 \ 1 1 14" REE \ . ■ w ' \ • {{ 1 1 11N11 I Ir r 1 r / I / il___
I1 . / z !::.: {::t : + NOT TO SCALE
f 1 1 1 1 1 I ! \ 4i 11 1 I _ ' I I' KST J • }.}.1 I ! KSTC 1 i: . c
f 7 TREE \ 72"TREE 3"TREE, 1 1 1 , \ 11�78"TREEr 1 ': '�. Ip11 --- 1 1 , J--\L -�- -.�_ -- _�- _ 7 lI m 10 SNAP G]Q} I , I1 1 ■ \ 1� \ ' ` 1 \��111 I ! r� G R _..S--- - - �_�� __ _ _-_ _ - _ . _ _ __-_ _ _ - _icrS n
/ I I ■ 1 1 1 14"TREE 1 1 , 1 I \\ ! I _ ---1� v �21T5� -_ _- _ 218°�_ i _ f �7 _ 2 - •
J !i Er - _- ..4-.1 I .
I I \. 1 1 1 1 1 1 1\ 1 28'TREE �I: 1 / ` 1lJirm, I 1 N / I -�Y -`tom - YY� _ .� - -Y-4 - _ --�_2185�- `.�J.- --A�3---_.-90r ''./ 1',\ 1' 1 1 I
`Y\ I 1 �20'TREE I 12 TREE 1 I \ 1 l l �� ! 1 1• }'. 1 I J 1 Cr Y "KCT 11?~KCT -^ -�.y-. � �--vim �- 'i '-- �~ - _ - _'�2 �-■ ♦ 14"DRW
rL 1 ,, 1 1 1 1 1 ! 1 1- _ 12"KCT 12"KCT- �12"KCT1-"+�12"KCT1 -` { - +r \ cn 1 F
1 I I f I \ \ 1 ‘ ©12"TREE 1 C7` : 1 1 l 1 .. 1 1 I .�-_� -cr--}-Vs.13),., ` _ _7d"KCT 74"KCT\ -":j2'_KCT - \ _ r;
O• 1 I 1 r - __ __ 12"KCT ! \ 72"KCT~ 72"iSCT 12"DRW_
C r ♦ \Z \ '12"TREE 1 , 1 1 11111 \ /" _ - - �15"RCP-�`�� 27- _ _ 12"KCT I14"K T_ d�'KCT-� 14"KCT z 1 I i112"DftW
Sylry ■ \ 1 t,j 1 11 l 1 1 1 1 111 1.. \� I GR 2172.49 1.'..- 1 _ - - -IZ`V.�` - ` - -tCV. 2+. \1 I • r f.���Iy1 78"1
II.
CI \ • * 1 } •, 1 1 1 1 1 11•. \ , 1 IN{A]:2787.3' If{Al ''.1.
-~� CI '``'1 - 1 k f {11d"DRW
hrr o •18"TREE 14"PIN' 'ii ,r 'r I 1�t1 1 j 1 � IN{B]:2787.d' �: I 1 l II I Ih ly I��'-1 I. I ' ,
\ • 111 . I YFA ::::,la 1 1 ���,,,���I/I P S 1 { FRA SAP GR:2180.62'I FRA SAP 5 1 } \ I ■r _ 11JI .}::::':.}" I
SCE *12"PIN` 1 • ‘MI \I1, OUT:2116.0' I `..FRA SAP t 1 f1 IN:2175.5' I 1 1 l . '/ ■ 3 c
y m 1 } + ! i 1 , I I ''/OUT I I f l FRA SAP rl 10"SNAP
.■ I �f �rl I, �IBORE C-7 / 1 1 14,, 2775.4' 4 FFr , ' \ ,. : I 0
1 J 1 I 1 S t l 1 FRA CLST
l • AC ' ' •O` 1 1 ! 1 I ti 1 / �7 I 1 I ! o H r r f I I r I _■
TBM-60dNAIL l _ Ir1 111 1 Iv I I r I d i I .i e'rGw
/ \ �1 \\IN,. p� / l ,al 1 R^ / A tHALTI / r„ no- / I r I 1 1 I m / I •
WITH SHINER ! y� \\11 : z,1 / 1 �1 1 , 1 I I11� I / ry I / I ASPHALT N / ! I �[
ELEV:2,175.86 } '/ '� 1 1 1 1 ___`� jT // / / / /It, I I/ HBO E c-s I I / 1 I I/ !Mpg C-9 • r_
21js 1 �_�_� .1 j `_`_` --- I ; I Il 11 1 I 1 I� I 1 _ JJ e' rF�a"TREE
4. r 1f 'TRA If I r I I I I J.:.
\ \ I rrr
HOL1' A \ / r I- 4 I 1PRA1Ap.i/
II ' 1 I 1 1 1 ■'� 1rpJr
' ♦•• i
/ h - \ ! / FRA SAP FRA SAP ! 1f ..� 1 1.: J
•
-.1 1,�.\,1\` ! 1 r ``� r- -~�` l..w��.=-��.:-�.-�v _ v 1 I 3"FRA I ti z'i10"SNAP c
1 �Vll + I 1 1 \\\i\\ •, { { 112"BruWP12"SMAP.7#�� = 2180� - - 2115 -� -�p _-` _-- . .� .: .y# �.-�_■. ).' -. r1 .0
YFAH \ J, _-`7i'- �=- '" =_. --- _ �1.____ _ 2190.E -i-E��•
1 \ \\s\ i r f r -lam __ ' �~_� __ r� � i- -_ - _ �� \ / i".� r \ \\,\\\' \ l 1 CI 14 d"SNAP` q'�SNAP - 4"SNAP,• 44"SM`P ). 18"SMAPI�© / _ r -- 2195 T - - ~ ~� r .1... 1! �- \\ \ \, , , 1 •+ GR:2176.72'j� - _ 72"SNAP 18"SNAP "r14"SNAP 1�14"SMAPI�72"SNAP ~�~' L ` '', C \•_■\\ - \ IN A 217t.2'- - - �. _ - �2} - ---- 78"SNAP 76"SNAP 78"SNAP 6"SNAP ! 1 _
L ` _ �� 76"SM`P FI •. .YFAH::. \\ \ \\�♦\ \ \\IN[B]:2171.9' �1. ,' - `'- •`2i90 4 `�- - - _i2195 _I� --\ 11 ■ 111 ry 1 10 ,, P DRY STACK
-� \ \ \ \\ , OUT:2169.8' 0 ~1'� :•MA1 �- \ ■ •{B}fi'PVC 1 CI 1 i \ ry Iy �( \ . ¢;p l i S \ U STONE WALL[TYP]
I \\ \■ \�� • N. 6"'bAP APPROX.DIR. 1 i 'ru-� GR:218827' I J
' \ \ \\ .\ f II 1 1 1 + I i= 1 �b5"SAP II R �p rn
I �i _ \ * \ • 8 tr '! f I I I OUT:2177.1'1 ` J l 1 `5'.S..•� ,. , 'C g.'SAP -I
I \\H•OL 'j :�;/BORE C-^ / I If
IJ Jr I r I I 1 r I I I r / f 1 I t r,tF t __ m 11 CONCRETE
�j1�7•4 HOLD. ♦ �^��_- I 1 11 A 5 9 H A LT /r ^� I I !BS /E C-11 ro 1 1 I I i i 1 I' /r SIGN r
1 / --\ ` . �. ,-��ti r 1 11 I / ry ! I ! \ I r I I 1 1 I I • `�
/cV _ r / f ! J 1 I I I ro I ASPHALT / / //
-�Vic-_ �-_- ` - r- r ..I j 1 f I! ' I } ! I I+ �80F C-10 �!r I I/ /r t I M1 GC]
t OL -2T80.- JJq r ! I 1 1 1 {7 / f C7
`� \ y18° .��++r �� IU_-�`��_-_ 1 1 '':S:SAP / i 1 I I I' I ..�./ rf , .✓ / / �12"TREE
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I,Robert C. Brown,certify that this map was drawn from an actual survey made under , s5 91+s -- vac - 7 2 ..---_ ���\.
.. J - ■rr - __ •�-=_=14"TREE _ ,.7-��"\,. b/
my supervision(Deed description recorded in Deed Books as noted)using traditional f 2785� _^ ---_ �_ - INV:2185.6' `ram. �: ,.. The Arboretum ParkingAreas
from information found in Deed and Plat books as shown;that the ratio of precision as c. r -▪ - ~- 16 \�\\;•
\\s AT
calculated[(21 NCAC 56.1603)]is 1:20,000 or better(Class A);and that this map meets a„the requirements of the standards of practice for land surveying in North Carolina[(21 \�� p ■ r pdw
NCAC 56.1600)];that the ground survey was performed❑n May 7th,2019 to the 95°/° �0F k L I ta confidence level to meet Federal Geographic Data Committee Standards;
Furthermore,State Plane Coordinates for this survey were obtained by Global Navigation PIN NUMBERS: 9604-56-6903 JJJ
Satellite System(GNSS)Survey,and the following information was used to perform the
GNSS survey: D.B. 224, P. 448
Horizontal positional accuracy:0.0lm AVERY CREEK TOWNSHIP
g Vertical positional accuracy:0.02m BUNCOMBE COUNTY, NORTH CAROLINA
Type of GNSS field procedure:static(post-processed using Topcon Tools Software and SCALE: ' rl - i ry 05/071201
verified using OPUS-RS) -
as Date of GNSS Survey:April 12th,2019 ROBERT C.BROWN, PLS
- Datum: horizontal=NAD83(2011),Vertical=NAVDSB JOB#19091
R Geoid model:GEOID12a DRAWN BY: J.EARLEY CHECKED BY:R.BROWN
O
Localization point:Northing:656,314.16, Easting:925,919.36 COMPANY LICENSURE#C-2806�
c, Combined scale factor:0.9997832
Units:U.S.Survey Feet
1] HOLMES
Witness my signature,license number,and se` isI �� A�
a �� I-1Ro CASSOCIA.TES
n �iP_Y L A N ]] SURVEYORS P A
this date: May 09,2019 if* 0 '"
10� .7 300 RIDGEFIELD CT.,STE.301,28806
q SEAL
L-2748 Y P.O. BOX 17335,A HEVILLE,N 28816
�172o6e►t L`.8►own
Lso.r..�, ,...9,am __ kZill:
9�` � � � PHONE:{s28}z25 65sz
u Robert C.Brown,PLS .�DLLN.C.Professional Land Surveyor (t d
50 25 0 50 100 150 200 250
hiui"00'� REVISION: 02.20.2020 - CONSTRUCTION RELEASE SET N:uoB5119091 NC Arboretum\DWGI19O91 NCArboretum.dwg SHEET NO. SS1 ❑l9-046
docvelwww. rny4comsfASG69E9 4DAA-A333 DECD06947352 I- - I ,III _ �,IE III I
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VEGETATION AFTER ALL OTHER' / ► AREA TO BE STABILIZEDIASPHALT \ aI I I / / / I ' 1 1 /• 1 / 11� \GRADING OPERATIONS COMPLETE 1 �r■ ��_ I 11 BY VEGETATION:1207 S.F. °RE c-s 1 \ / I / / I , , / / / / 1 / , / J I i :1•�:j>i.! (•:, r I I \ 11 , 1 \\ I I / / I' / , / / ASPHALT I �) / / / 1.1.1.) 1 I''I:'�' ) ) 2. DEMARCATION OF DISTURBANCE AREA LIMITS
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Z CO NO. DATE DESCRIPTION ALL RIGHTS RESERVED DIVISION 689-001
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DESIGNER JTK THIS DOCUMENT IS IS THE PROPERTY OF BELL Lexin ton, KY 859 278-5412
- �� ENGINEERING AND SHALL NOT BE REPRODUCED - 9 ( )
DRAWN WTD 1 02.20.2020 CONSTRUCTION RELEASE SET IN WHOLE OR IN PART OR USED FOR CONSTRUCTION -�� Hopkinsville, KY [phone] CONTRACT N0. CIVIL
-� GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT - PARKING RECONFIGURATION AND EXPANSION PLAN EROSION PREVENTION &
THE WRITTEN PERMISSION OF BELL ENGINEERING. Asheville, NC [phone]
. CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION SEDIMENTATION CONTROL PLAN DATE FEBRUARY 2020
"<• r> SCALE: 1 ��= JOB-O�� THIDS/DOCUMENT,ANOR LAND SSHALLYOR SEALS, IF BE CONSIDEREDAFFIXED TO LEGITIMATE NCLA# C-508
�j APPROVED DJB ONLY IF SIGNED AND DATED BY THE REGISTRANT. SHEET NO. EC1
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o %j CREASMAN BRANCH �J � - ��. \\ N \ \ \\ N AREA TO BE STABILIZED \\\ N \ WESLEY CREEK CLASS B, I / ( 4 I I j I ( I I I 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED 14. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AS NOTED ABOVE IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND
/ // STREAM CLASS B FRENCH :� �.Je, , �. v� A \ A A vBY VEGETATION:34,032 S.F. \\\ \:FRENCH BROAD RIVER BASIN ► I ( r IN ACCORDANCE WITH THE REQUIREMENTS OF THE NC DEPARTMENT OF ENVIRONMENTAL AND AS REQUIRED BY APPLICABLE PERMITS, INCLUDING NCG01, AND NCDEMLR. SEDIMENT THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.
/ / / BROAD RIVER BASIN . O Q \ \ \ \\\ / QUALITY. SHALL BE REMOVED AND MEASURES MAINTAINED AS FOLLOWS: BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
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CO of / // / l �� � v^��. 6\ \� , \ \ \ \ \\ \\ \ \\\ \ \\\ \\ \ ` I I / / I I 1 ► ► 1 ► I r I I' it , q 2. CONTRACTOR SHALL FIELD MARK/FLAG ALL STREAM BUFFERS (IF ANY) SHOWN ON
o / // ,` / /� 'ti,� J/`�' . �\�� `� \ \ \\ \\ \ -�\ \\\\ \ r / ' I / I I I 1 ► �� / ram II / SEDIMENT AND EROSION CONTROL PLAN AND SHALL ENSURE THAT BUFFERS ARE TEMPORARY DIVERSIONS: CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS
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/ �Cq_P,� (t• yt=- ,_.4 _ �� \ \ \\ \\ \ \ \\ \ \\ N / / / / , , 1 I / MAINTAINED UNDISTURBED. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,
/ / O i y , V p r ,�_ _ _ •,p `\ ` \ \ \ \ \\ \ \ I / / ) I 1 I K I h . 3. CONTRACTOR SHALL NOTIFY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR
in / / / \O �/ / - ^� �--�- = �F\ N ► ,4 V \ \ \ \\ \ J , . , I i I I / ASHEVILLE REGIONAL OFFICE PRIOR TO INITIATING LAND DISTURBANCE AND UPON
^. - 7 Q • \ \ \ \ \ / / / I I I \ 1 / / i /✓ COMPLETION OF FINAL SITE STABILIZATION. CONTACT THE NCDEQ DIVISION OF ENERGY RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
\ \ e \ TEMPORARY DIVERSION W/ AN I / I I 1 AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
a // //A . / /� / =i � _ \ _� 'ys \ \ POST CONSTRUCTION \\/ �/ / i�/J / MINERALS AND LAND QUALITY STORMWATER PROGRAM AT [phone] FOR POST TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. (SEE
r � \ \ \ \ e \ EXCELSIOR EQUAL
AEC PREMIER ' 1 I / / icy,
/ ,`rPF�'i'` / ,56-- „� _ \ \ STORMWATER BMP: \ /�STRAW OR EQUAL SINGLE NET / ) J I / / // / / , / CONSTRUCTION STORMWATER PERMITTING. NOTES BELOW FOR METHOD OF STABILIZATION) FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL
�A� `` / / / z,60-� \ �Q \ \BIOSWALE \ \\ c\O RECP TYP., SEE DETAIL 5/DT3 I 1 I I ///// 4. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE AS SHOWN PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
r \ \ \ \ \ cR / / / ON THE PLAN PRIOR TO INITIATING ANY OTHER WORK.
%/ ��.• kp. / '�/ 2�‘6' \ \ \ \ \ \\ J���� �' / / / //// SEDIMENT FENCE: PLUGGING WITH ICE.
q� O / l 'S� \ \ \ \ \ \ \ ci p / r I I / / / 5. THE CONTRACTOR SHALL MAINTAIN THE STABILIZED CONSTRUCTION ENTRANCE. WASH AND
�G✓G� �`��� / / \ \ \ \ \ \ �. ' c5 / / / ///i OR ADD STONE AS NECESSARY TO ENSURE IT IS FUNCTIONAL. IMMEDIATELY REMOVE ANY INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
\ \\ \ \ Q `'�� p• POROUS BAFFLES / / /
�F / - _ _ \ \ \ \ �� / / 1 GAO a\ / / // SEDIMENT TRACKED INTO THE ROADWAY BY CONSTRUCTION VEHICLES. ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE SKIMMER BASIN BAFFLES:
P SPACED APPROX. 11'
�O e, '", • i° / �i . \ �\ \ \ \ \ \\ s.,' r / ��� / ' / / / ///// 6. PERIMETER SILT FENCES, DIVERSION DITCHES AND INLET PROTECTION SHALL BE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
/ pQ \ ,6 ;• j / /' \ N APART TO PROVIDE I / ////J' /
�^ ��, \\ \\ \ \\ dr ��� �Q. / ! / / / / ///// INSTALLED AS INDICATED ALONG THE LIMITS OF DISTURBANCE PRIOR TO BEGINNING ANY SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.
/ \.�,�' 0,^�� ' TOp ELEV. -,\ ^\ ti^ i • '\ �\ \ \ \ • �F/v _Y, ��,. �F, 25% OF SURFACE I / / �/// / / OTHER WORK. NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. AT NO TIME SHOULD SEDIMENT SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
/.�/OQJ / 2183. • �p1lli2i__�� ,, ®\\ \\ .' pF, .., AREA IN EACH ZONE, / / / / /// / / 7. INLET PROTECTION, IF SHOWN, SHALL BE INSTALLED AS STORM STRUCTURES ARE DEPOSITS EXCEED 50% OF THE FENCE DEPTH. TAKE CARE TO AVOID UNDERMINING THE INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
/ ®/ 7 _ g o . ' ^ \ \ SEE DETAIL 7/DT3 / / / //// /
/ / ��� -Of ^� �� ^ ^^ ` \� �- �/ / / // / / /`/� //// COMPLETED. FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
/ / '� \ \ \ ` \ �\ SFagar / / / / / # 8. CONTRACTOR SHALL CONSTRUCT SKIMMER BASIN AND DIVERSION DITCHES AS SHOWN ON DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES
e •
\ /11� a. m ' 1400 S.F. SKIMMER / / / �/ /// //
/ ' �� rl EANOUT / SEDIMENT BASIN I /// //�/ �// �/ PLAN. DIVERSION DITCHES SHALL BE RECONSTRUCTED AND MAINTAINED FULLY FUNCTIONAL AREA HAS BEEN PROPERLY STABILIZED. DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS.
// / \ , / //�' TO DIRECT RUNOFF TO SKIMMER BASIN AS REQUIRED BY GRADING AND FILL OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER
/ ,/ / ` I /' --- AREA TO BE STABILIZED \ \ ��2133 SEE DETAIL 4/DT3 // / // / / //// /�'�/ / ��'-- \ \ \ ` , • \v / / / / // ///�/ 9. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
/ / ,�{ i / / __- BY VEGETATION:956 S.F. \ // �„ 2,;,. �� / / // /// /// / ///
/ SKIMMER BASIN:
/ / ii / i
-_______---- _ .\ e \ a.w �.�� ' // // /// /c,/ LAND-DISTURBING ACTIVITIES HAVE CEASED ACCORDING TO THE SCHEDULE SHOWN ON BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
` / / / / / / / / \ , \ \ �. �_ 2,3e� .r 5 WIDE EMERGENCY /•
�]I/FI/ /// /c� / INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
/ / / / / / �� \ \ \ \ �\ // / // /// / / SHEET EC3, SECTION E: GROUND STABILIZATION. UTILIZE GROUND STABILIZATION METHOD AS AND STABILIZE IT.
// / / / / / ` / / / __--- \ \ \ \ \ \ ���� �, r 'SPILLWAY W/ RIP-RAP / /// / / A s P �+ ALT ONE-HALF INCH OR GREATER RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
ifi /� / _ \ \ �• � (� \ ,(, 4/
DESCRIBED ON SHEET EC3.
/ / / / , / i / ^ \ \ \ �� r \ _ ,••: + OUTLET, USE CLASS B // •yC / / / SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
/ / / / i / / ^ ^ \ \ \ \ \ \ \ \ �, �� \ I / ,, ;; �// Y // /� /r/o 10. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS IS ACHIEVED BY PERMANENT DECOMMISSIONING SKIMMER BASIN:
/ / /� / ° / / / • �� \ \ \ \ \ \ \ � .• EROSION CONTROL / // �� /V rAm HARDSCAPE OR THE DEVELOPMENT OF A VIGOROUS DENSE VEGETATIVE COVER REMOVE THE ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO
/ / / / I/ / o/ / / / \ \ \ \ \ \ \ \ \ , ,�,�, ��� ^ r /// �yy�� / i 01. AFTER THE DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, DEWATER THE BASIN.
/ �, / / / / \ \ ,-� STONE AND NCDOT #57 /// // y , / ^ ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
/ / / % // / / / _ -- \\ \\ \ \ \ \ \ \ \ \ � I // / / / TEMPORARY EROSION CONTROL MEASURES INCLUDING SKIMMER BASIN AND REPAIR ANY
/ / / \ \ \ \ \ \ \ , ON UPSTREAM FACE, / / •/// e / r tie SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST FILL THE BASIN USING SOIL FROM BERM AND BRING TO FINISHED GRADE IN
/ / / / ) `% ' / / \ ` \\ \\ \ _ \\ \ \ \ \ \ \, • ,�^Fib` SEE DETAIL 4 DT3 , //i i/ / `/ ry DAMAGE TO VEGETATION THAT RESULTS FROM THE REMOVAL OF THE MEASURES. CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD COMPACTED LIFTS. SMOOTH THE BASIN SITE TO BLEND WITH SURROUNDING AREA,
//,/ ,, °G / / \ \\ \ \ \\ \ \ \ \ \ <' , / /;, ,/ / / ^e r 11. IF BORROW OR WASTE MATERIAL IS REQUIRED OR GENERATED DURING GRADING
/ /�� / / / \ \ ` \ \ \ \ \ \ \ \ �, �', / // ���\ / r OPERATIONS, AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT MUST BE SECURED DOWN THE SKIMMER. ENSURING THE BASIN SITE WILL NOT POND WATER, AND IMMEDIATELY STABILIZE.
__v •v v v v v A v 1 1 ,° , 1 INSTALL 3" SCH 40 P / r
/ / / / r / /� / v v v v v \ v v v v 1 1 '* �`► �•,, '/ / vv / r ^�� FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF ANY LAND DISTURBING
/ / / / / / / °/ / __ v vv •vv •vv •A A v v •A V 1 r'"�'° j SKIMMER WITH 0.75" ORIFICE/� �(\ / ti / ACTIVITY. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS PERFORMANCE RESERVATION
/ / / / / // G m'' ../ vv v v \ v v v I •1 A �, PLATE AND LANDING PAD; / / v`e
/ j / ' / / / i % v A \ A \V A AI 1 IV S / � , DISCHARGE TO RIP-RAP ' , `ee� / 1.vt' 12. CONTRACTOR SHALL PROVIDE INSPECTION, RECORD KEEPING AND REPORTING AS FLOWING UNDERNEATH OR AROUND THEM. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE
/ / f/ / / \ / '--` ` \ v vv v v ve •I v v I v v / / / CHANNEL SEE DETAIL THIS °�'' /�,- �65 DETAILED ON SHEET EC4. CONTRACTOR SHALL UTILIZE DEMLR MONITORING FORM REV. APPROVED SEDIMENT AND EROSION CONTROL MEASURES PROVE INSUFFICIENT, THE
l j 1 �► / ` vv v v v v y 1 v v ��� ��,(� / ( ,•^"'" /-�_�z 04122019 OR LATEST REVISION AND SHALL PROVIDE COMPLETED FORM TO OWNER WEEKLY. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT
I j j / / / , \ \V APPLY AMERICAN EXCELSIOR\ i+V 0��� _ SHEET) WITH 4" PVC PIPE. -"., ®___ 13. ANY BORROW OR WASTE AREAS TO BE UTILIZED BY THE CONTRACTOR SHALL HAVE AN JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE FROM LEAVING THE SITE. EACH SEDIMENT CONTROL DEVICE MUST BE INSPECTED AFTER
l I l 1 i / ` •v B' v CO AEC PREMIER STRAW OR v vv ��� ��� wl SH SEE DETAIL 3/C8 �r 1-- APPROVE EROSION AND SEDIMENT CONTROL PERMIT PRIOR TOP INITIATION OF ANY LAND
l / , 1 / v \\ ve EQUAL SINGLE NET RECP TO V \\ A ���������������V4i � ` �� �D�/ / /l ,"///i : is' �� G. > DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE EACH STORM EVENT. MAINTENANCE AND/OR CLEANOUT IS NECESSARY ANYTIME THE
\ / < DISTURBING ACTIVITY. SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE DEVICE IS AT 50% CAPACITY.
i �,i i / \\\ \ THIS HATCHED AREA, \\ \\ \ `\ �,�,` `,•���� TEMPORARY DIVERSION '/ i " , SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
I i 1 I j / / / \ \ SEE DETAIL 5/DT3 \ \ \ \ \\ $4 ma`s •�$ \ / W/ AN EXCELSIOR CO '/ \\ / \
I O `���0� ��� / AEC PREMIER STRAW 0, \ 1 cI SODDING, SEEDING & MULCHING
/ /1 / i 1 / / °°11 \\I I\ I i \ \\ \\ \\ `\ \ �����k$S - \
# \ \ \ EQUAL SINGLE NET RECP / 1 .• 58.7T
I T I I l ( I \ \ I 1 \ \ 1 \ \ \ \ \ \ \ \ ��' ADJu TYP., SEE__DETAIL 5 DT3 f �(\ n / / 2154.2
I I ► , I ORF Hpl \ I \ \ \ \ \ \ \ \ \ \ \ • \ �� � � � _ / / \ / / / , SOIL PREPARATION
1 I I I IG 1 \ N i \ \ ` \\ \ \ \ \ `\ \ \ \ \ , ,�� � � �I \ FLUS' _ f i / Vi t \ l \ r / / HYDRAULIC SEEDER, IN WHICH CASE 4 TIMES THE AMOUNT OF GRADED AREA WITHIN THE ONE YEAR GUARANTEE PERIOD. (1) RYE 2 BUSHELS AND RYEGRASS 20 POUNDS PER ACRE; OR,
I 1 I / I 2172.5' 1 \ \ \\ \ ► \ \\ \\ \\ \\ \\ \ \ ®�ti ��������� ,` - --e_\� / / /// // \ / \, / / / / 1. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES INOCULATE RECOMMENDED BY THE MANUFACTURER SHALL BE USED. 18. ALL AREAS TO BE SEEDED OR SODDED SHALL BE THOROUGHLY TALL FESCUE 30 POUNDS AND RYEGRASS 20 POUNDS PER ACRE.
j \ j / \ x j \\ \ \\ W\ \ 0 \ \O \ \�\ \� \ ��\ \ \ ,,,�,,�,,��� _" r / // / \\ / / / p68 REQUIRED TO PERFORM SODDING AND SEEDING AS SHOWN ON THE SEED SHALL BE SOWN WITHIN 24 HOURS OF TREATMENT AND SHALL CLEANED, REMOVING ALL DEBRIS OF WHATEVER NATURE. AFTER THE iv. LIME WILL NOT BE REQUIRED FOR TEMPORARY SEEDING.
I I / ° \ \ \ \ \ \ \ \ \ \ \� I ,�, ,'- ____-�-NV-.
/ l l \,/ r / / 2167 CONTRACT DRAWINGS AND AS SPECIFIED HEREIN. NOT REMAIN IN THE HYDRAULIC SEEDER LONGER THAN 4 HOURS. AREA HAS BEEN CLEANED, THE SOIL FOR SEEDING AND SODDING v. FERTILIZE AT THE RATE OF 400 POUNDS PER ACRE OF 10-10-10
IS I 1 ' G 1 ` e\ \\ \ \ \\ \ \ \\ \ \ \\ \ . �, •• • 1 --�y / 1/ Y // 21 2. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS SHALL 10. LIME SHALL CONSIST OF STANDARD GROUND AGRICULTURAL SHALL BE PREPARED AS FOLLOWS: FERTILIZER, OR EQUIVALENT, BROADCAST UNIFORMLY ON THE AREA
I I !' e \ \\ \ / / \ \ •\ •\ \ \ •,� \ •\ \ •\\ •�`11 L V, 1 \ / / RECEIVE A PROTECTIVE COVER OF LIMESTONE, OR EQUAL. STANDARD GROUND AGRICULTURAL TO BE SEEDED.
l 2172.5' / \ \ \ \ \ �- 2,6 /
I \ �� ° x \ \ \ \ \ \ \ \ \ \ •\ 111 �_ yam= s�R \ \ r1 / ,.s s c� / VEGETATION. THE WORK SHALL CONSIST OF PREPARING THE AREA LIMESTONE IS DEFINED AS GROUND LIMESTONE MEETING CURRENT 1. LOOSEN THE SOIL TO A DEPTH OF NOT LESS THAN 4 INCHES. vi. ALL SEED SHALL BE BROADCAST EVENLY OVER THE AREA TO BE
\ c. \ \ \ \ \ \ \ \ \ \ 1\ ) 'r / / / s / i FOR TREATMENT,FURNISHING AND PLACING SOIL AMENDMENTS, REQUIREMENTS OF THE STATE DEPARTMENT OF AGRICULTURE. 2. WORK THE SOIL UNTIL IT IS IN GOOD CONDITION, RAKING WITH SEEDED AND CULTIPACKED OR OTHERWISE PRESSED INTO THE SOIL.
► 1 1S1\ \ \\ `\ \ \\ ; \\\ \\` \ `\\ \\ \\ \ 1 1\�� -_t / 21 - - �/ I� / / /// / j / • FERTILIZER, SOD, SEED, INOCULATES, MULCH AND PLANTINGS AS AGRICULTURAL LIME OR OTHER NEEDED SOIL AMENDMENTS WILL BE HAND RAKE TO COMPLETE THE SOIL PREPARATION AND MAKE SEED AND FERTILIZER MAY BE MIXED TOGETHER AND APPLIED AFTER
1 1 1 e \ \ \ e \ •\ \\ \\ 1 1s. __ so / �ii
� / _ // SPECIFIED IN THE DESIGNATED AREAS. UNIFORMLY APPLIED AT THE RATE SPECIFIED HEREIN. FINAL FINISHED GRADE. THE SEED BED HAS BEEN PREPARED.
\ \ I \ 9c�_ 1 \ \ \ \ \ \\ •\\ `\\ //' ---/ 1 \ it/ / T , /° _ /91/ 3. THE WORK SHALL BE DONE BY A PROVIDER WHO IS 11. ASPHALT EMULSION SHALL CONFORM TO THE REQUIREMENTS OF 3. BROADCAST 15 POUNDS OF 8-8-8 OR BETTER FERTILIZER ON vii. MULCH FOR TEMPORARY SEEDING WILL NOT BE REQUIRED
1 \ 1 i ' \ \ j \\ •\\ \\All .' i' -- 111 / / / / / A ,// EXPERIENCED, REPUTABLE, AND QUALIFIED INTHETASKSREQUIRED. ASTM D 977-80, "EMULSIFIED ASPHALT." THE EMULSIFIED ASPHALT EACH 1,000 SQUARE FEET OF AREA (FOR SODDED AREAS EXCEPT ON THOSE AREAS, IN THE ENGINEER'S OPINION, T00 STEEP
1 1SI O \ / AREA TO BE STABILIZED \ \ ► 1 /�___ �'� / / / IN: 4. WHEREFERTILIZER ISFURNISHED FROMBULKSTORAGE, THEMAY BE RAPID, MEDIUM, OR SLOW CURE MATERIALS. ONLY TO HOLD THE SEED WITHOUT PROTECTIVE COVER.
\ \ \ \ ' \ \\ / BY VEGETATION:590 S.F. ,\ \\ \ 1 // __ . 'ram`, +� / / / / ? 1/ / / / CONTRACTOR SHALL FURNISH A SUPPLIER'S CERTIFICATION OF 12. STRAW MULCH MATERIALS SHALL CONSIST OF WHEAT, OAT, OR 4. RAKE AREA TO RECEIVE SOD, TO SPREAD FERTILIZER AND WORK
\ ' \ \ \ \�' \ \\ \ \ I ' "^ -\ _ -- - `�' • / ,r`'••\ / r/ / 'e+ // % 1" / e': ANALYSIS AND WEIGHT. WHEN REQUIRED BY THE CONTRACT, A RYE STRAW, HAY, GRASS CLIPPINGS CUT FROM ANY NATIVE INTO SOIL. 24. SEEDING (PERMANENT COVER)
\\ \\ \\ \ \\\ '�\ / \\\ \\\ \ \ 1 2185-____ -` __ - - . 1\ III
ir,41\ `� REPRESENTATIVE SAMPLE OF THE FERTILIZER SHALL BE FURNISHED GRASSES OR OTHER PLANTS ACCEPTABLE TO THE ENGINEER. THE 5. ON AREAS TO BE SEEDED, THE RAKING IN OF FERTILIZER MAY a. THIS ITEM CONSISTS OF SEEDING ALL AREAS DISTURBED
\ ` \ \\ \\ \\ \ ^-- °G \\ •\\ \/1 ��____ -� ® �� •,.;t. ___�\ THE OWNER FOR CHEMICAL ANALYSIS. MULCH MATERIAL SHALL BE AIR DRY, REASONABLY LIGHT IN COLOR, BE DONE CONCURRENTLY WITH RAKING IN OF SEED AS DURING CONSTRUCTION. ALL GRADING AND/OR FILLING OF
y
\ \ \ \ \ S \\ \\ / \ - - �- ' 1 1 r. i 5. THE SOD TO BE USED SHALL BE KENTUCKY BLUEGRASS AND SHALL NOT BE MUSTY, MOLDY, CAKED, OR OTHERWISE OF LOW HEREINAFTER SPECIFIED.1 � . ices• rt RILLS AND GULLIES TO A CROSS SECTION ACCEPTABLE TO THE
\ \ \ \ A' x- .\ .Hp /`\ . / / E ® _. '_ i / �',, i��.r :- �f!f'"?!y COMPARATIVELY FREE FROM WEEDS OR HEAVY ROOT STRUCTURE, QUALITY. THE USE OF MULCH THAT CONTAINS NOXIOUS WEEDS WILL ENGINEER SHALL BE INCLUDED IN THE SEED BED
�� ® AREA TO BE STABILIZED .�- AID - 1 I / I ; • ir.••r•�:i•�:: /l / ` 11 CUT IN STRIPS OF 10 INCHES TO 12 INCHES WIDE, 18 INCHES TO 24 NOT BE PERMITTED. THE CONTRACTOR SHALL PROVIDE A METHOD 19. THE TIMING OF RESODDING SHALL BE CONTROLLED BY THE PREPARATION.
\ •1\,\\ \\ \\ .,`� '5 4 \ BY VEGETATION:567 S.F. N. 1 / •- AD n7 � GRADE - I j 7�4:•.i.}!;ir. .r�;i• /// / / /II
\ _ �\ \ 1 /� ��� GR 1 \ • �•} :•i•�• .•,�i•}� /// / // 11 INCHES LONG, WITH A THICKNESS OF 1-1/2 INCHES TO 2 INCHES. SATISFACTORY TO THE ENGINEER FOR DETERMINING WEIGHT OF ENGINEER. GROUND SHALL BE PREPARED AND FERTILIZED AS 25. LAWNS AND YARDS
\ \ \\ \ \ a \- , _ � I � ' �'�•r�. �L�};�� /// / / 6. ALL SEED SHALL CONFORM TO THE CURRENT RULES AND MULCH FURNISHED. PREVIOUSLY SPECIFIED UNDER ARTICLE 3.02 OF THIS SPECIFICATION
\ _ I I • • .� r / / 11 a. THIS ITEM CONSISTS OF SEEDING ALL AREAS EQUIVALENT
\ \ \ \ \ 1 �� / 2(ss ___ _ - - I ' I j�•�••h: •�•r!i�rs� / / /I 11 REGULATIONS OF THE STATE WHERE IT IS BEING USED AND FROM 13. MULCHING MATERIALS, SUCH AS WOOD CELLULOSE FIBER MULCH, SECTION. IN SMALL PATCHES, SUPPLYING OF 3 INCHES OF TOPSOIL TO RESIDENCE LAWNS OR YARDS DISTURBED DURING
\ \ \ \ �', S _____- A BORE - I !� • }•i?: �i•}.•i�' l I /I I 11 THE LATEST CROP AVAILABLE. IT SHALL MEET OR EXCEED THE EMULSION TYPE, SYNTHETIC FIBER MULCH, NETTING, MESH, AND AND RAKING MAY BE SUBSTITUTED FOR DISKING.
\ \ ` •5 c / - 2�s> y� I / e � } • � •�•r:� 1 I I 11 CONSTRUCTION. ALL GRADING AND FILLING SHALL BE
\ \ \ \ - - I 1iz\--,-/
;���;r.. �•}! �•ir ��1 1 1 1 1 / STANDARDS FOR PURITY AND GERMINATION LISTED HEREIN. OTHER MULCHING MATERIALS THAT MAY BE REQUIRED FOR20. THE STRIPS OF SOD ARE TO BE LAID SO THE JOINTS WILL BE\ \ \ `\ _ __, / �- �z �'' � II � I �. • �•�•�. }•.�r�; � I 1 , I I, / ACCOMPLISHED IN A MANNER ACCEPTABLE TO THE ENGINEER
\ \ \ \ - / �� ass ��� ► \ O� �. }. � II 7. SEED SHALL BE LABELED IN ACCORDANCE WITH THE STATE LAWS SPECIALIZED LOCATIONS AND CONDITIONS, WHEN SPECIFIED, MUST BROKEN. AFTER THE SOD HAS BEEN LAID, IT IS TO BE WATERED
1 PRIOR TO THE PLACEMENT OF SEED AND MATERIALS. SEED
\ \ \ \ e\ - INGRESS/EGRESS ® �' '�� �I „i�} :� i I I l 1 II AND THE U.S. DEPARTMENT OF AGRICULTURE RULES AND BE ACCOMPANIED BY THE MANUFACTURER'S RECOMMENDATIONS FOR THOROUGHLY THEN ROLLED WITH A ROLLER WEIGHING 300 TO 400 SHALL CONSIST OF A MIXTURE OF ONE PART RED TOP AND 3
\ \ \ \ \ •• \ zno ' \ ' , 1 11
\ \ \ \ \ \ \� __-c I /, / Airzn1' ,• I \\ 1'% s n 11 REGULATIONS UNDER THE FEDERAL SEED ACT IN EFFECT ON THE METHODS OF APPLICATION. POUNDS, SUPPLEMENTED BY HAND TAMPING OF SECTIONS PARTS HIGH GRADE KENTUCKY BLUEGRASS SEED MIXED
\ \ \ \ - < �r
/ 1DATE OF INVITATIONS FOR BIDS. BAG TAG FIGURES WILL BE14. ALL SODDED AREAS WITHIN THE CONSTRUCTION SITE STEEPERINACCESSIBLE BY ROLLER. TOGETHER AND BROADCAST AT THE RATE OF 2 LBS TO EACH
\11111h \ \ e \ \\ \` \ �,� _ - SOIL STOCKPILE AREA. �/ream I , EVIDENCE OF PURITY AND GERMINATION. NO SEED WILL BE THAN 1 FOOT VERTICAL TO 4 FEET HORIZONTAL, AND BERMS LESS 21. AFTER THE SOD HAS BEEN PUT DOWN, AS DESCRIBED ABOVE, 1,000 SQUARE FEET OF SURFACE, TO BE SEEDED. APPLY 2
���ipAi� �/�j ACCEPTED WITH A DATE OF TEST OF MORE THAN 9 MONTHS THAN 4 FEET WIDE AT ALL STRUCTURES SHALL BE SODDED, UNLESS EACH PIECE IS TO HAVE A MINIMUM OF 2 STAKES TO HOLD IT INPOST CONSTRUCTION :-..„,.:\: \ � � � AFTERALL OTHER GRADING \ I , 1 TONS OF LIME PER ACRE. APPLY 1500 POUNDS OF 10-20-20
\\ OPERATIONSCOMPLETE, \ , 11PRIOR TO THE DATE OF DELIVERY TO THE SITE. OTHERWISE SHOWN ON THE PLACE, THE STAKES TO BE 1/2-INCH SQUARE, 10 INCHES LONG, FERTILIZER PER
STORMWATER BMP: � \ \ 21" ✓ 9n / II8. THE SEED FOR USE ON THIS PROJECT SHALL BE OF THE TYPE DRAWINGS OR HEREIN SPECIFIED. AND DRIVEN INTO THE GROUND WITH 2 INCHES OF THE STAKE LEFT b. APPLY MULCH AT THE RATE OF 2 TONS PER ACRE. MULCH
BIOSWALE \ �\ \\ \, i � THIS AREA TO BE GRADED ,� , � � \\ II � ��� / I III � AS LISTED BELOW WITH THE LISTED GERMINATION AND PURITY 15. EXCEPT FOR AREAS OCCUPIED BY STRUCTURES, ROADWAYS, A OV TH SOD.\ \\ \ '��` BARE AND STABILIZED BY �:�� � `\ zss U 11� B E E SHALL BE APPLIED TO ALL LAWN AREAS REGARDLESS OF THE
\ 11. QUALIFICATIONS. WALKWAYS, AND SODDED AREAS SPECIFIED ABOVE, THE ENTIRE 22. SOD SHALL BE KEPT MOIST BY WATERING FOR AT LEAST ONE TIME SEEDED.
��\\ \ \ \ � � oVEGETATION:7357S.F. �� 1 ?ass llin�\ \ \ \ \ \ '1I / ,� AREA DISTURBED BYMONTH OR UNTIL THE CONTRACT IS COMPLETED AND THE FACILITIES26. MULCH MATERIALS, MEETING THE REQUIREMENTS OF PART 2 OF
iiiik
\\ \\\ '� , � ` ies® \ / \ / / 11� SPECIES % PURITYCONSTRUCTION OPERATIONS SHALL BE SEEDED. ACCEPTED BY THE OWNER FOR OPERATION. THIS SPECIFICATION SECTION, SHALL BE APPLIED AT THE RATE OF 2
e "/\ \ \ \\ \\ \� 8 ��` \\r 1 \ l �1716. WHERE SURFACE GRASSES AND COVER ARE SIMILAR IN NATURE23. TEMPORARY COVER (ALL AREAS) TONS PER ACRE.
,\ \ \ ` \\ ������ , ^�.� ��+� i \� lj _ Y / IICREEPING RED FESCUE (FESTUCA RUBRA) 40THROUGHOUT THE LENGTH OF THE PROJECT, THE CONTRACTOR MAYa. THIS ITEM SHALL CONSIST OF SEEDING A TEMPORARY27. THE MULCH SHALL BE STABILIZED BY RUNNING A "WEIGHTED"
\ \ ' O O E \D " I _ 11
1 \ \ \ \ �� � w \ \til'
^67Ai.
I \\ 1I11LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) 40PROVIDE SEED OF ONE TYPE OR MIXTURE FOR THE ENTIRE PROJECTCOVER OF GRASS, OR GRASS AND SMALL GRAIN, ON AREASDISK HARROW WITH DISKS SET STRAIGHT, OVER THE AREA ON THE
\ \ \\ \\\ \ - TOp ELEV �� ,' iII I11 / PARTRIDGE PEA (CHAMECRISTA FASCICULATA) 20PROVIDED THERE ARE NO OBJECTIONS BY INDIVIDUAL LANDOWNERSDISTURBED ON THE CONSTRUCTION SITE WHICH WILL NOT BECONTOUR, AFTER THE MULCH HAS BEEN APPLIED, SO AS TO IMBED
\ \ - \ < 2163•� (ION \ •tr•• 1j RATE OF 6-8 LBS. ACRE INVOLVED AND WITH PERMISSION OF THE OWNER AND ENGINEER. INl \ \ RE1EN ® - ® � / II / REDISTURBED WITHIN A 60 DAY PERIOD. THE DETERMINATION OR PRESS A PART OF THE STRAW INTO THE SOIL SUFFICIENTLY TO
\ > \ \ \ \ ` ` \, OF B10I I �,-chi.} •L•. 1 Q / , / SUCH CASES, THE SEED TYPE AND/OR MIXTURE SHALL BE THAT OF THE AREA TO BE TEMPORARILY SEEDED AND THE TIME OF HOLDITINPLACE. ONEARTHEMBANKMENTSORAREASTOO STEEP
\ \\� � \ T4spi4rragr:iofcuL::::ir4:;:ottit:}:jt::::I,I,f
• }:• `i•�`' I 1 I 11 SPECIFIEDFORLAWNAREAS. PASTUREAND ORCOVERCROPSEEDINGSHALLBECONTROLLEDBYTHEENGINEER. FORUSEOFMECHANIZEDEQUIPMENT, THEMULCHSHALLBEHELD\ \ \ � \ I wl��'�., •'si• ' I I , 11 / NURSE CROP /\ \ GI :•:i•"•�. `\ / I✓ MIXTURES SHALL NOT BE USED FOR LAWN APPLICATION FOR ANY b. THE SEED MIXTURES TO BE USED FOR TEMPORARY COVER IN PLACE BY USING SMALL STAKES AND TWINE OR OTHER METHOD
\ l / \ � \ I .��i•�;iri . I \ >r 1 • L I ANNUAL RYE (LOLIUM MULTIFLORUM) 3-4 LBS./ACREREASON. WILL BE GOVERNED BY THE TIME OF YEAR THE SEEDING IS ACCEPTABLE TO THE ENGINEER. THE BLOWN-ON BITUMINOUS-
\ \ �� , \ ,-i i r•. ' *,,,,r� J / �` NO II i 1117. WHEN CONSTRUCTION FACILITIES OR CONSTRUCTION OPERATIONS ACCOMPLISHED. THE MIXTURES AND TIME OF SEEDING SHALL TREATED STRAW MULCH METHOD OF PLACING THE MULCH.
•,r.•,r. 1 8. UNLESS OTHERWISE SPECIFIED THE FERTILIZER SHALL BE A ARE LOCATED ON OR ENCROACH ON PRIVATELY OWNED PROPERTIES, BE AS FOLLOWS: 28. MESH, NETTING OR OTHER SPECIAL PROTECTIVE COVER SHALL
i� \ \ , \ \ \ �� 2,s � \ \\ -_-- ry - '� i•; •.i•} \ INSTALL AND MAINTAIN �i
2 \ \ �\ \ �i • ' 1 COMMERCIAL GRADE FERTILIZER OR AS SPECIFIED HEREIN. THE
iJ \ \ 1 \ � 2,6p \ \ \ \ \ , tie r--� �� AP 14, \l CONSTRUCTION ENTRANCE - ' CI FERTILIZER SHALL MEET THE STANDARD FOR GRADE AND QUALITY THE CONTRACTOR MAY, AT HIS ELECTION, NEGOTIATE WITH THE - BE AT LOCATIONS AS SHOWN ON THE DRAWINGS AND SHALL BE
/ \ - \ \ \ \ 1 / I I �� .v'1 \ TO REMAIN THROUGHOUT GR:®2165.84' SPECIFIED BY STATE LAW. INDIVIDUAL LANDOWNERS FOR RESTORATION OF THE SURFACE. THIS i. TIME OF SEEDING 2/15 TO 6/1 INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
\ --�� \ I - SF \\ \ \\ \\ 1 \ I �\ ` ` I I FN! 2160.4' NEGOTIATION AND SETTLEMENT MAY BE FOR MATERIALS OR LABOR
\ \ / N \ , C / \ \ \ I \ \ \\� 1 \ , \ �173+ \\` I \ COURSE OF CONSTRUCTION ) OUT: 2159.8' 9• THE INOCULANT FOR TREATING LEGUME SEEDS SHALL BE A PURE OR BOTH AS AGREEABLE TO THE INDIVIDUAL PROPERTY OWNER. IN (1) RYE 1-1/2 BUSHELS AND RYEGRASS 25 POUNDS PER ACRE; 29. GRADED SLOPES AND FILLS WILL BE PROTECTED WITH A ROLLED
\ ` k*44 SF',
s ® - - 1 •►\ ` \ \ \ 1 \ SEE DETAIL 3/DT3 CULTURE OF NITROGEN-FIXING BACTERIA PREPARED SPECIFICALLY OR TALL FESCUE 30 POUNDS AND RYEGRASS 20 POUNDS PER EROSION CONTROL PRODUCT IF COMPLETED OUTSIDE OF OPTIMUM
\ / ,,3{ - \ \ \ •\\ JF 1� \ v \ \ \ 1 ` \ \ \ \ SUCH CASES, THE CONTRACTOR SHALL OBTAIN FROM THE
/�• \ N ` \ �1 \ I�� \\ \ \ \\ 1 1 \ ` IR
\�\1 FOR THE SPECIES AND SHALL NOT BE USED LATER THAN THE DATE ACRE. GERMINATION SEASONS WHEN UNFAVORABLE WEATHER CONDITIONS
l 2/ �i F \ \ \ \ \ \ T. \ INDICATED ON THE CONTAINER OR AS OTHERWISE SPECIFIED. A INDIVIDUAL LANDOWNER A "RELEASE OF CLAIMS" RELEASING THE ii. TIME OF SEEDING - 6/2 TO 8/15 PREVENT THE ESTABLISHMENT OF VEGETATIVE GROUND COVER.
I I e - ) I ' �'\/`� 1 \ \ \ \ \ \ ` / �� \ OWNER FROM ANY FURTHER LIABILITY FOR SURFACE RESTORATION,/ t \ , \ \ \ \ \ \ z»5 ,C� \ \ MIXING MEDIUM, AS RECOMMENDED BY THE MANUFACTURER, SHALL (1) TALL FESCUE 30 POUNDS AND RYEGRASS 20 POUNDS PER
` / -J * /' \` I1 �' \ 's \ \\ \ \ \ I I\N / / �- \ BE USED TO BOND THE INOCULANT TO THE SEED. TWO TIMES THE A COPY OF WHICH SHALL BE PROVIDED FOR THE OWNER AND ACRE; OR, SPRING OATS 2 BUSHELS AND RYEGRASS 30 POUNDS
\ V \ /A 4�- \ I \ \ \ \ \ \ \ \ ' + \ / / e \ AMOUNT OF THE INOCULANT RECOMMENDED BY THE MANUFACTURER ENGINEER. THIS OPTION SHALL APPLY TO SURFACE RESTORATION PER ACRE.
\, / 9 < `\ ` ` \, 1' \\ `\ \\ \\ \ �, \\ J _ \I � . e\ -'�\\\ SHALL BE USED, EXCEPT WHEN SEED IS APPLIED BY USE OF ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND
, ) / \ / --��__/ * I I \ \\ \ \ \ \\ ` \ \I i \ I / / \ /�nilIN� REGRADING WORK AND FOR ANY SETTLEMENT OF THE TRENCH OR iii. TIME OF SEEDING - 8/16 TO 2/14
_____--
../_- \ \ \ / --� \� -, P LIMITS OF ` � . e, \ \\ \\ \ \ \\ i _� I II��\l % i c�l�'�. \j \
--- '_- \ , �`J -- \ DISTURBANCE,1 i ,11 \ I \ 1 \\ \ \ \ I 1 % ` r� 1`\ / \ 1 1 1 \
^� \� �' , 2.56 ACRES \ 1 J 1 Q 1 ,�,le� I \ 1 ;1 1\ TEMPORARY DIVERSIONS
� _ \ \ \ \ / �$Od NAIL \ U / tio \ \
-- -_ -+ -�./ / - �\ \ /O \•\ / \ \ � , \ \ \\ \\ � SHINFF�\R \ 1 I I I / \ \ \ \ \
\ oy �� \ \ �\ `ELEV:2,175.�6 ., ®� % / �e \ \ \ \\\\ \ DESIGN CRITERIA DRAINAGE AREA-5 ACRES OR LESS CHANNEL AND RIDGE 1.5 FEET DEEP AND 12 FEET WIDE MAY BE
�- \ \ ------...4 , / ) ` \\ T \ \ it \\ \ 1 I / / ,\ •°\ \\\\ \ \\ \\ USED FOR DIVERSIONS WITH FLOWS UP TO 5 CFS. THIS DEPTH DOES
-_�'�-- �� �'% •
'y ' \ �' ` _ 14" PIN \ \ t` / / c •
*� !\ �0\ \ \\ \ CAPACITY-WEAK RUNOFF FROM 10-YEAR STORM. NOT INCLUDE FREEBOARD OR SETTLEMENT. SIDE SLOPE SHOULD
\ / /^` ��� FN� r �� `\ _Z Z\ -c w?'...'• �\ 3\ \\ \\ BE 3:1 OR FLATTER, AND THE TOP OF THE DIKE MUST BE AT
- - \fv _ N \ �, / \ ` � �\ - . I c `�\\ \\\\\\\ SIDEES SLOPE: OR FLATTER, 3:1 OR FLATTER AT POINTS WHERE LEAST 2 FEET WIDE.
- - - - ----- `- \ i \�I ��� ) A
, .1, y 1 \ O \ 1 �� I I 1 1 \ \ \\ \\ CROSS. TOP WIDTH: 2 FT MINIMUM FREEBOARD: 0.3 FT MINIMUM METHOD OF STABILIZATION I
-- ��--�_�- _ �\ / �� �- �I.� 1 ` 1 �Z ��\ /' 1 \\\ \\\\\ SETTLEMENT: 10% OF TOTAL FILL HEIGHT MINIMUM 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, o
3 - -_ /�_--" __�-__ -\ `' \�\ 0cn e . / \ 1 I \\\ \� STUMPS, AND OTHER OBJECTIONABLE MATERIAL. 0 0
o _ �� ` �� \ i \\ / \ \ 1 \ 1 \\� ,"\.\ CHANNEL DESIGN 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION o 00 o
/�-- i^- ��\\�.r� , 1 Ip 1 �' .� \ \ SHAPE: PARABOLIC, TRAPEZOIDAL, OR V-SHAPED MEETS ALL DESIGN REQUIREMENTS. 0 0 00
����� _���� _1�1 �\ \ / �J \-...........-.
I I , I \ I \� \ / ,��. \ SIDE SLOPE: 2:1 OR FLATTER, 3:1 OR FLATTER WHERE VEHICLES 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY o 0 RIP RAP CHANNEL
08
>. _/ -�,_ I_f�=-_,`�\�� l �` 1 �_ \r/\� ( I 1 1 1 .con\ \ s / _1�-1\ \ \ CROSS POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED A
_� ` \` I \ ) Q n- y� / \ SETTLEMENT. 0
E '/-�-� ' / -_ ����-�L_`_\-...\_'...._--".. .
\� I` / 1 IN- _____ \ 1 1 \ \ \ `\ \\ ; 1 \ . \\);,,. GRADES 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT 0 °o
\ \ 1 I \ ` . \ \\ EITHER A UNIFORM OR A GRADUALLY INCREASING GRADE IS MACHINE REGRADING AND CLEANOUT. :°°:°0°8°0:116:°:0°1°:
00N -�� i� ��i�� \�� \ /^�� \ \ \---.� I ► I 1 \ '`` ' __� 1 \\ _ \\\\\ PREFERRED.SUDDEN DECREASES IN GRADE ACCUMULATE SEDIMENT 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, 0 0 SPLASH PAD
�� _ ��� �� �` � \ \ / \ ► 1 \ 1 / T_.. �. \ \ AND SHOULD BE EXPECTED TO CAUSE OVERTOPPING. A LARGE UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING 0 °
o '�� /�� / __ ----\ \\ �\ \\ l -I ._,`_ - \ \ I \ 1LS\ \ \\\ INCREASE IN GRADE MAY ERODE. DAYS. 00 �0�° o0
cN o0 �� �i _-" ���\ �� \ / \� (I I J '1c� `�` �� O �\ \` \\\ OUTLET MAINTENANCE 000 �°g o
v 2 \\ r / \ DESIGN THE OUTLET TO ACCEPT FLOW FROM THE DIVERSION PLUS INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY 00 oo �oo 00 ,,r
�- ANY OTHER CONTRIBUTING AREAS. DIVERT SEDIMENT-LADEN RUNOFF RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA °0o°S oo o 000 „at e.,
ao PARKING LOT EXPANSION VEGETATIVE STABILIZATION AND RELEASE THROUGH A UNDISTURBED AREAS CAN BE DD SPERSED SPINA LG EVEL SPRECE. ADER.W OM MAKE AND RT MEILYTREPAIRS HE RAS N ESION IDED. WHEN DGE. F THE AREA PROTECTED ANDULLY CHECK OUTLETS S o�0 030�.�•
'`i�.�=
i'� PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL ����*:! �sz�!•
o I TOTAL AREA TO BE STABILIZED BY VEGETATION: 42,149 SQ. FT. (.88 ACRES) SMALL DIVERSIONS TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY _ 1 0�s1.�!�-0��frlir•I ree
co
3%E A PERMANERE THE NT ION CHANNEL VVEGETATIVE COVER ES REQUIRED. A PARABOLIC IS BETWEEN 0.2 AND STABILIZE IT. A�t-��•'�.:ipleze .,�:.
1..• 1. •
N 3 EROSION CONTROL LEGEND 7-DAY I- 7 •Y t lr_';ew,.. .=::•:..
0 o SYMBOLS DESCRIPTION DETAIL NO. AND SHEET STABILIZATION AREA - I I 171421144;
fN 0 I I(SLOPES > 3:1)
CONSTRUCTION ENTRANCE SEE DETAIL 3/DT3 6
w'N 14-DAY STABILIZATION AREA ALL NON-SHADED AREAS
o
3w (SLOPES 3:1 OR LESS) OF DISTURBANCE
4.
�. O TEMPORARY SILT FENCE SEE DETAIL 6/DT3 RIP-RAP CHANNEL PAD DIMENSIONS
a) TREE PROTECTION TP TP
s�
W N `0011111111110,
�(H CARp��., O INLET PROTECTION SEE DETAIL 9/DT3 r
�w O °°°°°°°°°°° ti CONTACT PERSON RESPONSIBLE FOR
j �e°FESS/p°°°°°, 9 j
MAINTENANCE:
0.,0 ' a SOIL STOCKPILE AREA -
THE NORTH CAROLINA ARBORETUM
v> E 9� ° ,, / DRAKE FOWLER C.B.O./C.0.0.
u? = vi; / 100 FREDERICK LAW OLMSTEAD WAY
'La.EI = °° S ASHEVILLE, NC 28806-9315
7.m -;,0,9/1/CINEF�°��;
CLOUDED REVISIONS A
828-665-2492 EXT.-206
wo .,,;" °J° BO\,-,,s`' SINCE LAST SUBMITTAL
cc a
eA
co NO. DATE DESCRIPTION ALL RIGHTS RESERVED
og DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] I DIVISION 689-001
N3 � ENGINEERING AND SHALL NOT BE REPRODUCED 9
DRAWN WTo 1 02.20.2020 CONSTRUCTION RELEASE SET IN WHOLE OR IN PART OR USED FOR CONSTRUCTION Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN EROSION PREVENTION & CONTRACT N0. CIVIL
o GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
o THE WRITTEN PERMISSION OF BELL ENGINEERING. Asheville, NC [phone]
vi CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER bell NCEF# F-1383 PARKING LOT EXPANSION SEDIMENTATION CONTROL PLAN DATE FEBRUARY 2020
N SCALE: ,, 30,-0,, AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
�j APPROVED DJB THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE
ONLY IF SIGNED AND DATED BY THE REGISTRANT. engines I SHEET NO. EC2
V U

U
6
H
N
J
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ❑NSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER
1. Maintain vehicles and equipment to prevent discharge of fluids.
Er
Implementing the details and specifications on this plan sheet will result in the construction -•N ;•�� ,, Aa
2. Provide drippans under anystored equipment. B
activity being considered compliant with the Ground Stabilization and Materials Handling o � A 1� - - - of w my „. ,
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the °5 ��S T .-x,, S O, j0FylM�•�i0j7 nri,,
sections of the NCGO1 Construction General Permit (Sections E and F, respectively}. The project �o EH STAB - • - -
permlttee shall comply with the Erosion and Sediment Control plan approved by the o o o o -1 - 1rvAimra F-
44
delegated authority having jurisdiction. All details and specifications shown on this sheet 4. Collect all spent fluids, store in separate containers and properly dispose as T ��,a,z,�,�,� � cT mayB-
not apply depending on site conditions and the delegated authorityhavingjurisdiction.
hazardous waste (recycle when possible). CLEANLY
, , SOME
B �
p p Y p g g j ' LOCATION ILTERn, v IN
WASHOUT 5. Remove leaking vehicles and construction equipment from service until the problem � •, *� A-�
has been corrected. KNEED SIGNAGE
FRAL=AMON DETERMINED II FELD "CLEARLY ' a °0M TC '
SECTION E: GROUND STABILIZATION I I SHALL LIED NE, %SOID
' > I I CAPACITY O A
Required Ground Stabilization Timeframes CHES 75X 13F TIE STRUCTURES
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products PLC "„"'°""
aCCIENETE WAsiwr SriNCTURE ADS TO SE EL961
to a recycling or disposal center that handles these materials. CLE TE WPAIo„r STRUCTURE
Stabilize within this WITH
Site Area Description manycalendar BELOW GRADE W SHOUT STRUCTURE ABOVE GRADE WASHOUT
ASH UT STRUCTURE
Timeframe variations ITS'
days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash CONCRETE WASHOUTS
swales, ditches, and 7 None receptacle) on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HOW) Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopes are 10' or less in length and are from upland areas and does not drain directly to a storm drain, stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than pg 3:1 7 not steeper than 2:1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements, where applicable. If an
-7 days for slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used, contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two
-7 days for perimeter dikes, swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW S. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days, clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes, swales,
PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s) closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note: After the permanent cessation of construction activities, any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area, on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled, sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the _ construction sites. S. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. - limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75% capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground, at least 50 feet away from storm drains, overflow events. Replace the tarp, sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products, follow manufacturer's instructions.
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
• Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed • Hydroseeding with properly operating unit.
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES, PESTICIDES AND RODENTICIDES
• Plastic sheeting with mulch 1. Store and apply herbicides, pesticides and rodenticides in accordance with label
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides, pesticides and rodenticides in their original containers with the
• Structural methods such as concrete, asphalt or 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls label, which lists directions for use, ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
0 • Rolled erosion control products with grass seed available. accidental poisoning.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS five feet from the toe of stockpile. or surface water. if a spill occurs, clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials ❑nsite.
construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance -
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated
PAMS/Floccula�nts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
13. 4. Provide ponding area for containment of treated Stormwater before discharging -
,�n-� 2. Place hazardous waste containers under cover or in secondary containment.
3 offsite. IX�
� ' 1• NORTH CAROLINA A 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover. I
N
or surrounded by secondary containment structures. ; . . Environmental Quality
W
EFFECTIVE : 04/01 / 19
ca,„ ,,,.��.l�...-„' NCGO1 GROUND MATERIALS
., CARD'''
,, ;moo* °�°S/ :°...--7 ,
Z. �aE ' :::„0:,/ /
w •
e e
Q 09°,NCINE\-.." ÷,
0 ',,, 'el J.. B 0\'s,''
ZA
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0
NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL DIVISION 689-001
�...... ENGINEERING AND SHALL NOT BE REPRODUCED Lexington, KY [phone]
1 02.20.2020 CONSTRUCTION RELEASE SET IN WHOLE OR IN PART OR USED FOR CONSTRUCTION Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN EROSION PREVENTION & SEDIMENTATION CONTROL CONTRACT NO. CIVIL
DRAWN WTD GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
o THE WRITTEN PERMISSION OF BELL ENGINEERING. Asheville, NC [phone] PLAN
N CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER bell NCEF# F-1383 PARKING LOT EXPANSION GROUND STABILIZATION AND MATERIALS HANDLING DATE FEBRUARY 2020
SCALE: ��- 30�-Q�� AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
3 APPROVED DJBTHIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE
ONLY IF SIGNED AND DATED BY THE REGISTRANT. engine SHEET NO. EC3
o

,
H
PARTII1
PART III
wPART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING
SELF-INSPECTION, RECORDKEEPING AND REPORTING
O
T
SECTION A: SELF-INSPECTION SECTION B: RECORDKEEPING SECTION C: REPORTING
reported
Self-inspections are required during normal business hours in accordance with the table 1. Occurrences that must be re 1. E&SC Plan Documentation p
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences:
personnel to be injeopardy, the ins inspection maybe delayed until the next business dayon The approved E&SC plan as well as any approved deviation shall be kept on the site. The
p Y approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner
performed upon the commencement of the next business day. Any time when inspections
described: (b) Oil spills if:
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
Item to Document Documentation Requirements • Theycause sheen on surface waters (regardless of volume or
Frequency (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy g ),
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete, date • They are within 100 feet of surface waters (regardless of volume).
business hours)
(1) Rain gauge Daily Daily rainfall amounts. locations, dimensions and relative elevations and sign an inspection report that lists each
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available, record the cumulative rain measurement for those un- initial installation of the E&SC Measures or if of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref: 40 CFR 302.4) or G.S. 143-215.85.
needed). Days on which no rainfall occurred shall be recorded as installation.
"zero." The permittee may use another rain-monitoring device
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses.
(2) E&SC At least once per 1. Identification of the measures inspected, Plan or complete, date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the
and within 24 3. Name of the person performing the inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
hours of a rain 4. Indication of whether the measures were operating
event > 1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC Plan or complete, date and sign an inspection
6. Description, evidence, and date of corrective actions taken. Plan. report to indicate compliance with approved
(3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, 2. Reporting Timeframes and Other Requirements
discharge 7 calendar days 2. Date and time of the inspection, ground cover specifi cations.
After a permittee becomes aware of an occurrence that must be reported, he shall contact
outfalls (SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete, date and sign an inspection report.
the appropriate Division regional office within the timeframes and in accordance with the
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC Measures
event > 1.0 inch in sheen, floating or suspended solids or discoloration, other requirements listed below. Occurrences outside normal business hours may also be
24 hours 5. Indication of visible sediment leaving the site, have been performed. reported to the Division's Emergency Response personnel at [phone], (800)
6. Description, evidence, and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC 858-0368 or [phone].
(4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record to E&SC Measures. Plan or complete, date and sign an inspection
site 7 calendar days of the following shall be made: report to indicate the completion of the
and within 24 1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain the site limits, corrective action. Occurrence Reporting Timeframes (After Discovery) and Other Requirements
event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and (a) Visible sediment • Within 24 hours, an oral or electronic notification.
24 hours 3. An explanation as to the actions taken to control future deposition in a • Within 7 calendar days, a report that contains a description of the
releases. Z. Additional Documentation
Stream or wetland sediment and actions taken to address the cause of the deposition.
(5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a
In addition to the E&SC Plan documents above, the following items shall be kept on the Division staff maywaive the requirement fora written report on a
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction site p
or offsite and within 24 activity., then a record of the following shall be made: case-by-case basis.
(where hours of a rain 1. Description, evidence and date of corrective actions taken, and and available for agency inspectors at all times during normal business hours, unless the • If the stream is named on the NC 303(d) list as impaired for sediment-
accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes, the permittee may be required to perform additional
24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit requirement not practical: monitoring, inspections or apply more stringent practices if staff
of this permit.
(6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC - determine that additional requirements are needed to assure compliance
stabilization of grading measures, clearing and grubbing, installation of storm (a) This general permit as well as the certificate of coverage, after it is received. with the federal or state impaired-waters conditions.
measures drainage facilities, completion of all land-disturbing (b) Oil spills and • Within 24 hours, an oral or electronic notification_ The notification
activity, construction or redevelopment, permanent (b) Records of inspections made during the previous 30 days. The permittee shall record release of shall include information about the date, time, nature, volume and
ground cover), hazardous location of the spill or release.
2. Documentation that the required ground stabilization the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of substances per Item
measures have been provided within the required p q 1(b)-(c) above
timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if
soon as possible. (c) Anticipated • A report at least ten days before the date of the bypass, if possible.
shown to provide equal access and utility as the hard-copy records. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass_
NOTE: The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be I
(d) Unanticipated • Within 24 hours, an oral or electronic notification.
maintained for a period of three years after project completion and made available bypasses [40 CFR • Within 7 calendar days, a report that includes an evaluation of the
upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass.
o
(e) Noncompliance • Within 24 hours, an oral or electronic notification.
with the conditions • Within 7 calendar days, a report that contains a description of the
of this permit that noncompliance, and its causes; the period of noncompliance,
may endanger including exact dates and times, and if the noncompliance has not
health or the been corrected, the anticipated time noncompliance is expected to
N
environment[40 continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 12 .41(l)(6).
• Division staff may waive the requirement for a written report on a
case-by-case basis.
!l
7 !W•r}
T NORTH CAROLINA
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NcGol SELF-INSPEcTIoN REcoRDKEEpiNG AND REPORTING
EFFECTIVE : 04/01 / 19
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NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTKTHIS DOCUMENT IS THE PROPERTY OF BELL DIVISION 689-001
�........ ENGINEERING AND SHALL NOT BE REPRODUCED Lexington, KY [phone]
1 02.20.2020 CONSTRUCTION RELEASE SET IN WHOLE OR IN PART OR USED FOR CONSTRUCTION Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN EROSION PREVENTION & SEDIMENTATION CONTROL
DRAWN WTD GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. Asheville, NC [phone] PLAN
N CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER bell NCEF# F-1383 PARKING LOT EXPANSION SELF INSPECTION DATE FEBRUARY 2020
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SCALE: 30'-Q�� AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
3 APPROVED DJB THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE
ONLY IF SIGNED AND DATED BY THE REGISTRANT. SHEET NO. EC4
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/ //'/ "/ //�, / ; y��,ol/ / > h /„/ \ ;,',' 3'� ' ,f, ,"/'' EROSION CONTROL LEGEND
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• INV: 00 l' i/ ///i/ /6 / / i / / % 1 \ //// / / / // / / / 7// / /
co \\ / /�'i/' //'/'/i' / /' / / ' /' �i' II / CE CONSTRUCTION ENTRANCE SEE DETAIL 3/DT3
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' d' �% / 2\�0 I I 1 I ii i1 u / - \_-- ____- _-___--_- r _ -_ - _ ---- - - _ _ ______-1N- CI-_ - -_--___-- --_ __ __ \ / r/ PAVEMENT AND CURBING.
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/ v I \ u I = r_ \ \ I / I I REQUIRED TO SAFELY ISOLATE CONSTRUCTION AREA AND
`� / / III 1 1 I .I; /1 \\ I \ \ \ / \ n n CI I iI \ \ I r► u \ 1 \- \ I / / /
/ Ih/ I III 1 II / o \ 1 \ „c�,.;.,i GR: 2ts 3T I �I1ry<,ri \ \ ������,,,, ) \ ;; / ■.��� _ \\ = \\ \ I E»r__V,' / // , I ` i» 04 CONSTRUCTION ACTIVITIES FROM SITE ACTIVITIES, PERSONNEL,
►� I III 11 : \ \ \ n.,y.'li IN: 2164.►' I Its s , \ \ ..emu \ Is . t
/ / I I I I I 11 / °' \ �� \ \ 11 �I I II \ ' n I \ I ,� / 1 , 1 �* \ \ ' -T \ \ \ 6" KST ,' ,' I / / / I AND VISITORS. CONTRACTOR SHALL COORDINATE STAGING
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I / 1 III ►► / /'\, 7 / \ I I \ / 1 / / I / 1 I ,''' // 1 / ( AREAS WITH OWNER.
\\ / / / , I I I I /� / , / \ I I I I CONTRACTOR: OWNER WILL FLAG / / , / l / I / 1 1 / / I / // (Y 8" IPw
' I \ / I I1 1 / / I ASPH ALT \ 1 1 I , / / / / / . / / f)
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\ \ \ \ \ \ / I I 1 / , 1 / h ) / / / / CONTRACTOR: OWNER WILL FLAG I 1 , �'// / I j 8" DOw
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ALL RIGHTS RESERVED
NO. DATE DESCRIPTIONI
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lin tOn, KY 859 278-5412 DIVISION 689-001
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1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCED g ( )
DRAWN WTD GRAPHIC SCALE IN OF OTOLE HER ROR IN THANPART THISOSP SPECI FOR FIC PROJECTS
RO EONTRUCTON
CT WITHOIUUT Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN DEMOLITION PLAN CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone]
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION EXISTING PARKING LOT DATE FEBRUARY 2020
SCALE: 1 =30' AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
APPROVED DJB THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE
ONLY IF SIGNED AND DATED BY THE REGISTRANT. enCT SHEET NO. D1.0

EROSION CONTROL LEGEND
SYMBOLS DESCRIPTION DETAIL NO. AND SHEET
CE CONSTRUCTION ENTRANCE SEE DETAIL 3/DT3
SF TEMPORARY SILT FENCE SEE DETAIL 6/DT3
' -I-N'I �I1�- — — — — _ _`\ ____--- --' -1 1 /, ----- \� ,,-'��/ i I I 1 CD
OUTLET PROTECTION SEE DETAIL _/__._ -
2185 ----------- ---G--R--�-_S_-5__----------
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_-_- _--'�------------------------ _ _ _ _ - 21g0__ --_-./� ---\\ \\ cn I 1 / l�I CD CHECK DAM SEE DETAIL _/__._
/ 0 ------- crn-, ,-- /
2� kCT (6) KCT j- 4" KCT / •4Oi2T, 'K / 1 KCT 0 " KCT •\\ I // :11Di
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INLET PROTECTION SEE DETAIL 9 DT3
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'�� u •♦ r / j j/� l 1 1 �;j SAP I 1 FRA \ t \. / .' TFTEMPORARY FILTER BARRIER SEE DETAIL _/__._
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I / \ TREE \ ,\ . ♦ j / / / ///'// ) 1 r I I • /�,/ //, / I / 1' I a uuW�
��J I \\ \ \\ \\ \\ ♦ o / , /, ,/ /* ILL FLAG ONE (1) FRANKLIN IN THIS AREA TO BE HARVESTED WITH TREE SPADE AND TRANSPLANTED ON-SITE. SEE LANDSCAPE PLAN. / 1
�' �' /\ -- \ \ \ \ ti/ / / / ///// / l / I I / 0 1 I / / � l 1 /
// SITE DEMOLITION NOTES:
/
(/y 0 ,/ �/ I L__-------- \\ \ N \ \ \ \ •♦ , / /rL ///// / / I , . / I , 1 1 /
/ / / / / ,' /' ,'' _ _---- \ \\ \ `\ N \ \ \ \ ♦ / // / / ////7 7, / �i T /40 / / / / / Q/ ��' /
/ / / / / /// / / <v / I / / / / / / / / / ' 1� EXISTING ASPHALT PAVEMENT TO BE REMOVED.
�/ / , �/ \ \ \ \ \ \\ \ \\ \ ♦ // / / /C / / / /
/ / ,/ /� / // /' /' _ — 2165 - — — — 0"\THE \\ \` \ \ \ \ 00 ♦♦ / / / //, / / 1 I / / / /
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♦ I ♦ / / / / /// / / 1 / / / 1 / / /' / / /
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/ / // ,/ /, / \ \\ \ \\ \ \ \\ \ \\ \ Y�20" TREE •♦ ♦ / / /' / /�//�////, / I I / / / / / I / / / / / '2 EXISTING CONCRETE / STONE PAVEMENT / STONE STAIRS TO BE
/ / / �/ / , , , / _---- -- 20 �REE\\ \ REkko \TRF\E,\TT. ♦� / // // //// /
/ I I / // ,er•_. ( /�-� /• / / / 1 I REMOVED. SALVAGE STONE WHERE INDICATED ON PLAN.
/ , ,---- / / I O. MILL ASPHALT 2" DEPTH.
/ / — \ \ \ \ \ \ \ ` \ \ , INV: 1 b.t' / // // �' i / / // / / ci" / / l /
/ / / �/ / / /o / / N • \ \ \ \ \ \ \ 2i � / i /56/ //, /c� / / , _ / / / / 1
/ , / , / / / , / / /' ,' -------- \\ �\ \ \ \ \ \ \ \ \\ \ \ \ \ 12" TREE / / / / /'''(// //, / / ASP / - / �4'o-P / j / / / I / /' \q0 /'� l I
\ \ \ \ \ \ \ \ \ \ \ \ \ / /, , n / // / / / O. MILL ASPHALT FULL DEPTH TO STONE BASE.
/ , \ "\TREE \ \ \ \ \ \ \ ♦ /, /, /, /// Y // /o /cu / _ / / / I i / — — 1/0"
/ /// / /�/ / i / o /' / / 14�iRE� 1\ \` \ \ \ \ \ \ \ \ \ // /, , /// / \� /c�/ \ / ASAP / / FRA / I 1 /
, , / / / , / / t _ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ // /, , //, / / y / / �� \\ / I , / I/ / J / I I ( / o o / / 1 EXISTING LIGHT POLE TO BE RELOCATED. SEE UTILITY PLAN.
/ / i/ / / / / Y / , 12" TREE TRE€\ \ \ \ \ \ \ \ •\ \ \ / / / \ / % / -- ____---- ______-- _ _ _ - _----- -- _____' ,' ,, `\ ,' cn /
__ __ , / / 6 EXISTING CONCRETE CURB TO BE REMOVED.
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1 / , / l l I h 1 / / / / / ___\24" TRLk \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 / / //t/ /h/ // / I / f/,' / `�i� j C3 16" SMAP I 16" SMAP I `� 1 / 0
l l l I 0 / , \ / \ \ \ \ \ \ 1 1 1 \ \ \ \ \ \ \ \ \ \ \ �_, / , / / / ;,� �►dAP 12" SMAP I 1fi"SAdAP___ \ 1t?\SMAP I1 i:" SMAP \ I 1 I PAVEMENT AND CURBING.
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` dM2 - 60d NAIL / / / 1/ / /// / �� ' '` 1- _-- t�---- \ --__ \ - - _ I ---- \\\ I '/ 0 /I I o 90 SALVAGE SIGN - SEE LAYOUT PLAN FOR RELOCATION AREA
I / 1 I TbREE 1 / o / •/ \ \ \ \ \18"\TR�E \ \ d \ \ \ \ \ \ \ \ \ \ \ \ `\ WITH SHINER / / / /, /, / /, / / o _ _
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1 / \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ ELEV:2,161.39 / / / / ' NOTE: CONTRACTOR SHALL PROVIDEALL NECESSARY MEASURES,
I l 1 d \ \ \ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ / / // / / / / I / / ' ' ^LT54.�rQ �/ (7). - / /
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1 I �l 1 1 1 I I \ 1 \ \ \ \ \ t�C TREE \ - _ - , / / / / / \ / //1 / I II I _ 1. ' / / INCLUDING TEMPORARY CONSTRUCTION FENCING (ORANGE MESH),
l l / 1 I I / / 0 1 �•�16"TITRE 1 \ \ \ \ ` \ \ \ \ \ \ `\ \ \ \ \ ` \ -----'--- _-- /' / / / / //// \ / / , 1/ 1 1 \ . /
/ i'o�12"I THE I I / G 1 \ I t t \ \ \ \ \ \ \ \ \ \ \ \ \ \__� `\ / , /////// / \ , �i/ / /Glut: 2158.77' I ;; \\ \4 ,, I I ;�, `� , REQUIRED TO SAFELY ISOLATE CONSTRUCTION AREA AND
yet I I SILT FENCE 1 1 4" To E\ \ \\ _ --- _ _ / �___ 3 ---'' /
I I I I 1 TREE PROTECTION FENCE 1 \ 1 \ \ \ • \ ` \ \ \ \ ` \/`� I__ -----' _-_}_--'''--- ' / / / \ / / / OUT. 2154.2_ t 3 i11044 \ 3 `44 SAP ��N� 6" SAP , CONSTRUCTION ACTIVITIES FROM SITE ACTIVITIES, PERSONNEL,
1 " TIREE1 I 1 1 I \ \ \ \ \ \ 1 16\TRLE \ \ \ •\ \\ \ \ \ \\ 1 1 - / //// /,/, / , \ / / / / \ I I I 1\�� // / AND VISITORS. CONTRACTOR SHALL COORDINATE STAGING
1 I I I 1 1 1 / Iv
1 •\ • 1 \ \ \ \ \ \ \ \ \\ `\ \ `\ \ `\ �° 1 1 _ - Ef - • 2t5o � _ , / / / // // / / \ / / / / / I / ,/ `\ , ,/ , AREA, ACCESS TO FACILITIES AND TEMPORARY CLOSURE OF
I 1 \ • \ \ \ \ \ \ \ / „ , I I .•_� L . I AREAS WITH OWNER.
1 1 I \ t \ \ \ \ 1 'I Le 12" TREE_-- / //, / / \ Q:///
/ , / \ / I I �� i I1I1II I 2",fREE I �i._. �,J, I \ \ \ \ \ \ \ \ \ E\ \ D. \ -\ \ \ / // / \ // / / I / /
1 I \ IC. // / / / / IGN / , /Iv I 1 11 I I \ x \I '"`Y'" IrREE\\ \ W\ O \ \O \ \�\ `\ \\ \\ \ \`11' _---- 8" TREE iN________;;;:911.16"-____T-R //, / /�,/ / . , / Q 1 I I I / 1
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I 1 1 18" TREE / / I \ \ \ - - — / / / / / N / /
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1 1 1 • �" Z55 — -•AGE••� 117i, / / / ,
1 1 1 THE / 2'"` L \ \ \ \ 1 T�2EE 11 , - - / / / / / c, / -, I Q 0 / / 0 / --
1 1� 1 1 1 S" �C \ \ • \ \ \ 1 / _ _ _-__ / / / / 4 ASPHALT 4 /
1 1 1 I I \ \ -TREE G x 2"'TEE \ \ \ \\ \ \ \\ \\ >•F \ \ 11\'- ' _ - / ///� ii \\ ' / / / / /' // I / I ^°�' ' / / --c
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\ // / / / / / / REMOVE CURB SIDEWALK
6" EE \ 1 , ------ - ---- - — / / / / / / 1 1 1 I I 1 \ \ ' 61 TREE \ ` -- ` •` ` ` 1 ' - ----- - J / / • \ /; / ,' /'' / / l 1 /' ' /
1 \ \ \ �, \ \ \ • 1 TR�E \ \ \ 1 \� /-- / / I / 0
1 1 I 1 \ \ \ `\ ---�/ I
I \ \ \ \ \ \ \ — — _____-- / /, I, \ ,i / / , ,/ / , GR: 21pl.8 / 4.=aN / � // - / TO CONTROL JOINT, TYP.
Ff,- 14 TREE _ / It •a / / / IN: 21 4 // / ♦ \ /i Q / r ..
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\ 20" TREE\ 2" TREE \ \ \ \ / ♦ / / / ,
\ \ UNDERGROUND AT, OLE / \ \ \ -----__14" TREE '_ -, ., ♦* c� 1 �ii / / �[ lu
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\ \ \ v \ \ Qf2` \� /' / / " TREE\ 1 1/' ,------ --''__-'' ____ "1 y ni / �'.C�l // i © m� / II ice` SAP / l / \\ / 1 1
\ \ \ \ \ \ ��TREE \ _ -- / O / 1 \ \ \ 1 1 / -re ---- 65 1 I /\ „ / / / ♦ �n/ / /' n, / / 1 �t / tir/ 1- I / c
\ \\ \ o / / \ \ N 1 1,, ,-_-- 1 ,� n / /, / SALVAGE i / / / 1 / o
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\ \ �• \\s 24"\TREE \\ \ . �ry I `\ \\ \\\ I I �' "-TREE- - _ / SF I, i / i.rwitp ' 1 �-.,/ / 110" SMAP
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\ .c\ \ 2" TREE , / / / c , 1 /r 4\ I / / 11 / +-+ (�
\ I ✓, \ 14" TREE I /-- 4" T� , / 1 vi ■T oi,,li / / / ,'I I I I / 1 / / -I-- _ ' -4'' -� --- I�I /���/��� �/ j r J " / 1
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\\ \\ \\ "" 4 -EE \"-\ _-'-------------- I I. i `N2 TREE /, // ' 8".T,REE e�� ''. -� / / i' \\,'7 / / /' i I j 1 I 1 \ ►► J I _ -- _____----== ss - i SALVAGE ♦� ii _-- A' REMOVE STONES TO BE ©i
\\ \ \\ . .,� - - _-- - 1 1 1 �/ / 2L-TEE— - - _ / �� `.. I / , I I 1 ri II -r/-- r^ -�� 0 •• NI I• I. - f"-♦ Ir {�/ REPLACEDpf�W�HEN� ONCRETE
\\ \ \ \\\ ` -`\\ _----_----_ \\• \\• I I i \ `J/ /:- —A/' �/' Y\ I •i / ,%/ / 1 I I Q♦ti 1 j ` / ` ,/ ' /^ 2200 -— / - `\�'' -- r ♦ i' jJ,i
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1 11 E / , THIS AREB- DI v - n
BY OTHERS \�`,, \\\ `\\\`-- ........
\ y�14" TREE ' 2165 _ \•\ iT t 1 / i \\\ I I I I I I I i WI /I� ; �/ \\ ifl.:..1.-+-r+-4-1
♦ , `,✓ / o�/' `SAW CUT AT CONTROL JOINT, CLEAN
l \ 1 1 / i �i I I li / , � oi \16" E 1 / / I / / 1a , / I / C�\ \ \ \\ ��_ \ \ \ \ / / \ / , / I I II 11� n // , \\ ♦ �•� j// STRAIGHT LINE, TYP.
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\ \ \ , / \ I 11 - 1 - �` ,`�I� , /, CONCRETE
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\ \ 14" TREE--- -TREE . •\ •\ \ •\ •\ \ \ /, l I I II / - - \ \ 0 I / SSMH f I d
\ _---- - \ \ \ \ / //� \ / / I 11 RELOCATED, \ \\ $ 1 /t�� �� / � \\ ` \\\ \ --- \ \ \ \ \ N\ \v` \\ \\ \ \ % / , \ / / / i i i I 11 / \\ o / RIM: 2203.50' •' / �'
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/ A S P H\ L T \�\\ / / , \ \ OUT: 2193.9 —\ -\• -\\ \\ \\ \14 T�E\ \ \ \\ \ I1 111 \ \ \ 2205
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-\ \ \ 4" T1\ \ \ \ l \\ \ / 1 1 \`. `\ �\ ` �I _ 1 I 15" RC-Mr GR:,2165.84' OUT: 2191.1' \ \ ' \ '7 /
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1 1� \ TR \\ \4' TR E I I `\ \�\\`� \ `��1j \' / 1 \ \I \ \ \ \ i \ n�O__ __00 —\� \---- --\ ODO / /� ® >5' '
\\ i- / I \ �,R \ \ \ �\ 1 \ .� \ \ N \ �.� \ ♦ 1 \ \ \ \ \ \ Ob----------------- --- - �'-- �C1.� • �A� /�' / ` LVAGE
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/ \ 1�• TR TREE\ \ \ \ \ \ \ \\ 8 \TREE 4 \ iu \\I' �, ♦ \ 't _\ \ \ gC� ---- -_- --S---a--S------------ — ----`-- ---- \`\,,,\,O'U► �, `,.. c /
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c�*� Y I \ \ \ •TREE c> / / _ _----- - ---- ----------------- ---- ----- --- .•.\ \ \ /
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PARKING LOT EXPANSION ENTRY REALIGNMENT — ENLARGED
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NO. DATE DESCRIPTION
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION 689-001
ex
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCEDIN g
DRAWN WTD GRAPHIC SCALE OF OTOLE HER ROR IN THANPART THISOSP SPECI FOR FIC PROJECTS
RO EOCT WITHODUT Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN DEMOLITION PLAN CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone]
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION PARKING LOT EXPANSION DATE FEBRUARY 2020
AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
APPROVED DJB SCALE: AS NOTED THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE
ONLY IF SIGNED AND DATED BY THE REGISTRANT. eno SHEET NO. D1.1

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Q DESIGNER JTKTHIS DOCUMENT IS THE PROPERTY OF BELL KY [phone] DIVISION 689-001
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DRAWN WTD 1 02.20.2020 CONSTRUCTION RELEASE SET IN •
wyoLE oR IN PARr oR usED FOR coNsrRucrloN --� p ( )
GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT gr HO kinsville, KY 270 886-5466 PARKING RECONFIGURATION AND EXPANSION PLAN LAYOUT PLAN CONTRACT NO. CIVIL
c THE WRITTEN PERMISSION OF BELL ENGINEERING. Asheville, NC [phone]
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ALL RIGHTS RESERVED
NO. DATE DESCRIPTION
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION 689-001
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DRAWN WTD GRAPHIC SCALE OF OHTHERLE OTHAN R IN PTHIS ART OSPECIFIC PROJECTS
RO ER USED FOR OCT WITHOUT Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN LAYOUT PLAN CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone]
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION PARKING LOT EXPANSION DATE FEBRUARY 2020
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ALL RIGHTS RESERVED
NO. DATE DESCRIPTION
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION 689-001
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1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCED g
DRAWN WTD GRAPHIC SCALE IN OF OHOLROR IN HANPART THISOSPECIFID FOR C PROJECTTRUCTON
WITHOIUUT Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN GRADING PLAN CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone]
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION EXISTING PARKING LOT DATE FEBRUARY 2020
SCALE: =3�� AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
APPROVED DJB THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE
ONLY IF SIGNED AND DATED BY THE REGISTRANT. ena SHEET NO. G1.0

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/ �— ;�������"\\ / i - — ( I g 1 I J I ��,�\� YFAH C)*� �\ \�` --\ \\ \ \ \\ \ \ \ i I \ \ 1111 I 1 1 1 1 \\\ \ \\\ \\ 1 I��
- - - - - \,— � 1 I I / 1 r� \\ r' �_ \\ \_ ��_ \. \ \ \ \. \ \ \ \ \ \ \ 1\. 1\,\ \ �\.
PARKING LOT EXPANSION ENTRY REALIGNMENT
1"=30' NOTES: 1"=20'
-CUT / FILL GRADES NOT TO EXCEED 2:1
�N CARO -CONTRACTOR IS RESPONSIBLE FOR
O�°°°...... . //1'", LOCATING AND ADJUSTING ANY IRRIGATION ELIMINATED FROM
?Q�OFESS/p/fr 9 SYSTEM OCOMPONENTS
OWNER AT NO ADDITIONAL ORIGINAL CONTRACT
/ -ANY/ALL UTILITY LIDS, VALVES, METERS,
%` .S SE vim, / FLUSH STRUCTURES
H FINAL GRADE SHALL BE SSJATTED NO TO BE
O�<<\A/ cam° s. ADDITIONAL COST TO THE OWNER
/i/,�°°J°°80�0
NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION 689-001
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCED g
DRAWN WTD GRAPHIC SCALE OF OTHER
THIN ROR IN HANPART THIS OSPECIFI USED
C PROJECT CONSTRUCTION
UUT Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN GRADING PLAN CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone]
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION PARKING LOT EXPANSION DATE FEBRUARY 2020
AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
APPROVED DJB SCALE: AS NOTED THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE
ONLY IF SIGNED AND DATED BY THE REGISTRANT. ena SHEET NO• G1.1

p� ,.�, UTILITIES DETAIL LEGEND
....CI / / DI 1' x 1' / C°o
P / / / /% 2158.56' h / GR: 2176.95' /
/ / �/ / �� /OUT:2155.1' i 1i eO // NV: 2176.2' / �/
‘ � / / /// /* Vi // / // / / TAG n NAME REFERENCE
7 J I V: 150.1'A c, / c` / '// o / i / li
Q�o / / J/ /cj
����/ N I �s / / �� S // t 'I 1. (4) 2" CONDUIT DUCT BANK O2 SHEET U1.0
I 0
/1 o�� / /s•.\\\ &/ ; , / / P / / e�c/, Q SHEET U1.0
�i / " 22. QUAZITE PULL BOX
1 0� oo� / / �co �/ ��� i;/ \ // o/ / ,/ '\° ' I- 2 3. RELOCATION OF EXISTING
/� / / / s ti i /4.-
O LIGHT POLE - INSTALL ON
QQ / / �� // / / / / `' o ,,\> sT NEW BASE SHEET U1.0
Qh \\ / ry ♦ / / 5 dGo
a I \ / p / CONTROL TRANS �I A
♦ti '\ �� // �� �cep�\off 2160 // //// PANEL ' � • EB O �O%c7� 4. CONCRETE PEDESTAL W/ SHEET U1.0
/ I �D // ET
/ b`,j, �� 1$�DIA Icy , CONDUIT
/ / 5
• STORM MANHOLE gip} /IN;. 2173.2' coNCNOTE: CONFIRM LOCATION OF ALL PULL BOXES W/ OWNER.
N N TBM1 - 60d NAIL rTBM 60d NAIL / / `, RIM: 216L82' WITH SHINER 2/65 / Jar O �.•'�`,,•••-``` �� . ,I
WITH SHINER to p CI F N: 2154.3' P ``` \ \\\J
ELEV:2,161.39 / GR: 2158.82' ELEV:2,176.70
/ // / i OUT: 2149.7' ,
•F / II
• _
/ / / \ `� INN / // / / 1 c, o ` �� HAND HOLE I/ - EXTRUDED ALUMINUM
/ / /GR: 2158.77' 1PMlMIIe
STONE WALK
POLE WITH ANODIZED
2183.33' BRONZE FINISH.
NV: 2170.91•/ /0 • \ , PVC IN: 2177.3' BOND CONDUIT GROUNDING
i (• • INE �Q !71/1 � ' ♦ ♦ 15" CPP OUT: 2175.3' ,
OUT: 2154.2' ` BUSHING TO POLE
/' / SF N SF SF SF SF SF SF �5 • GROUNDING STUD
// ICV o
6" CPP OUT: 2175.3' CV
12" TREE / i ♦ �._....��
1-I0 - 1 APPROX. LOCATION /\ // �':,
0 N -- - / 2 Icy <;: �\ Icy ..• •
POLE BASE COVER
/ o i
16" TREE / �� ---_ Q _ _ ♦ ,�� °EB • �o ICV g" TREE TAPPERED
/ / _ /V _ --( __ _` • ��\
--/ �� �� ,, � cv CONCRETE BASE
/ / / / / / DI 24' DIA 1--------- = ___ \\p 0 o D 18" DIA 3" MIN.
i um I--
/ / / / /a GR: .176.24'
I� / if ,
0IC/ ° / ��� // V: ►171.6' / 10 \ \ i__ ` o. 228829' o
c / / / EVERGREEN �1 _ FOUR 40" LONG BY 1"
r- �h cl _ + , 420
171 CONCRETE BASE
// / / / - ( •
�/ DIAM. ANCHOR BOLT
GR: 2164.79I / // C G A S S `,, GR: 2172.03' , GR: �83.37 �� e '
/ / / N: 2166.6' DI BY ELECTRICAL
160 - , 7�„ \ : .- �: \\ CONTRACTOR
A • 2160.24' 4' 1► 8" PVC OUT: 2177.7' ce ► 1» CHAMFER I••I ••I
2 / GR: 2161.04' �■ 2153.8' �\�\\�\ ��\O\� �� ��\ AI' ��
IN: 2154!�' O �����►�` GEOTHERMAL ' HIS A' VA� �i. ��e� �
OUT:' 3.2' G V��� 0� 00 � ���V� a jt! , I \ �� ►
�-H ♦ �'��� OUT: 21�4.5' © tee, ���_ R�� � A �OOO ��D, ,; �A_.ion \ . ICV 5 8 TREE GRADE
FINISH
�����i / / ___ ___ _ �� , X 4� 0 p
NV: 2182.2'
II
11111
/
�� SF ��II LP 2765 �� � 2183 I v 8" TREE _ Q 4
8 16'r / I / IItUhIliflliHII1IIII1III/ 1 / I
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r, 1 / i / / 21gq / DRY STACK
�� I "�+ i / / a_ I 0 a , STONE WALL (TYP) #4 BARE STRANDED P
// I 1 / II , o N � / I I� WIRE BONDED TO s / I
I ° N - I GROUNDING POLE / ANCHOR BOLTS
N
�I ;::j,I I I ti>�� c STUD _ y I I p AS REQUIRED 48"
/
/ O , I I _ \ inAl &
\ 2' SAP / #3III �� II 5 / \ / \ //B WITH NAIL I c A I Tea BARSEATFO" ON
o" SMAP
ING
1 y \6 - r _ - ELEV:2,189.60 r ° s P CENTERS BOTH WAYS
2170, I I S `---- -__- y _- mom.OM. 2180 •-� �^( �_- r I CV ° J v'
1 / �0 �� I / -�-
2170 -�_-- ---_-- _� 1 3/8" X 8'-0 ll'H-V
Da I I Ien I LP 'D I I / a __I I _ I --- -
/ I I i a / '__ 2170 - T 2175 GR: 2176.,7�_- _ c COPPERWELD
G R A S S /. G R A SOUT:2168. . 2185 ' U 8" T�E GROUND ROD O e O
1 q G R A St S p
, ` / WITH CLAMP 6 L
/ `' ICV x2 00
1 m N 0 36» CONDUIT AS REQUIRED
I ' , / I I III / -". 2170 -.► __- • ICV ° IC , 2175 - CV ° - �� 27g5 �-
\ IV I I J CI I ( /� 11111
\ 1 / I I; / GR: 216�37' ✓ 1INEW BASE FOR EXISTING LIGHT POLE
I II / N 216 .i' I 1 IOU :21a�97' 6" KS1II / I NO SCALE NOTE: SETBACK FROM CURB OF NEW LIGHT POLE BASES
TO MATCH SETBACK OF EXISTING LIGHT POLES ONSITE.
/ II I I ` t• s [ W FINISH GRADE
/ ,� soso II0 0 0 ♦/ / ,NN c' 1 ; 2165.84' � � co
I I,� GR. / 1 I I \/\� �N2160.4'
■ \ \' ` ; OUT: 2159.8' j. ® / , m I \ \ \ \• I I I / , (4, SMAP O /O\O/O j
III ♦` N / - \ \ \ ' O �' 30" MINIMUM
I �I, o / Ns s _-- -�c R -A s s _-- _ O
o G R A -� 2175 --_ 2180 --- 2185 G R A S S 190 �� ' 4 DR
I \ c ' 1 `,� , ^ I I _-- _-- _` _-- �' 2 , n 4d 12"/R W �O\ \ �O\ \ \//
\ � 1= y _-�I /_-- �� �1•/ 00000000000
TREE I . ♦ inn 02" KCT 4/ (7 12" KCT 12" KCT �J12" KCT f' KCT �2" KCT KCT 02'° KCT Q, Q , ® ® i) 6" D w / j / / j� // BACKFILL PER SPECIFICATION
O \ 1 U 1 ` >� `-1r- ` ‹ 2' KCT 4 K= 14' KCT 12' KCT 12" KCT ��4 KCT ° -`-"14' DRW
♦ I. ''� ` 1 IV ° (E - � Icv X2 IICV -
` t11�� . 15" RCP 2180 CV _ 1 DRW O O O O O �•
' 1 '!7 1
13111F 60d AINER NAIL \ 1 Q t. ` CI CI ��O ��O L3I1
h SHINER
n I \ GR: 2172 4CI (A) I 1 GR 2180..2' of v c ItOi�O�O�O�
IL 9'
IN (Al: 216 .3' 1 IN: 2175.'' 1 10" SMA 6`( '1�
E 14" PIN \ 1 ` �' I N (Bi: 216 .4' \ OU 217:.4' 1 I \ \ \ \ \ �S CONDUITS
\ 1 I FRA CLST / / / / , '
_Z \ YFAH c 1 ` c O- C r
z \ 4r \ // OU : 216..0' %.. 1 I 8 DEW ��� �O • 1( C i
012" PIN J 1lit A / / / /' / „ \ O 6( , , I' O 3
>- R ,3 ) / ♦ m / / P.C. :�� NOTE: CONTRACTOR TO SECURE
o\ 1 / �� N ' c O O O O O OI • tI� CONDUITS AND MAINTAIN PROPER
/' / \ \ \ \ \ \ � •
z v I •\ �o ,// eE /� / ; f 1 1 " TREE \jam j�\jam\��\jam\�'�;o��:�',I��;�0 6.. SPACING USING AN INTERMEDIATE
o 10 . / et
/ / / / / / >0.har0•• 0C DUCT BANK SPACER.
0 1 1 �/ / V / �� ' c�i 3» 3» 3»
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`\ , ♦ �* 12" SMAP j _--� 2180 ---- �_� 2185 J�-- G R ASS ---� 2190 '�-� R A S S -// , -I
\ / 12" SMAP _ - 2195 _ - 0 // NO SCALE
0
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0\1
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l LEC31 0" M P
_ 218 -_ ft. 2190 , 2195 , _ICV ' z 0cy
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- STONE WALL (1 iiiii'i'oo''o �i�/iiiGG
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' GR: 2186 � .a a
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FUTURE EV CHARGING STATION • \\ / i I O /L .IGN %r�\�/�\�/\/o ������ \
,♦ q / I ,rrr/prii i. n a r/rpr/irOrpi
c i rp ��d ii//i
CAP CONDUIT, ,�, \ A S ' rn '� %
L //p\ii a i
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GROUNDING WIRE, ",�L , / . a :
AND ANCHOR BOLTS / ♦ \ II / c o , a a ii/ioioiiriri
\ I I i aD\//OHO��\\
/ICV � � 7 7jA\
7 t 12" TEE �/�\ a a 4 a a .
TAPERED ,, \ r�SF / / oi�\ip�,�,�,�,♦, ; i biro\i\i\�
CONCRETE BASE71- ♦ - II
- It ` •�goo\\o\oo\o\o\o•
HOL L , -- 2180 �1 c �\,,,,, z,,,,, oto /
1" CHAMFER ♦`♦♦ -II ' / © `7 ( '
FINISHED n 'TO
♦♦ ` \ \�� 6"OF GRAVEL
GRADE / Hill u I II 2 � `N ♦♦ o ii� SF SF °Icv �� "_� .■■GIIIIIIII o 10" SMAP
1- H I o EVE- RE,% * I/
I /---- 2185 -\ 14" FSG X2 �"j _ 21g0 f/-'- ��- �Q y/......-� /♦ 1QUAZITE PULL BOX INSTALLATION
Q a Q �` - ♦♦ 06" TEE _� NO SCALE
III �' ti /_- R A S S _ I■■ ©I2185
<\i iillig Ns No �_--#4 BARE STRANDED e0 O G I e °�� Icy i, •WI UM UM 84/ -s ■�1 ■�._ - - O D�Ilia /M II. 888 //' z2oo D� A■■■ ICV x�� 0 6„ TREE / 1
WIRE BONDED TO ANCHOR BOLTS O cv GI - - ,••� ■■■■■■■ • LINT fS
GROUNDING POLE s° \ -: 2185.00' 2190 •� . . . . . • • z 95 S. �
d 0 p AS REQUIRED 36" \ i w 2 lsv X4 - (lIIII1L
STUD �/ Non
J OUT: 2177.9' \ \ °8 3
gmEN � � .•„�
a #4 REINFORCING 2185 N °�
ti \ CV X2 N oo G -SS ASS isill.P
AIR. CONCRETE
p P BARS AT 8" ON \ �� / /� \ LANDSCAPED AREA (TYP) 1`') SSMH NOTE
s o , CENTERS BOTH WAYS O \ \ RIM: 2203.50'
\III, ,On DI / ® \ S 1 •� �,�
NV: 2 1.T A IN: 2194.3' i -- 2205
�a J� GR: 2183.46' p
4 0 ss I IN: 2181.1' \e \ G R 2/95 1 -j OUT: 2193.9' .� RELOCATION OF EXISTING LIGHT POLE REQUIRES
ti°� lk
THAT NEW WIRE TO BE INSTALLED TO NEAREST
v 2203.50'1 ,, 0s OUT: 2180.9' ///h • GI °Icv I\ FrF PULLBOX, JUNCTION BOX OR CONDUIT FITTING.
3/8" X 8'- d a I I S„ \ CV GR: 2195.04' IF":.G
cv xs 10" THE ` o NO SPLICING SHALL BE ALLOWED OUTSIDE OF
COPPERWELD 94.3' 0 Rc �s / ° our: 2191.1' oon2193.9' p00oS7so �5` OOn © ,GROUND RODJI • is TREE �� u00 - N /o APPROVED LOCATION.
WITH CLAMP 24" I 1.5" CONDUIT ' / ss° `� �s.an o�n ,,, ° \�.- /ion ` ��� TREE OO � EN ; �/ N
7.
(SQ.) ___llll / '�/ 6' TREE l ) p GG �/1 TREE -__---- \ IONSIBLE FOR
/ 1 \ o /,/ U00\ N ° / ��hoc.0195 -- G R A ss \MH ©,0, l��/�1 ON�TALLAT ON ACTOR IOFS RPULL CORD OR STRING IN
CONCRETE PEDESTAL WITH CONDUIT I / s\ / �► cv °r - ------\ \ , / ��R: 2204.98' EACH CONDUIT. NO CONDUIT SHALL HAVE MORE
NO SCALE / APPROX. . /
�`'� / sDIR. .1 0TMH Cz2� -\�- 2200.8so„u,unn"' U12" TRE' �UOC 12" TREE 2190 --- \ 1R�NS \ c• -\ s� THAN TWO 90 DEGREE BENDS OR EQUIVALENT
CA / uGc�ucc cv C �uGG _ _ - \\ \�//�QBETWEEN PULL POINTS. ALL WIRING PROVIDED
•%.c\A .°R0� '' !BANS �--- ----�z-�� \ \ / /,4'�\ \ Gcc BY OTHERS AT A FUTURE TIME.
. O� /�'. / / 2190 C UGC UGC�UGC� -_- \ b \
�:°FESS/p -- �g
°°4Q /i'V% -_ 2785 ,0 14" TREE _� INV: 2185.6' /\ \
Q SE _ / 2185 -__ ----- W 0 0 D E D NV: 2193.5' N• 10" TREE -
- \ �, cc M ORIGI AELIMIL CONTRACNATED T A
•
) \ °s
• j v TREE _ 2180
"....IIIIIit��
NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION 689-001
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCEDIN g
DRAWN WTD - GRAPHIC SCALE OF OHTOLE HEROR IN THANPART THIS OR USED FOR SPECIFIC PROJECT OSTRUCTION WITHOUT Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN UTILITY PLAN CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone]
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION EXISTING PARKING LOT DATE FEBRUARY 2020
SCALE. f)=3o� AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
THIS1
APPROVED DJB ONLY DIOFCSIGNED AND LDATED OBYIDTHE REGISTRANT. SHEET NO. U1.0

--. -. I
G R A S S ---/ 0�„ D UTILITIES DETAIL LEGEND
2185 •—
� ------ 2190 /
___——— / 12" DPW TAG n NAME REFERENCE
// 16
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�, \ ICV X2 ° IlCV I 2. QUAZITE PULL BOX SHEET U1.0
,I ' OF O1ST-== �►%_( / �u�— --_� ° I O 141 oR\^ 3. RELOCATION OF EXISTING
♦ ��Mrrs ( / C \ 1 \
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�' , �h /��/ °I� ` NEWTBASEE — INSTALL ON SHEET U1.0
/ � // \ \ 6 p 10" SMAP 1 4. CONCRETE PEDESTAL W/ SHEET U1.0
�%� •� / \ \ 1 1 CONDUIT
FRA CLST
�� 1 �\ �� / I NOT CONFIRM LOCATION OF ALL PULL BOXES W/ OWNER.
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—\ ELEV:2,161.39 GR: 2158.82' ;(Z _ w c/ • \ \ ` \ / / ♦ ° mN o STONE WALL (TYP)
/ A __— / / 1
/ I // \ \\ \ ` \` ♦ // /GR: 2158.77' 0) I / c
/ ��_ \ \ \ ` \-1 ♦ / . / OUT: 2154.\ I/ / CONCRETE
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\ G UND 'GRO AT POL I. \ .- 0/ „ •••�, I , OUT: 21�4.5' / \ \ /
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\ EXISTING UTILITY POLE & GUY WIRE Zoo ' I I I / 3111111,
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\ TO BE REMOVED BY DUKE ENERGY i / \, 1 / 1 I /\ . / T I1 I I I ■ "II - ...v.,.. . ., .-.
r� \ / f\ / I 1 `'S I I41 / 2200 —71:"....--.-- CV X3 '6" TREE 1
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\ //� I I ►t I , Iilil // o SSMH �-iOSS Al'"12' TR ♦ \ \ /
IRIM: 194.32203 0' —
IN: 2194.3'
_ •♦ �� �O 1 I I ♦ I I Ili
, \ i/ OUT: 2193.9' ' — 2205
♦ \ ri 1 •
\ V L I 1 1 ' G I �FTF
♦ S to ♦ CI GR: 2195.04' ° ICV � � � � � � � ��
\Il
`,% . SF \ \\ ♦. \ ; 1 II 15" RCP + :Iii
�. GR: 2165.84' OUT: 2191.1' \ /.�10" TREE al��-
DUKE ENERGY IS PROVIDING POWER S \ ... \ I \ /� \ N: : 2159.8'' oon—�o�n oon �� .�
AND LIGHTING SERVICE, INCLUDING OUT: �✓ o7n� NOpn " TREE OOn� / �\12' TR E, 1 .��' ` ■.�� \ OOn� Tj _S/ N , 0ir
REMOVAL OF POWER POLE, EXTENDING /,I • \ ��. N� \ ♦, \ 1 / ��� '�1 " TR. ON
OVERHEAD POWER AND INSTALLATION ♦ 5 12" TREE \ ms Ir III �� __
_ I 6 OF LIGHTS IN NEW PARKING LOT, SEE \ / 1 �— �Gc :" TREE ——— — __ ��
*14" TREE o — 1
SHEET LT1.1 FOR COORDINATION S • \ \ I \ 1 1 `� � O UDC ——— — \ �'
r_`',28" TREE 1 12" •TR \ \ \ 0 I I %WW may, 2195 ——— GR ASS \\ \ TMH � On `� cI
� \• O, \ no ����ii�� Gam" — — \ GR: 2204.98'
\ 26" TREE \ 1UI • >� v .. .....-- _._.__ \\ 1 \00 ` •UT: 2200.8'
0co' 20" TREE* I \ ttttt -- 2190 •----- \\\ \` `i1�N`\ \ 0 0
/ ♦ ` BMJ, 60d NAIL \ 1 Q •. \ T<—
/O•C \ NI SHINER \ \\\ \ \~/Q
tiq/� , Ev:2,17s.86 \ �, 1 ♦� \ \\ \\\ /4Q- \\ O
\ \
/Nr T O /18" TREE 14" PIN \ \ 1 YFAH �`'� ` • \ Q \L, /�
FFNCF ♦ 5� z\ �� \ N V: 2185.6' \ \ GOc
% , 12' PIN >-1li O ;, \ 0 J \ W 0 0 D E D \ \
U NV: 2193.5' • \ Oc(610" TREE
%,- = NM"'" Z� \ % /� I \ \\ \ ''DO \
U 0 C. / 9 1 \ s G CO
O 00 o \ / s I • \ \ N.
O
ao 2/>S ,% / s % � 0
G HoL , 0\'AH
\ \ ♦♦ •
\
° \ O
YFAH ♦♦ `'',� Gco
�
• O
PARKING LOT EXPANSION ENTRY REALIGNMENT — ENLARGED
1"=30' 1"=20' ELIMINATED FROM _ A
ORIGINAL CONTRACT
,s'�N•CAR°, '
'.� �FESS/p ;L9
r3:04S8E# \ . 1.
=,0,9.NGINEc Octs,
'',,;iq U. B 0\;,s�''�
ALL RIGHTS RESERVED
A
NO. DATE DESCRIPTION
DESIGNER JTK THIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION 689-001
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCEDIN g
DRAWN WTD - GRAPHIC SCALE OF OTHER LE 0 HANR IN PTHIS ART OSPECIFIC PROJE FOR CT WITHOUT TRUCTION sville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN UTILITY PLAN CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone]
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION PARKING LOT EXPANSION DATE FEBRUARY 2020
SCALE: AS NOTED AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
APPROVED DJB ONILYDIOFCSIGNED ANDLDATEDOBYIDTHE REGISTRANT. SHEET NO. U1.1

IS❑F❑❑TCANDLE CURVES
FIXTURE: LED150, EATON ASSY# LFIX-SBX-LED-150-BLK-IV-MULTIV-___-P
M❑UNTING HEIGHT: 32 FT POLE ASSY# LPDLE-AB-STL-30FT-BLK-SQ-___-P (BLACK)
LIGHT SOURCE; LED'S, 4000K, 70 CRI BRACKET ASSY# LBKT-SIDE-I2IN-BLK-UNV-STL-___-P (BLACK)
PATTERNr TYPE IV B3-U0-63 <zero light at or above 90 degrees)
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LED LUMEN DEPRECIATIDN AND
LUMINAIRE DIRT DEPRECIATI❑N. FOR INITIAL F➢❑TCANDLES.
DIVIDE THE READINGS BELOW BY .85.
1� C14B
eo
....•:........................;-.-'
irr
...............................
..................................
.:.:.:.,...:.:.:.:.:.,....:.:.:.:.:.:.:.:.:.:.:.:.:....:.:.:.:.:.:...
..................... I ! ■
, r _
40
2 4
��>r � 1110 D 0,7' !6' 0,11 1,02 1,11 + +-c:]:]:g0;i:ti4. --...._ . ,
''�;= � , 8 2 50 6 97 0,77 11,66 0 2 0,90 1,15 1,39 1,45 1,30
-:::::::::::::,:::::. OIL)
.• : : ':... 1,7 1,4' 1,8 1,6' 1, 1,00 0,7' 169 0 75 1 ',.\�I� 1,72 1,45 1,40
C14A : : „ ..::::::,:,:,:,:,::,:.
�, + + + + + + + + \ + +
',28 1,71 Al 1,82 4 1,00 0,7' 0,71 1,7' 1,65 1,8.■ C14A
""" f+ + + + + + + + + + + + ■. .
1(44 ! , : ,19 1,81 1,35 1,02 0,:2 0,7' 1.85 1,07 1,70 2,
1.69 1.70 1,75 1,9: ��;. 0,'15 0.8! 0,93 116 1. 89 ,'6 1,61 1.88 .261 •>: 1
ti . , '•.: I
111
4 - 1.83 1,76 ,1 0:7 0,.0 0,96 •5 1,81 1,8, .. l ' 1 ,. -120
1 t + + + Nit, 11111 + + + + + + ' -tea -in -ao -40 0 40 as t2a lea
EN z e8-- ,40_ 1,99 1,75 1,6 ► ! I ! , i. ��8` 0,:2 'Amor' ��63 1,70 1,84 2�0! � ,.,���'
: : LEGEND OUTER to INNER): 0.10 , 0.25 , 0.60 , 1,00 , 1.25
':': �' + + + + + + + + + + + +
2,01 1,79 t % 0.8' 0 82 ; 't:=Far ,49 1,58 1,73 1,98 2,36
1 1 CALCULATION SUMMARY
+ + + + + nn + + + + AREA NAME DIMENSIONS GRID / TYPE # PT5 SPAC GROUP AVE MAX MIN MAX/MIN AVE/MIN
/111 1', • 1,91 1,76 ,65Natiklari0,80 0,80 l •�,. ,■ ,64 1,77 1,94 2,47 2,3, '.tile
Parking 455,69x613,44Ft Parking 454 10,00 (+) 1,44 2,81 0,45 6,18 3,18
+ + �` ' + + ; + + + + Driveway 46 10,00 (w) 167 2,44 0,90 271 L86
'6 1,83 1.75C :��[� 1 0,7 0.77 alatit• � :_:< �1 ,. 1,75 1.90 2,26 )1
=:, 7 1. ' 1.81 1,9 ,Fi0 1.52 ' ': ! :1 0.- 1 !�•' 0,83I !• - ,:- 1,82 1,84 :: ,:0 1 1
+ + + + + + 'alla
! + + + + + NC Arbaretur, (19-0203) LUMINAIRE SCHEDULE
w 5 82 ' ! C1:7 . 1. +�i •8 0,60 D 621,54 TYP SYMBOL DESCRIPTIONLAMPLUMENS MOUNTINGIBALLASTLLF QTY
1,90 1,90 ._ 1C14A
� CI4A EATON - STREETW SB_150W IV 32' MT HT 6
+ + + + + + + + + + + tl) 'E154' GAN-Af-03-LE➢-U-TOW [4$) Type IV 4DOD1C 18459 Single Fixture 100
1,64 2,09 2,0 1,6 ,57 0,51 0,56 0,70 ; ' , : 1,95 1,95 .1.5 YP g
+ + + + + + + 2,117. + + + fCl4A C14B EATON - STREETW SB 150W IV B2B 30' MT HT 1
,60 2,03 1,5 ,51 0,45 0,5 9 ,60 2,03 2,13 I (2) E154 GAN-AE-03-LED-U-T4W (96) Type IV 4000i{ 18459 Back to Back 100
\\) III! 1 + + + + +� � + + + '� + + + I I :: :.
:= 1 8---�•4L 1,79 1,79 1, i; . ' ! .`. 0,48 0,46 0, ��i! ! 216 , : ; ,::.
• + + + + ae. + + + +' + + + + + min.
`tom-4fl- 1,6 1,61 1,36 1,+�' ! 0,47 !, 0 0:2 1,: , 1,42 1,77 2,03 1.87
prip.-4 # +
1,37 1.2' 0,96 irk' !, 0,47 0,57 ! _ 1,83 1,98 1,8: "`
+ + + + ,, + + /� �Ci + + + + �. ;
>`' : 1 .5 1.31 1.20 . 0. l 0,51 0,61 i ,. �� .. 1,81 1,91 2,04 1,.,
f:: � - + + +`fir + 1,, + + + -
.�:;r? 1,54 1 • 1,37 1,20 0,99 + 5 0,5: 0,15 0,6: 0,'c a"`:k.; 1,83 1,99 2,40 21; 1 OM
1
1 .42 1,43 1,46 1,37 ''":•47 3 :: 164 0, 6 10 ,. 1.87 2,10 2,59 2,25 t,.� '
�' I'3/ .4..i1i1ir6, il + 1, + \ ': : ,' 4:8 114 ,. : `, 1,84 2,09 46 1,94 F�==; :+ + + + + + + + + + + 'i
1 1c , 5 1,24 1,26 1,34 1,41 1, ' 05 1,': 1..! 1,89 1," 1,88 , -t'� .4 I'!
,20 1,21 1,36 1,55 1,49 1,32 1,19 1,15 ,2; Y:� '1 1,94 fI -.0 1:W a1 z•::::.:;
K'am.'.,,,-. ��
1, 1, . 1,45 1,74 1,76 1,59 1,45 140 ,46 •.. - 3 2 04 �' C14A
..........
•:::::.•,...„,„..„..:-..:.
c -------------
+ + + + + + + + + + + 11 ■ �uG
' 1,35 1,41 73 2,09 1,96 1,75 1,66 1,68 1,81 2,08 64 11 2,:
+ + + + + + + + + + IE `' OGG
-;R: 0 1., ■ 2.17 1.97 1.85 1.85 2.00 2.2 2,56 .49 2,0' . 'j f UGG
C14A 1.K t7 t; ,,��= r• � _ 2, ,
'� ,46 I,S: �i 1.,40 2,39 ?Ill'
�
ill'■ 1,6'Iiii :�=Y" �" ,44 . UGC)
4110.
■ lK.:.Y.7,Y,Y_••1,Y,,"1,7.Y. ;y:�:1:1: . ,K;Y.,"i_,•I,, ,44 Nil
�.� �'� Y••"1,"1'Y'7:K:.Y.;7',•4. '4:7•'q•.'T•.'r. 7'tyf.•1'('!: • .
Y-Y•.•I.7:Y:Y•.`Y•K•Y- •Y:Y;Y•Y-. 'IY:Y•`Y•"t•`Y•Y• •"Y•,•1.7•'4:Y;'4:"i• •:'!Y:Y -,,- - ' `4`Yt:.7 .,.4�,���80 2,2 , :,:Y •Y•.Y•:4-'1:'1•. :•`1:;4•;'t:'1:Y:Y•.Y:.Y-,: :. . , .
-•�r :Y Y-"I,y:K: Y f r•Y•K.Y Y.Y.r 7 Y Y :y.y. _ E
i •,• 41.'1,42*\
i llol1
Y-.V,;YY Y•, -,Y-,Y-;Y•Y•Y Y Y:•4. Y•Y•.Y K•.R•,"f•. ('
�,. •Y:Y•9^1.Y=1 Y`Y•."f:K:K:tK Y. .......... .- , G
Ill x
10 I.3D Y Y•7-.Y-Y-K Y Y•. 1
'7 1.3,� Y:Y:,:tAI:7.Y:Y•. V
Irak
IPP
\\ -44 1, \ -• - ______77/` 11
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I
NC ARBORETUM
LIGHTING DESIGN TOLERANCELf i i 1 DUKE PROPRIETARY & CONFIDENTIAL BUNCOMBE COUNTY, NC
The calculated footcandle light levels in this lighting design are predicted values This document together with the concepts and designs presented herein, presented as an instrument SITE LIGHTING PLAN
and are based on specific information that has been supplied to Duke Energy Customer approval Date of service, is the sole property of Duke Energy Progress, and is intended only for the specific
Progress. Any inaccuracies in the supplied information, differences in lurninaire purpose and prospective client as stated in the title block of this drawing. Any use, copying, Designed by DEP LIGHTING S❑LUTI❑NS
installation, lighted area geometry including elevation differences, reflective reproduction or disclosure of the drawing, design or any information contained herein by the N, Johnson 1" _ fib'
properties of surrounding surfaces, obstructions (foliage or otherwise) in the prospective customer or other entities, including without limitation, architects, engineers, or equipment Reviewed by Scale
lighted area, or lighting from sources other than listed in this design may DISTANCE CALIBRATION <INCHES) ENERGY® manufacturers is hereby expressly prohibited and shall not be permitted absent prior written consent Date 08/06/2019 Size 'Arch D"
produce different results from the predicted values. Normal tolerances of voltage, from, and payment of compensation to Duke Energy Progress. Duke Energy Progress disclaims any
lamp output, and ballast and luminaire manufacture will also affect results. liability or responsibility for any unauthorized use of or reliance on this document. Description LED 150w Shoebox
o a. 5 1. 0 2.0 3.0 4. 0 PROGRESS Drawing No, 19-0203C Sht, LT1.1

SEAL Y2" DEEP
HOLE WITH MORTAR
Z
oco
2 - #3 REBARS _ \ NOTES: as
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND did
4" THICK UNLESS OTHERWISE DENOTED ON PLANS. oo�xZ
2� 1/g" RAD �d i d
PLACE A GROOVE JOINT 1" DEEP WITH 1/g" RADII SURFACE OF a I-
00
SIDEWALK 1-=~Zw
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. yF pJ
A 00 0000 �� o 0�00 oO 0a a0 O ONE v2" EXPANSION JOINT WILL BE REQUIRED AT 50' JOINT SEALER / cco.<
%a»�� Q Q Oo DENSE GRADE AGGREGATE o o ( � Z `�¢
/_ ODDO ODD OD INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED •j
2 DOo p0�O 0 DDO O 00 COMPACTED PER SPECIFICATIONS WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. i wo
#6 10 2)Y LONG Oo •O Oo 20 C/O OO SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION Lt" JOINT WIDTH IL- JOINT FILLER
9++ >i/2"
o00OoOCOBBLE TO MATCH REQUIREMENTS AND CONSTRUCTION GUIDELINES. T = SIDEWALK THICKNESS
�� PAVING SCHEDULE STONE AT BAKER
SECTION 6' �� Oo�Pj°0 �Oo�O 0 0 0 A B NOTE: EXHIBIT CENTER TRANSVERSE EXPANSION JOINT
NOTE: cc
o��o Oo�o �°O OHO OHO Oho 8" 1.5 SEE SPECS FORr IN SIDEWALK 0
SAND SWEPT JOINTS SEE SPECS FOR 0
Oo 00 0630 Oo a0 No. 2 STONE COMPACTED PER ADDITIONAL REQ. ADDITIONAL REQ. z Q
�O�E$ I oo 0oo �� SPECIFICATIONS
wIA• �� 110 P 0 , cc
a uj
2 i D �ThJo o (° A v-0 •m j ASPHALT SURFACE ��0 �� 0 al
Oo OQ��o0 ft
` � ���j COURSE (S 9.56) - 1" SAND SETTING BED " EXPANSION JOINT FILL 3,' " WIDE x 1" DEEP GROOVED OR 0 IL
Q • / SAWN JOINTWITHJOINTQW-ticr ,�O 0 ��� ►�Ac !�_ ���;, � :40_.r • =� �� / SEALINGCOMPOUND ~0 Q� O p !_ ► �' - � - BUILDING, / n s0 0 Q ro• _ •G,_ GRADED AGGREGATE5" COMPACTED AGGREGATE WALL, ETC. o Y$" RAD 1i8" RAD ' c
�j O,e0 , =•�• • -- - 9 BASE COURSE ic_•-a• �'��•
6 o��Op O�DO Oo�O •,.- -.„,, ,, . ,ter •.�, o• ,, ,, ...
NON-WOVEN FILTER FABRIC `\
oo III oo to �o O�II C 11111 11111 11111 III \PROPOSED °
COMPACTED SUBGRADE COMPACTED I I I I I I COMPACTED SUBGRADE CONCRETE PROP.oC&G o,
SUBGRADE `
cc
SIDEWALK \CONC. PAVEMENT
•
1111 — 11111 11111 — 11111 111 1111
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
SHEET 1 OF 1
848.01
PRECAST CONCRETE WHEELSTOP GRAVEL PAVINGOD ASPHALT PAVING SAND SET STONE COBBLE CONCRETE SIDEWALK
1 N.T.S. N.T.S. N.T.S. 4 N.T.S. N.T.S.
CONCRETE SIDEWALK OR
LAWN BEYOND CURB
THIS SIGN TYPICAL AT ALL
CONCRETE CURB ACCESSIBLE _ ACCESSIBLE PARKING SPACES R7-8
CURB RAMP WHERE PARKING SIGN (TYP.) RESERVED
SHOWN ON PLANS —ck\ CURB & GUTTER THIS SIGN TYPICAL AT PARKING
: : NHERRINGBONE
R STALLS, L GH T TYP)
6" WHITE BORDER ( ALL VAN ACCESSIBLE
4_,,t __;A _ ..«_.® .• PARKING SPACES
Da AND STRIPES AT _ ems" %;ll 90° HERRINGBONE ��111111111
�' �i P�i� �lAi� '`
45', 2 FEET APART .,,,,,.,, � , .; : WITHIN ACCESS AISLE,
AAAggr y04 i�i�i�Pi�i`
.,.,00 ,. .,:;.;:,:,:;: DARK UNITS FOR PENALTY SIGN WITH WORDING
•• ••••••••••• ����������, VAN12"X6"
4" WHITE ,.;:;,;.;:. ,1,,;•;,;,;•y�, STRIPING AS REQUIRED BY STATE OR ACCESSIBLE
"�` `�`�`�`�`�`�` LOCAL LAW
Co STRIPE oo SWIM y�;0;�;�. STRETCHER BOND
•`• •`• __ _ .,:,:,.84. .• FOR STALL I b 12..X9>,
�� 4 �� BLUE .�: $�'. �• =_ �� $�'.���� I 9" 9"
�I ���������� ����IS STRIPES, DARK
BACKGROUND .,:,:,:;.;. --_--- ' ";:':�.
,'�'!'�:� .� ---- ' ==�.,�'. , SINGLE UNIT PAVER,
WHITE ACCESSIBLE '� '�'� =_==== WHITE ACCESSIBLE PAINTED "U"-CHANNEL
SYMBOL '•d� �'�'�. —r - ��.� SYMBOL ON BLUE 2'-6'R o^
9' MIN. I VARIES I 11' MIN. I BACKGROUND POST (2-lbs./ft.) I 5 V
o ASPHALT
STANDARD ACCESS vAN9' MIN. VARIES , ;1' MIN. io�. PAVEMENT
- ,
SPACE AISLE ACCESSIBLE STANDARD ACCESS VAN RIBBON CURB p Z °
SPACE SPACE AISLE ACCESSIBLE SEE DETAIL I —_
ASPHALT PAVEMENT STRIPING SPACE SLOPE TOP OF `�v ' I 1 I I a ° °
CONCRETE °
°
PERMEABLE PAVER STRIPING 00
° a° °
1 GROUND/PAVING ° °
NOTE: SURFACE —\� _I -4
°° ° ° ° °
HANDICAP SIGNS SHALL BE LOCATED BEHIND CONCRETE CURB, II I I I I I
CENTERED IN FRONT OF EACH HANDICAPPED PARKING SPACE. 6'-6" i
II III III II
CENTER AISLE SHALL BE MIN. 5'-0", UNLESS SPACES ARE 3000 P.S.I. I �� of• NOTE:DESIGNATED VAN-ACCESSIBLE. AISLES ADJACENT TO A P.C. CONCRETE a .I c\i GRAVEL SUBBASE
VAN-ACCESSIBLE SPACE SHALL BE A MINIMUM OF 8'-0". MATCH EXISTING CURBS ON SITE,
DIMENSIONS WILL VARY, REFER TO LAYOUT PLAN. LOCATE AT EDGE OF PARKING SPACE UNLESS CONTRACTOR IS TO PROVIDE
ACCOMPANIED BY "VAN" LETTERING MOCK-UP OF CONCRETE CURB TO
1'-6" I BE INSTALLED.
ADA PARKING SPACE/SIGNAGE • CONCRETE CURB 8c GUTTER
6 N.T.S. N.T.S.
CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE NOTES:
DEMO PLAN FOR FENCE ALIGNMENT. 1- SEE SPECIFICATIONS FOR ADDITIONAL TREE
PROTECTION REQUIREMENTS.
2- IF THERE IS NO EXISTING IRRIGATION, SEE
k SPECIFICATIONS FOR WATERING REQUIREMENTS.
3- NO PRUNING SHALL BE PERFORMED EXCEPT BY
APPROVED ARBORIST.
4- NO EQUIPMENT SHALL OPERATE INSIDE THE
NEW ASPHALT PAVEMENT iy
PROTECTIVE FENCING INCLUDING DURING FENCE
9' X 18' WHITE (SEE PAVING SECTION PROVIDE SMOOTH INSTALLATION AND REMOVAL.
STALL STRIPING / 26' DETAILS) rJ�J v�i7 5- SEE SITE PREPARATION PLAN FOR ANY
5' MIN. EXISTING ASPHALT TRANSITION TO
V 1
EXISTING TO BE MILLED AND RESURFACED EXISTING PAVEMENT
EXISTING CONC. MODIFICATIONS WITH THE TREE PROTECTION
GRADE CURB TO BE WITH 1Y2" ASPHALT SURFACE MATERIAL
-_ \
AREA.
REMOVED EXIST/NG
ASPHALT TREE PROTECTION FENCE: HIGH DENSITY
PA I/EMENT �
--------/FOR
_ __ _ _
POLYETHYLENE FENCING WITH 3.5" X 1.5"
8.5" X 11" SIGN OPENINGS; COLOR- ORANGE. STEEL
LAMINATED IN PLASTIC POSTS INSTALLED AT 8' O.C.
/ Add
,.,
SPACED EVERY 50' ✓ �` 2" X 6' STEEL POSTS
ALONG THE FENCE. OR APPROVED EQUAL.
, ,
OR° BLUE GREEN VV
O O O O O O a a a ' �� KEEP OUT �e�" ""��fil�ir�� �,� :1�i:tSY�i'�`
/ ______ 6"
4, r
1 / per' p p,_i p__i p__i p__' j psi Toi:�� TREE " hi
� ��,lliihlilor'r
l�/�� w� �� ��� �'
� � �_ �_ �� �� ' PROTECTION •BUS ������� / AREA ��' ���� 1 I MAINTAIN EXISTING GRADE
PARKING O O O O O O O O ' � % �
/ //
STRIPE O O O O O O O \ \\ \\/� \
\ \\, �' ��'�"' N"� 'r"'"'�'M"`�'�" WITH THE TREE PROTECTION
CONFIRM � � � � � � � � .' ....� }i I �� ::: �:::: FENCE Iii FfC "r �:+?' �z �." _7 NDICATEDLONSTHEHPLANS.
TH OWNE' /� /-- 0/�� // �\ / i � � ) \�rWISE
� � � �,�� .
�VA��VA VA�VA�VA��V�� ' �V�yVAj\ VA�A Ai ���
STALL 8c BUS STRIPING ) PAVEMENT TRANSITION TREE PROTECTION
8 N.T.S. NOTE: N.T.S. 1 O N.T.S.
BUS PARKING STRIPE TO BEwwilunHoo —
EN
. CARD STALL PAINED PARKING FIRSTTTO BEY PAINTED
÷° 0FESS/p�9aza8E#5 <9 ' OVER BUS STRIPES.
N �O09� GINc÷
''„ q J BO\ o". ;, NO. DATE I DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTKTHIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY [phone] DIVISION CIVIL 689-001
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCED g
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION Hopkinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN
DRAWN WTD GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT CONTRACT NO. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. II Asheville, NC [phone] DETAILS
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION DATE FEBRUARY 2020
SCALE: AS NOTED AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
THISAPPROVED DJB ONLY DIFCSIGN D ANDLDATEDOBYIDHE REGISTRANT. engine SHEET NO. DT1

RAMPED SECTION LANDING RAMPED SECTION
FINISH GRADE 6„
' 1/2" RADIUS / 1/2" RADIUS
4'-0" 6" 4'-0" SURFACE VARIES - SEE PLANS
SURFACE VARIES - SEE PLANS
ELEVATION
. i
j / (o' PITCH CONC. WALK, TYP. \ IIII— I Nr a
II I
Q
j - N
SLOPE 1:12 Lu Q
o SLOPE 1:12 — a N
o TACTILE WARNING �� — CURB FLUSH W/ PVMT W
CURB INLET CURB INLET EXPANSION JOINT D D D D D°o°D�D�D�D a a #5 BARS CONTINUOUS
TAPERED CURB TAPERED CURB
PAVEMENTPAVEMENT DDDDDDDDODoo' / CURB — k DDDDDDDDDDDDD
EXPANSION JOINT, TYP. EXPANSION JOINT, TYP.
J' 6' VARIES 6' O" Na COMPACTED SUBGRADE
CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER RAMPED SECTION SEE PLAN / RAMPED SECTION
PLAN 11 11 1 1 1 f 11— - NOTE: REFER TO SPECIFICATIONS FOR
- III 1 CONTROL/EXPANSION JOINT
REQUIREMENTS
0 CURB INLET PLAN DETAIL 90° CURB INLET PLAN DETAIL (3) HANDICAP RAMP /� CONCRETE RIBBON CURB
N.T.S. Q2 N.T.S. N.T.S. T N.T.S.
1'-4"
PITCH
Vv_ CONCRETE CURB AND GUTTER
PER LOCAL STANDARDS
• WITH 90 DEGREE FACE
0" CONCRETE PAVER
1'
•.-- _ 3 1/8"(80 MM)MIN THICKNESS
1/2" RADIUS 60 0-H 1-1/2" DIA. RAIL, 12"(300 MM)WIDE GEOTEXTILE
Ilk
EACH SIDE OF STEPS ALONG PERIMETER TURN UP
WALK/GRASS AGAINST CURB
NOTES: 1"TO 1 1/2"
I— EXISTING (25-40 MM)BEDDING SAND
1-1/2" I— CAP ENDS, TYP. 1.-Connection and pipe to be back(Iletl per ASTM D2321. IN SPIGOT ADAPTER
GRADE
1>, 2.-In lieu of an Internal cylinder,an HDPE watertight repair coupler can COMPACTED AGGREGATE BASE
'1 EXPANSION JOINT be used to connect HDPE pipe to CMP. STANDARD CURB @GUTTER A 7 _
g 3.-Internal cylinder adapter is not recommended for downstream POP-UP DRAINAGE EMITTER I H ��
HDPE PIPE TO
4 C
GALV. DOWEL connections. BE CONNECTED a Q a a ( --
\ 12" LONG ® 2' O.C. •
1—1 4" DIA. POST �' ^ 4 •- 16
/ CONCRETE WALK oo •:••l•
#3 EACH NOSE, • EXISTING Q v�p1 --� r 'STY
EXCAVATE EXISTING GRADE TO AVOID RCP PIPE lot= I—III—III—III—III—III I `' , —I I—I I
i" CLEAR SOIL INTRUSION 8 TO CREATE SAFE
TWORK AREA
,
COMPACTED SOIL SUBGRADE
• a
1' 0" 0 6, FINISH GRADE A I GEOTEXTILEASREQUIRED
CORE DRILL & EPDXY GROUT CASTINPLACE
• a /d ,7 .-. III- CONCRETE
N • ,',4%.4* EACH RAIL TO BE 2" CLEAR ENCASEMENT INSTALL PER MANUFACTURER'S INSTRUCTIONS
d•1�• �.•ti• �•ti•-� �— NOTE:
�� �kAtebA - FROM STEP EDGE. EXISTING GROUND
a �>40.0diNk�% - NON-WOVENGEOTEXTILE CAST IN PLACEDRAIN MAY BE NECESSARY IN SOIL SUBGRADE.
MED. BROOM FINISH \ 4 Y� �•f� �' TO BE WRAPPED AROUND EONCRETE
•:��„-,",,, I—I I l 111 l l l 111 l l l 11 I_ VARIES CONNECTION NON-WOVEN GEOTEXTILE TO ENCASEMENT SEE STANDARD CURB&
PERPENDICULAR TO •� • GUTTER STD.DETAIL 3.11�. �� EXISTING BE WRAPPED AROUND
FLOW ALL TREADS • a left*.4`��ik��i —� � DRAWING NO.
/ A RCP PIPE CONNECTION
, : r . ,,"; --- • • CONCRETE CURB AND GUTTER ICPI-10
EXPANSION JOINT. • • •��i -M_M E� COMPACTED SUB-GRADE, • . WITH CONCRETE PAVERS' SCALE
/r .�. �r ��� - — - 41111111tAr...„
_ F.S.
12" LONG ® 2'EO.C. CH
•-. a° a a /��.111 •.�`�• -III—III SEE SPECS. •... • . likal
WATER FROM
CHYARD
BASINDRE C,ROOF
i�f•'' NOTES:
CONCRETE WALK (1r ••"•� • "•
\ ���O"'�► 1. PRIMED AND PAINTED STEEL SECTION'A-A' SECTION AA
���I•k��� #4 BARS 6" FROM EACH SIDE OF STEP, CLASS I BEDDING
T Geotextilecutflushwith
�0,0°' HANDRAIL AND POST, SMOOTH TTECOLL R top of pavers
.•.'e 12" Q.C. CONCRETE COLLAR
FINISH ALL WELDED SURFACES. surface water Flows through the No.8,89 or
—, I a . Cast in place concrete— 9 stone jointing material between the pavers g
��.-% -' CONFIRM PAINT COLOR WITH
e ar Permeable avers
1 � curb 6"wide x 9"high 3 1/8"(80mm)thi
ck minimum
f .,%'10* 4" AGGREGATE BASE OWNER. uEDATEDDRAwNG T,R Out* DOB typical.
10- I-1 —1 — 1 _ /• -ti.' 'e' s 2. APPLY FINISHED SURFACE TO vA°°'De BY MMDDAN CHRn
a r .�•���•�� REVISIONS
_ ► SIDES OF CONCRETE STEPS PRIOR DRAW GD DRNNu;E TO DE,INc.('Anse NAs S Ba EO EST DEfB HAS ON IPERFORMED PRDNDEI TO ADS. TRS N.,I.M. Ci of Asheville,NC STD.NO.
DRAWING 5 INTENDED TO DEOICT DIE COMPONENTS AS REWESTED. NK HAS NOT PERFORMED AI•A'ENCINEERIND OR DESIGN DATE DESCRIPTION
0 •�l'1 PERVICED FOR THIS PROJECT,NOR HAS ADe INDEPENDENRY VERIFIED THE IFORIAADON eUPPUEG. THE INSTAWDON DET. DrasnmAR FTP6 CON r°NS 4640 TRUEMPN BLVD ,•" I I r - i - •;;I. Bedding Layer,
1 •o O. TO BACKFILLING. FRONDED HEREIN ARE GENERAL RECOMMENDATIONS a AND ARENOT NSPECIFICGIN FOR RESPONSIBILITY PROTECT. THE DESIGN ENGINEER SHALL FOR RCP D��, HN.iARD.OHiOaJDtF ... NT$
Standard Specifications POP-UP DRAINAGE EMITTER - 2x#4 Rebar -• I 2"ASTM No.8 Stone
IIII- �.�' FROND THESE DETAILS PRIOR TO ECOMMEN ATIO R IS THE DESIGN ENGINEERS THISPROJECT.
TOT ENSURE THE ENGINEER
� • S and Details Manual "�
.•� FRONDED HEREIN ME REI OR E%CEEDS DIE FUR THILE WJECT..STATE,OR LOLL REQUIREMENTS AND TO ENSURE TRAY THE
3. SEE PLANS FOR SPECIFIC DETNIS. DEDHEREINNtEACCEPTABLEFORDee PROTECT. DRAWING NUMBER STD-603 gym""" JOF1 • ( Base Layer 4"ASTM
NUMBER OF RISERS PER FLIGHT, e I Z No.57Stone
8" I AS THEY WILL VARY. Min 6" —" • Sub base Layer.Minimum
6"ASTM No.2 Stone
F Maximum Slope=0.5% Geotextile Filtration
0 CONCRETE STAIRS W HANDRAIL DETAIL g RCP TO PE TRANSITION0 POP - UP DRAINAGE EMITTER Fabric on bottom and
sides of open graded
Sub-base extends 4"Dia.Overflow System with base,as required.
beyond curb to minimum 3"No.57 aggregate Min 24"
provide working surround. Connect outlet to Subgrade.Prepare
N.T.S. N.T.S. N,T.S. platform for \ storm sewer or daylight to according to
installation. surface recommendations in
geotechnical report.
HIGH WATER TABLE
BIOSWALE PLUGS SPACED 1' O.C.
8'-6" BACKFILL BEHIND CAPSTONES WITH 6" OF
-. 2" MULCH Design Notes:
NATIVE TOPSOIL & SEED AS REQUIRED. 1. Depth of subbase subject to site specific hydraulic and structural requirements.Contact Oldcastle Architectural for design assistance.
EROSION CONTROL BLANKET 2. Paver dimensions subject to aspect and plan ratio requirements based on traffic loading.
3. Geotechnical engineer needs to balance structural stability and soil infiltration when recommending subgrade conditions.
4. Optional overflow system may be required to manage extreme rainfall events,or if pavement surface receives runoff from adjacent impervious surfaces or
1 : 1 SIDE SLOPES roofs.Locate vertical riser pipes away from vehicular traffic areas.
5. Where the filtration geotextile is used,verify with the manufacturer that the material is not subject to clogging and meets requirements of AASHTO M-288.
2163.0 ' . . CORE OF RANDOMLY SIZED SMALL ROCKS. 6. ASTM No.2 stone may be substituted with No.3 or No.4 stone.
—, PACK CORE BEHIND THE FACE STONES IN
1 \ I h / COMPACTED SUBGRADE COURSED LAYERS ALL THE WAY TO THE BANK CAPSTONES SET LEVEL WITH ABUT JOINTS DnBRIW:
belgard.com
miaarawnRDaror nNsvau"• Bel and Permeable PavingDetail ,•=,'_o^ JB
_ CUT FILLING ALL VOIDS LARGER THAN 2" SQ. AND COVER JOINTS OF PREVIOUS LAYER. PD�pae eDl,aDeahoaMDofDe g
877-235-4273 uses ror conswclion wiBwut me DnwiRB aNnl>er:
� - � � �� .PLACE EACH PIECE OF PACKING CAREFULLY —❑
gnalNepaegi PICP Full Infiltration Boulevard Design D,/23/20,6 ADBvo,J
/ AND SECURELY. de,[e-mail] professional engineer.
BELDARD
I I / PLACE EACH FACE STONE WITH LONG
/ DIMENSION RUNNING INTO THE WALL, TIGHT
G / JOINTS, AND COVERING ALL JOINTS OF
T i \ J I✓ PREVIOUS LAYER, SECURELY TIE
FACE STONES TO CORE BY PACKING CORE
LEVEL WITH EACH LAYER PRIOR TO PROCEEDING
I
// TO THE NEXT LAYER.
�� �� �� / �(�'� �, CURB/EDGE RESTRAINT
7/7 j / (( ),( N(r( )(),(P( SOLDIER COURSE
/// //// // / 1 T _ PLACE FOUNDATION STONES (LARGEST) WITH
/// / /// PERMEABLE SOIL BACKFILL TOPS LEVEL.PACK SECURELY AND LEVEL PRIOR 90 DEGREE HERRINGBONE PATTERN
2161.0 = / // , / // / / / , /' I 1 -III= oa •9 •10: 1 4 TO PROCEEDING WITH FACE STONES. t_t_ii__,_ g �/� / / l
l -1�r BATTER / i
STALITE MEDIA (./) o -- •��r WALL FACE •
Q I �:4 —•411." / 6" FIRMLY TAMPED # 57 STONE.
o I, I�I BANK CUT -11 TIE - STONE _
•
--
=I1III1I— •
L
Dco
2158.5 o�o�o�o�o�o�o�o�o�o� o�o�o�o�o�o�o�o�o� WRAP TRENCH WITH NON-WOVEN FILTER FABRIC III—I 1
o 6" PERFORATED DUAL WALL PIPE, WITH SOCK \ c 1 I 1—I 1 I—I 1 ' C a e n — O
2158.0 „o -g „o -.,, — no,— s,F',"" „ „q /'4 „" „4 no " '7', r #57 STONE (WASHED) ••••
IIIIIIIIIIIIIIIIIIIIIIIIIIII •�•O O ICI III III III-
NOTE: _ _ '
4" CLEANOUTS SHALL BE INSTALLED EVERY 50' 11 i=1i 1 I=li 1 it Ii
ON THE PERF. PIPE, STARTING FROM DOWNSTREAM
4'-6" DISCHARGE STRUCTURE, ALONG THE LENGTH OF POND.
THE CLEANOUTS SHALL BE INSTALLED SO THE ACCESS
CAP IS PROTRUDING FROM THE ADJACENT GROUND
NEXT TO THE POND NO MORE THAN 1-1/2". DRAWING NO.
B I O R E TE N TI O N BASIN TRANSITION FROM PE TO PVC 12-18" ABOVE 6"X4" 18" ± 0 SOLDIER COURSE EDGE WITH 90 DEGREE ICPI 42
mTTL""""' fJ, WYE WITH FERNCO TRANSITION COUPLING. HERRINGBONE PATTERN SCALE
.o�•(N..........CRD./A., SEE PLAN.
113.2.
÷• OESS/p,L••-9 ' F. .
t=1:45 -� ; DRY LAID ROCK RETAINING WALL PERMEABLE PAVER DETAILS
, ,• 9
z .
z .
sL• I O N,T.S. N.T.S.
„I I I I ill T T,,,,
NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTKTHIS DOCUMENT IS THE PROPERTY OF BELL LeHoxp )in kin g tsvOnille, KY DIVISION CIVIL 689-001
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCED ( )
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION KY (270859886278--54665412 PARKING RECONFIGURATION AND EXPANSION PLAN
DRAWN WTD GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT CONTRACT N0. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone] DETAILS
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION DATE FEBRUARY 2020
AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO
APPROVED DJB ONLY IF DOCUMENT,
CSIGN D AND L ID DATED BYREGISTRANT. engin( NCLA# C-508
SCALE: AS NOTED SHEET NO. DT2

C Z Z Z 0 rn
*SIDEWALK TAPERS DOWN H Q ♦-Q a Q Q Q
Q 18" EXISTING Q 3 . Q
5'BACK FROM DRIVEWAY. Q 3 . Q �i '�'1T�ll 'c="'O: F ->• Z~S Z~2
BUILD THIS PORTION OF DRIVEWAY PAVEMENT Hac�U DESIRABLE DRIVEWAY GRADES HaC�U �I,IF�'�I"'�. .Ili���`7�"eB.,,� II n'�'`,, (MIN.) GROUND OU,U Iy OCOU
ONLY AT LOCATIONS WHEN DIRECTED. O O IP' -'R J plf. II -1 11-1,I""I Z W J O_'"-'
ooaiz oo0-=z P 1-� f- BACKFILL 000x NOTES o�co
UJ q Z
*5'-0" WIDTH OF DRIVEWAY *5'0" WQZIL WQZLL ^ - M. 1 �,�\_/��jj f H WQQLL= WQQILx
H U�o� BERM �U�o� y r (■ix.)-" QO,,coo 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE Qoxoo
Q H 6y' A _ B 5'-O" 5'-0" 5'-0" Q F =lll _ . / T iF _ I - STAPLES ON .= =', TRUCKS. =�zW
= z w ' ' ' ' = z w dpUZ° �i U i n 7' CENTERS o w o J 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION W O J
[n H LL O J *+2$GRADE WHEN *+2$GRADE WHEN THIS U H I.L 0 J Ilnn 1 10' f _ �, \ \T \ \T 2 o
*SIDEWALK SIDEWALK I x o Q THIS IS SIDEWALK IS SIDEWALK LOCATION CC o Q - ,� f Q. oQ IN TRENCH p O m BY ALL CONSTRUCTION VEHICLES. o O o cc
(OPTIONAL) (OPTIONAL) 1 O (1)CC LOCATION +15$OR FLATTER I.
Z ti0C -11'llllll_ / ili VZ Z
z - �Q m- y •> 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT •j
DISSIPATE CURB DISSIPATE CURB �p H H FLATTER____---- H ' u_ITI_, -ID Iu=ITI CD TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. FH
0 12517 a w II=ID= a'BETWEEN THESE LIMITS BETWEEN THESE LIMITS p . -III- IILIII W p Wp
+8$OR FLATTER r wp 1 r-IT ``:',. 1 /.`C PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. T
p ----- r p T �, F Sw°' p - 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE p
- :I=1_ -III
_I��I.,r 10" iQ.il_I �6„ MIN //•
LATT CHECK "��., �`1 .I /''...
.._....:-...-..
___ -w CLEANED UP IMMEDIATELY.
RADUIS 3'-0"OR ROADWAY PAVEMENT -2%OR FLATTER 8$OR F _ _ -' a 6 I�IIPI /
AS SHOWN ON PLANS RADIUS 3'-0"OR f LATTER 75$ __- sTAPLE -ITI 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
AS SHOWN ON PLANS OR F -' ITI- /
a ii ER MATTING SHALL BE STAPLES ON / INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
' GRASS GRASS, MATTINGINDITCHES PLACED IN TRENCH - 1' CENTERS / ,l FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
AREA
GRAS AREA AND BACKFILLED IN TRENCH I / QO �s` 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W
/ sP �,, BE DETERMINED BY THE ENGINEER. V
�� DESIRABLE OR MAXIMUM DRIVEWAY GRADES DIAGRAM ACC
/ 1� �'$ 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED Z
o / o o z // J0 J S� BY THE ENGINEER. o rx
L BERM A B (111 IIGA 1I II IIe._ Q f t 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES I-
o WIDTH DIST. GRADE DIST. GRADE )�� II = -� -"' '�'- - - -III- cs I_I z'� �' T FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. z Z
C7 H *SIDEWALK LOCATION - C3 I- z / {S X S
P 0
1p"EXPANSION JOINT Z O (DO NOT PLACE SIDEWALK ON 8'OR LESS 5'-0" +2$* 2'-6" +5% _ z O O / / J r,' S r, S! r, t I-I W
1,e EXPANSION JOINT (,A-t7)� Staple Check Pattern Q
O __ , • BERMS LESS THAN 6'WIDE.) 8'OR LESS 2'-0" +6% 5' 6" +2%* O w /� ^^ Q J �` Q Z
-STREET PAVEMENT) ¢ '4. 10' 4' 0" +4$ 5' 6" +2$* OQ c--' L i 1 O.. i 3' [�" Q J '%''^",� {S <{• ti ,{! 1y Q O
O >- 1C\• �. 12'&OVER 4' 6" +4s 7' 0" +2%* 0 O cc \�// 10" Staple Q O.%1 S� M
7 Q / /.._
X rn c '��S vS o
r' Q MAXIMUM DRIVEWAY GRADES oz Q , 4•• 30' 3' z ~ .0 cc
PLAN _ VARIABLE (SEE SHEET _6" 2'-0 I- W < ¢ IJJ B / Check N J �I") { co Z
BERM ~' .^ .-.-.- X 4
2 OF 2 FOR DRIVEWAY GRADES) C/) (n Staple Z �! xx{.,���
DETAIL OF DRIVEWAY - 1I S:i.`I O
} 1 1 } CC o - I-4" CLASS 'A' STONE F >
2"DEEP SAW CUT L z" sy' A _ B ' ' _ __- DIAGRAM < I- 8 IN MIN DEPTH < V
e s,-• o e.•.-' - Q 0 *+2%GRADE WHEN •*+2%GRADE WHEN THIS Q O p \j`` '� 0
Q THIS IS SIDEWALK IS SIDEWALK LOCATIONO Q Q
MONOeSIMIMISEXISTING DRIVEWAY el 2'6" O LOCATION +25'M----........ O MATTING ON SLOPES ;
PROPOSED - DIAGRAM OB
PROPOSED DRIVEWAY PAVEMENT VARIABLE 1 PAVEMENT 2
+16'--- - CC
PAVEMENT _/RADIUS 3'-0"OR AS _ ___- - 5'-0" NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE O
SHOWN ON PLANS
METHOD OF TIE IN ( ROADWAY PAVEMENT I 4$ -1 ---- -
NOTES
DRIVEWAY TURNOUT - 5$
WHEN E%ISTING DRIVEWAY PAVEMENT IS CONCRETE, THIS DETAIL APPLIES TO STRAW, EXCELSIOR,COIR FIBER MAT AND PERMANENT SOIL REINFORCEMENT MAT
SAW CUT 2"DEEP JOINT AT THE POINT OF TIE-IN.
BUILD THIS PORTION OF DRIVEWAY `2$$ (PSRM) INSTALLATION AND AS DIRECTED.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING PAVEMENT ONLY AT LOCATIONS STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A"U"SHAPE WITH A MINIMUM THROAT WIDTH OF 1
DRIVEWAY PAVEMENT. WHEN DIRECTED. SECTION C-C SHEET 1 OF 2 SHEET 2 OF 2 •
INCH AND NOT LESS THAN 8 INCHES IN LENGTH. NOT TO SCALE1 SHEET 1 OF 1 SHEET 1 OF 1
848.02 848.02 I1631 .01 1607.01
•0
DRIVEWAY TURNOUT MATTING INSTALLATION CONSTRUCTION ENTRANCE
1 N.T.S. N.T.S. N.T.S.
z
EMERGENCY 0 N z
NOTE: FOR 10 ACRE MAXIMUM DRAINAGE AREA SPILLWAY * QF oQ
MINIMUM L/W RATIO: 2:1 * +���T*� ILJOH-I ZOSU
�.i�. FASTENING DEVICE FOR -I-I ac CI-I 8' MAX. WITH WIRE Q F_3C -
MAXIMUM L/W RATIO: 6:1 * * * * * * * * * * * THE DEWATERING UNIT - 0 - ooyxz (6' MAX. WITHOUT WIRE) IL JOH •
MINIMUM DEPTH: 2 FEET * * * _ �_•• • • DEWATERING z ^ oo x
MAX DAM HEIGHT: 5 FEET *F � UNIT HU¢OLry _ WQz�
sue,/1 �7�Y•�_i7= o NOTES HQQ02 CC
MIN DEWATERING TIME: 48 HOURS . rr,e•t��,• �� - Q F- F+ Q =
STORAGE VOLUME: 1800 CF/ACRE * , X�Y* MAIM I I I'. , , 03 x z ~v¢O C7
��"` rnl-wow MIDDLE AND VERTICAL WIRES Q
* bI o0o I EXCAVATE TEMPORARY DIVERSION WITH NON-VERTICAL SIDE SLOPES AND NOT ooCOQ SHALL BE 121/2 GAUGE MIN. ��LLo�
* Porous Baffles �000 �, •- �l �� �� z , Dco Q
(Section 6.65 n - - L GREATER THAN 1.5:1 SLOPE. •CO H z rn
`+ DENR Manual) `*'* PVC END CAP O OUTLET / 0_p CO a H
■I■I PVC VENT PIPE .* * u p TOP AND BOTTOM STRAND _EI T p
_� --- - * PVC PIPE WITH c- r m STABILIZE TEMPORARY DIVERSION AS DIRECTED. ---- - _ c
.L �� 00C SHALL BE 10 GAUGE MIN. = 24" MAX.
INFLOW _- -"- Y2" HOLES (TYP) -
''■IIIICGJII __I��y_ IN UNDERSIDE L- L J _ (18" MIN.)
%I■I■I� ' HOLES11 I IEI I 1 111 9
* DEWATERING 0 N UNDERSIDE I I 1-i�IrAIL1- � 11=11=.11F11=
CLASS B SKIMMER (SEE COA `*` TUBE/ARM AIR-TIGHT SCHEDULE 40 - - IIII - 7 Td'--
RIP-RAP DETAIL 7.09a) ASSEMBLY PVC "C" ENCLOSURE COMPACTED SOIL cc _ __
o
�� NI PVC VENT
----H 2' MINIMUM F- U Z WIRE o w
7� PIPE o O V
-- O FLOW z N
I/ GEOTEXTILE z W
MINIMUM o cc
> NOTES Q
MM. LL
1 El till= 1 o o cc
PLAN VIEW NOTES: ` ` Q USE GEOTEXTILE AMINIMUM OF GEOTEXTILE�� y
**ORIFICE PLATE - o 36" IN WIDTH AND FASTEN ADEQUATELY Q
** SKIMMER ORIFICE SIZE IS DETERMINED BY / Q CC
COMPACTED FILL O >-
STORAGE VOLUME OF BASIN AND DESIRED - 6' TYPICAL Q TO THE POSTS AND WIRE AS DIRECTED. z
CLASS GRIP-RAP DISPERSION CC
DEWATERING TIME. SEE TABLE 6.64b OF THE NC ROPE TO FREE SKIMMER IF 0 CC USE WIRE A MINIMUM OF 32" Q <
MIN 1' FREEBOARD EMERGENCY DENR EROSION AND SEDIMENT CONTROL PVC TEE LODGED ON BOTTOM OF BASIN > d m 0r
PAD DESIGNED BY ENGINEER SPILLWAY IN WIDTH AND WITH AMINIMUM
PLANNING AND DESIGN MANUAL < _ _ _ } O
OF 512 111 LINE WIRES WITH 12" VERTICAL _ I < 0-
_ 3" SCHEDULE T PVC: MINIMUM SIZE ALLOWABLE < H SPACING.PROVIDE 5'-0" STEEL POST OF -III-III II-III-III-III o H
-III-IIII C I - FOR THE CONSTRUCTION OF SKIMMER. 8"
1 -III_ _ - FLEXIBLE C13055 SECTIONAL VIEW THE SELF-FASTENER ANGLE STEEL
-III-III_ II II_ I1=III= Y STEEL POST - 2'-0" DEPTHcc
III I- DEWATERING ZONE EMBANKMENT SCHEDULE 40 PVC
I-_III-I I1 I -III- PIPE HOSE TYPE. 4
FILTER FABRIC I I- I1 i II- L �IIIIIIII OU TLET FOR MECHANICAL SLICING METHOD ��+
III_ SEDIMENT STORAGE ZONE L OU ILEI
CROSS-SECTION L---F--)SKIMMER MAY ALSO BE LLATION, GEOTEXTILE SHALL
BE AINSTAMAXIMUM OF 18" ABOVE GROUND EXTENSION OF GEOTEXTILE AND
USED WITH APPROVED
SHEET 1 OF 1 SURFACE.
1630.05 WIRE INTO TRENCH
STRUCTURES SHEET 1 OF 1
1605.01
REVISIONS STD.NO. City of Ashevil -----
^
V DATE DESCRIPTION IIII
619115 REV.MN.DEWATERNGTME 7.09 and DetailsStandard M r TEMPORARY DIVERSION TEMPORARY SILT FENCE
SKIMMER SEDIMENT BASIN
4 N.T.S. 0 N.T.S. (::!C;:) N.T.S.
_ COIR FIBER BAFFLE MATERIAL PROPERTY REQUIREMENTS
THICKNESS - 0.30 IN. MINIMUM
TENSILE STRENGTH (WET) - 900 X 680 LB/FT MINIMUM
ELONGATION (WET) - 69% X 34% MAXIMUM
FLOW VELOCITY - 10-12 FT/SEC OPENING IN
WEIGHT - 20 OZ/SY (680 G/M2) MINIMUM 6" PIPE
DRAPE BAFFLE MATERIAL MINIMUM WIDTH - 6.5 FEET EXTEND 9 GAUGE WIRE TO BASIN 2159.5' TYP.
OVER WIRE STRAND AND OPEN AREA - 50% MAXIMUM SIDE OR INSTALL T-POST TO ANCHOR POND
SECURE WITH PLASTIC BAFFLE TO SIDEOF BASIN AND WALL
TIES AT POSTS AND SECURE TO VERTICAL POST 42" SQUARE GRATE
ON WIRE EVERY 12" 48" SQUARE ELEV. 2162.5' INSTALL ADDITIONAL STONE BAGS OR SILT FENCE
4' MAX - -1 STORM STRUCTURE TOP OF POND AROUND INLET IF PERMANENT STABILIZATION OF
I - =1' ELEV.-2163' DISTURBED AREA BEHIND CURB IS NOT COMPLETE. A-
I
r\._
/ ... �'-III1111'I 2„ MULCH - ('��
IIII;1'
9 GAUGE MIN. HEIGHT 3' MIN. 1 ' = I I- VARIABLE DEPTH v /////// ////////„ I
TENSION WIRE STRAND SHALL TOP OF PLANTING SURFACE
I=III
BE SECURED TO POST I I-III ELEV.-2161' J CURB NOTES
TO SUPPORT BAFFLE _ 1-III= IL
MATERIAL III-11= 00000000 J GUTTER '1 SILT TRAP TYPE C SHALL INCLUDE GEOTEXTILE FABRIC BAGS, NO. 57 STONE,
., 1. r
11I-11I . II III=III=11I= I-111=1u I-N-N IT-IT- 7I11I-1 _ LABOR AND ALL INCIDENTALS NECESSARY FOR ONE COMPLETE INSTALLATION.
-IIL=� d1 1j1111E=1 III=III- =III=III=1 _ III' SECURE BOTTOM OF BAFFLE TO
I III, III III' 'l1=1i1-IiIIII-III-III-I III= .Ats/...6.tsitsi;1itiei t; t 6'' PERF. PIPE WRAPPED IN NON-WOVEN GEOTEXTILE 0��00��0
y 1- = GROUND WITH 12" STAPLES ,t1h4 ,,,,.,it,*,,rr,trc BID ITEM AND UNIT TO BID:
-III= '=I11' II=1T- . ....►..... .f�...v.....� / 0��00��0 - FLOW \
'ems"' AT 12" MAXIMUM SPACING �• tJa.!JeJ.._'y. ,eJ ••• ••e •v, I CODE PAY ITEM PAY UNIT
�l ..J • �• .J • III �..-I I• I
fi 4t4.t,°fi-fifi fififi�+!s yeAtc� � �j BOTTOM OF INTERNAL 1
BAFFLE MATERIAL BAFFLE MATERIAL STALITE MEDIA.. STALITE MEDIA..:. WATER STORAGE 2705 SILT TRAP TYPE C EACH
NOTES: .,:......... ..:......... . ELEV.-2158.5' _ 2708 CLEAN SILT TRAP TYPE C EACH
1 INLET PROTECTION IS SUITABLE FOR USE IN BOTH PAVED AND UNPAVED AREAS.
1. IF THE TEMPORARY SEDIMENT BASIN WILL BE z- - _ .1,.....-...-.....-............ n
CONVERTED TO A PERMANENT STORM WATER BASIN OF BAFFLE MATERIAL SHOULD I0 I41111111° � O2 THE HEIGHT REQUIREMENT IS WAIVED IN CASES WHERE IT WILL CREATE AN
GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BE SECURED TO THE BOTTOM A UNACCEPTABLE PONDING SITUTATION ON THE PAVEMENT OR ON AN ADJACENT PROPERTY.
AND SIDES OF BASIN USING I-III-III-III-III-111-1 III=III=III=III=III=III
BASED ON THE POOL DEPTH DURING USE AS A "'=1il-III=III=III=III_„ 1=III=III=IIIIII=j1'-
11 GAUGE _ INVERT 6" PERF, PIPE-2158' PLAN VIEW 3O INTERWEAVE BAG ENDS TO FILL GAPS BETWEEN BAGS.
TEMPORARY SEDIMENT BASIN. 12" LANDSCAPE STAPLES II=IIIIIIIII=1 11111-III1I 1 1 111E111111EIIIIII=IIIIII=
0 "- I 1 I ,111 I I E I I 1 11E=1 111 11 1 I 1 1 I 1 1 11=11
LANDSCAPING STAPLE IIIIII-III III-III-III NOTE: 0 CONSTRUCT 18" X 30" BAGS OF NON-WOVEN TYPE II GEOTEXTILE FABRIC
2. INSTALL THREE (3) COIR FIBER BAFFLES IN BASINS CONFORMING TO SECTION 843 OF THE STANDARD SPECIFICATIONS. DOUBLE
4" CLEANOUTS SHALL BE INSTALLED EVERY 50' \
STITCH BAG SEAMS WITH 1 LB. POLYESTER THREAD- ATTACH ONE (1) TIE
AT DRAINAGE OUTLETS WITH A SPACING OF THE INVERT 12" OUTLET 2158' ON THE PERF. PIPE, STARTING FROM DOWNSTREAM 12" MIN. HEIGHT O2
BASIN LENGTH. TWO (2) COIR FIBER BAFFLES CAN BE -I11-I11HIIIn1In11-I11-I11-I11-_-I ;II' III-III-III-III-III-III-III-III-III- 6" CAP, TYP. DISCHARGE STRUCTURE, ALONG THE LENGTH OF POND. \ STRING TO EACH BAG. BAG OPENING SHALL BE ON 18" SIDE.
INSTALLED IN THE BASINS LESS THAN 20' IN LENGTH 11=111111111111111111111111III=111- II.3 I:11 1=111-111-111-111-111111E111E111E11 TRANSITION FROM 6" PERF. PIPE THE CLEANOUTS SHALL BE INSTALLED SO THE ACCESS 5. FILL BAGS WITH NO. 57 STONE BETWEEN 1 2 TO 2 3 FULL 50 LB TO 60 LB).
-III-III-III-III-III-III-III-III-I I =1 I : I-:III-III-III-III-III-III-III-III-III_ \-CCURB AND GUTTER 1 / / ( )
WITH A SPACING OF i THE BASIN LENGTH. I1=III=III=III=III=III=III=III=III= 11E 1 It-I 1=III=III=III=III=IIIE111E11EIII=I TO 6" SDR 35 PVC., TYP. CAP IS PROTRUDING FROM THE ADJACENT GROUND O 6. SILT TRAP TYPE C SHALL NOT BE USED IN BLUE LINE STREAMS.
_lil-lil-lil-lil-lil-lil-lil-lil-li I =1 i_:ITI-lil-lil-lil-lil-lil-lil-lil-lil_ NEXT TO THE POND N 0 MORE THAN 1-1/2".
I USE 45° BENDS AND 6X4 WYE CONNECTIONS TO
SECTION A-A
CONNECT CLEANOUT PVC PIPE TO PERF PIPE.
STEEL POST
I 2'-0" DEPTH SEE PLAN.
I
FIBER BAFFLE L _1 (::-IIEN/)
( BIORETENTION OUTLET STRUCTURE9 INLET PROTECTION
7' COIR N.T.S. V N.T.S.
NO SCALE
0,0 1IIII,,,,,,
„0.,N CAR°'',
''��OFESS/0°.'-9=,
E ' .>/ /
0,9°. CINE."°°��
/:11'1°�J. BON-SssAS
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NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JTKTHIS DOCUMENT IS THE PROPERTY OF BELL Lexington, KY 859 278-5412 DIVISION CIVIL 689-001
1 02.20.2020 CONSTRUCTION RELEASE SET ENGINEERING AND SHALL NOT BE REPRODUCED g ( )
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION HoP kinsville, KY [phone] PARKING RECONFIGURATION AND EXPANSION PLAN
DRAWN wTD GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT CONTRACT N0. CIVIL
THE WRITTEN PERMISSION OF BELL ENGINEERING. bell Asheville, NC [phone] DETAILS
CHECKED DJB FACSIMILES OF LICENSED PROFESSIONAL ENGINEER NCEF# F-1383 PARKING LOT EXPANSION DATE FEBRUARY 2020
AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO NCLA# C-508
APPROVED DJB SCALE: AS NOTED ONILYDIFCSIGNED ANDLDATEDOBYIDHE REGISTRANT.I engine SHEET NO. DT3