SW1240701_Plansheet - Other_20240913

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Fl. ETC NORTH CAROLINA
FJEVISE,,D AUGUST 20., I . COVER 2024 S H EET INDEX
2. EXISTING CONDITIONS RED LEONARD LIGHTING PLAN
3. MASTER PLAN L- I THRU L-3
REVI EW/PRELI M I NARY � 4. MASTER GRADING PLAN n n DUKE POWER LIGHTING PLAN
F-1 APPROVAL/PERMITTING � G 5. AIRPORT PARKING PLAN A
6. AIRPORT PARKING PLAN "B"
^ �0 7. ADS DETAILS
F-1 BIDDING/CONSTRUCTION 27 � � �� 8. E&S PHASE
''2 �"� NE 26 9. E&S PHASE 2
F-1
RECORD 10. AIRPORT GRADING PLAN "A"
�a�IaY A m AlR ORT PARK RD BELM D r I 1 . AIRPORT GRADING PLAN "B"
12. AIRPORT LANDSCAPING PLAN
5/ p HICK r 13. SHEETZ EXISTING CONDITIONS
3 D 14. SHEETZ DEMO PLAN
0 15. SHEETZ SITE PLAN 'A'
16. SHEETZ SITE PLAN - 'B'
GECD 17. OFF SITE ROAD IMPROVEMENTS
GRID R 18. SHEETZ UTILITY PLAN "A"
19. SHEETZ UTILITY PLAN 'B'
LOCATION MAP 20. TRUCK ROUTE
21 . E&S PHASE 3
22. E&S PHASE 4
N.T.S. 23. SHEETZ GRADING PLAN 'A'
24. SHEETZ GRADING PLAN 'B'
25. SHEETZ LANDSCAPE PLAN
PROJECT CONTACT INFORMATION 26. LIGHTING PLAN
DEVELOPER/OWNER - SHEETZ, INC. - WES HALL (919) 896-2019 27. TRASH ENCLOSURE
28. SHEETZ DETAILS
TOWN OF FLETCHER PLANNING DEPARTMENT - ERIC RUFA (828) 687-3985 29. SHEETZ DETAILS
HENDERSON COUNTY BUILDING SERVICES - (828) 697-4833 30. SHEETZ DETAILS
NC DENR E & S / SITE DEVELOPMENT DEPARTMENT - JIM PARKAS STATE STORMWATER ENGINEER (919) 707-3646 31 . SHEETZ DETAILS
CITY OF ASHEVILLE WATER - (828) 25 I - I 122 32. EROSION AND SEDIMENT CONTROL DETAILS
DUKE ENERGY - (800) 777-9898 33. EROSION AND SEDIMENT CONTROL DETAILS
NCDOT DISTRICT 14 - NICK DORATO (828) 250-3200 34. EROSION AND SEDIMENT CONTROL DETAILS35. EROSION AND SEDIMENT CONTROL DETAILS
METROPOLITAN SEWERAGE DISTRICT - (828) 255-0061 36. STANDARD DETAILS
ASHEVILLE REGIONAL AIRPORT CONTACT DARED MERRILL - (828) 209-51 13 37. STANDARD DETAILS
BUNCOMBE COUNTY PLANNING DEPARTMENT- NATHAN PENNINGTON (828) 250-4830
ENGINEERING/SURVEYING SERVICES
L E & D PROFESSIONALS P.C.
RYAN GATEWOOD, P.E. - ENGINEER - (434) 792-3680
RIVER RUN EXECUTIVE OFFICES
SUITE-B PHONE NO. (434) 792-3680
1 10 EXCHANGE STREET FAX NO. (434) 792-3685
DANVILLE, VA. 24541 WEB ADDRESS: www.landeng.com
P RO FESS I 0 NALS P . C ■ N.C. LICENSE: # C-2577
� V.A. LICENSE: # 0404-00 1 40 1

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PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
SUITE-H
(,Y.Y P=21 5.29 N TOP=202&98 I i 0 EXCHA N G E STREET
STORM CLEANWr C' TOP=2f35.29 INV IN=2094-58
TOP-2162.71 INV IN(15" INV OU7"209478
7NV=275Z51 RCP)-273T.79
INV IN(24" GRATED INLET'CC- DANVILLE, VA. 24541
GRATED INLET'A RCP)=2131.59 TCW=2157.10
TOP=216Z59 INV OUT=2131.49 INV OUT-2154.00
INV IN=276.AU9
INV OUT=216299 GAAIED INLET'0' 041TO INU'T_'D2 -
GRATED INLET B' TOP=2131.68 TOP=2151.68
!NV IN=212Z28 INV IN=2147.38
TOP-2166.04 INV WT-2127.18 INV WT 2146.38
INV IN(8- N.C. LICENSE # C-2577
V.A. LICENSE- # 0404-00 1 40 1
PVC)=2759.24 ORAM2 OLFT'P• GRATED INLET'EE'
!NV 1N(12• TOP=2129.15 TOP=214404
CMPJ=2759.14 INV IN-2T23.05 !NV OUT=2141.84
INV OUT=2159.04 INV WT=212295
STORM MANHOLE 'FF-
GRATED 1NIFT'C' GRATED INLET'0' TOP-2150.25
TOP-2160.89 TDP=2128.75 INV IN('DD')=2143.25
INV IN=215549 INV W-2722.55 INV IN('EE)=2141.35!N PHONE 0.�434) 7(�L2-3600
EDV OUT-2155.39 !NV WT=2122.45 !NV PUT=274t p 125 FAX NO-� �43a ���-�U�S
GRAT INLET'D GRATED INLET'R' GRATED INLET'GG'
TOP=2160.66 TOP=2125-19 TOP-2121.72
INV IN-2155.06 INV IN=21IR 79 INV IN=2115.32
INV OUT=2154,96 !NV WT=2119.69 INV WT-2r15.22 wvvw-iandeng.com
GRATED INLET E' G zm_!Im(T'. GRATED INLET frN'
TOP-2160.66 TOP-M-4.67 TOP-21 f9.55
INV IN(4- INV IN(24• INV 1N(15•
PVC)=2156.05 RCP)=2178.91 RCP)-2112.65
INV IN(18" INV IN(30" INV 1N(24-
CMP)=2T5356 RCP)=2T78.6T RCA)=2112.65
INV GUT-2153.46 INV 00T=2116 51 INV OUT=2T 12.55
ORAV D INLET F' $TDRM MANHOLE 'T' CRATED fN-a 7!'
TOP=2153.65 TOP=2125.33 TOP=21D278 K
INV IN=2145.25 1NV IN(15- INV OUT=2098.62
!NV OUT--2145.l5 RCP)-2116.43
INV IN(36" GRATED INLET'JJ' i 37
GRATED INLET'G' RCP)-2118.03 TOP-2137.35
TOP�NV O 151.81 !NV OlJT=211793 INV OUT-24.65 F
INV OUT=2746:81 !NV OUT=2724.55
GRATED INLET U' '•1
GRATED INLET Y-I' TOP=2121.29
TOP=2T52.45 1NV OUT 21 f 7.59
INV IN(15" *r
ftCP)=2148.25 GRATED INLET 'V' 1'A
INV IN(24" TOP-2ri7O6 CMP)=214Z25 INV IN=211336
INV 1N(18" INV OUT=2113.26
RCP)=2137.05 _ �-
• INV OUT 2136.85 GRATED INLET'W' �r
TOP-M6.66
STORM MANHOLE ?' INV IN(18" r
!NV!N 151_ -2T72.46 // / = /Ny/ _ I S 1 \ ~
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!NV OUT=2132.39 TOP GRATED INLET
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INV OUT=2105.80
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TOP-2is0.4D INV OUT 2097.96 +• / // / j 1 )Q 495 f CR�
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�A' +08 47741 WATER METER
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aq ARE NO READILY APPARENT EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. CMP CORRUGATED METAL PIPE } O
. ' _ CPP CORRUGATED PLASTIC PIPE �„ (n
z THIS TOPOGRAPHIC MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT HDPE HIGH DENSITY POLYETHYLENE z z D ,
AND THEREFORE, DOES NOT NECESSARILY SHOW ALL ENCUMBRANCES ON THE PROPERTY. PVC POLYVINYL CHLORIDELi
RCP REINFORCED CONCRETE PIPE o � �
THE AREA SHOWN HEREON IS NOT LOCATED IN A 100 YEAR FLOOD HAZARD 0
® PEDESTRIAN CROSSWALK LIGHT w O
ZONE PER FEMA FLOOD MAP 3700964300K EFFECTIVE 1-6-2010. UMP UTILITY MARKING POST � Q
JBOX UTILITY JUNCTION BOX
FANNING BRIDGE ROAD IS SHOWN AS HAVING, BOTH A 100' RIGHT OF WAY ® BOLLARD o 0
PER NCDOT PROJECT #8.1950205 AND A 60 RIGHT OF WAY PER NCDOT 41 BOLLARD C) C)
PROJECT #14400C. -w_ SIGN z z
UNDERGROUND UTILITIES WERE MARKED BY THE FOLLOWING MISS UTILITY TICKETS. a SHRUB
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TICKET #A232261535 CONCRETE Q
UTILITY „ „ .,RESPONSE RIP RAP
ATT�D NO CONFLICT ono° LANDSCAPED AREA .- �z
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1 1 N 04°.9'-5-0 E _ CITY OF HENDERSONVILLE WATER & SEWER NO CONFLICT Sheet No-
L2 S BF05'23" F DUKE ENERGY NO CONFLICT
- -- NCDOT TRAFFIC AND FIBER OPTICS NO RESPONSE GRAPHIC SCALE
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C? 1711 '04" 1577,89' 473.25' N 09'42,01 " W - __ DOMINION ENERGY GAS MARKED Date: 5/22/24
C3 1 i"42'47" 1-96.28' 408- 10' N 12°26"10' W"� = - _ CHARTER COMMUNICATIONS CABLE TV NO CONFLICT IN FEET Scale: 1" - 80'
AIRPORT UTILITIES MARKED
i inch = $0 ft. Project No.
23-034-BD11\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
SUITE-B
1 10 EXCHANGE STREET
DANVILLE, VA- 24541
N.C. LICENSE: # C--2577
V.A. LICENSE: # 0404-00 1 40 1
PHONE NO- (4341 7Z3680
FAX NO- (43 ) 792-35
www-landeng-com
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Project No.
23-034—B411\eng\dwg\
F-23034—PLAN-2—REV-2.dwg

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PROFESSIONALS, P.C.
DIVER RUN EXECUTIVE OFFICES
SUITE-B
1 10 EXCHANGE STREET
DANVILLE, VA. 24541
N.C. LICENSE: # C-2577
V.A. LICENSE: # 0404-00 1401
PHONE NO. 792-3680
FAX NO. (434434)
) 792-3685
www.landeng.com
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Date: 5/22/24
Scale: 1" = 80'
Project No.
23-034-8011\en9\dwg\
F-23034—PLAN---2---REV-2.dwg

GENERAL UTILITY NOTES:
1, ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE 1AF'JJ*qkk11
APPROVED PLANS, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION,AND ALL PROFESSIONALS, P.C.
OTHER PERTINENT FEDERALAND STATE LAWS. RIVER RUN EXECUTIVE OFFICES
SUITE-B
2_ THE CONTRACTOR S HALL COMPLY AT ALL TIMES WITH APPLICABLE 1 � I EXCHANGE STREET
FEDERAL,STATE,AND LOCAL LAWS,PROVISIONS,AND POLICIES NEW CONIC. BASE, 110 EXCH NGVA. 24541
THE
GOVERNING SAFETY AND HEALTH,INCLUDING THE FEDERAL NEW
POLE CCTV CAMERA,
CONSTRUCTION SAFETYACT(PUBLIC LAW 91-54),FEDERAL REGISTER, NEW CONC. BASE, NEW CONC. BASE, ONE CAT 6A BACK To
CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS,OCCUPATIONAL 20' POLE CCTV CAMERA, 0' POLE CCTV CAMERA,
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION,AND v ONE CA T 6A BACK TO ONE CA T 6A BACK TO NEAREST NEMA (TYP)
577
SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. . NEAREST NEMA TYP N_C LICENSE # 0 04-0
( )i� NEAREST NEMA (TYP) NEW NEW V.A. LICENSE: # 0404-00 1 40 1
3_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE 47 NEW CONC. BASE PERIMETER PERIMETER
AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE EXISTING AND LIGHT POLE FENCING FENCING
CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF EDGE OF BY DUKE POWER
A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS SHEETZ AIRPORT PA VEMENT PHONE NO. [phone]
REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND RASE (TYP) FAX NO. (43 ) 792-3685
PHASE r5P' °
CONTRAINTS OF THE SITE. SAPLIN BU ST P R5.00' www.Jandeng.com
4. BEFORE EXCAVATION,ALL UNDERGROUND UTILITIES SHALL BE EMERGENCY CALL R5.00'
LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE STA TION WITH SHUTTLE R5.00' 26.00' R5.00'-\
CONTRACTOR SHALL NOTIFY NC ONE CALL CENTERAT 811. THE NEW CURB CAMERA HREE
LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE NEW 26.Q0' AND GUTTER CA T6 CABLES BACK SIGN R5.50' R20.50' R15.00'
APPROXIMATE AND MAY NOT BE SHOWN. IT IS THE RESPONSIBILITY OF R5.00' STRIPING TO NEAREST NEMA
THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT NEW CURB NEW R2.50' R2.50' 9' � ENC OS U E � l +
LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. STRIPING BUS STOP + c + O
AIRPORT UTILITIES LOCATED SEPARATELY R5 00' AND GUTTER 0, SH L TER R5.50' 1. +
R5.00' � 18' � AMR�NCY CALLS STA T10N,CCAUMERA, PO T-EMERG NCDE ° �+
5_ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND 2& 0d' ClI R5.00'
PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE SHU f SIGN +� AND WIRELESS ACCESS POINT. eo . 34 - 18 POLYPROPYLENE PP
LOCAL AND STATE CODES AND REGULATIONS. BUS TOP MOUNTING DETAILS [RD. TOTAL OF 3 � � + DOUBLE-WALLED PIPE ® 3. �
SH `I L TER CA T6A CABLES TO BE INSTALLED TO JB X- OMM
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES POST EM RGENCY 2 EACH BUS SHEL TFR R5.00' GA TED R5.00'
ASSOCIATED WITH THE INSTALLATION,INSPECTIONS,TESTING AND comm. 18 EN
FINAL ACCEPTANCE OF ALL PROPOSED UTILITIES CONSTRUCTION. JBOX-CO M , NEW CURB R5.00' c
R250, 26.00 CB_19 102' + O O
AND GUTTER � `
7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY R5.00' R2.50' NCDOT STD. 840.02 R20.DO 18' C----, v
COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF R5.00' NEW NEW CURB 9' CONC. CATCH BASIN + STEM LENG
UTILITIES AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED STRIPING g' AND GUTTER DOUBLE INLET
UTILTIES TO SHEETZ STORE.RE-USE POLES WHEN POSSIBLE. R3.00 I TOP ELEV 2128.50 35.50
18' INLET ELEV. 2128. ` + U
ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE 18' INK OUT 212J
SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY IT IS THE NEW CONC. BASE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE ° AND LIGHT POLE R30.0 '
INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER BY DUKE POWER o UMP-FD J_
PERFORMED BY THE CONTRACTOR OR NOT. UMP-GAS (nP) W --y W ~� W u
00 0HF-- off E- r-� W .� w rr ll
9. AN ASBUILT DRAWING OF NEW UTILITY SERVICES SHALL BE TPED UMP- OHI OHS W W 43 - 15"POLYPROPYLENE (PP) NCDOT STD, 840.02 NEW CONIC. BASE, V
PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER �L� AISAIRPORT NEW GAS a �- W
UPON COMPLETION OF THE PROJECT. PHASE NG PHASE PERIMETER UMP- r OH f� W W t'W DOUBLE-WALLED PIPE ® 584% CONC. CATCH BASIN 20' POLE CCTV CAMERA,
Ln
FENCING 0 H E� O H F� O H�� W
_�- w TOP ELEV. 2123.99 ONE CA T 6A BACK To W
10. UTILITY CONTACTS ARE LISTED ON THE TITLE SHEET(SHEET C-1). SPEED LIMI T OHS _1� W �- W - o MASTER PRIMARY NEMA ENCLOSURE FOR INLET ELEV 2123.49 NEAREST NEMA (TYP)
�� OHE �rJ SAW CUT 2 FROM EDGE OF EX. ^^ --
✓� GAS SIGN O H W -� COMMUNICA TIONS DEDICA TED 120V 20AMP (15s) INV. IN 2120.49 w
11. CONDUIT LOCATIONS TO SIGNS AND SITE LIGHT POLES TO BE RA J N 07EE O4�E f� W CIRCUIT. SET HANDHOLE ADJACENT TO NEMA ASPHALT, PROPOSED R/W INV. OUT 2120 J9
COORDINATED WITH SHEETZ. �^ W ASPHALT ALONG PROPOSED L,
x-� WSW _ - --
W � FOR ALL COMM CONDUITS. 12 STRAND FIBER �� � CB-21 �
�r v - - -__- = ENTRANCE OR MATCH EXISTING
- TO BE INSTALLED TO SOUTH NEMA NCDOT STD. 840.02 V1
12. CONTRACTOR SHALL COORDINATE WITH SHEETZ ON TYPE AND - 1r W �~ W: = ENCLOSURE. INTERCEPT OR REINSTALL FIBER PAVEMENT SECTION _ CONC. CATCH BASIN
SIZE OF THE GREASE TRAP, ALL SANITARY SEWER PIPE SHALL BE a _
a DIG P, o CONNECTING TO THE CELL PHONE WAITING TOP ELEV. 2122.96
SDR-35 PVC UNLESS OTHERWISE NOTED. 30 Rcp -o GRATED IIIII P' LOT INLET ELEV. 2122.46
'0' - -- N- -- O
LET ' O TOP-2129.1s _--- n n/
13. CONTRACTOR SHALL COORDINATE WITH SHEETZ ON CONDUIT 059-NEW INV 111 = 2135.15 -_ - - -- oR T ROAD A '� (18) INV IN 2119.21
!NJ - 2127.38 INV IN=2123 05 A 1 R P '��"I� Lu �, ]5" I?CP INV OUT 2119.11
ROUTE TO STORE FROM THE TRANSFORMER AND/OR SERVICE UTILITY -" INV OUT=2122.s5 ' PUBLIC Rl w)
POLE FOR TELEPHONE AND ELECTRICAL SERVICE. 18 -- _ RDU T� 2�� ��oo SHEETS 9&11 a 0
14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS = - ` - NCDO T PROJECT 6,5�474 7
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
/�nO 11
30" RCP 1/ V i+l
15" RCP % /V)/
a 1�O/{ '/ V
W
0
o
(7161
1
TYPICAL PAVEMENT •••.••�N** rR•�'•,,�
LA YOU NO TES: 1
1. CONTRACTOR SHALL REFER TO THE SHEETZ _ - 27 c)
ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITY - ' - == = �.__ J�_ _ _ 0 1:1
ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT ` \\ / �. ` \ " =�!__; _ _ - _ •��Z F �� •
GIN
SF-9.5A BITUMINOUS SURFACE COURSE \ / zt - ; - i '- _ - 'i�= - -
DOORS, EXIT RAMPS AND PARCHES _ \ , , __ -" - _ _ _ , 4 P 0.
2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB 8" AGGREGATE STONE BASE
OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE.
PAVEMENT SECTION TYPICAL
J. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS N.T.S.
FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT `` \ `\ `� �_= ��G'AS -OHS
MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS \
VEMENT
R.O.W.
W.
4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WI TH ` \ \\\ \`
STRIPES 4 WIDE, A T 45` AND 2 FEET 0.C. ' \ \ \` \ , _ _%�-;' '- 'I ,' �� ,' J cn
Jmp
5. ALL STRIPING SHALL BE 4 WIDE UNLESS NOTED 2" SF-9.5A BITUMINOUS SURFACE COURSE DEMO 24 PIPE BACK \ \ "i., - �y , / , . W
OTHERWISE TO CURB INLET PLUG \ \\ \ �;;;; /I / ,' � �
8" 1- 19.OB INTERMEDIATE COURSE , . - OPENING IN CURB \ _;;; - '-�` ry ` 0
6. CONTRACTOR SHALL COORDNATE FINAL LOCATION OF THE INLET l \ \ \ ` ` \ _ ; -� / `� / ' 2 / REMOW CUR91 AND ' �c r 0
PYLON SIGN WITH SHEETZ r�I
8" B25.DB BASE COURSE _ - �' spa , , /-- GUTTER THE LENGTH � �Ib V)
OF THE PROPOSED z
7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS - -�- NE f �y �' / / NIRANCE 94' f/_ 18' fRC� 0 0
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. PAVEMENT SECTION "R.O.W. HEAVY DUTY" ' / . /' �'
�N-�� 1 ' i RCP hi 0 0 0
-� �N / 5 o It.f 0 0
-1 LAJ
N.T.S. his �V 1 , , / / 1
66
W 0
s
CONCRETE PAVEMENT
N
/ W
FINISHED GRADE ' ' 1 ! Q
© 6" FIBER REINFORCED CEMENT 00 0
14"
° CONCRETE PAVEMENT (4000) DEMO PLAN PARKING "A" � N
SUB. GRADE 8n AGGREGATE STONE Sheet No.
- �S � ��{� CONCRETE SECTION GRAPHIC SCALE
Know i�l�c�� ,� N.T.s_ � of
30 0 15 30 60
Call before you dig. Date: 5/22/24
Scale: ,
( IN FEET ) 1 = 30
Nff"cmvm Bin,M& 1 inch = 30 ft. Project No.
- - -- 23-034-BOl 1\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

GENERAL UTILITY NOTES:
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PROFESSIONALS P.C.
PLANS, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD 7
SPECIFICATIONS FOR ROADWAY CONSTRUCTION,AND ALL OTHER RIVER RUN EXECUTIVE OFFICES
PERTINENT FEDERAL AND STATE LAWS. _ O - O - O - O - O - O - 0 - O - v - " V SUITE-B
i 10 EXCHANGE STREET
2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE \��Z = J 110 EXCHANGE
NGVA. 2 STREET
i
FEDERAL,STATE,AND LOCAL LAWS,PROVISIONS,AND POLICIES __ -- --_ v 36" RCP
GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL
CONSTRUCTION SAFETY ACT(PUBLIC LAW 91-54), FEDERAL REGISTER, NEW CONC. BASE
CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS,OCCUPATIONAL N.C. LICENSE. # C-2577
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION,AND - - ND LIGHT POLE �CB-
SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. NEW BY DUKE POWER NCDOT STD. 840.02 ` -��/QN S / V.A. LICENSE: # 0404 00 1401
o a/C7�
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS PERIMETER (TYP) CONC. CATCH BASIN FENCING DOUBLE INLET ON
AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED W ELEV 211746 PHONE NO. [phone]
PRIOR TO THE SUBMISSION QFA BID. SUBMISSION OF A BID SHALL BE INLET ELEV. 2115.96 o FAX NO. [phone]
CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS (18") INV IN 2112.71
FAMILIAR WITH CONDITIONS AND CONTRAINTS OF THE SITE. INV OUT 2112.61 www.landeng.com
4. BEFORE EXCAVATION,ALL UNDERGROUND UTILITIES SHALL BE R10.00' ALL BUS SHEL TERS TO INCLUDE
LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR EMRGENCY CALL STA 770N, CAMERA,
SHALL NOTIFY NC ONE CALL CENTERAT 811. THE LOCATION OFALL _NEW 5.00'�. AND WIRELESS ACCESS POINT.
UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NEW CURB �" "UTTFR �;, NEW CONC. 8 MOUNTING DETAILS TBD. TOTAL OF 3 y
NOT BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO R5.00 AND GUTTER NEW 2� ,45 0� c 20' POLE CCTV CA CABLES TO BE INSTALLED TO ^
DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND STRIPING ®��♦ 9' �ELF ONE CA T 6A BACK TO EACH BG'S SHEL TER NEW CONC. BASE
UNDERGROUND STRUCTURES. R5.00' 9I`Sl l NEAREST NEMA (TYP) AND LIGHT POLE o n
' l I + -o BY DUKE POWER `� �/
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM Ri5.00 + 11� 18 BU STOP VI- $ (TYP U
ALL UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE 1 S' ,,i' ♦ SH L TER v NEW ` BF-27 J
CODES AND REGULATIONS. O�gI -o PERIMETER MH-26
QQ PO T-EMERG NC ;°-� FENCING ADS BA YFIL TER (522 SERIES) rTl
�E CO NCDOT SM 840 52 TOP ELEV 2106.50
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED + �,� I B X-�OMM + + PRECAST MANHOLE (30"1 INV IN 2100.10
WITH THE INSTALLATION,INSPECTIONS,TESTING AND FINAL ACCEPTANCE �V` IQ E NE��/ NCDOT STD. 840.54 "
p�- t FRAME AND COl/ER (30) INV OUT 2098.43
OF ALL PROPOSED UTILITIES CONSTRUCTION. R5.00' + P , r STRIPING ROUND M
NEW CONC. BASE R5.00 r WEIR WALL IN THIS BOX F+�
8 � / " TOP ELEV 2106.90
'� . - STORM I�itk ) ES-28 O o
7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY ' ' 20' POLE CCTV CAMERA, R •` ( ) _ ` END OF PIPE
6 ♦ NEW CURB � 1 �� � =-_= 18" INV. IN 2101.14 r l
COMPANY ON THE ADDITION,REMOVAL AND/OR RELOCATION OF UTILITIES R5 00'2140 AND GUTTER ONE CAT 6A BACK TO R5 00' , / ! � ` STORAGE SEE (6") INV IN 2100.23 " U
AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO R5 1 I (30) INV OUT 2098.00
SHEETZ STORE_ RJ 0O 0, g NEAREST NEMA (TYP) SH-7 FOR DETAILS (30) INV OUT 21 `i ���,
+ + � I "�
8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE R20.0D+ j$'
- - - _ -_ f
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE
INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER a r,. I i_ j I NE
PERFORMED BY THE CONTRACTOR OR NOT + MH-23 ! �` r I I �$'b�'�r r� � j STRI NG ROP ® �5�♦ !�1
NCDOT STD. 840.52 �,. I4OrP� I%HfUN_ 1` `]_; p p01.� p1P�
9. AN ASBUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED PRECAST MANHOLE
BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION NEW ! �i. Gryy '� N�fSj, 6
T PERIMETER NCDOT STD. 840 54 E LE-A
_ c
OF THE PROJECT. 4fWq �B U
FENCING FRAME AND COVER - 1 1 CB-24
C L TOP ELEV 2119.00 CURB ~ �;' i' r,- \ �,,T � NCDOT STD. 840.02
10. UTILITY CONTACTS ARE LISTED ON THE TITLE SHEET(SHEET G1). O H F- - - 0 V W H E 0 N 0 H E O H EL (15) INV /N 2106.76 AND I ; , �� ` _ CONC. CATCH BASIN
W ~- W 01 BYPASS) INV. OUT 2101.42 GUTTER .' ! 1 tom_' ' '' DOUBLE INLET A w
11_ CONDUIT LOCATIONS TO SIGNS AND SITE LIGHT POLES TO BE LL
COORDINATED WITH SHEETZ. ' CONC. BASE, W W -� W (ISOLATOR ROW) INV OUT 2101.l4 1 �t 1 '` � ,1 J �` . TOP ELEV 2105.40 I
_ W � N
POLE CCTV CAMERA, W �n�� , ! ; l � INLET ELEV. 2104.90
12_ CONTRACTOR SHALL COORDINATE WITH SHEETZ ON TYPE AND SIZE OF CAT 6A BACK TO �? ~- W OH�� -� _ 1 J�'� ' r C 1 IJ QQ1�, INV. OUT 2101.90
THE GREASE TRAP. ALL SANITARY SEWER PIPE SHALL BE SDR-35 PVC REST NEMA (TYP) � � W QHE� 0 _ r ��7� ` �Q
UNLESS OTHERWISE NOTED. V W - HEM7
1 ,>
6' - 30" 0
13. CONTRACTOR SHALL COORDINATE WITH SHEETZ ON CONDUIT ROUTE W _ �Q ,��"��,� NFVpOL?PROPYLENE (PP)
TO STORE FROM THE TRANSFORMER AND/OR SERVICE UTILITY POLE FOR QV'O�� Fj� 20'DOUBLE-WALLED PIPE Q
TELEPHONE AND ELECTRICAL SERVICE. VIEW O�' ON[® 0.501
X
3h, CURB /
PERIMETER NE NEAREST NEMA (TYP)
14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS V= ENCING D AND H-25 -1
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. Q iL (� �IVEW CONC. BASE o CUTLER o
T �~ AND LIGHT POLE �/y NCDOT STD 840 52
f D RECAST MANHOLE w
,� � ��" RCP � - �-- � BY DUKE POWER
NCDOT STD. 840.54
18" RCP (TYP) FRAME AND COVER
TOP ELEV 2107.65
15" INV. IN 2101.60
24" RCp D �(B>PASS) INV. OUT 2101.42
(ISOLATOR ROW) INV. OUT 2101.14
LAYOUT NOTES.
•�,11"11 um
1. CONTRACTOR SHALL REFER TO THE SHEETZ TYPICAL PAVEMENT .�•���
ARCHITECTURAL PLANS FOR THE EXACT LOCA7701V OF U77LITY
ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT-
DOORS, EXIT RAMPS AND PORCHES
43527 a
2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB
OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE.
WEIR
P PLATE �P
3 CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS .3' SF-9.5A BITUMINOUS SURFACE COURSE �•r0ir..11111001
FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT D ETA1 L 8" AGGREGATE STONE BASE �/a?o/a�
MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS �
171 QQ �
4. ALL. NON---LANDSCAPED ISLANDS SHALL BE PAINTED WITH =2105.23 4 21040 PAVEMENT SECTION 'v TYPICAL'
STRIPES 4" WIDE, AT 45° AND 2 FEET O.C. 10 YR. . N.T.S Y m
5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED - 2103.76
OTHERWISE.
R.0.W PAVEMENT
6- CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE
PYLON SIGN WI TH SHEETZ. 0 2 YR.
2153.1 T
7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS 171 YR. 2102.90' 2" SF-9.5A BITUMINOUS SURFACE COURSE
CONS 7RUC77ON SET FOR OTHER PERTINENT INFORMA 77ON. =2102.90 0
8" 1- 19.08 INTERMEDIATE COURSE �;
z ~
o z
_ W U
8" 825.OB BASE COURSE C
Ld
1 .5"o PAVEMENT SECTION "R.O.W. HEAVY DUTY" ry U
TO N.T.S. LU
a
FILTERS 2100.1 0'
U
Z
CONCRETE PAVEMENT
Ld
o
_WEIR PLATE DETAIL BF - 27
I
FINISHED GRADE r`
a d a 6" FIBER REINFORCED CEMENT L
- --Know whan below, NO SCALE 1¢„ - CONCRETE PAVEMENT (4000) GRAPHIC SCALE sheet No.
CAW=
SUB. GRADE � 8"AGGREGATE STONE 30 0 15 30 60
you dig. CONCRETE SECTION 6 of 37
N.T.S. 5/22/24
- - al 81i_ c � ��T � gate:
1 inch = 30 ft.
I�w a�`�811. Inc. Scale: 1„ = 30'
Project No.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-1.dwg

LL'
s
PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
w
SUITE-B
110 EXCHANGE STREET
o DANVILLE, VA. 24541
w
w
w
PROPOSED LAYOUT PROPOSED ELEVATIONS: *INVERT ABOVE BASE OF CHAMBER
ITEON
174 STORMTECH MC-7200 CHAMBERS MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENTIUNPAVED): 2111.53 PART TYPE YOU DESCRIPTION NVER MAX FLOW UNDERDRAIN DETAIL MC-3500 TECHNICAL SPECIFICATION ,zl, N.C. LICENSE' # C-2577
8 STORMTECH MC-7200 END CAPS MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC): 2107. NTS V.A. LICENSE: # 0404-00 1 40 1
24"BOTTOM PARTIAL CUT END CAP,PART#:MC72001EPP24B I TYP OF ALL 24"BOTTOM NTS Z
12 T NE ABOVE(in) MINIMUM LL WAB E RADE(UNPAVED NO TRAFFIC): 2106.53 REFABRICATED END CAP A 2.26" STORMTECH STORMTECH
9 STONE BELOW(n MINIMU ALLOWABLE GRADE(TOP OF RIGID CONCRETE PAVEMENT): 21065 CONNECTIONS AND ISOLATOR PLUS ROWS VALLEY 86.0"(2134 mm) C7
16"BOTTOM PARTIAL CUT END CAP,PART#:MG720CIEPP18B I TYP OF ALL 18-BOTTOM CHAMBERS STORMTECH CHAMBER STIFFENING RIB CREST INSTALLED co40 STONE VOID INEMUM ALL WAE3LE GRADE(BASE OF FLEXIBLE PAVEMENT): 2106.53 PREFABRICATED END CAP B 1,97" CAP w
INSTALLED SYSTEM VOLUME( ) OP OF STONE: 2105.5 CONNECTIONS END W ❑
(PERIMETER STONE INCLUDED} OP OF MC-7200 CHAMBER: 2104 PREFABRICATED END CAP C 24'TOP PARTIAL CUT END CAP,PART#:MC72D01£Pp24T 1 TYP OF ALL 24"TOP CONNECTIONS 23.05' OUTLET MANIFOLD CREST WEB 1 w PHONE N O. (4341 792-3680
49796 (COVER STONE INCLUDED) 4"x 24"TOP MANIFOLD INVERT 2101.4 LAMP D INSTALL FLAMP ON 24"ACCESS PIPE I PART#.MCFLAMP(TYP 2 PLACES) STIFFENING RIB LOWER JOINT Q F` 4 1 0
(BASE STONE INCLUDED) 4'x 24"BOTTOM MANIFOLD INVERT: 2099.7 ANIFOLD E 24"x 24"BOTTOM MANIFOLD,ADS N-12 2.26" CORRUGATION V I0 FAX NO, (43 ) 792-3685
11572 YSTEM AREA(SF) 4"ISOLATOR ROW PLUS INVERT: 2099.72 MANIFOLD F 18"x 1 B"BOTTOM MANIFOLD,ADS N-12 1.97' _
689.3 YSTEM PERIMETER(fl) 24"ISOLATOR ROW PLUS INVERT 2099.72 MANIFOLD G 24"x 24"TOP MANIFOLD,ADS N-12 23.05"
18"x 18"BOTTOM MANIFOLD INVERT' 2099.69 CONCRETE STRUCTURE H OCS(DESIGN BY ENGINEER 1 PROVIDED BY OTHERS) 8.0 CFS OUT 1 O LL www.Jandeng.com
18"BOTTOM CONNECTION INVERT: 2099.59 CONCRETE STRUCTURE l (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 9.5 CFS IN FOUNDATION STONE 1.. p
BOTTOM OF MC-7200 CHAMBER: 2099.5 CONCRETE STRUCTURE BENEATH CHAMBERS }
UNDERDRAIN INVERT. 20915.78 WM�EIR J (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 28.5 CFS IN {— H
BOTTOM OF STONE: 2098.7 ��\ /\�,' / FOOT J
UNDERDRAIN K 6"ADS N-12 DUAL WALL PERFORATED HOPE UNDERDRAIN � /\
f i // / tG
ADS GEOSYNTHETICS 601T `f W ­')
NONWOVEN GEOTEXTILE SECTION A-A DUAL WALL UPPER JOINT CORRUGATION 0d
PERFORATED HOPE BUILD ROW IN THIS DIRECTION Lu
l
STORNITECH
CAP UNDERDRAIN I a
END CAP � 9D.0"(2286 mm) QACTUALLENGTH
u
B B 45.0" 45.0" 22.2" Q
(1143 mm) (1143 mmAL
(564 mm) Z = _-`
INSTALLED W
FOUNDATION STONE _ 0
A BENEATH CHAMBERS
Ill
77.0" I Y z
A ADS GEOSYNTHET[CS 6017 '\/ \//i\ /,\/�// (1955 mm) Itt (1905 mm) a W
304.34' NON-WOVEN GEOTEXTILE //// j f// w O
n�"J, /�� j�j\� NOMINAL CHAMBER SPECIFICATIONS w
01
2T -44' NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0" (1956 mm X 1143 mm X 2184 mm) U OfT
4"(100 mm)TYP FOR SC-310&SC-160LP SYSTEMS SECTION B-B CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m� H"CID
V
6"(150 mm)TYP FOR SC-740,S"00,DC-780,MC-3500,MC-4500&MC-7200 SYSTEMS MINIMUM INSTALLED STORAGE` 175.0 CUBIC FEET (4.96(W) z
f / �� WEIGHT 13411T5. (60.8 kg) r^
L/1
25.7" O
1 ; --- - -T — ——'---I -- t-------ll— ii }� i`— — —!— 4. ` NOMINAL END CAP SPECIFICATIONS (653mm) I- •
SIZE(W X H X INSTALLED LENGTH) 75.0'X 45.0"X 22.2" (1905 mm X 1143 mm X 564 mm)
END CAP STORAGE 14.9 CUBIC FEET (0.42 m') p }
F I MINIMUM INSTALLED STORAGE` 45.1 CUBIC FEET (1.28 m') v
B 1 WEIGHT 49Ibs. (22.21�q) a
c `ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION,G"SPACING BETWEEN Z
G D CHAMBERS,S"(152 mm)STONE PERIMETER 1N FRONT OF END CAPS AND TOTS STONE POROSITY
I A ❑ H K STUBS AT BOTTOM OF END GAP FOR PART NUMBERS ENDING WITH"B" U) _ +
[rIT•�I
—
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T
B
1 END CAPS WITH A WELDS❑CROWN PLATE END WITH"C" F=-
—�—'--'-""""'�'——'�—�-------'-------------------------^--y'- ----=------�"^^-"-�'� END CAPS WITHAPREFABRICATEDWELDEDSTUk36NpWfFH"W
'C PART# STUB B C -- w
U,
MC3500IEPP06T 33.21"(844 mm)
+ 6"(150 mm) It
t \V_ MC350CIEPP06B — 0.66"(t7 mm) < _
MC35001EPP08T 8"(200 mm) 31.16"(791 mm} I < Q
MC35001EPP08B 0.81"(21 mm) f n X:w` v MC35001EPP107 29.04"(738 mm) v�♦ W rTl
Q 10"{250 mm} rr C UJ
MC3500IEPP10B — 0.93"(24 mm) T
MC35001EPP12T 26.36"(670 mm)
MC35001EPP12B — _ Z_
`NT 12"(300 mm) -- T
1.35"(34 mm) (/-�) 0 MC35001EPP15T 23.39"(594 mm) - CUSTOM PRECORED INVERTS ARE �./ W
MC35001EPP156 1.50"(38 mm) AVAILABLE UPON REQUEST z
Z O` MC3500fEPP18TC INVENTORIED MANIFOLDS INCLUDE Ca
NOTES MC35001EPP18TW 20.03"(509 mm) 12-24"(300-600 mm)SIZE ON SIZE
w
IS"(450 mm) AND 15-48"(375-1200 mm)
ISOLATOR ROW PLUS 7­79WN1FOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE TECH NOTE#6.32 FOR MANIFOLD SIZING GUIDANCE- wa MC35001EPP18BC ❑
\(SEE DETAIL) DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SFTE AND DESIGN CONSTRAINTS,TI MAY BE NECESSARY TO CUTAND COUPLE ADDITIONAL PIPE TO (. ` - 1.77"(45 mm) ECCENTRIC MANIFOLDS.CUSTOM A i � w
STANDARD MANIFOLD MC35001EPPiBBW INVERT LOCATIONS ON THE MC-3500 ' V I_
COMPONENTS IN THE FIELD. M035001EPP24TC END CAP CUT IN THE FIELD ARE NOTLu
PUKE MINIMUM 17.50'OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING 14.48"(368 mm) -
THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARYAD;IL)ST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET MC35001EPP24TW RECOMMENDED FOR PIPE SIZES � � _
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION ATALL THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SFTE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY THE SITE DESIGN ENGINEER IS RESPONSIBLE 24"(600 mm} GREATER THAN 10"(250 mm).THE
CHAMBER INLET ROWS FOR DETERMINING MC35001EPP24BC 2.06"(52 mm) INVERT LOCATION IN COLUMN'B'
THE SUITABILITY OF THE SOILAND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS MC35001EPP246W � / 1
ARE THE HIGHEST POSSIBLE FOR INFORMATION IS MG35001EPP30BC 30"(750 mm) - 2.75"(70 mm) THE PIPE SIZE >
•-- --BED LIMITS PROVIDED. .
• NOT FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON NOTE:ALL DIMENSIONS ARE NOMINAL = �-' F
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INSPECTION&MAINTENANCE z 0
STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS EL
A. INSPECTION PORTS(IF PRESENT) w
A.I. Lu
REMOVEIOPEN LID ON NYLOPLAST INLINE DRAIN AASHTO MATERIAL s
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED MATERIAL LOCATION DESCRIPTION COMPACTION I DENSITY REQUIREMENT E-
A.3. USING AFLASHLIGHTAND STADIA ROD,MEASURE DEPTH OF SEDIMENTAND RECORD ON MAINTENANCE LOG CLASSIFICATIONS D
A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) - w
A.S. IF SEDIMENT IS AT,OR ABOVE,Y(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE TOP OF THE'C' PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED O
IN� B. ALL ISOLATOR PLUS ROWS LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIUROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS.
PAWr ..FLAWMCFLA ONza heoo.1nccEssPree ❑ NIA INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
��Mr*zAxW B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. w
COVEN PIPE CONNECTION TOENDCAPWRHAOS B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE LAYER PREPARATION REQUIREMENTS. w
GEOSYMETICS WIT NONWOVEN GEOTDMLE MC-3MD CHAMBER OPNONAL INSPECTION PORT Z
Pl MIRRORS ON POLES OR CAMERAS MAYBE USED TOAVOfD ACONFINED SPACE ENTRY l�s11##
STORMTECH HIGFlLYliEC01.O,EN03 i) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE AASHTO M145' ,� � +�
B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. GRANULAR WELL-GRADED SQILIAGGREGATE MIXTURES,�35%FINES OR A-1,A-2-4,A-3 BEGIN COMPACTIONS AFTER 24"(600 mm)OF MATERIAL OVER � �� \A
FLExsTORM INSERTS IN ANY OPEN
- , - INITIAL FILL:FILL MATERIAL FOR LAYER"C'STARTS FROM THE TOP OF THE w • i�
srnucTUREswfTHOFENORATEs �+, PROCESSED AGGREGATE. THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN �� /
STEP 2 CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS EMBEDMENT STONE('B'LAYER)TO 24"(600 mm)ABOVE THE TOP OF THE Z Z
3T ) C OR 12"(300 mm)MAX LIFTS TO MIN.95%PROCTOR DENSITY FOR {� w . O
A A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"{1.1 m}OR MORE!S PREFERRED CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C 2
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIALAND 95%RELATIVE DENSITY FOR � � � '+
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN LAYER. LAYER. AASHTO M43' E7 LLJ
PROCESSED AGGREGATE MATERIALS. w
C. VACUUM STRUCTURE SUMP AS REQUIRED 3,357,4,467,5,56,57,6,67,68,7,78,8,89,9,10
3 ❑ -
MC =END CAP -
� STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. Iw. a : D27
EMBEDMENT STONE.FILL SURROUNDING THE CHAMBERS FROM THE CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' O w '� O +
B NO COMPACTION REQUIRED. U 7
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. FOUNDATION STONE(W LAYER)TO THE'C'LAYER ABOVE, OR RECYCLED CONCRETES 3,357,4,467,5,56,57
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FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE SUBGEtAOE UP TO CLEAN,OR RECYCLED CpNCRETE70NE AASHT3,357 4 46�,5455,57 z3 lLU LL� O ,,'O 4� �-
NOTES A THE FOOT BOTTOM OF THE CHAMBER. s PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. 0 f � C1AM G �*+
SUINP DEFTH TBO Br --- - .° _ [�' ###Ellisssss
SITE DESIGN E7IGINEER Z In-
Izrlsoo""I MN RECOMMENOLTJ 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS O O ❑ ���u L�
sr cau,M,I norenccsss PlPe NrsulNEo usa OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. PLEASE NOTE:
FACTORY PRELOREDENOCAP ONE LAYEN OFAOSPLU51Zi WOVEN GEOIFXTli_E BETWEEN M Z
PARTi Mc_95pp-P24BC OR MC35MEPP24EW FOUNDATION STONEAND CNAMBLn - 1, THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY_THE STONE MUSTALSO BE CLEAN,CRUSHED,ANGULAR FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:'CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE'.
8.27asI 1 MINWIDEcOwnNUOusPAHWCwIFHO 8ER 2. CONDUCT JETTINGAND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY U Q
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR W LOCATION MATERIALS WHEN PLACEDAND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. w
MC-3500ISOLATOR ROW PLUS DETAIL 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDAR13 DESIGN LOAD CONDITIONS,AFI.AT SURFACE MAY BEA EVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR � E � IY Z
's COMPACTION REQUIREMENTS. A\ d} 00
4_ ONCE LAYER'C'IS PLACED,ANY SOILIMATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FENESHED GRADE MOST PAVEMENT SUBBASE SE SOILS CAN BE USED TO REPLACE THE MATERML REQUIREMENTS OF LAYER'C'OR VAT THE SITE DESIGN ENGINEER`S DISCRETION. � `'' w -
5_ WHERE RECYCLED CONCRETE AGGREGATEIS USED IN LAYERS A OR'B'THE MATERIAL SHOULD ALSO MEET THEACCEPTABILFTY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20"RECYCLED CONCRETE STRUCTURAL BACKFILL". �, � M � Y Y m
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ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND PAVEMENT LAYER{DESIGNED O C? co � [I]
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CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS BY SITE DESIGN ENGINEER) cc
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9QTTOM OF FLEXIBLE PAVEMENT FOR UNPAVED \\`. $' w V
Sff \s, /!. �.I\.�y�\ 7I�t R L�� � •f)� rl�. MSTALLATIONS YYHERE RUTTING FROM V€HICLE$MAY OCCUR.\ r3 18« ❑ O
PERIMETER STONE i�f!!I�.1/.-€I�!/il�lfli.!/11-=.le. 7/1r�lfll�r1.11�!/11 .i1 r/.11 fjll a/711�flll�/!! fh- -'rI1�J{!i /Il�/i - Ie+eN�As_rwogv Roza<tfimM) -.- {�r (2-4 m) (� — J
MC-SERIES END CAI INSERTION DETAIL {- o` �_- f-. f� .o ,- _ r;_ C o- y _ _ �- (450 mm')MIN' Q U
(SEE NOTE 4) - - - - - - MAX J N O 0-
NTS 12"(300 mm)MIN Cl w Q r _
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STORMTECH END CAP L� 1 Z O FF-- Z �
EXCAVATION WALL
"THIS CROSS SECTION DETAIL REPRESENTSLU(CAN BE SLOPED OR VERTICAL) i !I 46" MINIMUM REQUIREMENTS FOR INSTALLATION. Q w O LLJ U U
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12"(300 mm) (i140 mm) 2 2 (n :2 (/}
PLEASE SEE THE LAYOUT SHEET(S)FOR Q W
MIN SEPARATION �I II PROJECT SPECIFIC REQUIREMENTS. W O W O 0 0
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12"(300 mm)MIN INSERTION - I i ffl ! �4 Z W
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DEPTH OF STONE TO BE DETERMINED O
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6"(150 mm)MIN II BY SITE DESIGN ENGINEER 9"(230 mm)MIN UJ w Q
[- IEI�fII�IF�li�l -Ifli I B" III -II-I I- J 1- U
MANIFOLD STUB MC 3500 — 7T(i950 mm) 12"(300 mm)MIN (.Q I Q Q U
END CAP SUBGRADE SOILS (154 mm}MIN _ V Z
MANIFOLD HEADER I i (SEE NOTE 3) ❑ O
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NOTES: I W ¢ Q Ld
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,'STANQA4ETD SPECIFICATION FOR POLYPROPYLEME(PP)CORRUGATE3}'S AM STORMIPlF1TER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 45x76 0. ❑ N
DESIGNATION SS. IZ
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Gll�l ♦♦♦ I I MANIFOLD HEADER 2_ MC3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE VM ASTM FTTF87-STANDARD PRACTICE FOR STRUCTURAL DESIGN OF TI M?5lOPLA$TIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". W ❑ f` �
3_ THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARR'IG REiSISTANCE(A LOVIIABLE BEARING CAPACITY)OF TIME SURGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION H
co 0
MANIFOLD STUB FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. Q O
4, PERIMETER STONE MIDST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS_ 0 p Sheet No.
5. REQUIREMENTS FOR HANDLING AND INSTALLATION: z
TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS_
12"(PA ATI 12"(300 mm) . TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3".
MIN SEPARATION MIN INSERTION
TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FTIg'a.THE ASC IS DEFINED IN SECTION 6.2.8 OF �j 10
O 7 of J
ASTM F2418_AND H)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73`F 123"Cl CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW = It
NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL COLORS. H tl Date: 5/22/24
SHEET
FOR A PROPER FIT IN END CAP OPENING.
ScOle: NTS
1 / OF 1 Project No.
23--034—BO11\eng\dwg\
F—23034—P LAN—2—REV—2.d wg

EROSION AND SEDIMENT CONTROL MEASURES , ktz
LEGEND CONSTRUCTION SEQUENCE PHASE 1:
••• LIMITS OF DISTURBANCE NEW STABILIZATION TIMEFRAMES PROFESSIONALS, P.C.
I. OBTAIN SESC PERMIT THEN HOLD PRE-CONSTRUCTION MEETING.2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND PREFORM Site Area Description Stabilization Tmeframe Exceptions RIVER RUN EXECUTIVE OFFICES
6-06 CONTRUCTION ENTRANCE STREET CLEANING DAILY AS NECESSARY. p Perimeter dikes,swales.d1ches and slopes 7 days None SUITE-B
3_ CONTRACTOR IS TO INSTALL ALL SILT FENCE AND INLET High Quality Water(HQW)Zones 7 clays None 1 10 EXCHANGE STREET
6.10/6.11 TEMPORARY / PERMANENT SEEDING PROTECTION PER THIS SHEET. DANVILLE, VA. 24541
4. CONTRACTOR TO INSTALL TEMPORARY SKIMMER BASIN AS SHOWN Slopes steeper than 3.1 7 days If slopes are 10'or less in length and are not
■ ■■ ■ steeper than 2:1.14 days are allowed.
6.52 ON THIS SHEET PRIOR TO ANY OTHER DISTURBANCE BEING DONE.
■ ■ TEMP. BLOCK & GRAVEL INLET PROTECTION 5. STABILIZE TEMPORARY MEASURES. Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length.
■ ■■ ■ 6. ONCE THE BASIN IS IN AND ALL PHASE 1 EROSION CONTROL N.C. LICENSE: # C-2577
MEASURES ARE IN PLACE, THE CONTRACTOR CAN COMMENCE ra All other areas with slopes Clatter than 4 14 days None,except for perimeters and HQW zones V_A_ LICENSE: # 0404-00 1 40 1
6.41 OUTLET STABILIZATION STRUCTURE WITH THE DEMOLITION AND CLEARING OF THE TREES WITHIN THE
CLEARING LIMITS AS NEEDED FOR CONSTRUCTION.
s.s2 ��- SEDIMENT FENCE 7. BEGIN ROUGH GRADING. PHONE NO. 792-3680
8. INSTALL TEMPORARY DIVERSIONS AS GRADING PROCEED.. FAX NO. (434434)
) 792-3685
6.61 SKIMMER SEDIMENT BASIN 9. INSTALL TEMPORARY SEEDING AND MULCHING TO ALL DISTURBED
AREAS. www.landeng.com
6.60 ® TEMPORARY SEDIMENT TRAP 10. MAINTAIN EROSION CONTROL MEASURES.
6.32 TEMP. SLOPE DRAIN
6.20 -- �-��TD TEMPORARY DIVERSION
6.55 ROCK PIPE INLET PROTECTION
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DISTURBANCE SEDIMENT _ :_ `---�-� -_6 'Wx6.O,Lx .25'D. 1"\ _ - / 1 ` \1 ,�' `! \�,\�
9.65 ACRES FENCE f' -9 -_ __ _ " ��o. ss acR ° , _ STRUCTURE O
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1.3 SKIMMER REV2f02.00' x
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FAIRCL07N BRfWD SKIMMER POROUS BAFFLES 43527 0'
SEDIMENT DR4111d4GE AREA = 2.13 AC -� o
FENCE DISTURBED AREA = 2.13 AC y c!N10'-
WET S1UR4GE ® 2102.t)O
DRY STORAGE 0 21030Q
«� / ' i///// 6.62 f:0s SKIMMER SIZE 1.5' A �C?
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- �_-� - 10 TION PROTECTION OR
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YU '� '�'- z� �" 55 ENTRANCE SHEET FOR SKIMMER &GN EQUIVALENT r
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PROTECTION OR o
EQUIVALENT `� `� z
Sheet No.
GRAPHIC SCALE 8 of 37
80 0 40 80 160
Date: 5/22/24
{ IN FEET ) Scale: 1" = 80'
1 inch = 80 ft. Project No.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

PHASE PERMANENT SEEDING MIX TABLE
EROSION AND SEDIMENT CONTROL MEASURES REFERENCE NCOEQ TABLE 6.1 i.d ,
rr LEGEND NEW STABILIZATION TIMEFRAMES
1. MAINTAIN PHASE 1 EROSION& SEDIMENT PROTECTION MEASURES. PLANTING REGION MOUNTAINS PROFESSIONALS, P.C.
LIMITS OF DISTURBANCE 2. COMPLETE ROUGH GRADING. site Area Description Stabilization Timefrarne Exceptions 3
INSTALLATION SEASON SUMMER RIVER RUN EXECUTIVE OFFICES
3. PROCEED WITH INSTALLATION OF THE STORM DRAIN SYSTEM. ❑ Perimeter dikes,swages,d4ches and slopes 7 days None
6.06 CONTRUCTION ENTRANCE 4. INSTALL INLET PROTECTION ON STORM DRAIN AS REQUIRED. High Quality Water(NOW)Zones 7 days !Vane SEEDING SPECIES SELECTION CONSERVATION MIX SUITE-B
5. INSTALL OUTLET STABILIZATION ON STORM DRAIN AS REQUIRED. 1 10 EXCHANGE STREET
Q If slopes are 10'or less in length and are not SEEDING RATE 100.0 LBS/ACRE DANVILLF, VA. 24541
6.1 0/6.1] TEMPORARY / PERMANENT SEEDING 6. COMPLETE FINISH GRADING. � Slopes steeper than 3�1 7� steeper than 21,14 days are allowed.
PERMANENT SEEDING AREA 6.5 ACRES
In win U 7. INSTALL UTILITY SERVICE LINES. © Slopes 3:1 or flatter 14 days 7 days for stapes greater than 50'in length.
6.52 TEMP. BLOCK & GRAVEL INLET PROTECTION
8. INSTALL CURB AND GUTTER. TOTAL SEEDING 650 Les
.. ; 9. INSTALL STONE BASE COURSE IN AREAS TO RECEIVE PAVING. AN other areas wdh slopes flatter than 4--t 14days None,except for perimeters and HQWZones SUMMARY 650 LBS OF CONSERVATION MIX N.C. LI[ENSE: # C2577
10. INSTALL ALL PAVING. VA. LICENSE: # 0404-00 1 40 1
6.41 OUTLET STABILIZATION STRUCTURE 11. INSTALL LANDSCAPING PER LANDSCAPING PLAN. NOTE: CONSERVATION MIX (ERNMX-114) CONSISTS
12. SPREAD TOPSOIL ON AREAS TO RECEIVE PERMANENT SEEDING.TOPSOIL SHALL BE SPREAD AT OF 30% CREEPING RED FESCUE, 25% KENTUCKY
6.62 SEDIMENT FENCE RATE OF 500 CY PER ACRE, TOTAL OF ABOUT 1000 CY. BLUEGRASS (SELWAY), 25% KENTUCKY
BLUEGRASS (APPALACHIAN), 10% ANNUAL PHONE NO.�434) 792-3680
13. INSTALL PERMANENT SEEDING.WHERE NOTED,PERMANENT SEEDING MAY NEED TO BE RYEGRASS, 9% PERENNIAL RYEGRASS, AND 1.0%
6.61 SKIMMER SEDIMENT BASIN INSTALLED VIA HYDROSEEDING.PERMANENT SEEDING SHALL BE A CONSERVATION MIX GERMAN MILLET FAX NO. 43 792-3685
CONSISTING OF CREEDING RED FESCUE,KENTUCKY BLUEGRASS,ANNUAL RYEGRASS, MULCHING (STRAW) 1 TON/ACRE www.landeng.com
6.60 ® TEMPORARY SEDIMENT TRAP PERENNIAL RYEGRASS, (SPECIFIC MIX ITEM#ERNMX-114)ATA RATE OF 100 LBS PER ACRE,
TOTAL 6.5 TONS
TOTAL OF 200 LBS.
14. IMMEDIATELY AFTER PERMANENT SEEDING,MULCH(STRAW) SEEDED AREAS AT A MINIMUM OF
s.32 TEMP. SLOPE DRAIN 80%COVERAGE. IDEALLY,MULCH SHOULD BE APPLIED TO ALL SEEDED AREAS. GROUND LIMESTONE 75 LBS/1000 SF
15. IF SOIL TEST IS NOT PERFORMED, INSTALL GROUND LIMESTONE AT A RATE OF 75 LBS PER 1000 TOTAL 21125 LBS
6.20 _TD-= TEMPORARY DIVERSION SF, TOTAL OF 6500 LBS.
h1r2%L 16. INSTALL 5-10-10 FERTILIZER TO SEEDED AREAS AT A RATE OF 40 LBS PER ACRE, TOTAL OF 80 LBS. FERTILIZER SELECTION 5-10--10
6-55 I ROCK PIPE INLET PROTECTION 17. REMOVE TEMPORARY DIVERSIONS WHEN UPSTREAM AREAS ARE STABILIZED AND STABILIZE o
AREAS WITH PERMANENT SEEDING. FERTILIZER RATE 40 LBS/ACRE
18. REMOVE SEDIMENT FROM SEDIMENT BASIN.CONSULT WITH BUNCOMBE COUNTY SITE TOTAL 260 LBS
DEVELOPMENT PRIOR TO REMOVAL OF SEDIMENT BASIN. rT�
19. REMOVE ALL REMAINING EROSION& SEDIMENT PROTECTION MEASURES WHEN DISTURBED w
AREAS ARE STABILIZED.
20. STABILIZE ALL AREAS WHERE EROSION& SEDIMENT PROTECTION MEASURES WERE REMOVED.
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Sheet No.
GRAPHIC SCALE
of
37
80 0 40 80 160
Date: 5/22/24
( IN FEET ) Scale: 1" - 80'
1. inch = 80 tt.. Project No.
23-034-8011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

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\ L - - � _ _ -$ r
_ ~ - - GRADING NOTES:
`♦ \♦ ft1 \ � � r.34-- 1 `_ == - � - -= - - - - - -�; _- - - - - - - 212�- -_ - - -O^-=O--Q�O ���� � 0_ _ _ _ - - � ~� \ { �1 � f - f _ - v ����4 f _ _ - -
\ t 1 1 L- - _-_ -_- _ -�= - - - - - f - _ -� o-e - - -� _- 1. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH PROFESSIONALS P.C.
♦ \ 4 \ �-E�39-C� - ���_Q��-=9=��=-�=�=� =effigy Q � - -- - O-0- �= _ - 2s31- - - - - - - - - - - - - - _ _ _ _ - _ _ _ � 1 1 ' \ \ \ \ \5 � � = f �
r '
I \ �1 -- _ _ - - - - - - - - - - - - - - - - - - - - _ _ - APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS,
\ \ \ 1 ♦ - 3 - - - - - - - - -- _ _ - - _ - _ \ �\ \ 1 \ 1 \ r \@ - -= -- --_- �- RIVER RUN EXECUTIVE OFFICES
� z � _ _ _ _ _ _ _ _ _ _ _ _ _ r4- - - �� - - - - a \ \ - - = AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING
�142 - - - - - -_- - _- _ _ _ �_�'r- � - 1 \ \ \ \ \ \ \ \ I �_ ` THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW SUITE-B
.� \ \ \ \ t t \ ♦ \ `♦ ,_ _ _ �� _ _ 1 - - _ ' ` - \ ` 91-54), FEDERAL REGISTER, CHAPTER XVN, PART 1926 OF I 10 EXCHANGE STREET
\ \ \ ♦ \ ` _ .= ��- -1 `z/ ` 1 1 1 \ \ \ TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH �ANVI) LE, VA. Z454 i
I REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT
I \ I f _ , , I _ Ti, 1 PUBLICATIONS UPDATING THESE REGULATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING
\ \ \ ♦♦ �/`// I \ 11 1 1 1 1 , - - _ _ - \ - _ ` _ THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS N.C. LICENSE: # C-2577
TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID- V/I< LICENSE: # 0404-00 40
SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE
♦\ \ 4 l 1 1 1 I2142
2143 CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
Ne CONDITIONS AND CONSTRAINTS OF THE SITE.
/ / _ \ \ _ 3. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL PHONE NO- [phone]
A RA uRA / 1 ! / / - \ \ \ , BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. FAX NO- [phone]
_ SAPLIN / J t f / / / / \ \ \ _ _ _ , _ \ \\ \ THE CONTRACTOR SHALL NOTIFY THE ONE CALL UTILITY
_ SERVICE NUMBER FOR THIS AREA. THE LOCATION OF ALL
UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE www.l-indeng.com
I /' _ \ AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF
New CONE BAS& I ! t ( I l I ` I ` ` -, ` THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT
20'POLE CCTV CAMERA, , ! 1 ! I 1 1 / ` 1 I ' / _ `1 I ` _ `` _ ` - ` LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
DYE CAT SA BACK TO / I I ' f \ i ` - :2132.13 -
AEARESTNEVA (TYP) f f 1 l I 1 1 / I J / 174 CONTACT AIRPORT FOR PRIVATE LOCATIONS.
2142-W2f1T-9 ! fL 214a ti ( 1 t ` T 21.3205
\ \
/J I // I �a I II i lI / I f ' , ♦ i 1 \ _ ` _ _' \ ` 4. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE
1 , _ . _ \ ` FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL
` 47.41 ', I I I! ! ! �1 / I' f ITC , ♦ ♦ \ I \ 1 _ ` BE STRIPPED AND REMOVED UNLESS NOTED OTHERWISE.
NEW CONSTRUCTION
R 214%91 / J 2140 ` ` O E.
S�oT ' ' ♦ \ \ \ ♦ ` _ _ �� \ \ 5. ALL SLOPES SHALL BE 3:1 (HORIZONTAL:VERTICAL) u
STOP sl - _ rl lrtt�s / J f I ! r 1 #r / \ _ _ p MAXIMUM UNLESS NOTED OTHERWISE.
T , / ,, 1 I 1 f 1 Il 1 // / // ` ♦ \\ \\ ` \ 1 ��� \ - f�r �\ ` ` 6. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST
f f I /ti �^� I I / _ ` ♦ \ ♦ \ \ IF - BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE
o / / / ' - ♦ \ \ \ 1 ` `` \ OWNER UPON COMPLETION OF THE PROJECT.
s ER C C /� /' �/ �f ,/ / I / / , � II // /� - ` `♦ \ ♦\ \ `\ \ 1 `` F'2IM� \ ` _ \ 7. ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED, fi
TOP G STATION WTH CAMERA HREE ' / / / / / / / ,� / J \ `� ♦ `♦ `♦ `\ \ 1 _ - (MULCHED, SODDED OR LANDSCAPED UNLESS OTHERWISE
CAN CABLES BACK TO / / , t , / I / / , Zr / f ♦ \ I a
rA/e JVEAREST NENA ENCLOSURE 1 214 1 ' / / / J s , a° r�tao / / ` ♦ ` \ \ \ - \ - 4 NOTED IN THE CONSTRUCTION DRAWINGS, SITE
yC SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
r r /' ,' / / /f // // / // / /' ,' / / \ ♦\ \ \ ` Q - - ' ` - _ 8. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL r/�
t / f / / , \ \ \ - _ - -_- - _ _ �� - - REPORT PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. V1
R2 D0 cuTTD; , 9. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN r
R3.O1? - ' , , / / \ \ ` \ l _ ~ P- A _ - - - - ^ - - THIS CONSTRUCTION SET FOR OTHER PERTINENT N v FBI
INFORMATION.
-Ali7 / I _ -� f;`�� �csfIMP-FO- -� I 10_ FILL MATERIAL SHALL BE FROM AN APPROVED SITE, A v`
- - W LETTER MAY BE REQUIRED BY THE COUNTY OR DENR. E&S
��1 1�W f� W INSPECTOR STATING PROPER E&S MEASURES ARE BEING
USED AT THAT LOCATION.
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/ Project No.
23-034-8011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

GRADING NOTES: PROFESSIONALS, P.C.
0 =0 - O - U V=s�=�'-��' -`_ - _ _ '� r f-�- _ - - - - ` _ _ _ --Z � ��_` r - - - - -_l r r-- — `\ - fr r ti 1. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH RIVER RUN EXECUTIVE OFFICES
p_ _ - - - - - /_ — - - - - - _ _ .
- - - - _2 - _`-mod _ - - _ - - - - - - - _ - - - — — - - - _ 2tos 1 l ♦ r� 1 APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS,
- - - - �1� - �- = - - - - - - - -=�` - _ - - - � ~ - _--�— _ _ '_ .` - - 2�es- - - - - - - � ��_ 0 y SUITE-B
36" RCP _ 2f&S � ~ - - - � - - - ` r �� AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING
- ~~ - - ~ - - _ - - - - �- r ! "` - - ` - � - - - - - - - - - - - - ` ` '! ' \ THE FEDERAL CONSTRUCTION SAFETY ACT PUBLIC LAW 1 10 EXCHANGE STREET
- - - - ` ~r 1-1 -I - - -- - _ - --- - --—= - - - _,i `-- _ _ = , _ _ _ _ - f��, r - - �1 = , - -2% - \♦ ♦ ♦ / 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF DANVILLE, VA_ 24541
�\ r r - / \ - - _ _ j c�` _ - ♦ ♦ _ v �� `♦ TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH
\ - - - - __—_ _ - \ !~ __- _ - ' ^�' -I �'Qti �� - � � y ; /T ♦ REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT
` �" f' : ar�JL i / / �/ 1 PUBLICATIONS UPDATING THESE REGULATIONS.
�\ � ` �� ' ♦\ 211 \- - - - -- -2ft �
_ f f `♦♦ �♦ _ � - I�\ / `r / / I �/ t �� 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING N.C. LICENSE: # C-2577
f f ff �~ I �♦� r OJ I /� \ III ��� i - - r `♦ THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS VA_ LICENSE: # 0404-00 1 40 1
�r \ N 1 T� 1 -� I r TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID.
~ `` \ \ ♦` -- - - f I�r // `� \ I� r r SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE
\ ♦��\ \\r`� = 1 I ��1`i ♦ \ r ► / r !\ ` CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE.
PHONE NO. [phone]
_ �� ♦ \ ♦, ���\ \\� \ - - I I i k `♦ _ ,f _ ` , f , 1. // !, ! 3. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL FAX NO. (43 ) 792-3685
♦ ��\ �� ♦ _ I _ _ _ , ! BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES.
_ ` \ ♦ �` \\ 1 I I I _ _ 0oa- - - - _ _ - _ - 1: 4 THE CONTRACTOR SHALL NOTIFY THE ONE CALL UTILITY
- - _ _ _- wwln/_landen com
21�2- - - - _- ` _ _ � - � 4 i ` I SERVICE NUMBER FOR THIS AREA. THE LOCATION OF ALL g-
s \ \ r ` \\! , r \♦ 1 _ i 1 ! 1 1 _ - _ _ ��p� - - - _ _ _ �� 1 UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE
1 - r ! AND MAY NOT ALL BE SHOWN, IT IS THE RESPONSIBILITY OF
`` _ _ Y �� 4 THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT
400
\ rr `� r rr\`\ _ - - -_�_;��♦ `\ ! U - , , - / 1 =� r LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
` 2f2316 1 ♦\ �\ CONTACT AIRPORT FOR PRIVATE LOCATIONS.
fs , ` ` \ - -_ — — r`\\\r``\ / NOTE.• THERE ARE NO WETLANDS L OCA T ED IN THE DISTURBED AREA f
AS DETERMINED BY CLEMENT RIDDLE OF ENVIROSCIENCE INC. ' l
\ r \\\ \ Rj 4. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE
\\ \ rr \ r\ \r\)� THIS ITEM IS REQUIRED PER 15A NCAC 02H .1042(2�(c�(III) / - FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL O
BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION
\ _ �. \ \ r\\r,,/ !�- - - - �& SECTION VI, 8M OF THE APPLICA TION. AREAS UNLESS NOTED OTHERWISE. 1
_ _ 5. ALL SLOPES SHALL BE 3.1 (HORIZONTAL-VERTICAL)
\ ` \ I r 1 ` `f_ ^` - MAXIMUM UNLESS NOTED OTHERWISE. r�l
� � � �� � � � ♦� \ r � ` _ � _ - - - � � � _� jr � FLU
6. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST
�` ♦ ♦ \ ,` �� = ____ _ _ _- _ y BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE
n \ 1 1 \ ♦ \ 1 \ '� ! i 7 - _ - `= - _- ' _ - ' r�_ - / I OWNER UPON COMPLETION OF THE PROJECT.
c 0 \ ` ♦ ♦ ♦ `♦ \ 1 \ �1 , . ' ' ~� `�� ` ' - _ ~ - ! , 7. ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED, �+
- �`♦ `♦ ♦ ♦ ` ♦ ♦ 1 - -� - ♦ , �� - - ` _ _ �- _ - r r ' ! MULCHED, SODDED OR LANDSCAPED UNLESS OTHERWISE Q O
♦ \� ♦ ♦ ` ♦ ♦ ` T !'` , ` / ��l NOTED IN THE CONSTRUCTION DRAWINGS, SITE U
♦` ♦♦ \ `♦ ♦ 1 ♦♦ ♦` \ 1 I r }' - , I _f ' \ `1\ \ \�\ i l SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
` `` , ♦ \♦ `♦ \ ♦ \ `` ` y1 \� r� 4 f FI 1 _ i r \ \ 1 \ ' 1� 8. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL
` ` ` ♦ ♦ ` r r r \ 3 �� _ _ ` 1 ♦ REPORT PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. '
`� ♦ ♦ ! ` _ �. 1 1 ti 9. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN N
THIS CONSTRUCTION SET FOR OTHER PERTINENT
L r ♦ r r \ 1 ' ~ g, INFORMATION. r�
10. FILL MATERIAL. SHALL BE FROM AN APPROVED SITE, A
LETTER MAY BE REQUIRED BY THE COUNTY OR DENR. E&S
- - _ _ - - - - - - - - - - - - - - - - - - - _ I \ \ 1 ♦ I 1 INSPECTOR STATING PROPER E&S MEASURES ARE BEING
- - _ - - - - - - — —_ —_ USED AT THAT LOCATION.
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Date: 4/29/24
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Scale: 1" - 60'
Project No.
23-034-B011\erg\dwg\
F-23034-PLAN-2-REV-2.dwg

PLANT LIST �
KEY CITY BOTANICAL NAME COMMON NAME ROOT CAL SIZE HT SPACING REMARKS PROFESSIONALS, P.C.
TREE SHRUB RIVER RUN EXECUTIVE OFFICES
SUITE-B
QP 12 QUERCUS PHELLOS WILLOW OAK B & B 2' 8' HT 8' O.C. MATCHED BS 8 BUXUS SEMPERVIRENS DUTCH BOX 3 GAL 24' MIN 3' - 4' O.C. �� 1 10 EXCHANGE STREET
MIN MULT-STEM 'SUFFRUCTICOSA' DWARF
0 - o, � DANVILLE, VA. 24541
CK 6 CORNUS KOUSA JAPANESE B & B 2" 8' HT 8' O_C. MATCHED DN 12 DEUTZIA GRACILIS NIKKO DEUTZIA 3 GAL 24' MIN 4' O.C. O 1?
DOGWOOD MIN MULT-STEM NIKKO
O \
TH 28 THUJA OCCIDENTALIS EMERALD 2^ 6' CD 12 CHAMAECYPARIS HINOKI CYPRESS 3 GAL 24' MIN 3' - 4' O.C. 0 - 0 -
\ N.C. LICENSE: # C-2577
'SMARGD' ARBORVITAE MIN PF DWARF o " ° - � V.A. LICENSE: # 0404--00 i 401
CL 13 CLETHRA HUMMINGBIRD 3 GAL 24' MIN 4' - 6' O.C. 0 - 0 - 0 -
- O - \
TC 7 TSUGA CAROLINIANA CAROLINA 2' 6' HT p - \
HEMLOCK MIN Si 18 SPIRAEA JAPONICA BUMALDA SPIREA 3 GAL 24' MIN 3' - 5' O.C. 0 - ° ' PHONE O. [
'BUMALDA' - p _ o - ° - ` _ FAX NO. 4J 79�Z g�680
TOTAL OF 3$ TREES JN 24 JASMINUM NUDIFLORUM WINTER JASMINE 3 GAL 24' MIN 3' O.C. O
- - - - TOTAL OF 87 SHRUBS p " o " ° - o
(£SOdN)Hl� �. fl' Www.l�ndeng.com
_ -_. .
SODDING MULCHING - ° -.
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i ( '` I me.1- REMOVE ONLY BROKEN
" # '�C° ' " 1 OR DAMAGED TREE
uE S , t.rrrrrrirr PARTS. SHOULD
WILTING BECOME A ,'��t •
J O' O — X3 — X r „1sr" PROBLEM, UP TO 50% Z'�
4za7,ne
,,,,-'" . OF THE LEAVES MAY
J' F �x�Q ��t �"°" E PICKED(PLUCKED _
FROM THE TREE - C
4 527 0
s $
OF THE TRUNK_ TIE SECURELY
START TREE WRAP AT THE BASE F
_« 7 11 FROM THE TOP TO THE BOTTOM �j
4i p P �� \ AT 2' INTERVALS WITH BURLAP �i,� LIgM is
TWINE_ �sr r/rrntt
�O� 0)2 x 2 STAKE a
3/4 NYLON STRAP 48" MIN.
1F �E ___MOOED ABOVE GRADE
Ali
.sr�rc HI VON 61&q ON TOP OF ROOT BALL 2" ABOVE
m (�Sab'N) FINISH GRADE OR AS DIRECTED Y r
O�k 487 TOTAL SPACES BY LANDSCAPE ARCHITECT. � m
A1�P 3 MULCH REMOVE WIRE, BURLAP AND TWINE
(94 EXISTING SPACES TO
r fi" EARTH FROM TOP 1/2 OF ROOT BALL.
F w �r SAUCER
1V� s; FINISH GRADE Cn
t P� REMAIN + 177 SPACES TO BE
II II— II 11- EXISTING SOIL REPLACED FROM SHEETZ €. �
2 x 2 STAKE w
III I O
MIN. 11 SOIL BACKFILL TO BE
DEVELOPMENT + 216 BAND BELOW GRADE II SAME AS THE SOIL THAT U �
T RY Al N O
�,oirzr�Ta _ _ _ THE TREE IS TO GROW IN. � �
!NV OU� 37T pJ7.a0 NEW SPACES) I I— —
Z D
MAKE HOLE 1' WIDER ON O :5;1' ROOT BALL. 1 _' ALL SIDES THAN ROOT �
Ld
BALL DIAMETER 0 LLI
TOP OF ROOT
BALL AT FINISH I--
GRADE HIGHER, TREE PLANTING n
AS DIRECTED BY
LANDSCAPE ARCHITECT. „ z Z
3" MULCH REMOVE BURLAP AND TREES 2-1 /2" CAL OR GREATER.
TWINE FROM TOP 1/3 NO SCALE
4" EARTH OF ROOT BALL. -4-
SAUCER REMOVE CONTAINER N N
& SCARIFY ROOTBALL.
FINISH NOTE. _ C14 Q
GRAPHIC SCALE GRADE � � � �3���� ; 1. STAKE TREE ONLY IF WIRE BASKET IS REMOVED AT PLANTING OR ROOT BALL IS TOO LIGHT I 1 Q
WEIGHT TO HOLD TREE FIRMLY IN SOIL_ DO NOT USE RUBBER HOSE AND ROPE OR WIRE FOR 00
60 0 30 60 120 — III 1111 STAKING. o
2. ALL TREES ARE TO BE NURSERY GROWN AND LOCALLY ADAPTED, BALL AND BURLAP (B&B) r cV z
_ —1111—# 1 I-11 I I-1111—I11 I11 I —I 1 —� 11 PREFERRED (CONTAINER TREES THAT MEET HT AND SPREAD REQUIREMENTS ARE ALLOWED WITH
SOIL BACKFILL APPROVAL OF LANDSCAPE ARCHITECT. Sheet NO.
ADD 4" OF SOIL CONDITIONER 3. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING, WIRE OR TWINE FROM
IN FEET OVER ENTIRE PLANT BED. TILL IN ROOTBALL.
1 inch = 60 ft. TO A DEPTH OF 18"_ 12" MIN. 4. FOR CONTAINER GROWN TREES, CAREFULLY REMOVE THE PLANT FROM THE CONTAINER AND CUT 12 Of J
TYP_ ANY MATTED OR CIRCLING ROOTS,
5. WATER TREE AFTER PLANTING. FOR MULCH, USE PINE NEEDLES 4 INCHES DEEP (IN
LANDSCAPE - 15 FEET AWAY FROM BUILDINGS) OR SEASONED MULCH 4 INCHES DEEP (WITHIN 15
FEET OF BUIINGS).
TYPICAL SHRUB PLANTING IN V BED 6. TR EALL WR P IS REQUIRED ONLY WHERE SUN SCALD WILL OCCUR AT TREE TRUNK OR AS Date: 4/29/24
NO SCALE DIRECTED BY LANDSCAPE ARCHITECT..
Scale: 1" = 60'
Project No.
23-034—B011\eng\dwg\
F-23034—PLAN-2--REV-2.dwg

In + I - /" / _ / / �' ' '� I I � � �_ '==$ -
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- -ENO flli I \ \ \ 7 I - -� ---- _ �2�6$� / J 4 _ =_ - - I HIGHWAY MONUMENT FOUND PROFESSIONALS P.C.
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I I < r �4 EXISTING SPACES '~ `� I + I I ' I r r �r '' rnry - `- �' - - \�1 _ �'t ®' BCDG. REM04/AL RELOCATION WITH AIRPORT AND AT & T.
f;r I.. ¢� — T + I I I I , , r our=2132.r9— — = — .., _ _ c� GUTTER THE LEN
x REMOVED / = :, - r I J Ifi G"! I �_ _ - �' OF LANE J. IDENTIFY AND PRESERVE AIRPORT DUCT/DATA
JI r I-- �' r I I I'I { I I III + ����r _f= - - - �-- ` REMOVE ASPHALT do �` \ A PER 25 ' +/- ® ASPHALT OR GRAVEL CONNECTION TO CELL PHONE LOT. THIS MAY BE TIED
_ _ CONC. CURB \ \ REMOVAL & CONC, CURB TO ELECTRICAL SERVICE NEAR NORTHERN BUS
1 _ 4 \ \ME
SHELTER. -��a+�u��r,r
BOLLARDS AT
IQ �� ' s` =��, _ +�f-, �i � P �u'] /`�� — } III } I _ =_� —�� � _ J \ * �.
_ _ _ EXISTING ENTRANCE \ CONC. REMOVAL 4. AIRPORT SIGNAGE TO BE AWNTAINED. .OK� ' / / 11 rl _�_ `1 �` � JBOX _ f' \CLOSE ENTRANCE \ �`�Q \N
TRAFFIC *.j> - OFF lyTrl NEW CURB\\ o �'� 1 ��'•,
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NFGOAA710YY5 7"O BE _ i _
ACQUIRED BY Ili FOR r N - J z X
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INV OUT=2137.00 o
cn W - �� p 5Sx' GENERAL EMOL.i NOTES: Z
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND 0- EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS DEMO TURNING LANE EXTENSION
STATE PERMITS REQUIRED FOR DEMOLITION WORK- OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF � � C) U
\ \ 5 5 X DEMOLITION ACTMTIES. REFER TO E&S PLAN FOR DETAILS. � L�JJ
2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE W O W
10. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL
OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR O
BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.
DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS
1 — THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND MATERIALS ARE ENCOUNTERED. Li O
SPECIFICA110N5.
11. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, NOTES:
what's- below,
� 3- EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL PROPERTY CORNERS, AND BENCHMARKS DURING DEMOLITION Z Z
Know AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS 1 ALL DEMOLITION SHALL COMPLY WITH LOCAL, STATE, AND
ELECTRICAL AND MISCELLANEOUS STRUCTURES. IT IS THE RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE FEDERAL REQUIREMENTS CONCERNING REMOVAL, TESTING,
Call
! RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE OWNER. HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS AND SOLID W
MOM YOU FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE WASTE. N
DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED 12. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND I 1—
DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 2 CONTRACTOR SHALL FIELD LOCATE ALL SERVICES UTILITIES I Q Q
� �# SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. UTILITIES. PRIOR TO DEMOLITION, AND COORDINATE WITH UTILITY COMPANIES N 0
i- FOR PROPER DISCONNECTION OF SERVICES. 1 1
�� 4. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE 13. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL
LIMITS OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED MEASURES IN ACCORDANCE WITH THE LATEST NCDOT STANDARDS, AND 3- A DEMOLITION PERMIT FROM BUILDING INSPECTIONS IS REQUIRED
- - OTHERWISE WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG FOR ALL STRUCTURES TO BE REMOVED AND DISPOSED OF.
AND/OR PROJECT SPECIFICATIONS. THIS INCLUDES FOUNDATION STREETS, ROADS, HIGHWAYS, ETC_ IT SHALL BE THE CONTRACTOR'S
SLABS, WALLS, AND FOOTINGS. RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH LOCAL Sheet No.
5. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND
r LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC
LINE SE4p1NG 01a T ANCE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE CONTROL MEASURES.
L 1 /V O4r 39.5 r0" E !'g.g 9' APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND GRAPHIC SCALE
14_ STATE CODES AND PERMIT REQUIREMENTS. 14. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT of J
L2 4' Ei:6'L�`: 23 E 2, ..fit' STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION ACTIVITIES. 30 0 15 30 60
6- ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR
ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY 15. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS Date= 5/22/24
CUt?V` DELTA ANGLE RADIUSARC ,_ENGTH CHORD BEARING Ct 10RD LENGTH COMPANY. CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION-
G1 60'35'1 47.54' 50,2/' 5 .58'04742' E 4/7,96� 7. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE Scale- 1" = 30'
r Ir ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM CO DUST CONTROL SHOULD BE REQUIRED AT ALL TIMES DURING ( W FEET
C 1 i O '5 7 '•Sg 4 73.2 3 N 09'42�O 1 IN 4 7 7.48 THE LOCAL AUTHORITIES INCLUDING AIRPORT- CONSTRUCTION- 1 inch = 30 ft. Project No.
v3 i 1' 2'4�" 1996.287T ?r;cs. i0 N 1�`26'i0" � 4J. . i 23-034--BOl1\eng\dwg\
8. UTILITY CONTACTS ARE LISTED ON THE COVER SHEET. F-23034-PLAN-2-REV-2.dwg

WCSE-RE LLC.
0'- R10-7 / DB 3928 PG 87
w;
DO NOT PLA T SLIDE 1287 PROFESSIONALS, P.C.
BLOCK ��+ RIVER RUN EXECUTIVE OFFICES
INTERSECTION
Z PIN 9643-72-3740 SUITE-B
AIRPORT PARK ROAD
a Z = NORTH_ CAROLINA DEPARTMENT OF TRANSPORTATION !/ S ] I 0 EXCHANGE STREET
4 \ U p rj��IY 4 DB 1571 PG 432 SL 1287 / -
� � � z � � DANVILLE, VA. 24541
GAS GAS S
o GAS GAS - -J ;F / + C-)
b an z � NC DOT TYPE WATER VAULT N_C LICENSE: # C-2577
ti b -<v, n�1�-�; 53 1 HC RAMP _. ' V.A. LICENSE: # 0404-00 1 40 1
z c� 1 WIDE STRIPING W/ w
a o NC DOT TYPE 6" CROSS STRIPING x - R/W D4� -
1 p m x _ 1 HC RAMP - 4
�. x X i PHONE NO. 434) 792-3680
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5
JB ` SHEETZ C7 Z Q - s -- �s O. _ �a - •-- - -!•-jl *! iC ks EXTERIOR SITE CONCRETE �Tl
STANDARD CURB R J e ! ' STRENGTH 4000 PSI (PER ACI 31$)
- - - - - E STOP SEE DETAIL _ _ R MIN. CEMENT FACTOR 588# (6.25 BAGS)
�� BOLLARD/ C.Q - C.O MAX. w/c 0.45
N �1 ► AM CHINE �� sPEDESTAL ! "SHEET � M s sENTRAINED
N Qy VENT PAD C.O. ' �' + T�S R5 0' SLUMP AIR 4'5 MAX. UNLESS HRWR OR MID
LOCATION I n r ELECTRICAL 7.5q
p � RANGE WR; THEN 6" --- 8" p o
A. 4 1 I AUTO DIESEL I C C7 SERVICE
UMP-GAS t I I Z = 4'X6' CLEAR WATER REDUCER NORMAL TYPE A T ` V
ROUTE Il �Q �.�.. .�;,, 1 ` RETARDER NORMAL TYPE D As NEEDED v
_ R.i 00' ! �; NEW SHEETZ STORE AREA FOR r `� TEMPERATURE (REQUIRED IF CONCRETE
s SIGN 1 y I c� �° 4n X 4" R5 ' --1 ,:• LADDER EXCEEDS s5 F)
cn t �� ■ BUMPER POST , � 6879 SQ. FT. IVENU CONCRETE TEMPERATURE 59 - 90l F
20 �- - I - TYP. (BRONZE} A' 0 `R`- - OARD ACCELERATOR NON CHLORIDE "TYPE ONLY
- a F • C E_STOP PROPANE TANK STORAGE CAGE N
I 4 CONCRETE PAD THE USE OF CALCIUM CHLORIDE IS PROHIBITED!!
1 L 89
9558 E--STOP UNDERNEATH CAGE M _ a QQ FIBER* IY2- 0 1.5#/C.Y. {AS FIBERMESH
BEGIN WALL UMP� A I SEE DETAIL ON SHEET 20 �,
SEE SIDEWALK PLAN 15.83 LOCH 110N 71 97 SQ. FT � ORDER 300 OR
') :• " ' ' EQUIVALENT)
m 6,2 - 26 0D S W FLUSH W/ ��7�RIOR OF W�A WNING AUTOMA 77C �IAI PFc
(4) IS�AIdD /
• ° I DB 12�
ELEV 2153.0 11 �� o `��,� # ■ BOLLARDS ■ ■ ■ I PAVEMIIf T _ .,y ry N
' (TYP I " ! . y e' ; t r 21 64P SS DOOR *NOTE_ FIBER REQUIREMENT MAY BE WAIVED, SITE SPECIFIC, AT ` U
0 f L ! ) ' I -, OPERA TOR (3) 6 PLAT OWNER'S DISCRETION. MUST BE APPROVED BY AIRPORT.
rn$ i -� � ° POST BOLLARDS p'� REBAR IN LIEU OF FIBERMESH. r�
7$ ,® `" I I I : FILLED WI TH r 964 REQUIRED SUBMITTALSI�1 V 1
CO RITE o
J G7 Irr
' • , , ' ' ' - '- '. A 1. FORMAL MIX DESIGN FORM
A --- R50 . • •`• iI -� '-- --f �- --�. :----: �-- �-- - � W
2. SUPPORTING STRENGTH DATA PER ACI 318 N
)EEO LI N W CON SE NEW � d- I I I � ;�'L~ "'�" '. s .`a"'�":��.G='.�:'z�`Q"'. �'�� �r'" _� i; 3. CEMENT MILL CERTIFICATION (�
' ''' -� ' �• t Y .' 4. ADMIXTURE CERTIFICATION AND CATALOG CUTS L '
SIGN LIGHT & PD 1 ?' '� .
(TYP ! 4 I ■ ■ ■ ° ■ ■ - ■ SEE DETAIL SHEET " * 5. FIBER TYPE AND DATA SHEETS
I I �- 6. AGGREGATE CERTIFICATION AND GRADATION (COARSE AND FINE)
ATTACH TO BOLLARD I P • .. 7. READY MIX SUPPLIER TO TEST FIRST LOAD ON SITE TO CONFIRM
ENTRAINED AIR*, SLUMP, AND TEMPERATURE (*INFORMATION ONLY
L I E i CLEARANCE FOR NON-AIR CONCRETE)
� IB A &T O� I a i I ° (4) ISLAND 6 7 . 8 9 19
! 2 13 1 4 15 L � l BAR EW CONC BASE, NEW 8. ANY ADDED WATER MUST BE RECORDED ON DELIVERY TICKET o
O m TO YARD (OL �BOLLARDS ��? 1 IGHT & POLE THE ABOVE LISTED SUBMITTAL DATA IS IN GENERAL COMPLIANCE WITH THE p
ALTO I�1 EL a..... t..... f I '`L1
C I r E TYP + + �� R1 .00 � GUIDELINES GIVEN IN ACI 301 AND ACI 318, THE CONCRETE SUPPLIER
---� TW 2158.0' DO i YDRANT ■. I R2100' , lbw aim MUST
G� {Y") o FOR , BE FAMILIAR WITH THESE DOCUMENTS_
O CTl GR 2149.5 � �' RS. ' - R3.00' ' 10RR , 11' S' 10' G� 45.0 '4 X 4" 5 SEEtDC14ALK PL3 /2 CONCRETER5.00 ENTER SIG11j 0.4
N H - 8.5' � J MAINTENANCEA-RJFO'
�
BUMPER POST S/W FLUSH W/ SIDEWALK H C SIGN END WALL
CTl 1 p �- _ - - - - - - - - - TYP BRONZE „ GAs �P, VEMENT,,,,, ,,,,s TRANSIT GAs sus -GAS SERWCE,3LE ;' '
co 70 v • ( ° + ELEV. 2167.0
NEW AIR co SEE DETAIL SHEET ,
DG . MACHINE ' CANOPY CLL'ARANCE HT '_ (ATTACI ��O� Rao. R2 „
'l-� 0 q 1 �. �. .... .. ...... � .�. �16. 8' R4.00' 00 �5.00' R5.00' 10' BOLLARD) +
--� TW 2157.0 v t + 82' TOP OF CANOPY ♦ o d ° �,� W TW 2170.0
GR 2166.0
� GR 2149.0' + GAS SERVICE 21 -3-1GA --� • + + + ° '
GAS cAs- GAS cAs cAs cAs cAs GAS---` 1 -
c H = 8.0' \ • 10' S' 10' 10' 5' 10' SAG O7 {- C 7 7 201 ° + " I H = 4.0'
O R3.50 FU E PAR ING 9.00' BOLLARD POLE Q '�Z LZ 7 C. ] �Z G C. ZZ C, O 6 S L TRASH � tfit
ENCLOSURE
� � O � �, R20.00 G� � .� PEDESTAL �_ � ------- -- �: � -'
C R .50' U + LOCATION ( � t<Cv' 1 ," _ �`r_� - --r- TW 2178.0
: 9 E SE E E E Z� I -+ 4IGHT �� ( - o SHEIETZ o - :_- ® ® - GR 2166.0'
Q �J\ R25.00' AIRPORT '
n NEW CONC. BASE, TW 2173.0' TW 2174.0 H = 12.0
NEW LIGHT & POLE BEGIN WALL TW 2179.0'
_ FUTURE EV PARKING O FUTURE EV PARKING GR 2166.0' GR 2166.0' ' •�''`"' "' '•
� �X-� TRAFFIC (TP) ELEV 2167.0 GR 2166.0 .•`�N
SNP R� '�-- � H = 7.0 H = 8.0' H = 13.0'
p�RpO CJ
I1/1Pve dig iin
END WALL TW 2159.0'
GASt 3527
ELEV. 2148.0' GR 2151.0
. �
G� f 1© - O - o -- O - 01 �,�` / GINS
GRAPHIC SCALE
f TW 2157.0 TW 2158.0 tig� o o •.,,FOAM GP.o•
ifffflf3SM
a 20 0 10 20 40 ra
�'
BEGIN WALL GR 2150.,0 GR 2150.,0 o 0 4
ELEV 2151.0 H = 7.0 H = TW2156.5 xs � oo
GR 2152.0' r -) I O j { IN FEET )
�y H = 4.5' `` __ � oAft-
o ;Iz�h = o ft.
SNE �-,m p O - 0 _ p - 0 - 0
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CONCRETE PAVING NOTES: LA YOU NOTES-
R.O.W. PAVEMENT CONCRETE PAVEMENT 1. CONCRETE SIDEWALKS SHALL BE 4'° THICK OF 4000 PSI P/C 0
TYPICAL PAVEMENT CONCRETE OVER 6- COMPACTED VDOT 21B STONE BASE ON 1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL z
suBGRADE COMPACTED TO 95q OF STANDARD PROCTOR DENSITY. PLANS FOR THE EXACT LOCA TION OF UTILITY ENTRANCES, BUILDING >
DIMENSIONS, ROOF LEADERS, EXIT DOORS, EXIT RAMPS AND � z
2" SF 9.5A BITUMINOUS SURFACE COURSE FINISHED GRADE GENERAL NO TES: PORCHES z � rr
w O U
d 6" FIBER REINFORCED CEMENT 1. LIGHT POLES BELONG TO DUKE ENERGY, � � Ld
8" 1-19.OB INTERMEDIATE COURSE a 2 ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB OR
CONCRETE PAVEMENT (40000) REMOVAL/RELOCATION WILL NEED TO BE EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. LILI 0 �
3n SF-9.5A BITUMINOUS SURFACE COURSE 14 COORDINATED WITH DUKE ENERGY.
8" 825.OB BASE COURSE 8'-AGGREGATE STONE 2. AT&T J-BOX INCLUED AIRPORT FIBER. COODINATE 3 CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR � ~
8" AGGREGATE STONE BASE SUB. GRADE RELOCATION WITH AIRPORT AND AT & T THE INS TALLA 77ON OF TRAFFIC SIGNAGE AND PA VEMENT MARKINGS a
PAVEMENT SECTION "R.C.W. HEAVY DUTY" CONCRETE SECTION J. IDENTIFY AND PRESERVE AIRPORT DUCT/DATA AS SHOWN ON THE CONSTRUCTION PLANS z z
PAVEMENT SECTION T YPICAL N T S T S CONNECTION TO CELL PHONE LOT. THIS MAY BE TIED
N.T.S. TO ELECTRICAL SERVICE NEAR NORTHERN BUS 4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES
SHELTER. 4" WIDE, A T 45' AND 2 FEET 0.C. N N
4. AIRPORT SIGNAGE TO BE MAINTAINED. �I Q
5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE. N
6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE PYLON o
SIGN WITH SHEETZ AND AIRPORT. `� z
7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS Sheet No.
si �� CONSTRUCTION SET FOR OTHER PER INFORMATION.
15
Calloreyou r 8. THE ADDRESS NUMBERS NEED TO BE A MINIMUM OF 10" INCHES of J
}
DFH
IN HEIGHT, ILLUMINA TED OR REFLECTI VE AND LOCA TED SO THEY ARE
Dial 11_
HIGHLY VISIBLE FROM AIRPORT RD.(NC280) Pate 5/22/24
Scale: 1" = 20'
Norlh Carolina 811,Inc.
Project Na.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

PROFESSIONALS, P.C.
NEW CONC. BASE,
Q RIVER RUN EXECUTIVE OFFICES
20' POLE CCTV CAMERA, S U 1TE-B
ONE CAT 6A BACK TO [ 10 EXCHANGE STREET
� NEAREST NEMA (TYP)
a DANVILLE, VA. 24541
N.C. LICENSE: # C-2577
VA. LICENSE: # 0404-00[401
EXISTING 33
ED GE OF
PAVEMENT EX. KA SURA PHONE NO. 434) 79Z-3680
y� � SAPLIN FAX NO. [43 ] 792-3685
_ NEW CUB NEW EXISTING
AND STRIPING STRIPING www.landeng.com
GUTTER EXISTING 10
R3' 9' R6.04 CURB NEW CONC. RASE,
R3. OU 20' POLE CCTV CAMERA,
ONE CA T 6A BACK TO
-�- �` O.DO' + NEAREST NEMA (TYP)
( 8 ) 18'
-GONG. 16 ) LL BUJSHEL RS TO INCLU E
FLUME
EMRGENCY CALL STA TION, O
+ CAMERA, AND WIRELESS ACCESS U
POINT. MOUNIING DETAILS TBD.
MA PRIM N RY MA E LOSU FOR TC
TOTAL OF 3 CA T6A CABLES TOfL
COMMI INICA TT NS D 5DICA I 20AM BE INSTALLED TO EACH BUS
CIRCU . SET qANDROLE AIIJACEN TO N MA FO S EL TER
R50.00 ALL C MM C NOUI T . 12 AND FIBER 0 BE
NEW INS
ED T SOU NEM ENCLOSUREL SPOT
R# PERIMETER f6 )
INTERCEPT OR REINSTALL FIBER CONNECTING TO STOP IGN O
FENCING ra THE CELL PHONE WA111NG LOT. EXIS77NG
° STRIPING
NEW r�
Q ° R5.00' STRIPING
R22.85' ° U
US STOP EMERGENCY CALL
NEW CONC BASE, m + TOP SIGN; STATION W17H CAMERA HREE E"■I
20' POLE CCTV CAMERA, ( 8 CAT6 CABLES BACK TO w
ONE CA T 6A BACK TO NEAREST NEMA ENCLOSURE TC
NEAREST NEMA (TYP ENTRY fL `
ho Nu
N h -I-
TW 2153.0' CONC.
R2.00 AND W W
I� GR 2149.0 FLUME R2.00 GUTTER
H = 4.0' , - - R40.00' PERIMETER R3.00'NO PARKING Q
R30.27' NO STANDING R15.DO 24 STEM LENGTH FENCING T�
SIGNS R25.0 NCOOT 846.01 V 1 V 1
TW 2149.5' STD. 6" CONCRETE ( 7 )
GR 2145.0' CURB AND GUTTER O
H = 4.5
' 40 00 2'-6" WIDTH
a O NEW CONC. BASE, EX. A TSURA
1�0 TW 2147.0' R2.00' -CONC � 20' POLE CCTV CAMERA, S ING
GR 214J.0' FL UME ONE CAT 6A BACK TO
II NEW NEAREST NEMA (TYP) -�
H = 4.0 RETAINING
a WALL EX.CEDAR EX.CEDAR SPEED
CEDA SAPLING U SAPLING ps Q SIGN
� G UM GAS
TW 2144.0' A EX. KA TSURA ► w -
SAPLIN pS EX. KATSURA EX KATSURA N - N OHE­
GR 2141.0' END WALL GA5 SAPLING S�LIN_G N - 7 -�FfE
' ELEV. 2141.0' EX. KATSURA AS �� 0 E� 0HE
H = J.0 SAPLING UMP-GAS GAS _ - -TV TV ry -OHI J DHE
UMP-GAS R40 GAS GAS - TV OHE OH 0H
OHE OHE GAS Tv �o-IhMp= 0 _ off G
_ oHE- --�5- � OH GAS J GAS GAS ` N _ _ TV
0HE-�_ TOH ��
AS GAS GAS DHE GAS GAS GAS
0HE 0HE N 0� f E- 0 GAS � GAS
� � GAS GAS W
---� EX. GRATED INLET '0'
- TV ` - N - GAS GAS �- W �- W W TOP=2131.68
- TV - N �- W �� W ,� F*VNq (15"-NFW INV. IN) = 2127.38
�_ I I , INV IN=2127.28 .•
�� W �� W �J W - I I I 1200 INV OUT=2127.18
NEW FIBER OP77C
`f8 FEEDER-24 OR 48 I I I � 27 ❑
T,Q,gFFj STRAND TBD NCOOT 846.01 010 :
C - STD. 6" CONCRETE GIN
CURB AND GUTTER II I II ��`'�.I,;L C1AM GP��
- 2'-6" WIDTH
I f I !a1
110
-�. r
�.
CONCRETE PAVING NOTES:
LA YOUT N07ES z
R.O.W. PAVEMENT CONCRETE PAVEMENT 1. CONCRETE SIDEWALKS SHALL BE 4' THICK OF 4000 PSI P/C
TYPICAL PAVEMENT CONCRETE OVER 6" COMPACTED VDOT 218 STONE BASE ON 1. CONTRACTOR SHALL REFER TO THE SHEETZ o
SUBGRADE COMPACTED TO 959 OF STANDARD PROCTOR DENSITY. ARCHI7EC7ZIRAL PLANS FOR THE EXACT LOCATION OF U77LITY
ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT O
2" SF-9.5A BITUMINOUS SURFACE COURSE FINISHED GRADE ODORS, EXIT RAMPS AND PORCHES V Z
6" FIBER REINFORCED CEMENT o W o 0
8" 1-19.OB INTERMEDIATE COURSE a a 2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB V) m U cn
3" SF-9.54 BITUMINOUS SURFACE COURSE 14" - CONCRETE PAVEMENT (4000) OR EDGE OF SIDEWALK UNLESS N07ED OTHERWISE. w oLu
8" B25.OB BASE COURSE 8"-AGGREGATE STONE 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS U
8" AGGREGATE STONE BASE SUB. GRADE 0 �
�� s� CONCRETE SECTION MARKINGS AS SHOTWN ONON F7HE CONSTRUCTION PLANS l/EMENT o
PAVEMENT SECTION TYPICAL" PAVEMENT SECTION R.O.W. HEAVY DUTY
N.T.S.
N.T.S. 4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH
STRIPES 4" WIDE, A T 45' AND 2 FEET 0.C.
N N
W
5 ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED o o Q
OTHERWISE. �' o
00
6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE o
PYLON SIGN WITH SHEE7Z
r N �
h ' � 7CON7RACTOR SHALL REFER TO OTHER PLANS WITHIN THIS Sheet No.
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. GRAPHIC SCALE
Call be% YOU di ,. I of 37
-c -_ � 8. THE ADDRESS NUMBERS NEED TO BE A MINIMUM OF 10 20 0 10 20 40
Dial 811INCHES IN HEIGHT, ILLUMINATED OR REFLECTIVE AND Date:
LOCATE' D SO THEY ARE HIGHLY VISIBLE FROM ASHEVILLE 5/22/24
HIGHWAY (US 25) { IN FEET ) Scale: 1" = 20'
1 inch = 20 ft.
Project No_
23-034-BOl 1\eng\dwg\
F--23034-PLAN-2-REV-2.dwg

SAW CUT EX. MEDIAN FOR
PROFESSIONALS, P.C.
_� ADDITIONAL STORAGE AND TURNING LANE EXTENSION f RIVER RUN EXECUTIVE OFFICES
� TAPER, - REPAIR EDGE � �� AIRPORT ROAD _
TO MATCH MOUNTABLE r J SUITE_B
_ DANVILEAVA 541�
\ MEDIAN O� V SAW CUT 2 FROM + ,
FACE OF EX. CURB
NCOOT 852.01 i�� REPLACE ASPHLAT
t ALONG PROPOSED
\ STD. CONCRETE STACKING AND USE PAVEMENT
MOUNTABLE MEDIANN.0 LICENSE: # C 2577
TAPER SECTION ON THIS
SHEET OR MATCH *:f � V_A. LICENSE.- # 0404-00140I
LTC 2171.45
Q dad/ EXISTING PAVEMENT
FL 2171.06 �� \\ O ' �,� - �G � SECTION
TC 2170.92 1 2 Fr hIE�� 0 �• '� FAXONE NO(4 4) 79)�3685b80
S
FL 2170.50 NCDOTSTA 852.06 ��� s� ��'- _ A/�/
` CONC. CATCH BASIN 25 f + www.landeng.com
CURB ELEV 2170.92 SAW CUT EX. MEDIAN FOR
INLET ELEV 2170.50 - •
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' - REPAIR EDGE
TO MATCH MOUNTABLE 1
` MEDIAN AS
GAS
2167.80
TC
150 \
' j•4PE` FL 2167.38_ �� NCOOT 852.01 � GA9 � O
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` - MOUNTABLE MEDIAN REPLACE ASPHLAT ti AV - TV < < +1 # +
ALONG PROPOSED i -TV - - TV -A
`\ STACKING AND ` _ 4r �` 106 F+f
4' TAPER
\\ TC 2165.21 ' �-
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\ 2 4 RCP\ UA _
` TC 2161.42
GRATED INLET SS' �. \AFL 2161.00 ' ` o �~ - •
O TOP=2168. 16
INV IN 2 7 60.56 1c
� T a STo ,4 NEW R/W
(NEW 15') INV. IN 2164.00 \ `� G� \ A�EMENT OR Q�D
INV OUT=2760.46 \ MATCH EXISTING UA \ TC 2160.17.\
REMOVE STORM DRAIN INLET & CURB TOP SEC170N `� PAVEMENT SECTION \ FL 2159.75
Q AND CONVERT TO TRAMC BEARING vIUNCTION BOX
V W/ FRAME & COVER N.C. DOT STD. 840.52 AND
x JUNCTION BOX rz
` ` Q
' EXISTING RIM. ELEV. 2168.001 (MATCH TO PAVEMENT ELEV)
CURB \ \ `\ \ `
O \
=�. PROPOSED
USE PAVEMENT h CUB \ \ I
SECTION ON THIS
SHEET OR MATCH 2' WIDTH , ` V 1 W
EXISTING PAVEMENT Q� A T EP
SECTION
b = °I
k c� 7E '` 1
Know what below■ R.D.W. PAVEMENT
4' WIDTH1 _ €�
AT EP Call bow you dig.
NCDOT 846.01 QQ . '� 1.
S1D. 6" CONCRETE Q 2"SF-9.5A BITUMINOUS SURFACE COURSE
Dial Bil-
CURB AND GUTTER �v 04b PROPOSED R If CaronaInc- 8" IM-19.OB INTERMEDIATE COURSE PAVEMENT MARKING LEGEND W
2'-6" WDTH PA VEMENT SAW Nora
TA - THERMOPLASTIC 90 MLS WHITE EDGLINE (4"}
Q CUT EX. PAVEMENT
f �' TO ALLOW FOR 8" BM-25.08 BASE COURSE TD - THERMOPLASTIC 120 MLS 2 FT. WHITE MINISKIP (4)
Z
�. N W PA VA - THERMOPLASTIC 90 MLS LEFT TURN ARROW
: : �,' PAVEMENT SECTION "R.O.W. HEAVY DUTY"
X I1=` N.T.S. UA - THERMOPLASTIC 90 MLS LEFT TURN ARROW
UB - THERMOPLASTIC 90 MLS RIGHT TURN ARROW
1. TE - THERMOPLASTIC 120 MLS WHITE SOLID LANE LINE (4) +.•••'Y"' „
� I
Q' 2' WIDTH ?
•
4 =
4 A T EP 11
UL
I1: ` � -
1 d LA YOU T NOTEs �����...•,.
1. CONTRACTOR SHALL REFER TO THE SHEETZ
1 O ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITY
ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EV T
k DOORS, EXIT RAMPS AND PORCHES r
m
Z ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB
OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE:
GAS x� c 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS z
GAS �� GAS NCDOT 846.01 FOR THE INS TALLA77ON OF TRAFFIC SIGNAGE AND PAVEMENT w
AS STD. 6" CONCRETE MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS. �
� + USE PAVEMENT CURB AND GUTTER � z
4
Tv - x` SECTION ON THIS 2'-6" WIDTH . ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH >_ O
T' - - Tv < < 00 STRIPES 4 WIDE, A T 45' AND 2 FEET 0.C. r F-
SHEET OR MATCH m m z �
Tv - TV - � EXISTING PAVEMENT z ~ z
-- - --_ ►TV i * SECTION 5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED O w ov
-- --
- - -- -
-� - OTHERWISE. �
` w O o 0
vLJJ
+ 6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE a
s W PYLON SIGN WITH SHEETZ. CY
U
_-7- _ o
~� ' R32.00 7CONTRACTOR SHALL REFER TO OTHER PLANS WTHIN INSR25.00 Z
s \ z R CONS7RUC770N SET FOR OTHER PER77NENT INFORMATION.
TAPE
UB SAW CUT 2' FROM EDGE OF EX.\ 8 THE ADDRESS NUMBERS NEED TO BE A MINIMUM OF 10" � N
ASPHALT, PROPOSED R/W ASPHALT c14 w TF INCHES IN HEIGHT, ILLUMINATED OR REFLEC77VE AND
I U 12 uB RAGE ALONG PROPOSED STACKING AND LOCATED SO THEY ARE HIGHLY VISIBLE FROM ASHFWLLE Q Q
s j 00 STD Y� TAPER OR MATCH EXISTING PAVEMENT HIGHWAY (US 25). m
SECTION ao
ob o
v_�---- z
Sheet No.
- - f GRAPHIC SCALE
Zo 00 20 40 17 of 37
Al AIRPORT PARK ROAD Hate: 5/22/24
Sale: ," - 20'
AIRPORT ROAD PROPOSED TURNING LANE 1 inch = 20 ft.
Project No.
23-034---Bo11\eng\dwg\
TURNING LANE WIDENING F-23034_PLAN-2-REV-2.dwg

/ (1) 4 PVC SCH 40 7ELE/CATV ,
&10
�� ➢ - -- ` - - ~ --- 4,+ WCSE-RE LLC. CONDUIT W/PULE ROPE
/ (3) 4 PVC SCH40 ELECTRICAL CONDUIT PROFESSIONALS, P.C.
DB 3928 PG 87 W/PULE ROPE RUN UP AT POWER POLE RIVER RUN LXLCUTIVE OFFICES
1 I S I 2 DOMESTIC WATER METER AND
PLAT SLIDE 1287 SUITE
O DIG 'C' PIN 9643-72--3740 2 ,fCATE�VALVE 1 10 EXCHANGE STREET
I D J F I Q D / (2 & 1 ) BACKFLOW DIRECT - BACK
LJ AIRPORT PARK ROAD �� DANVILLE, VA. 24541
z {, 5 FLOW PREVENTER LF4000M24P W GRH2 ({����
n �O - NORTH CAROLINA DEPARTMENT OF TRANSPORTA TTON C� mil/ / A A
f I p rJ 1z-Iv 0mm Ann '" DB 1571 PG 432 SL 1287 EX A ITARY MANHOLE 1741 15-480310 �` HOTBOX
tiv cn � Cphv� -
1 IRRIGATION WATER METER AND Q
cs, m `y= GAS rOP=2160.38 �"-� n Q
f c� a"� 75" RCP _�� GAS -� 1 7 1 GATE VALVE N.C. LICENSE: # C-2577
GAS GAS IX.INV IN (4 PVC)=215538 a- DIG [] / S -��� V.A. LICENSE: # 0404-001401
CQZD C)� I� FX.INV IN (6" PVC)=2155.28 TRANSFORMER PAD
TO BE REPLACE BY ANEW 5� C6-9 �l A DER V A UL T
n /T SHARED BETWEEN HOTEL -
NCDOT STD. 840.02 w„ „
o Z-� v 8 INV. IN = 2155.30 � _ RIW' coNc. CATCH BA51N � AND SHEETZ �2 CMI
ti p Z INV OUT=2155.18 __" TAP ELEV 2163.81 PHONE NO. 434) 792-3680
1 o m a _ `� DIG '� O FAX NO. (43 ) 792-3685
-I INLET ELEV. 216J J1 S.S M - ED--- -
[ I x X Xss _ "ss "ss (6'RL) INV. IN 215887 ��
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-_- X x X Xss ss ss D1
s n. xss o -Xss. - "ss Xss Xss ss ss ss _ INV OUT 2156L77 EX. 6' INV. IN 2158.36' = n -- -- Q
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t `� TR A CFI C n yB 0 L - INV. IN 2159.87'
„ f,J C 96 Z, O .,.NCDOT STD. 840.02 jIf �¢8 INV OUT 2158.26'
l ► J �5 RCP, LIGHT � - - _ r _ METER 4" DI WATER �
GRE IRA
. •,_ ... � ..,_..,�- � ,�� .. ONC. CATCH BASIN �� -'"� :_; : �: ''� = krl�{ . =.::'�.� - 45' SA PVC
D J G o �� TOP ELEV. 2159.34 ;35 A P BOX LINE SERVICE
_ ®2��' SDR-35 0 1.00�'
► DIG H U
1 8' RL) INV. IN 2155.65
-� BUNCOMBE COUNTY SS INV H TEL 51GN
(CB-9) INV. IN 2154.84 „�, ' A
0 ■ 2060.32
t TBACK � OUT 2154.74 ■ �" 36 . , Q U S LINE U10E �Q U
,7� � pp 163' 15' POLYPROPYLENE (PP) DOUBLE-WAllEO PIPE M 2.41$ co �■ x �y w 0" -6" P1iC NO PARKING SIG
R04 U A- • z ' f -93' - 6'PVC SDR..35 ® 2_.88X -_` 1 -35 ® 1.55 _ .___• R-35 ® 1.00� W
�U P�Q 0 ` O z Q _ .__�., 23'--6' PLC CO CP
I --•---._-_.-_- __.-_ C•� 2��� x
1 ; J, : SDR-35 ® 1.099 c� B - - - - - - - ll3'LF 8'PVC SW-35 03 00X ' O
N _ .. �.. co m 159.62 �. s s C.O.
i INVERT 4 r!I I w ; S.S INV. S.S INV fi� X 4" TAP O
CO I 2159.04 I C7 I'T'[ 2160.550 2159.91, MOOT STD. 840.E
•� p I = S7�! INV. WITH 4 GATE VALVE u
! ! 4'X 8 34-4 PiiC S S. INV STM INV. S S INV. l \CWC. CA XH BAST �"'�
UMP�-GAS 1 ! WYE (lyp) f
- (Typ) Z = "a 2161.55 216a 216L55' 2160.38' T EZEV 2164.35 NEW CLEAN-OUT SHEETZ GENERAL UTILITY
ROUTE - rrI '�.-. . h w:N u.U. 45- 6 PVC INLET ELEV. 216J
� MH-11 (DOGHOUSE) • � � •_.. 11 NEW SHEETZ STORE SDR-35 ® 1.00� (6'RL) INV IN z1s EX. INV 2160.64 NOTES: •e❑s P .�•
NCDOT STD. 84Q 52 SDMH I� ® ILA r
SIGN v _ INV. OUT 2160.54 1. ALL SITE WORE{SHALL BE DONE IN ACCORDANCE vvITEl THE
RIM/TOP ELEV. 206Q50 ! ■ ■ ■ ! 6879 SQ. FT. 1 v INV. OUT 2159.85 N
i.. i O V APPROVED PLANS, THE APPLICABLE SECTIONS OF THE
(/+p 1� �j ' �' '�'�_-!L C NCDOT STANDARD SPECIFICATIONS FOR ROADWAY
{rD-1O) INY. IN L15424 _ ! Iti (•,I ¢ E-��QP I CONSTRUCTION,AND ALL OTHER PERTINENTFEDERALAND
- � a d Cn - - --- --
EX. 30 INV IN 2135.94 • INVERT _ STATE LAWS.
4 f VC - 1 . 1 2159.38 IIE"� 89
DIG 1 (EX. 30) INV. OUT 2135.82 ` ! l� I m D�Q 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH
K _ - �' - $ 7197 SQ. FT ~ APPLICABLE FEDERAL,STATE,AND LOCAL LAWS,PROVISIONS,
UI V!f A _ ! _ f e € :` a AND POLICIES GOVERNING SAFETYAND HEALTH,INCLUDING _
I ? . . . . " W/AWNING JA1 PRABH LLC. g1 rf4] FEDERALitEGISTER,CHAPTERJCVfI,PART19260F V
THE FEDERAL CONSTRUCTION SAFETYACT(PUBLIC LAW
m ! ( �"� ) ■! ■ ■ ■ ■ ■ �� r�f I DB 1233 P 592 TITLE 29 REGULATIONS,OCCUPATIONAL SAFETY AND HEALTH
'' STM. INV. F.F. 2Y 6�.SS STM. INV REGULATIONS FOR CONSTRUCTION,AND SUBSEQUENT \/j
� � ! , . � ' '.LID El :� 2rs�ss' � PLAT SLID 1419 2161.55 cy PUBLICATIONS UPDATING THESE REGULATIONS.
^}' 1 /�� Iw• E d b PIN 9643- -556� 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
I I d
I ®e I ! * EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE
111 I i ' E_ ' i iy ~ (n PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION
LIMI T I ll E i y a> � i c c I
� � � � OF A BID. SUBMISSION OF A BED SHALL BE CONSTRUED TO
Sr1 r} �_ I �i,.'A - "i� "' 5ii U' MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS TI�
SIGN ) _X_ V � l ■i ■ ■ • • ■ ■ ■
FAMILIAR WITH CONDITIONS AND CONTRAINTS OF THE SITE.
Q
C� 0 I: + i I • • STM IN _ r 4. BEFORE EXCAVATION,ALL UNDERGROUND UTILITIES
. . o
CB-12 .� I , SHALL BE LOCATED IN THE FIELD BY THE PROPER
NCDOT STD. 840.02 1 . . • I ZJ�1 Q 52 �«� AUTHORITIES_ THE CONTRACTOR SHALL NOTIFY NC ONE
-- �� • • CALL CENTER AT 811_ THE LOCATION OF ALL UTILITIES AND
} CO NC. CATCH BASIN I • INVERT` pp n i I f i i
� � IB -A �T TOP ELEV 2159.41 � � � 2159.38' I �7 7 � 0 i i f2 I3 I4 15 i6 O
UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY
0 NOT BE SHOWN_ IT IS THE RESPONSIBILITY OF THE
m INLET ELEV. 2158.91 ,�......� iFO CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT
(/'J LOCATION OF ALL UTILITIES AND UNDERGROUND
-Q C NI/ OUT 2154.91 �- �� I 1 E• �j STRUCTURES.AIRPORT UTILITIES LOCATED SEPARATELY.
-� oo N i h ■ ■ i ■ �.. Ir.I �L1
O rn �,m ] 72 -- 15 POL YPROPYLENE�(Po�P) _
L Z i 1 34-4'PVC pP� I -3 DOU&E-WALLED PIPE ® 1.00 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID
• ,��7 r� AND PERFORM ALL L[TILTCY WORK IN COMPLIANCE TO ALL A
' NCDOT STD. 84a 0L APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. r '
N - _ - - A� ► CONC. CATCH BASIN
rn aj 1 O cS • L _ - - - - - - - - - - - - 4 X 8 �R ( ) -: GAS GAS GAS Z GAS NCDOT STD. 840[ay2 SAS GAS O"CE GAS STOP ELEV. 2164 02 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES
V �' WYE (TY) INVERT �P'" ' �+�0 CATCH BA 7aN ASSOCIATED WITH THE INSTALLATION,INSPECTIONS,TASTING
� O 15' - 15D CO .j �: _ 2159.04 G t�0 4�9 ��� TO° ELEV 2164.21 INLET ELEV. 2163.52 CONSTRUCTION.PTANG ofALL PROPOSED UTILmEs
y m js� P09L YPROPYLENE (PP) _ 132'LF-8'PVC SDR 35 3 OIJX .•� �CO. G �,WA � • INLET ELEV 2163 71 (CB-1) INV. IN 2158.88 1 D�� WD
�' - DOUBLE-WALLED PIPE �� B ((.g 2) INV. IN 215&06 V. T 2158.78 CONTRACTOR SHALL COORDINATE WITH THE
7 "�� -11 ® 1.00X EX. MH 14 �,p� D� INV OUT 2157.96 0 WALL APPROPRIATE UTILITY COMPANY ON THE ADDITION,REMOVAL
9p ° :t r AND10R RELOCATION OF UTILITIES AND UTILITY POLES AND
�1 Z ego NCDOT SGAS SERVICE �/ ♦ ;-
0 GAS ` cAs PRECAST MANHOLE 'S GAS- GAS- GAS--' O
r - � � THE EXTENSION OFALL PROPOSED UTILTES TO SHEETZ
CO 51 NCDOT STD 840.54 �Z L Z 9 Z S Z V 1. Z z,z, I Z O Z I 81 L I p ��s'%r STORE.RE-USE POLES WHEN POSSIBLE.
EX. STORM MAN �LE W ®F�o l ME AND COVER ♦ `
( J EW RIM ELEV. 215925 » WD WA 8 E S UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH
C 'r / ( � � THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY.
O TOP-21 S�.B� AD (LISTED) ._ / 4; IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE
C f v. P E CB-12) INV IN 2154.36 `-r _ - - __ _ _ 1 ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT
INV IN (12 HOPE) 2945. 79 }� D r��,� _ O REQUIREMENTS WHETHER PERFORMED BYTHE
INV IN (30" CMP)= 132.49 9 S CB-13) INV IN 2154.20 I NCDOT STD. 844 02 EX. GRIMED INLET 'CC' 5HEECZ Ors - -_. - -�-f _ CONTRACTOR OR Nor.
0 �� (EX. 30) INV. IN 21J2.49 CONC. CATCH BASIN - AIRPORT'
INV OUT=213239 EX 36') INV. OUT 2132.39 GeINLET
�. W/CAS 8. ANASBUILT DRAWING OF NEW UTILITY SERVICES SHALL 6E
// TOrPC ELEV
2162.*41n 1 N V OUT=2154.OQ PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ���•a
INLL T E V 216L 91 OWNER UPON COMPLETION OF THE PROJECT.
ST\ -)X- TRAFFIC /�IG^ ` (CB-3) INV IN 2155.78 70. UTILITY CONTACTS ARE LISTED ON THE TITLE SHEET
S 1 a( �{U-' INV. OUT 2152.84 (SHEETC-1). -
C�l� UMPove di line CB-13 WPC C_}�-Y1-5 -
CJ Q,y 11. CONDUIT LOCATIONS TO SIGNS AND SITE LIGHT POLES TO =�6 43527 0 '
BE COORDINATED WITH SHEETZ i
�, NCDOT STD. 840.02 NCDOT STU. 84014 EX. GRATED INLET DD' 'y O�
U) GAS = CONC. CATCH BASIN t - CONC. CATCH DROP INLET TOP=2151.68(ADJUSTED) %2 Fti •'
1 TOP ELEV: 2158.85 (�} 12 CONTRACTOR SHALL COORDINATE WITH SHEETZ ON TYPE .,+ GIN
E •
INLET ELEV. 2158.35 W (RAISE GRATE ELEI!) INV IN=2147.38 •, 4OAM
r^ AND SIZE OF THE GREASE TRAP. ALL SANITARY SEINER PIPE /
�1J -5� , GRATE ELEV 2156.90 INV OUT=2146.38 SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. ��•�•.fr„�*�������
� (8 RL) INV: IN 2155.08 �� 3 � o - o --- o - o - o ,
INV. OUT 2154.35 S -1 C3`Zd82 n CBS-/41)f EX. PIIPEINV. IN 2147.38 I o 13. CONTRACTOR SHALL COORDINATE WITH SHEEL2ON �� }0'�
1� INV OUT 2146.M 0 CONDUIT ROUTE TO STORE FROM THE TRANSFORMER Or
EW-S MY-7 I I ANDIOR SERVICE UTILITY POLE FOR TELEPHONE AND
� STORM MANHOLE 'FF'
NCDOT SM. 8.38.01 �� NCOOT STD. 840.52 0 0 ELECTRICAL SERVICE.
TOP-2150-25 ,
NEW ENDWALL R P > PRECAST MANHOLEE 1 14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN
(30") INV OUT 2141.18' ? 8 (ADJUSTED) NCDOT STD. 84Q54 O THIS CONSTRUCTION SET FOR OTHER PERTINENT
10 OE PP) INV IN ('OD)=2143.25 I ( I INFORMATION. Y m
1 r - �. Pp[.YPR�® p.1 7 INV IN (FE)-2141.35 FRAME AND COVER 0
o z 50 3D POLYP PIPS \' TOP ELEV. 2154.90 I o
�� � �C v IN OUT-2141.25 O O - �
DO � ��� � O - O - O _ p, z
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1 1 EX. n 6
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_ I GRATED INLET EE' Ld 0
w O w
TOP=2144.04 � "
INV OUT=2141.84w O
v
1 INV IN=2129- 4`3 I 0
N N
I
>
GENERAL NOTES cal Q
1. LIGHT POLES BELONG TO DUKE ENERGY, m
REMOVAL/RELOCATION WILL NEED TO BE F I F1_1 I
COORDINATED WITH DUKE ENERGY.
2. AT&T J-BOX INCLUED AIRPORT FIBER COODINATE Sheet No_
RELOCATION WITH AIRPORT AND AT & T ������ below.
3. IDENTIFY AND PRESERVE AIRPORT DUCT/DATA
CONNECTION TO CELL PHONE LOT. THIS MAY BE TIED Call
before � �� • GRAPHIC SCALE
1 of 37
T O EL ECTRICAL SERVICE NEAR NORTHERN BUS 20 0 10 20 40
Date: 5/22/24
4. AIRPORT SIGNAGE TO BE MAINTAINED. Dial 8111
Scale: 1" - 20'
IN FEET ) Project No.
1 inch = 20 f1. 23-034-BOl 1\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
NEW CONIC BASE, SUITE-B
20' POLE CCTV CAMERA, 1 10 EXCHANGE STREET
J, DANVILLE, VA. 24541
ONE CA T 6A BACK TO
NEAREST NEMA (TYP)
UE UE UE UE UE UE UE UE U UE UE UE - UE C�
UE N.C. LICENSE: # C 2577
EXISTING NEW CC V.A. LICENSE: # 0404-00 1 40 1
EDGE OF AND LIC
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SHEETZ AIRPORT O (TYP) FAX NO. [phone]
PHASE PHASE
www.landeng.com
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n SH L TER fL 145.98
0
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j 6� DETAIL ON PHASE CB-18 PERI
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` J ` E-WALLED,; E� NCDOT STD. 840 02 SPEED L I CONC. CATCH BASIN O H I
GA TOP ELEV 2129.85 � oHE
(PP) 00� GAS �COriiC. CATCH BASIN S �oUM GAS INLET ELEV. 2129.35-- 0HE
POEM �� k , - AS TOP ELEV 2132.18 N N 0 H INV OUT 2126.35
74 1 * `k AS �9 15 POlC?'PROPYL ENE (PP) INLET ELEV 2131.68!
�� UMP-GAS G DOl1BLf WALLED PIPE f4- TV �4 N � NV. OUT 2128.68
_ UMP—GAS �� END OF PIPE OHF- - OHE—Ell 16 TV off _ W A
�; GAS GAS GAS (15-v) INV OUT 2137.50'�� 0 OH �~ = iW �~ w 9 - 15 POLYPROPYLENE (PP)
0H f � �� 0HE �_ OHE� 0H - GAS S �-_ DOUBLE-WALLED PIPE ® 35 8%
OHE OHE N Qk{ OHE �, GAS �r GAS =- - y� W �_ W _ DIG P`
Sv - �� G S - -- GRATED INLET P'
�GAS� == W � W W r h EX. GRATED INLET '0' -- - TOP=2129.15 +����`nn• +•' ��
W -�- W TOP-213I.68 (15"-NEIN INV. IN) = 2135.15 .•`'���'
(15"-NEW INV. IN) = 2127.38 INV IN=2123.05 �••�p� FE r �''�}
INV IN212728 INV OUT=2122.95
I 1 . INV OUT 2127.18
W W _ REMOVE STORM DRAIN BOX & CURB TOP SECTION a
— W r �-�> REMOTE STORM DRAIN BOX & CURB TOP SEC114N AND CONVERT TO TRAFFIC BEARING VNC7101V BOX : _c
AND CONVERT TO TRAMC BEARING 1#JNC7701V BOX -- W/ FRAME & COVER N.C. DOT S1TJ 840.52 AND
y W/ FRAME & COVER N.C. DOT STD. 840.52 AND JUNCTION BOX
JUNCTION BOX RIM. ELEV. 2129.381 (MATCH TO PAVEMENT ELEV) <C1AM GP�I,••
RIM. ELEV. 2132.00t (MATCH TO PAVEMENT ELEV) ���''••,,,«,❑*
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GRAPHIC SCALE Calf beforey7
you dig. 20 0 10 20 40 l9 of J
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Dort[car1v"a 811.Inc. ( IN FEET ) Scale: 1 = 60'
1 inch = 20 ft.
Project No.
23-034-8011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

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WCSE-RE LLC. PROFESSIONALS, P.C.
DB J928 PG 87
RIVER RUN EXECUTIVE OFFICES
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PIN 9643-72-3740 1 10 EXCHANGE STREET
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GRAPHIC SCALE
20 of 37
20 0 30 20 40 Date:
5/22/24
Scale: 1" — 20'
( IN FEET } Project No.
i inch = 20 fL 23-034--B011\erg\dwg\
F-23034—PLAN—2—REV-2.dwg

EROSION AND SEDIMENT CONTROL MEASURES , ,
LEGEND CONSTRUCTION SEQUENCE PHASE 3: &10
-� — LIMITS OF DISTURBANCE NEW STABILIZATION TtMEFRAMES PROFESSIONALS, P.C.
7. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND PREFORM DIVER RUN EXECUTIVE OFFICES
STREET CLEANING DAILY AS NECESSARY. site Area[)escription Stabilization Tirneirame Exceptions
6.06 CONTRUCTION ENTRANCE 2. CONTRACTOR IS TO INSTALL ALL SILT FENCE AND INLET ❑ Perimeter dikes,swales.ditches and scopes 7 days None SUITE-B
PROTECTION PER THIS SHEET High Quality Water(HQW)Zones 7 days None 1 10 EXCHANGE STREET
6.10/6.11 TEMPORARY / PERMANENT SEEDING J. STABILIZE TEMPORARY MEASURES. y DANVILLE, VA. 24541
4. ONCE ALL PHASE 3 EROSION CONTROL MEASURES ARE IN PLACE, Slopes steeper than 3.1 7 days If slopes are 10'or less in length and are not
6.52 TEMP. BLOCK & GRAVEL INLET PROTECTION
THE CONTRACTOR CAN COMMENCE WITH THE ASPHALT DEMOLITION steeper it�an 21,14 days are allowed.
■. :
■ - WITHIN THE CLEARING LIMITS AS NEEDED FOR CONSTRUCTION. d slopes 3:1 or flatter 14 days 17 days for slopes greater than 5D'in length
5. BEGIN ROUGH GRADING. N_C_ LICENSE: # C-2577
G. INSTALL TEMPORARY SEEDING AND MULCHING TO ALL DISTURBED �All other areas with slopes flatter than 4.1 14 days None,except for perimeters and HQW Zones V.A. LICENSE: # 0404-00 1 40 1
6.41 OUTLET STABILIZATION STRUCTURE AREAS.
6.62 SEDIMENT FENCE 7. MAINTAIN EROSION CONTROL MEASURES.
PHONE NO. [phone]
6-55 � ROCK PIPE INLET PROTECTION
FAX NO. [phone]
www.landeng.com
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VEL INLET
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PROTECTION OR 1 ,. .5 PING� , ® rrf fl } �� _ -\ `4\ BLOCK AND 27 °
EQUIVALENT i } Im ~ "' ` - - \- IN,, �� I GRAVEL INLET
Y SPAMr , = -�,_- PROTECTION OR
162
EQUIVALENT
(fsa►rNJ MON aido ON P�
_ 487 TOTAL SPACES
(�?ORY poAl)CJ.R�/^' gR17 (94 EXIST
- �- a^oo" o ` Pam 2g0 1 jW4747 W. _ 6 55 E �� EXISTING SPACES TO
:c t. - (OT P'n - i n;��E 52 REMAIN +S 6• I77 SPACES TO BE co
;R Xo ss� MV�03"9 ROCK PIP INLET
BLOCK PRIOTECWN GRAVEL AND REPLACED
D REPLACED FROM SHEETZ Ld
DEVELOPMENT + 216 BRAND �
e-� \� s. pgm� PROTECTION OR NEW SPACES} 0
oa 8.62 OUTLET EQUIVALENT 0
6
as SEDIMENT F_ F_
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PROTEC ON OR Lii
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Sheet No.
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GRAPHIC SCALE 21 of 37
80 0 40 80 160
Date: 5/22/24
( IN FEET ) Scale: 1" = 80'
1 inch = 80 ft. Project No.
r 23-034—BOl1\eng\dwg\
F-23034--PLAN—2--REV-2.dwg

PERMANENT SEEDING MIX TABLE tAkz
EROSION AND SEDIMENT CONTROL MEASURES PHASE 4-CONSTRUCTION SEQUENCE:
REFERENCE NCDEQ TABLE 6.11_d , ,
LEGEND NEW STABILIZATION TIMEFRAMES
I. MAINTAIN PHASE 3 EROSION& SEDIMENT PROTECTION MEASURES. PLANTING REGION MOUNTAINS PROFESSIONALS, P.C.
..�, LIMITS OF DISTURBANCE 2. COMPLETE ROUGH GRADING. site Area Description Stabilization Ti neframe Exceptions
3. BEGIN BUILDING CONSTRUCTION WHEN PERMITS ARE OBTAINED. ❑ Perimeter dikes,swaies,daches and slopes 7 days Norte INSTALLATION SEASON SUMMER RIVER RUN EXECUTIVE OFFICES
6.06 CONTRUCTION ENTRANCE 4. PROCEED WITH INSTALLATION OF THE STORM DRAIN SYSTEM. SEEDING SPECIES SELECTION CONSERVATION MIX SUITE-B
High Quality Water(HQW)Zones 7 days Alone 110 EXCHANGE STREET
5. INSTALL INLET PROTECTION ON STORM DRAIN AS REQUIRED. SEEDING RATE 100.0 LBS/ACRE
6.10/6.11 TEMPORARY / PERMANENT SEEDING 6. INSTALL OUTLET STABILIZATION ON STORM DRAIN AS REQUIRED. Slopes steeper ftn 3-1 7 days If stapes are 10' less in and are not DANVILLE, VA. Z4541
steeper than Z1.14 days are
re allowed PERMANENT SEEDING AREA 6.5 ACRES
. .. ■
7. COMPLETE FINISH GRADING. � Elopes 3:1 or flatter 14 days 7 days for stapes greater than 5t1'in length.
6.52 TEMP. BLOCK & GRAVEL INLET PROTECTION 8• INSTALL UTILITY SERVICE LINES. TOTAL SEEDING 650 LBS
■■ : 9. INSTALL CURB AND GUTTER. F= All other areas with slopes flatter than 4-1 14 days None,except for perimeters and KQW Zones SUMMARY 650 LBS OF CONSERVATION MIX N.C. LICENSE: # C-2577
10. INSTALL STONE BASE COURSE IN AREAS TO RECEIVE PAVING. V.A. LICENSE: # 0404001401
6.41 OUTLET STABILIZATION STRUCTURE 11. INSTALL ALL PAVING. NOTE: CONSERVATION MIX (ERNMX-114) CONSISTS
12. INSTALL LANDSCAPING PER LANDSCAPING PLAN. OF 30% CREEPING RED FESCUE, 25% KENTUCKY
6.62 SEDIMENT FENCE 13. SPREAD TOPSOIL ON.AREAS TO RECEIVE PERMANENT SEEDING.TOPSOIL SHALL BE SPREAD ATA BLUEGRASS (SELWAY), 25% KENTUCKY
BLUEGRASS (APPALACHIAN), 10% ANNUAL PHONE NO. (434 792-3680
RATE OF 500 CY PER ACRE, TOTAL OF ABOUT 500 CY. RYEGRASS, 9% PERENNIAL RYEGRASS, AND 1.0%" FAX NO. 43 79�2-3685
6.55 ROCK PIPE INLET PROTECTION 14. INSTALL PERMANENT SEEDING. WHERE NOTED,PERMANENT SEEDING MAY NEED TO BE GERMAN MILLET )
INSTALLED VIA HYDROSEEDING.PERMANENT SEEDING SHALL BE A CONSERVATION MIX MULCHING (STRAW) 1 TON/ACRE www.landeng.com
CONSISTING OF CREEDING RED FESCUE,KENTUCKY BLUEGRASS,ANNUAL RYEGRASS, g'
PERENNIAL.RYEGRASS, (SPECIFIC MIX ITEM#ERNMX-114)ATA RATE OF 100 LBS PER ACRE, TOTAL 6.5 TONS
TOTAL OF 100 LBS.
15. IMMEDIATELY AFTER PERMANENT SEEDING,MULCH(STRAW) SEEDED AREAS ATAMINIMUM OF GROUND LIMESTONE 75 LBS/1000 SF
80%COVERAGE. IDEALLY, MULCH SHOULD BE APPLIED TO ALL SEEDED AREAS. TOTAL 21125 LBS
16. IF SOIL TESTIS NOT PERFORMED, INSTALL GROUND LIMESTONE ATA RATE OF 75 LBS PER 1000
SF, TOTAL OF 6500 LBS. FERTILIZER SELECTION 5-10-10 O
17. INSTALL 5-10-10 FERTILIZER TO SEEDED AREAS ATA RATE OF 40 LBS PER ACRE, TOTAL OF 40 LBS.
18. REMOVE ALL REMAINING EROSION& SEDIMENT PROTECTION MEASURES WHEN DISTURBED FERTILIZER RATE 40 LBS/ACRE
AREAS ARE STABILIZED. TOTAL 260 LBS
19. STABILIZE ALL AREAS WHERE EROSION& SEDIMENT PROTECTION MEASURES WERE REMOVED.
20. PERFORM COMPLETE SITE CLEAN-UP. F+1
C) 0
0180 ON
1111
(£BQVN)HIHON QR&J ON C Al -
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SEDIMENT -- ==� RMA N ����_��� - - � _ -� j{ r
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INLET
P,1OTEC770N
0.0.
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,(0� 947 b
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GRAVEL INLET ;_ r rrr L - - ;� `�- - j ,
PR07EC77ON OR 1 - "` • �' rI I�' =� �y I 43527 0
EQUIVALENT
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H1'YON ON L
A 487 TOTAL SPACES
1 � � g - ;, ��Rom`R „_ 6.52 (94 SPACES TO
EXISTING
`� \ �� _ � r 0& a z o 6.5E BLOCK AND REMAIN + 177�- \- �� }_ \\ w, ROCK PIP INLET FROM E
ES TO B
\ _ _� wy�Tn37� GRAVEL INLET REPLACED SHEETZ Z
PRO7EC110N PR07�'CTION OR
DEVELOPMENT + 216 BRAND
\ 6, 11 EQUIVALENT NEW SPACES) 0 z
3P29f�T RO.4P � a,. ��,` � \ e w �g m�
�' PERMANEN 6.41 6.41
U
SEDIMENT SEEDING OUTLET OUTLET
z FENCE z
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O W O U
6.52 S7�RUCTURE S7RUCTURE
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BLOCK AND FILTER FABRIC FILTER FABRIC
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Sheet No.
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GRAPHIC S C ALE 22 of 37
80 0 40 80 160
Date: 5/22/24
{ IN FEET ) Scale: 1" = 80'
1 inch = 80 ft. Project No_
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

5 �
,j a ,' DB 3928 PG 87 PROFESSIONALS, P.C.
E=B RIVER N EXECUTIVE OFFICES
PLAT SLIDE 1287 SUIT
_ _ PIN 9643-72-3744
✓ � _ _ _ _ - - - 1 � 110 EXCHANGE STREET
_ AWPORT �R� ROAD / 1 ��� t j DANVILEE, VA. 24541
--NORM G'zIRDL Alk DEFAOifENT OF 1RANSPO&M 77ON , �l/ ✓
CIO
},32-SL 1287 IITARY MANHOLE, 174E :�` r-- Q
_ �- GAs\�� SAS \ 15-4 310 t Q N.C. LICENSE: # C-2577
8 1 / " TER VAULT . V_A. LICENSE_ # 0404-001401
f 11 V m �� V -2155. 1 / WA Z
PHONE NO. [phone]
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1 / 0 FAX NO. 434 79Z-3685
f \ �- g» P�l \�-a 1 \ TC 2160.66 1 / u - - ! I J~
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7 J x -x =-xSs S5 -- S5 - -� S �� s,,� cn = \ , 1 ( / / /
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2159.34�\ \ \ \ Q 1 6449 FL 2154.44 1 SANITARY CLEANOUT
_ - q 16395 C 1- THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH
FL 58.84 \ \ \\ 216 ry TC 216439 O r i
f 1 ♦ - - - - - - \ .`�o : . . TC 2164.3 TC 216 . TOP=2171.15 APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS,
- \ fL 2164.09 e AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING
I' 1 \ \ \ �0 `L FL 2163•" FL 21 a INV 2159.85
N i1; 1 r TC 2160 , , Off` ..ram �+++ \+• TC 2164.3 m -7'I 1 1 \ s y THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW O
1 r FL 2160.37 SPOT 2160.bt� '�`"r _ 2116 \ FL 21638 ! }\ \ I -r`� TC 21 S 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF
SPOT 2161.0 \ \ 0 m SPOT 2164.55 16 O--� ` 1 \ SPOT 161.75 \ OT 21 50 Q m 1\ ` \ i TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH 1
,, AFC I I \ I \ TC 2164. REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT U
\ \ I PUBLICATIONS UPDATING THESE REGULATIONS.
UMP \ I \ 2162 FL 21 T�
ROUTE �1 �p I \ - �� \ SPOF216 2 ,;. � \ \� �.c.:
' �o \ �1IEW SHEETZ TORE y �'�:rd 165.35 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING
SIGN I/ ` �11 � �_ �\TC 2160.70 � c® ® � ! � TI 216L64 \ • r- 2162.21 - ' \ ' 11 2162.77 � C 164.39 ` � � \ \ � 1` 64.85 ~ �� THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS
TC 2160. I ' � rt \ I 21 4.7 TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BED. m
U 12160.20 a SPOT 216L25 SPOT 2161.82 SPOT 2162. 164.39 ai,v\ \ 6879 SQ" r �" ``� SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE '
\ \ ° \ E-STOIP 21 4.25■ CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH a 12159.81 I \ -- - I o \ - -
/ :70 \ ,f \\ �\ l _\ N I , CONDITIONS AND CONSTRAINTS OF THE SITE. L
.89
/ \ I - E \ _ • \ \ \ I� 21 24 \ �.,G \ 7�97 S M \ \ 3_ BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL
\ A I \ i • \ \ I \ 0 \ \ Q � 2 65.58 I BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES.
BEGIN WALL . \ �- -- -� ! THE CONTRACTOR SHALL NOTIFY THE ONE CALL UTILITY 7
\ \ \\ T \\ \\ W/AWNING �" F 2 �5a$ I , JAl 9P�,'ABH SERVICE NUMBER FOR THIS AREA. THE LOCATION OF ALL q
ELEV. 2153.0 \ m I ( _o® �o� ■I SPb 2161.36 SPOT 2151.93 \` ■ SPOT 6Z \ \ TC 2 4�9$/ 1 i DB 1 23'. P - UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE
y \ \ \ \ SPOT 2153.84 �y:- \ F.F. 2164.55 � " ` 1 I AND MAY NOT ALL BE SHOWN. IT 15 THE RESPONSIBILITY OF
/ q\ 1 \ J' I �+ 11 2161.8a p° n 162.38 \ 11 2162.9 1 \ E � \ \ ` c5 1 I PLAT SLI THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT W ETA
/ n \ ' N I ��m N 1� - = ��' \ \ \ =\ l I I PIN 9643- LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 1� w
\ \ �' I \Q7 1 ti I / 1 \ - \ \ \ I I CONTACT AIRPORT FOR PRIVATE LOCATIONS.
/ ®\® p SPOT 2161.3�. SPOT 61.93 SPOT 2 2t;7 I t E '
_ . \
\ I \ rn I TC 2164.20 l SPOT 64.20 \, • f . T e f ;
`,INI�T \ q� I. ._� I _� \ \ ,' 0 • q �' iT I_ a ��\ d� _ �L* \SPOT16429 can I 4. ALL EXISI1NG TREES. VEGETATION, PAVEMENTS, CONCRETE �Tl
EED r \• 216389 o� :y - y6 - FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL ^ I
l Ln •SP T *161.24 \ T.. > �` s, T 2164.17
BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION rr^^
S GN I \ ? OT 2162.49 'i ;� \ �. .-�. • \ FL 2164.17 t V 1
\ a L ) I ■ ■ �'j Io. #..•` AREAS UNLESS NOTED OTHERWISE.
\� I \ I SPOT 2161.25 \ APOT 2161.82 \ r 1 SP0�162. 8 "{ i - r • • - • \ C 2165.22 \
I -- -� \ \ OT 216 29 \ \ OT 216 29 y ( \ 5. ALL SLOPES SHALL BE 3:1 (HORIZONTAL:VERTICAL) O
/ \ \ ♦ - TC 2164. 4 OT 2164 \ ■� 216472
I -� --- --�. \ \ MAXIMUM UNLESS NOTED OTHERWISE.
\ \ I - \ j \ R 2163.73E i i \ p \ ii \ f A I TC 164.62 \
IB `A &T \ I O� If\TC 215 4E A~ai . p� 1 �\ I 1j 61.64 \ ,I O \ 9 10 V 1 12 I ! 4 \
M FL\2158.91 2162.2E . >\ TI2162.7/I\ - ` \ 2J6, I FL 164.12 \ 6. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST
+ \ 4� \ TC 65 0 BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE
_ 2159.78 rr'I `� \\ TC 216 1 \ \ \ 216 \ \ \ 164.27 2 65.00 \\ OWNER UPON COMPLETION OF THE PROJECT.
FL-A TW 2158.0' \ \ I 2159.28 \ i ■ ■ Ii �\ FL 2 63. 4 \ \ ` \. 7 Tc 452
,U SPOT 2161.E 7. ALL AREAS NOT PAVED SMALL BE TOPSOILED, SEEDED,
SP 2161./ = SPOT 2162.32
GR 2149.5' q\ I I I aT 2160.16 `�' - , TC 21 \ \ I V MULCHED, SODDED OR LANDSCAPED UNLESS OTHERWISE
H 8.5' / \ = 216 ] TC 2164.14 \ SPOT 2163. 9 SPOli2163.51.4 TC 4.2E\\ SPa 21 TC 4.02 �` \\ NOTED IN THE CONSTRUCTION DRAWINGS, SITE
E SPOT z 9 88 4
� - / 1 �1 \ 1 I ��� T 2161.07 SPOT 2161.75 SPOT 162.50 � � fr 21638E \ 21637E \ 2163.5 � i END WALL SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
\ TC 216 G75` HCE ELEV. 2167.0' 8. CONTRACTOR SHALL REFER TO THE GEOTECHNfCAL
GAS � G GAS� GA5 21651$ G 65 5 1
FL 2159.28 \ - \ 2 \ 6g \ \ FL 216 . \ SPOT 2163.89 FL 2164.68 ft 21S : 4 1 r
I �\ �1 C.O. \ \ �i FL 2161.82 \ ' \ \ \ REPORT PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. rl
OG lay } 1 i TC 2159.65 1 . _ .. 1
a 1 q 1 I♦ FL 2159.15 }, \ \ TC 2 \ \ TC 216281E ♦ \ \ \ _ _ _
I ' � �r�� _ � � �O / � 9. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN
\ FL 2162.30 . -- __ _ - - rw 2170.o
- TW 2157.0 �, - TC 2159.38 \ \ rC 2160.75 216E ` 2151.00 4 ` TC 2 62.4� \ = !J = - - w
' R 2155.88 GAS SERVICE 1 \ \ ♦ 16 .73 \ \ 1�5$,'� J _ - �- THIS CONSTRUCTION SET FOR OTHER PERTINENT
INFORMATION.
O GR 2149.0 / 1 /Fe�tSg� GAS l�-- GAS GAS a 9rCsn GAS GAs i I �L 2 61.9E FL 23 \ FLU 1 4SY t ` - � 6575 _ _ �216567 r_ GR 2166.0
O \ \ I \ ! \ \ \ \ FL 2 6 . - - - �FC21$51_ _ _ = - 10. FILL MATERIAL SHALL BE FROM AN APPROVED SITE, A
,. H = 8.0 I \ 158.82 � \ \ O I 7 7�- / l ��ff, \ ` H = 4.0 LETTER MAY BE REQUIRED BY THE COUNTY OR DENR. E&S
7158.2.E\ TC 215..15 \ I I 1l. L�\ 9Z Z \ ♦ Z7/ l.` 61 , 3 /1 /' ,'TC 21 , 444.
_ INSPECTOR STATING PROPER E&S MEASURES ARE BEING
/ \ 9.15 21Bd \ 1 ♦t r J' \ , / FL 65.30 USED AT THAT LOCATION.
5 TC21 I / / ' / / SPOT1654L - �/ - � „
O I \ \ J \\ 58.8�\ l 215 57 \ / , -
II \ I \ �>L 35 \ TC 215 . 2 l ` I RF �6' l ,' \ O f 2165 / O -/ - , . / // GR 2166.Q
\ ` I O C \ C C C 7C I 2159 FL 2158.72
Z167
_\ _ ______ _ I r1 I AI?ctT ' ' ' TW 2173.0 ' , ' ' TW 2174.0' / ' R
I - - - _ - -
/ � � 'tom BEGIN WALL Gf? 2166.0� , / TW 2179.0 _ - - - - - .�•' ��'�
7 �X- TRAFFIC � - _ - =- __ - _ _ 2158\ - -
/ GR 2166.0'
\ \ � GR 2166.0
- - f - - s _ _ _ _ _i �� - `\ \ \ ELEV. 2167.0 H - 7.0' \ H = 8.0 �
- - - - - _ - - -1� � �s � ~ '� �� � ` �� / r �� �� �, /l ' J J /f / / - H 130 EA
-------------------
o,� �_ _ - _____ - _ - Tw2159.0' - - 1 , / } , I 1 I 1 1 I j 1 \ i , ' : � 27 0Z
END WALL _ _ _ � _ _ _ _ _ �
s . � - - - --- - GR 2151.0 _ _ - \ �� 1 1 I , 1 1 , ~ :2 moo .
ELEV. 2148.0 I - _~ _~_ -- _ - ' \ 56- ,\ \ I 1 1 I 1 I / f I 1 I I I I I i i i 1 1 1 ,' F'vcri���
- - - - _ H = 8.0 r I 1 i � � _ '���LC! GPI,.••
143 \ \ \ \ \ - - 1 ` \ \ \ \ 1 1 1 1 O t o -b - o - o , 1 e�i+an�aaasaa
_ , 4 ♦ \ �\ �\
I TW 2157.0 - - - - TW 2158.0' - - \ ` 215 - _ \ \ ` , 1 , \ t 10 \ \ 1 o
BEGIN WALL i _ _ _ _ _ GR 2150.0 I -\ t 2 - _ \ \ \ \
I ELEV. 2151.0 i IH = 7.0 , H = TW2156.5 \ \ _ o - I i /
I I { \ i I \ \ \ 2154
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GRAPHIC SCALE
23 of
I Call before U dig. /, - 20 0 10 20 40
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1 I ( IN FEET ) Scale: 1" = 20'
, /, ] inch ft. Project No.
J 23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
SUITE-B
1 10 EXCHANGE STREET
_ DANVILLE, VA. 24541
- - -- - - - - - -
-
a ° ,- / / / / / �?` L// / / , // ' ' ,' _ - 1 1 1 \ �` ` / ! I \ j I �„ • , \ 1 [ [ N.C. LICENSE: # C-2577
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' PHONE NO. 434) 792-3680
FAX NO. (43 ) 792-3685
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f I rr II I !r + r r1 1� FL 2146.08 � FL 2143. � FL 2143 70 TC 2144.
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T 2,f4,i33 U Z142 TC 208.80
2143.27 1 8 - _ _ - FL 2138.30
FL 214277 Zl - - - - - - -- - - - -
\ TC 214312 N ,` '\ '_q
FL 2142.62 UQ
2141.87 TC 2139. \ TC
2141.37 FL 2139. 5 TC 2131.13 \ rr
E
I i �(� + N 1\ r /„E 1'�' TC 214LOO fL 2130.
iin / 1 -3n n r EfO X TRAF C FL 2140.50
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x x - �, x TC 214L29 _ -T 36.85 TE A /�'•-
/ �`�1 � x _, 1 " �x X FL 214079 _ _ - I F .2136 ' _ / N_ i - 0
TC 2142. 5 -x , \ \ f
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FL 2140.70 x - ems- - 1 �� / 23198
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_- 153.0 , 1 SPOT 214ozs ._ - - - - \ /
2 A _ - p1� ,\SPOT 203.04 1 ��i� LIAM
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GRAPHIC SCALE 20 0 10 20 40 24 of Jr
IN FEET
Date: 5/22/24
{ )
i inch = 20 ft. Scale: 1" -- 20'
Project No.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

1A &10
s�-I- WCSE—RE LLC.
p' I PROFESSIONALS, P.C.
��' 2�s 1`\♦ - ,= a �/ /1/ / DB 3928 PG 87 RIVER RUN EXECUTIVE OFFICES
rl � ��f PLAT SLIDE 1287 / SUITE-B
PIN 9643--72-3740 REMOVE ONLY BROKEN 110 EXCHANGE STREET
OR DAMAGED TREE
AIRPORT P R�C RQAff /' �� ��+ PARTS. SHOULD
_ — — -NOR7H—CAR�IAh4- �E.�R/�T_MFjNT�/F1287
TRANSPOPvfA TION /� WILTING BECOME A DANViLLE, VA. 2454 i
frO�O `JI�/ ' 1 fJlr �B~1a�/��1 L7 ��1L SL
V, b/./ 1 1`L}'I PROBLEM, UP TO 50%
_ 1 OF THE LEAVES MAY
o n jb y n r ~ ~ ~ ~ ~ 1 ~ _ GAS \\\ ti BE PICKED/PLUCKED
. _ , �� GAS\ _ \ t FROM THE TREE N.C. LICENSE: # C-2577
a 'v o GAS 5 \\ V.A. LICENSE: # 0404-00 1 40 1
10
\ START TREE WRAP AT THE BASE
- \ \� SJ ,�' 2 CL 4 wa r�R VAULT OF THE TRUNK. TIE SECURELY
SJ \\ �// R/W J I FROM THE TOP TO THE BOTTOM
p Z �� \ \ t , \ - to AT 2' INTERVALS WITH BURLAP PHONE NO. 434) 792-3680
SJ r� ,S ` TWINE. FAX NO. (43J 79Z-3685
~ 0 1� �~ _ _ i ' ♦♦ \ \ c� - _. . _ _ 1 CL 3 I ^ 2 x 2 STAKE
~I ♦\ \ CS `' x %- - - X. xSS xss XSS S - 1 `T
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°\' x x.. x - - 1 3/4" NYLON STRAP
S �-xss x� xss SS - - Ss SS �S L CL 2 CL S 4 ARP�� 48" MIN. g•_�2 „L \ ABOVE GRADE
L, TOP OF ROOT BALL 2" ABOVE
FIN
SH GRADE OR AS DIRECTED
3 MULCH BYILANDSCAPE ARCHITECT.
REMOVE WIRE, BURLAP AND TWINE
I _ 6" EARTH FROM TOP 1/2 OF ROOT BALL.
f; FINISH GRADE
! SAUCER
- � f/ 1
I UNCO Jf , 11 11S�? Q
J80 F r I I O 1 / -1�1-1 I II ,. ' EXISTING SOIL
60 I I ; ' ' \ \ - f - x 4 W W 24" MIN. -SOIL
I I I I SOIL BACKFILL TO BE
� X-CgTV UMP— 5 � I \ I 1 � / y �� BELOW GRADE II SAME AS THE SOIL THAT
2 2 JN �2 JN JN �� Q —. _.__-.___ _� �� --.---.--- --.--- - — — — - THE
i z T ..--- I�ks JBO I II TREE I5 TO GROW IN.
216 ti S s �� F a y III
1 UMP—CA Fri s '� MAKE HOLE 1' WIDER ON n
I C.O. °� I — -21� " \ 1\ \\ I a-- ALL SIDES THAN ROOT O V
l 1' ROOT BALL 1'
r '1 GA I I CL fT1 ♦♦ \ I l BALL DIAMETER
/ I \ \ \ \ \
1 \\ I ' I .SJ 3
UMP 1I \ 21& \ z \♦ 1 f
1rE �, , 1 + , - \ \ \ \VIEW SHEETZ JTGRE 1 �
-, . . �' = ,J \ t �.., ?f `�' TREE PLANTING
`��', d- I I\ 4 ' ■ \\ �_ \ I S II —' `� - .-' .w \ 6879 SQ. FT. °i TREES 2-1 /2" CAL OR GREATER. N V
I , ' ILr7 �'I 0 I \ I� �. h�s. �._. \\ I i NO SCALE
1♦ , L \, , =E-STC NOTE. W
♦ \ ( -\ I - I C \ tl- \ \ 1_ STAKE TREE ONLY IF WIRE BASKET IS REMOVED AT PLANTING OR ROOT BAH IS TOO LIGHT
♦ .0® � 1 I \ \ ni
89 J II WEIGHT TO HOLD TREE FIRMLY IN SOIL. DO NOT USE RUBBER HOSE AND ROPE OR WIRE FOR
�� \ JJ \ I \ \ \ ° \ \ ``` C• ��9� SQ. f-T
_I \ ! STAKING. W
\\ \\ \\ I f 2. ALL TREES ARE TO BE NURSERY GROWN AND LOCALLY ADAPTED, BALL AND BURLAP (B&B)
1 ` I \ -� I ` \ W A WNING \ I1 PREFERRED (CONTAINER TREES THAT MEET HT AND SPREAD REQUIREMENTS ARE ALLOWED WITH
1 ("Y) 1 • ° \ . r \ / APPROVAL OF LANDSCAPE ARCHITECT. r�
I a� I I t \ \ \ 3- REMOVE ALL TREATED OR PLASTIC-COATED BURLAP STRAPPING ER F Cn
\ �-r al...��� \ E OR TWINE FROM
! \ F.F. 2164.55 1 r ROOTBALL.
4. FOR CONTAINER GROWN TREES, CAREFULLY REMOVE THE PLANT FROM THE CONTAINER AND CUT � w
1 \ r 4 I i��p`y I \ 0 \ 0 \ I\ \✓/ �\ [ may: \ \ \ y�l �` ANY MATTED OR CIRCLING ROOTS.
[' I \ \\ \ \ / �4 \ I \\ \ \ J 5 5. WATER TREE AFTER PLANTING. FOR MULCH, USE PINE NEEDLES 4 INCHES DEEP (IN
7 J \ 1 \ d- I \Q `�
\� I �i \ / • ' = ` -�\ LANDSCAPE - 15 FEET AWAY FROM BUILDINGS) OR SEASONED MULCH 4 INCHES DEEP (WITHIN 15
1 I \ \ \ \• i f • I I . I i c� is i ' I I ��
r _� °� { . , . . \ • , �J 7 ; • • •\!p i �- ' _!. f ' \_ _. 1 I FEET OF ALL BUILDINGS)_
Ivry T 6- TREE WRAP IS REQUIRED ONLY WHERE SUN SCALD WILL OCCUR AT TREE TRUNK OR AS s+
Ln
\ \ r \ .; \- > �'� � , DIRECTED BY LANDSCAPE ARCHITECT_.
f t
SIGN �` a I . ` i E .I ■ ■ I♦ \\ r 1 tid w:_ f \
\ \ {J \\ TOP OF ROOT
I T Q \ I '} \ BALL AT FINISH
C4C r r ` C� r`\ I \ I \\ \ \ 1 4 i t v / tJ 9 10 \V \ [ L I I � I S S \� GRADE OR HIGHER. O
r
3 Y � \ \� 1 I m i \ I l �� � -. � \ �\ \�\ � \\ I As DIRECTED BY
\ \ �� 16' \ LANDSCAPE ARCHITECT.
[ I r \ \ \ \ \ ? \ \ 3" MULCH REMOVE BURLAP AND
TWINE FROM TOP 1/3
/ G� , r i I •� ■ ■ \\ I� • \ \ \ \ \ 4" EARTH OF ROOT BALL.
\ �� & SCARIFY ROOTBALL.
SAUCER REMOVE CONTAINER
GRADE
7 CL 2 \\ ` �4�5J \ CL G FINISH
`\ I-7 GAS `GAS G14S GASHERVIc AS CL
CD 8
�c.a ♦, _ G � 1' f CD 4 \\SJ � CD y�. \ \\ C \, J f f �.
\ Q \ 1 :2?6�- — ; SOIL BACKFILL — l=1I I ICI!I I—I I I I i I I I I I ICI I I — III—III
I/ 1 ©` 1 \ CD U 2161 o3 s \\ \ �� i�- -- - = ` ~ ADD 4" OF SOIL CONDITIONER
OVER ENTIRE PLANT BED. TILL IN
, � GAS SERVICE ♦ I \\ \ � \\ �/ C < � {� ` ��_ -�- - - 1 _ TO A DEPTH OF 18". 12" MkN.
I I GAS GAS GAS GAS GAS q _
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O
PLANT LIST } o
I— I=
KEY QTY BOTANICAL NAME COMMON NAME ROOT CAL SIZE HT SPACING REMARKS GRAPHIC SCALE (n co z a-
TREE SHRUB 20 0 10 20 40 Ld
CK 5 CORNUS KOUSA JAPANESE B & B 2" 8' HT 8' O.C. MATCHED BS 60 BUXUS SEMPERMRENS DUTCH BOX 3 GAL 24" MIN 3' - 4' O.C. j w
DOGWOOD MIN MULT-STEM 'SUFFRUCTICOSA' DWARF bi 00 o
CS 3 CARPINUS EUROPEAN B & B 2" 8' HT 8' O.C. MATCHED DN 31 DEUTZIA GRACILIS NIKKO DEUTZIA 3 GAL 24' MIN 4' O.C. 4 ( IN FEET ) c
HORNBEAM MIN MULT-STEM NIKKO 1 inch = 20 ft. p o
CD 50 CHAMAECYPARIS HINOKI CYPRESS 3 GAL 24" MIN 3' - 4' O.C. C z
AS 7 ACER SACCHARUM SUGAR MAPLE B & B 2" 8' HT 8' O.C. MATCHED DWARF Q
MIN MULT-STEM CL 37 CLETHRA HUMMINGBIRD 3 GAL 24" MIN 4' - 6' O.C.
N N
TH I I THUJA OCCIDENTALIS EMERALD 2" 6' FF = I I
'SMARGD' ARBORVITAE MIN Si 45 B IRMAE�AD JAPONICA BUMALDA SPIREA 3 GAL 24" MIN 3' - 5' O.C. o o CNJ a
TC 2 TSUGA CAROLINIANA CC X
CAROLINA 2" 6' HT JN 37 JASMINUM NUDIFLORUM WINTER JASMINE 3 GAL 24" MIN 3' O-C Q
HEMLOCK MIN r N Q
TOTAL OF 29 TREES TOTAL OF 260 SHRUBS � Sheet No.
ct
25 of 37
Q) Date: 5/22/24
SODDING MULCHING
Scale: 1" = 20'
Project No.
23-034—B011\eng\dwg\
F-23034—PLAN-2—REV-2.dwg

WCSE-RE LLC.
DB J928 PG 87 NOTE-
to1AIto to to to to to /t.0 to .0 .0 $.1 $.1 $.1 $.1 .1 t.1 t.1 t.1 to to to to to to to to �� .0 to PLAT SLIDE ' -28A-0 to to to to to to to to to to to -ALL AREA LIGHTS ON NEW 20 FT. POLE MOUNTED ON 3 FT. CONCRETE BASE
PIN 9643- 72-3740 PROFESSIONALS, P.C.
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SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC LABEL AVG MAX MIN AVG/MIN MAX/MIN z
24 A Single 13800 1.010 B3-U3-G2 110 2640 Cree Lighting CP5-20L-4OK9-DF-UL-DM-XX-Q6-HZ PAVED AREA (BUNCOMBE COUNTY) 5.17 16.2 0.8 6.46 20.25 En u O O Cnn
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1 B SINGLE 11000 1.010 B4-U0-G1 68 68 Cree Lighting OSQ-ML-C-AA-XX w/PGM-1 + OSQM-C-11 L-40K7-33-UL-NM-XX PAVED AREA (FLETCHER) 3.80 14.3 0.9 4.22 15.89 � o0 LLJ
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• 18 C SINGLE 1441 1.020 B1-U0-G1 22 396 Cree Inc. PWY-EDG-3M-P3-02-E-UL-XX-350-57K PROPERTY LINE (BUNCOMBE COUNTY) 0.53 1.9 0.0 N.A. N.A. O
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17 D SINGLE 484 1.000 N.A. 6.9 117.3 B-K LIGHTING, INC. BKLT CH-LED-e69-FL-BZP-12 (BY OTHERS) PROPERTY LINE (FLETCHER) 0.62 1.7 0.0 N.A. N.A. u
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�> 4 E SINGLE 3365 1.020 B1-U0-G1 37 148 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-525-40K UNDEFINED 0.77 29.6 0.0 N.A. N.A. z
3 F SINGLE 7099 1.020 B2-UO-G2 70 210 CREE INC. SEC-EDG-3M-WM-04-E-UL-XX-525-40K
UNDER CANOPY 27.78 37 17 1.63 2.18 N N
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4 G Single 10450 1.010 B2-UO-G2 97 388 Cree Lighting OSQ-ML-C-DA-XX + OSQM-C-16L-4OK7-3B-UL-NM-XX o
ENTIRE SITE (BUNCOMBE COUNTY) 3.02 37.8 0.0 N.A. N.A. o N Q
1 H Single 15200 1.010 B3-UO-G3 97 97 Cree Lighting OSQ-ML-C-DA-XX + OSQM-C-16L-4OK7-3M-UL-NM-XX 7 o
4 J Single 9575 1.010 B2-UO-G2 97 388 Cree Lighting OSQ-ML-C-DA-XX + OSQM-C-16L-4OK7-4B-UL-NM-XX N o
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1 K 2 @ 90 degrees 10450 1.010 B2-UO-G2 68 136 Cree Lighting OSQ-ML-C-DA-XX + OSQM-C-11L-4OK7-4M-UL-NM-XX Sheet No.
AL 3 L Single 7200 1.010 B1-U0-G2 68 204 Cree Lighting OSQ-ML-C-DA-XX + OSQM-C-11 L-4OK7-3B-UL-NM-XX
10 M SINGLE 2926 1.000 B1-U5-G0 40.26 402.6 SOLERA 2SRBK6-12WLED-WW-120-U/D-E(UP)-O(DN)-WM-BZ (BY OTHERS, SHOWN FOR CONTRIBUTION) 26 of 37
88 N SINGLE 136 1.000 N.A. 4.12 362.56 Blair Companies 4 FT. LINEAR STRIP LIGHT (BY OTHERS, SHOWN FOR CONTRIBUTION) GRAPHIC SCALE
1 P SINGLE 13946 1.020 B3-U0-G1 132 132 BETALED, A DIVISION OF RUUD LIGHTING BXCT9020&/CAN-228-SL-RM-06-E-UL-XX-700 (BRIGHT RED FINISH, ORDERED SEPARATELY) 20 0 10 20 40 Date: 5/22/24
Scale: 1 " = 20'
( IN FEET ) Project No.
t inch = 20 ft. 23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

8" DIA SCH 40PO FILLED
,
2x2x3/16" RECTANGULAR WITH CONCRETE PROFESSIONALS, P.C.
STEEL TUBE FRAMING WITH RIVER RUN EXECUTIVE OFFICES
DIAGONAL BRACING 4"x4" TUBULAR STEEL FILLED W/CONCRETE SUITE-B
cv AND CAPPED. PAINTED DARK BRONZE with > 10 EXCHANGE STREET
12"x12"x 2'-9" mini. concrete footing-
p� 30'-0" TYPICAL OF 4. see 4%4" bollard detail DANVILLE, VA_ 24541
FOOTING
28'-0"
BRICK TO MATCH N.C. LICENSE: # C-2577
ROTATING STEEL 3'-0" WIDE TY • BUILDING V.A. LICENSE: # 040400140 1
COLLAR SEE DETAIL BELOW CONCRETE FO - ---r--
QQ �+ is � •T •-'.•• — _r:•.:y . .•s.• ''•• -• '•'.. i '.A y " '+• _. • • • - •r +.• � • .
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STATIONARY STEEL COLLAR }.' - " ` r— O" (4 4 7 PHONE N 4 3 j 92-3680
BOLTED TO POST .:•••! -a.;..� .r. L •: •• • .�. •� �: ' :•f. s: . �,,;,. •.•*. Y - -x: .� .y•:r.. . FAX NO- (43 ) 792-3685
1 CONDUIT for future r . r. .• ...+•., _ -! .;• f :. i *< _ ;r :S•- `_ :: ;�. .. •I
compactor — extend to ..- .'E' .;� .•.:A. :' r. 'rt .;;• . .• N` ..''i - ~��- " :;� :. www.landeng.com
building. re: elect. dwgs_ �=' ,'�;' •". :. '�•` �I'•:.' ' -�: "� . �: -'I.' .' '•.- :.=�' .1 ; l•
provide pull string I'. s - .' •..+ .;.• >
1 "x6" VINYL BOARDS 8" C.M.U.
1
(BRONZE TO MATCH
" CONDUIT for irrigation fry" �•t
WINDOW FRAMES) "• `• '.`
. . ..
system � • .� .. 1 I
fs••' _
011
IRRIGATION CONTROL �'•'•�`. •,' '�: 's. :.•��
CONCRETE PAD, PANEL ��.'."' _' U SEE PLOT PLAN �' -
STATIONARY STEEL '` ;It• 1 _I LLI"• ;.•" • o
CANE BOLT COLLAR WELDED HOSE HOLDER o' t:' Y `L W
(SEE DETAIL BELOW) TO POST
MOUNTED TO WALL =.•. :' ;. •=.
GALVANIZED ,f
SLEEVES . :• _ _s *� WO _ • _ k .;'
_: 3,
(EMBEDDED IN CONCRETE) ."`. I' �.` ::•
a o
BROOM HANGER MOUNTED �,_" - : __ 1'-0" � �w:•• S•. ;.-: . �'. . . �� :3:•-• � U
GATE AND POST DETAIL f ` 'I ' '` I ''`• y
TO WAL :' r• , .� .�——— 26'-0" -: = V V1
FOR QUANTITIES OF GATES AND POSTS SEE PLOT PLAN °� + '� I°.+ ~ •f.: :`•' �.�' INSIDE OF ENCLOSURE TO BE PARGED AND — .S•. : :,•:iI .
. : .- t ,� • _ - •: 1 _0°° PAINTED DARK BRONZE 1 01 . ..J.. - : .; �� 1 —0
y . 1.4
s o N U
U z
6'--•6' re: detail this sheet
» ,; 5'-2" GATE
2 X12 TREATED COVERED zi 7 —2 t x
WELD COLLARS TO GATE FRAMES WITH DARK BRONZE
A.C.M. - 6'-0" 2'-0" 18'-0"t
ROTATING STEEL COLLAR TO FIT �' 1'-0" 8'-3" GATE (TYPICAL OF V-0"
AROUND 8" DIAMETER POST (FILL 2)
\<
CAVITY WITH HEAVY DUTY GREASE) - ; p I CI n view
0
(SCALE = 3/8" - O
PLAN VIEW
#5 @ 40" OC Qi
HYDRAULIC MALE GREASE
FITTING, DRILL AND TAP ~''=
HOLES
SCREW FASTEN BOARDS TO GATE
FRAME MEMBERS, INCLUDING I REINFORCE EVERY OTHER
DIAGONAL BRACES COURSE
HINGE COLLAR DETAIL 8" CMU
SCALE: NOT TO SCALE
GROUT WALL WHERE 4 `��,,, r •�, ••
REINFORCING
OCCCURS
DARK BRONZE ACM CAP L _
43527 ❑
O .
EXPANSION JOINT -�~•, ���°'���NGf NEE�������
AS REQUIRED �'':' '•., +CAM *ME
NMI IMrm
�,.••
C4 NMI 1111111001111101010 NMI
8" conc. slab ME 3:
NMI I=== NMI }
o o 1 " NIPPLE WELDED ¢a ":ryu: \\ \\f�\\ \\ \\f�\\f�\\ / BRICK TO MATCH BUILDINGNMI
1 4" STEEL TO PLATE
/ /\�\/ NMI
PLATE Im . ,� / / / / /
2 NMI MEEK
COLLARS STONE SUB—BASE4 4 Q
\/ w Ell
12" CM
1\0
� /
/ 12" C.M.U. FOUNDATI
FASTEN TO o o ¢ I I I I I I I „ z
GATE AT o#5 @ 4D 0
v
(6) PLACES � Ld
LU
3 4" DIA STEEL ". 6 a a /\\/\ a _ a I l a.e a _ a :4
d °. v ° d a5 ° .4d
v LrJ
7 v a _
in
ROD WITH 4" LEG :Q e �\\j 3'X V-0" CONCRETE U
p I 4• Q.a. : �a \\ \\ FOOTING z z
�. 4 : , ,, FRONT ELEVATION
SCALE = 3/8" _
3 #4 BARS 1 �-0" N I LLI
CANE B 0 LT DETAIL CONTINUOUS a
D U M P STE R GATE DETAILS - ELEVATION VIEW
' '�
SCALE: NOT TO SCALE Sheet No.
27 of 37
Date: 5/22/24
SECTION DETAIL DUMPSTER ENCLOSURE
SCALE: 3/4" = V-0" SCALE: 3/8" = V-0" Scale: AS NOTED
Project No.
23-034—B011\eng\dwg\
F-23034—PLAN-2—REV-2.dwg

I
PROFESSIONALS, P.C.
_9%1/2" EXP. JOINT MATL. W/CAP air machine PAD NOTES RIVER RUN C=XECUTIVE OFFICES
(FOR USE ON STOREFRONT CURBIN
ONLY) ELECTRICAL NlO WIRE EEDS�E 20V WITH �30-AMY SUITE-B
4'x4'bumper post tabular 6' 1/2`R POWER CONDUIT FROM BUILDING TO AIR CONCRETE CUR 4'-2" 1 0 EXCHANGE STE�
MACHINE IS TO BE RIGID PVC WTIH FIRST DANVILLE, VA. 24541
steel with Past cop *SIDEWALK
AND LAST IV IN RIGID METAL CONDUIT AND
8nx1/2" EXP. W/CAP AND EYS FITTINGS AT BOTH ENDS. TERMINATED N
SIKAFLEX FLOWABLE JOINT SEALER
RECESSED 8" PVC SLEEVE UNDER AIR
JOINT SEALER, concrete only, or ac20
MACHINE
USE WEDGE ANCHOR BOLTS TO MOUNT AIR � IL
d a
.I Q 4000 PSI FIBER REINFORCED 1/2" �11 S"x1/2" EXP. W/CAP AND SIKAFLEX FLOWABLE STAND. o
4 `n 6" N.C. LICENSE: # C-2577
' 4 CONCRETE parking area FINISHED GRADE V.A. LICENSE_ # 0404-00 1 40 1
BOLLARDS ARE 4` X V BUMPER POST To BE I
sealer with asphalt PAINTED DARK BRONZE_ '`1 - If I
maximum distance from final grade to tap
❑�_ ❑
sideMalk(see architectwal 4000 PST FIBER REINFORCED Q - — Ell - Ll- - button on air machine to be 48' - LO
pions for details) fi• CONCRETE pwkiae area I 4- _ _ I - '" p g pavement section r PHONE NO. [phone]
parking area CONCRETE CURB 2500 PSI MINIMUM FAX NO. [phone]
a e (refer to site plan for type) 1'—�" f7BER REINFORCED
a THICKNESS PER
a Q 4 4 PAVEMENT CONCRETE SLAB OVER 4'
a E SECTION PIAN VIEW AGGREGATE BASE www.landeng-com
twwkness per
a pavement section <7
4 4" MIN. CRUSHED STONE $A
S'erastd stone base -
CAST IN PLACE 4000 psi fiber reinforced
compacted sabgmde CONCRETE CURB. PLACE CONTRACTION JOINTS IN $" CRUSHED STONE BASE
y a CURBING TO FORM INCREMENTS NOT EXCEEDING
4000 concrete UN. FT. AND EXPANSION JOINTS THROUGH CURBIN A q 4" X 4" BUMPER POST
TO FORM INCREMENTS NOT EXCEEDING 75 UN.
n I CRUSHED STONE BASE /'_'3/4" POWER CONDUIT - O
LOOPED FROM AIRR STAND
STOREFRONT CONCRETE CURBING
SCALE: NO SCALE top of slab 6" HIGH CURB
a =
A !g
to SLOPE
owl L, j
12' CAST IN PLACE 4000 PSI FIBER REINFORCED o
CONCRETE CURB. PLACE CONTRACTION JOINTS
IN CURBING TO FORM INCREMENTS NOT I _I -1
I�
I I } I
EXCEEDING 25 LIN- FT. AND EXPANSION JOINTS �� II I I O O
THROUGH CURBING TO FORM INCREMENTS NOT U U T `
EXCEEDING 75 LIN- FT- L — v
storefront bumper post flush, sidewalk
SCALE: NO SCALE SIDE s�E�+f_sEcnDN_ FRONT vlEw
1'-4" rA
(�) SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS SITE AND STORE PERIMETER CURBING AIR '� V 1
ON BRICK PAVER/ CONCRETE CURB CONNECTION SCALE: NO SCALE MACHINE PAD •
SCALE:Na SCALE N
H �
W w
N A
N �
SCALE. SCALE: SCALE: �' N
DATE 11/10/Z= STOREFRONT CONCRETE DATE 11/1o/2O$3 SITE AND STORE DATE: 11/1o/W23 DATE v/10/20ss
STOREFRONT BUMPER
�
POST DETAIL DRAWN BY. DAN CURBING DETAIL M BY DAB
PERIMETER CURBING DR4WN.BY DAN AIR MACHINE PAD DETAILS DRAWN aY: DAN
DATE IdY DESCRIPTION Ol DATE BY DESCRIPTION OZ DATE OY DESCRIPTIM p3 DATE BY ONS DESCRIPTION O�
1
REVISIONS MtSIONS REVISIONS REVISI W
LEGENDCOLLAR
O
SPUN ALUMINUM BALL POLE SLEEVE A B BASE
HEIGHT SIZE SIZE
40' 12- DIA 48" 24" DIA 16" DIA. O
CAST ALUMINUM REVOLVING stainless 35' 10" DIA- 42' 22" DIA 12' DIA.
steel BALL HEARING TRUCK
FLAGPOLE
refer to flag pole / a
detail for pole METAL COLLAR information / flag pole flag pole light
/
FURNISHED WITH foundation foundation L`
1 SET HALYARDS (SECOND CLEAT FLAGPOLE $AND FILL.
AND HALYARD AVAILABLE ON /
REQUEST) finished GRADE AULK TUBE FORM 4 1 /
C
_ — die cast aluminum \
housing and adjustable bevel top
Qo arm mount slightly in all
pp adopter led light directions to ' 1
SWIVEL SNAPS BRONZE I I_I I I If 1 I I I_I I I {supplied by sheetz} shed water I 1I
/
-III L FINish GRADE
SQUARE OFf TOP
rs$I \ `
Y-0' OF - I a
yffN t -I III= 1" DIA. RIGID CONDUIT
a I ! 4 FILL FLAGPOLE �.` �� '•
a II I ! 8'-0" =p
44 III —TREATED LUMBER a (MAY VARY) 4
I a — I'-WEDGE (TYP-) =
1 CAST ALUMINUM 1" rigid conduit with wire `a ° / ±� 43527 0`
I III-III NOTE: CONTRACTOR INSTALLER SHALL
CLEAT N E •min 2500 psi LOCATE LIGHT FIXTURE SO AS TO SHINE ��/ F GlNE
1 Co cR SCE concrete AWAY FROM ADJACENT ROADS AND/OR +�/
p I�1 I 2'-0 PROPERTIES +i++�LIAM GPI...
JI
LIGHTNING ROILS, BASE
PLATES AND CORRUGATED p'
�,�.. a METAL SLEEVE FURNISHED FLAGPOLE L[GHT FOUNDATION FLAGPOLE LIGHT FOUNDATION PLAN o,�����
WITH FLAGPOLE SCALE: NO SCALE SCALE: NO SCALE
I 1=1 11-
1-
cn
i B
a
U)
see flag pole Z
finish grade foundation detail Ld
O
FLAGPOLE _FOUNDATION U z
FLAGPOLE DETAIL SCALE: No SCALE F o
SCALE: NO SCALE z
OL'J O
SCALE srattF- SCALE:- `- � : \ LUJ
DATE: 11/10/2023 DATE: IVID/2= DATE: 11/10/2023 DATE-. 11/10/2D23
FLAGPOLE ORAWNBY. DAN FLAGPOLE DRAWN BY: CAN FLAGPOLE LIGHT DRAWNer, DAFT FLAGPOLE AND LIGHT DRAWNSY DAN 00
DETAIL FOUNDATION FOUNDATION FOUNDATION LAYOUT PLAN
DATE BY I DESCRIPTION it DATE ITV DESCRIPTION 12 DATE BY ESC Dm"M i3 DATE BY DESCRIFTIaN 14 LJ O
REVISIONS REVISIONS I REVISIONS Rf:VISKM
U U
Z Z
N N
I I Ld
O
O N �
I I
00
F-1 IO
N Z
Sheet No.
28 of J
Date: 5/22/24
Scale: NTS
Project No.
23-034—B011\eng\dwg\
F---23034—PLAN—2—REV-2.dwg

6 - /6 BARS
` �. : -•
/ DESIGN CRITERIA PROFESSIONALS P.C.
CONCRETEft=4,000Psl RfVER RUN EXECUTIVE OFFICES
" REINFORCING Fy=BD KSI
9'-6_ '�` '' °• • COLOR PER SHEETZ WND= 120MPFl air machine P NOTES SUITE-B
..
i WIND FORCE=40 PSF ELECTRICAL NEEDS A 120-VAC 30-AMP
LUMINAIREEPA=2.75MAXCOMBINED #10 WIRE CIRCUITS WITH GROUND i 10 EXCHANGE STREET
SOILBEARING=Z,ODOPSF CONCRETE CUR 4'--2" DANVILLE, VA. 24541
POWER CONDUIT FROM BUILDING TO AIR
,M1w #3 0 12' 0C. PROVIDE (4) 3/4'x18' L SOIL LATERAL PRESSURE=250PSFIFT MACHINE is TO BE RM PvC wrm FIRST I 6" OR 8" DIA. STEEL PIPE
-, 3' OR 1 1/2' COVER ANCHOR BOLTS FOR 20' AND LAST 1W IN RIGID METAL CONDUIT AND
TO 25' HIGH POLES OR EYS FIRINGS AT BOTH ENDS. TERMINATED IN filled with concrete - PAINTED
Yam•.Yro• 5-e•.7•t T L
ri
' CONCRETE BASE DETAIL 3/4'00" L ANCHOR RECESSED 6' PVC SLEEVE UNDER AIR dark BRONZE (coordinate with
""�" j" ..: c a:r r-::• ::• ': "` — -- -- BOLTS FOR 30' TO 35' MACHINE. a sheetz
o o ) N.C. LICENSE: # C-2577
Hfc�I POLES USE WEDGE ANCHOR BOLTS TO MOUNT AIR J J V.A. LICENSE: # 0404-00 1 40 1
::'-•; :r .-: ,... ,...►. ,�'•;.• � ..1,. I I USE LEVELING - „
STAND. O 6
NUTS AND GROUT
a--,�+i::s•:_ sue:-;•moo *r BEVEL T N0. 6 COPPER I I BOLLARDS ARE 4' X 4' BUMPER POST TO BE I Q
BONDING JUMPER TO ✓ TO LEVEL AND r
i-'•:q:;ii:•r•: s r�i:1'�'i,:r... rti• SUGHTLY IN PAINTED DARK BRONZE. Nl - I
•r.• •;rr`•�;3T .t: '"'' ':=:k ALL POLE i I PLUM LIGHT POLE�_• .��_ 5,.: ::• d- I '_4++ PROTECTED ITEM
;Y.` •`;' r;w:'::j.:�},' -.: r�;� -" maximum distance from final grade to top - ❑_ ❑
,•'. �c• ,+• ti. DIRECTIONS
:h:y:•`i "s• ''` Irk �:""„' TO SHED button on air machine be 4s" MIN. PHONE NO. 434� 792-3G80
24 DIP.
`s ,` _ WATER I I. FAX NO. (43 ) 792-3685
CONCRETE CURB ° ++ 2500 PSI MINIMUM
9" a'- a 4'-D• 9" `. °I I• i; 1 -4 FIBER REINFORCED
CONCRETE BA �; I. I I.I CONCRETE SLAB OVER 4' WWVV-landeng.com
V1. "�®� . , ,. EXPOSED PORTION TO j � AGGREGATE BASE
r — HAVE RUBBED FINISH � -
PLAN VIEW
� PLAN -• ' - . -
•a ♦r. ep
•�•• ••` •.•1 ..•.. °�.
H.
FINISH GRADE • ' i=
I�j' . .:` 4" X 4" BUMPER POST I 400Q psi POURED O
r 'fi} ' v "� Z CONCRETE
,! y 3/4- POWER CONDUIT
/ / / / ` •, y \��\\�'\`�'' LOOPED FROM AIR STAND
• _ ` II. �
\`\\`\�\\\\\� tap of slab 6' HIGH CURS I�l
: 4 4 ` \` — III=111= W
°0 101
DWR
CONDUIT ELECTRICAL
ll CONTRACTOR ,
}' •�: ""'1°"�"- ` /\/\ ',.� F '.�• (24' MIN. DEPTH) I I d I I I I j 2 -Q
® _ I I - I I I I o
• u u u U
• • SIDE SECTIT ON VIEW FRONT VIEW T^
i ` L' E. Lei
• •' 1' 4" T7 »
9'-6� ' ' .• HEIGHT EMBED.DEPTH 6 ORS DIAMETER PIPE BOLLARD •
+• �,:�. -- 20 r SCALE: NO SCALE
AIR--MACHINE PAD,
SME_ NO SCALE
ELEVATION (1) 8 FT LONG x 5/8' DIAMETE
CLAMP
ROD dt
SECTION "A—A" GROUNDW
r.Ll
r)1 10 COVER IF FOUNDATION
INSTALLED VNTH SONA TUBE.
POLE LIGHT DETAIL 3'COVER IF FOUNDATION
SCALE: NO SCALE CAST4N-PLACE
SCALE: : SCAIE SMUE. W W H
DATE DAM fi" OR 8"
PROPANE LOCKER �'1DnD23 POLE LIGHT DATE u/iD/2D23 AIR MACHINE PAD DETAILS DRAWN 8 W'pr� PIPE BOLLARD D w1D/�,�
DRAWN BY. DAH DRA
(AT BUILDING) DETAIL DRAWN BY: DAH DAH DRAWN BY: DAH
DETAIL
DETAIL
DATE HY DESCRIPTION i9 DATE 6Y DESCRIPTION 33 DATE BY DESCRIPTION 05 DATE BY DESCRIPTION i7
RMSIORS REVISIONS REVISIONS REVISIONS
(v�1 V1 r/1
o
o
*"EMERGENCY SHUT-OFF" EDGE OF PAVER SIDEWALK / CONCRETE STRIP
i
SIGN, RED BACKGROUND W/ ©
EXTERIp n ,
WHITE TEXT 2'--p"' ICI
"EMERGENCY SHUT-OFF"
E-STOP BUTTON 12" SIGN, RED BACKGROUND W/ M77-07) O.)
BUMPER 2
WHITE TEXT a,
BUMPER POST u
100 5, 0.. 5'-0„ 5' 0„
3/4" SEAL OFF EXTERIO 3 4" SEAL OFF u N
LOCATED AT _z E-STOP BUTTON LOCATED AT
HAND HOLE _ HAND HOLE a`n1
o c �
3/4" CONDUIT \—Pclined 4'• 10'-0"
IN BOLLARD
3/4" CONDUIT min. STRIPE
6" x 6" iv N 9" IN BOLLARD _
BOLLARD I HOLD p
GRADE GRADE CI.+ O o�In o : 0�of
0 0 I �pLL
Z t• �� 4, �' I I WVI 3
I :•r N N 6" X 6" 527 0
=:; BOLLARD I 4" stone base under -7 O.`'
r •g �' + 6" thick concrete pad GIN
x ':.i +�• • UST VENT PAD /(O
•+'� i - PSI FIBER
;� Bumper post DETAIL •���irA�++100
Z FIBER SCALE: NO SCALE oI0`y
3' 0" REINFORCED
iff) CONCRETE
FRONT VIEW SIDE VIEW
II.7:S IRT.S. Y Y
j m
�w
one rYl�
2'-3" FOR 9.5' WIDE PARKING SPACE SHEETZ CONCRETE SPECIFICATION �
2'-0" FOR 9.0' WIDE PARKING SPACE Z
EXTERIOR SITE CONCRETE Ld
USE THIS DETAIL IF PAVEMENT IS PAVED
UP TO TOP OF SIDEWALK STRENGTH 4000 PSI (PER ACI 318)
MIN. CEMENT FACTOR 588# (6.25 BAGS) 0
MAX. W/C 0.45 U Z
ENTRAINED AIR 4-5% - 7.5% > O
SLUMP 4" MAX. UNLESS HRWR OR MID [n
RANGE WR, THEN 6" - 8" cn ~ z
WATER REDUCER NORMAL TYPE A O w O 0
RETARDER NORMAL TYPE D AS NEEDED V7
(REQUIRED IF CONCRETE TEMPERATURE w O CY
EXCEEDS 85- F) 0 LEI
SCAM: CONCRETE TEMPERATURE 59 - 90' F Q
BUMPERPOST DATE: W10/2023 ACCELERATOR NON--CHLORIDE TYPE ONLYLd 0
-Rem.- LAYOUT DETAIL DRAWN BY- DAN O n
UST VENT PAD DATE W10/2D23 AT PAVER SIDEWALK THE USE OF CALCIUM CHLORIDE IS PROHIBITED0 U 0
DRAWN BY: DAH DAME 6Y DESCRIPRON 08 Z z
DETAIL REMSIONS FIBER* 1Y2" 0 1.5#/C.Y. (AS FIBERMESH 300
DATE BY DESCRIP ION 4
OR EQUIVALENT)
REYISiOlfS
*NOTE: FIBER REQUIREMENT MAY BE WAIVED, SITE SPECIFIC, AT N N LiOWNER'S DISCRETION. Q O Q
[V <
REQUIRED SUBMITTALS o0
1. FORMAL MIX DESIGN FORM
2. SUPPORTING STRENGTH DATA PER ACI 318 r N O
3- CEMENT MILL CERTIFICATION
4- ADMIXTURE CERTIFICATION AND CATALOG CUTS Sheet No.
5. FIBER TYPE AND DATA SHEETS
6. AGGREGATE CERTIFICATION AND GRADATION (COARSE AND FINE)
7. READY MIX SUPPLIER TO TEST FIRST LOAD ON SITE TO CONFIRM ��
ENTRAINED AIR*, SLUMP, AND TEMPERATURE (*INFORMATION ONLY Of
FOR NON-AIR CONCRETE)
8. ANY ADDED WATER MUST BE RECORDED ON DELIVERY TICKET
THE ABOVE LISTED SUBMITTAL DATA IS IN GENERAL COMPLIANCE WITH THE Date: 5/22/24
GUIDELINES GIVEN IN ACI 301 AND ACI 318. THE CONCRETE SUPPLIER MUST Scale: NTS
BE FAMILIAR WITH THESE DOCUMENTS.
Project No.
23--034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

FINISHED 5" 1" 1'-6" 1A &10
GRADE PROFESSIONALS, P.C.
FIBER REINFORCED cEf�xr CONCRETE 1 R TYP. ��PAVEYEW (4,000 PSI) - n"Urn broom finish RIVER RUN EXECUTIVE OFFICES
SLOPE GUTTER concrete or 00 00
ay ►+: ° OWACURBOM FA ASPHALT PAVING o o p�&" Imo ' 1 0IXCHANC]E STREET
0 2yP 0 T `�
DANVILLE, VA. 24541
° _• _ _ GRAVEL TYPICAL CONCRETE LOT PAVEMENT SECTION/ DLIMPSTER PAD
e< ,•:_ : : : : R; BASE COURSE
COMPACTED 1 8 hr 7" F113ER REINFORM CEMENT CONCRETE
SUBGRADE PAVEMENT (4,000 Psf) - medium boom IfiriM N.C. LICENSE' # C-2577
V.A. LICENSE_ # 0404-00!401
z 0 1 °p 000 7"AGGREGATE srloNE BASE
00
Ooo r�
SPILL 00
apply tack coat sealer to TYPICAL TRUCK DIESEL CONCRETE LOT PAVEMENT SECTION
TYPE
• CONCf2aTE concrete at transition PHONE NO. 434) 792-3680
t' _ , :• FAX NO. (43 ) 792-3685
• 9C� concrete pavement asphalt pavement "~"1 9/2•"'"* " O °N '° ' www-landeng.com
4 1/2" thick asphalt bCBC *Dune •
•-A a 00 FOR PA*SUPERPAVE HMA BADE COURSE PG
4 ' d o0 0 0 e4-22, o TO o.3 t Sn B1M ESAL' 25 MM MD(
FINISHED
GRADE 4e4 Sr AGGREGATE STOVE SU11NlASE146W low
c� 8" AGGREGATE
"L1/2
YP. STONE BASE typical asphalt paving section
°. concrete or locations: '..'• ' r 4 (( ._ -
.' .� ASPHALT PAVI G ust PADS 6"FIBER REINFORCED CEMENT CONCRETE O
t° R gas canopy pads s'= PAVWENT (4AOO PSI? - medium broom tirrfeh
�� -_ parkingareas �'
' . ► _= .� Pt1R P/k stlPolPnve�wrx�s collrtsE.PG
�• ' - umpster • Z asphalt pavement transition detail ef-22 a,� i.uolt :ss W Inc
T ' other concrete / asphalt transitions n,t e, - o� SRL H a(eEnEt
.; .. : w . O0o 0 0
00 2"INSULATION �Tl
6"AGGREGATE STONE RASE • w
COMPACTED SUBGRADE CARWASH ENTRANCE \ EXIT CONCRETE SLAB SECTION
GRAVEL BASE COURSE CONCRETE f ASPHALT chamfer 2'tW asphalt ,nearing coarse • O
SCALE: NO SCALE �-5' thk. R bcbe bma coons O
CATCH
�PE nos 00
c uTT7—Ql'1 d gutter Q 0 r AGGREGATE STONE SASE _
SCALE: NO SCALE oo°
typical truck diesel asphalt paving section � U NOTE:
• CONTRACTION JOINTS TO BE PLACED 10'O.C.,
• EXPANSION JOINTS TO BE PLACED 75' o.c. TYP.
• 1/4" PRE-MOLDED BITUMINOUS EXPANSION JOINT WHEN ADJACENT TO CONCRETE *Oons(tltant to add the local and/or state standard material specification to these items r
PAVING
• CONCRETE Si-TALL BE 4,000 psi fiber mesh concrete unless otherwise required by
loco] jurisdiction- w
• At contractor option, gutter thickness may be increased at end of gutter to match
thickness of asphalt/concrete pavement section N fF'w14
• Gutter pan slope to be adjusted within accessible parking spaces to match slope
between spot elevations
SCALE •A'. sue: SCALE
CURB AND GUTTER DATE: xz/ta/zo2s CONCRETE ASPHALT °A7e '�1D/20 oAiE 13/10/2023 DAME: WID/saz3
DRAWN BY: DAM / DRAWN BY. DAM ASPHALT PAVING DRAWN BY: DAM SITE PAVEMENT DRAVM BY: DAH A
DETAIL CHAMFER DETAIL DETAILS DETAILS rT�
BATE 6Y bEsrnrlPrlgN is DATE BY DESCRIPTION 28 DATE BY DESCRIP'i1oN 27 DATE 6Y PESCRFPTIDN 20 w i
REVISIONS RE10SrpHs REVISIONS REVISIONS
13'-0"
L O w
3- 6" 5'-8" 6" 2'-6" 2'-6a 6" 3"
——
1 I I I I I WOODFORD
IOWAa hydrants are intended for irrigation purposes and a
i used for filling field spray equipment,cleaning tools and Freezeless
I equipment, fawn and garden care,watering livestock-
1 I I i o o io a immediate water flow even in sub zero temperatures.Speci 'OW/► Yard Hydrant
I I i Ln co w Femaleications: /
Ferrate inE�; Model Y34-'/<"NPT
Model Y1-1'NPT
Casin_; Model Y34-1'Galvanized Steel Pipe Galvanised Steel Pipe Standard
I I I Model Y1-1%4'Galvanized Steel Pipe OptionalAdd SS-Stainless Steer
i I II I Operating %*Stainless Steel Pipe Optional Add SR- Brass
L---------_...LL----�---� Drain Hole:Tapped-%'N.P.T.
Removable zi5 Ile Brass Male Hose Nozzle
is
Optional At faddit€ono!Cc•<"
ol
1'Brass Pipe Outer Casing
'/'Brass Pipe Operating Pipe
Y34 ONLY:
1'Stainless Steel Outer Casing
1'NPSH Hose Nozzle
Fe'tur"-`:= ttlllt�tAAt
adjustment' and positive
of the lever lock tensiort
I� • Rod Guide - Eliminates side pull on rod, reduces (] 04
wear an packing,packing nut A stem.
r
24" DIA. HEAVY DUTY C.E. - Asimple cam thatcan be setto : y
FRAME AND COVER CONCRETE RISER AS automatically obtain the same fknx each time orlockagainst
REQUIRED accidental opening. 27 a
Lc�1g Life Packing Graphite packing for lubricity and :y
long life +�i7i F/y/GI��� �a
P±,_ngflr - Large cushion
type seal €ar longer life -is not easily damaged and ,
4" PVC BAFFLE assures shut off even when foreign particles are present. AM
Automatic drain feature-plunger opens drain to prevent
Li
freezing doses at any flow to prevent wasting water.
_ 4 Woodford has manufactured Rough-In /
T the IOWA• hydrant since 1929, and although many
improvements have been made through the years,all parts
'
�rll /1�1 �'r �111 are interchangeable.All repairs can be made from top of
"-1 unit without removing hydrant from the ground.
curb or painted direetional island Maximum Working Pressure:i25 p.s.i. 271l2 Y
', i h (refer to site pion) W Maximum Temperatar=: 120°F M
Oil
to Li 1
SHIPPING WEIGHTz "' 6" MAX BELOW FINISH FLOOR FINISH = Q Buy Depth(Ft) 1 2 3 4 5 s' r n.
I;
FINISH GRADE AT DRIVE THRU 4 1 _ FLOOR d Model Y34(Lbs) 15 17 19 22 24 28 28 (�
LLI Model Y1(Lbs) 18 20 22 25 28 31 34
I.
T
.I. rc z 'Must ship by tru&line due to IengHt �
4 a
LU
0
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V Wliera ordering,specify maciei and eu;; r;.
O
PRECAST CONCRETE 2000 GALLON GREASE INTERCEPTOR ®2022wooIlFORaMFg. Rev. Form No.Y34.i10 U) Z Q_
SCALE: NO SCALE Z Z D ch
DRIVE THRU CURB AND, PAD, DETAIL _
SCALE: NO SCALE U) ) 1(
SCALE W O SCALE N.TS.
GALLON
W
2000 GALLON DAIS: WIQ/=3 PATE: W10/2023 U L�
BRA" fI: DAM DRAWN BY: DAM C}1
GREASE INTERCEPTOR Zi l� SCALE a o
DATE BY DESCRIPnGN
DAIS
REVISIONS �
FROST FREE DRAWN ITY, PAN � z
HYDRANT DETAIL
41 DATE BY DESCRIPTION
REVISIONS �-
N N
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Sheet No.
34 of N
Date: 5/22/24
Scale: NTS
Project No.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

10J-4J19 NOTES'
I. DENCN IS GUST DESIGNBASED SPEED SO ER SEC 2040S PROFESSIONALS, P.C.
EXPOSURE C. DIA N-IEAVY R1VER RUN EXECUTIVE QFEICES
2. CAISSON FOUNDATION ANALYSIS IS BASED ON 7-41-EX NUTS
„ A SAFE LATERAL &OIL B1=ARING PRESSURE OF - SUITE-8
I DIA. THREADED i PSF PER FOOT OF DEPTH. SOIL REPORT WAS 110 EXCHANGE STREET
STEEL aUPPORT TU5E NOT FURNISHED. ALLOWABLE BEARING PRESSURE r DANVILLE, VA. 24541
SHOULD 5£ VERIFIED PRIOR TO PLACEMENT OF WASWER POR 1°
CONCRETE. DO NOT PLACE CONCRETE IN FILL DIA, ANCHOR BOLT
3. CONCRETE SHALL BE MIXED TO ATTAIN A MI -MINIMUM COMPRESSIVE STRENGTH OF 3000 N.C. LICENSE: # C Z577
PSI IN 25 DAYS.
4 A SUPPORT MEM5ER5 SHALL 5E FREE FROM V.A. LICENSE. # 0404-00 1 40 1
DEFECTS AND SHALL MEET ASTM A500
GRADE B WITH A MINIMUM 'YIELD 5TRENGsTH
OF 46000 PSI FOR TUBE. PLATE AND ANGLE (434 PHONE NO.
SHALL MEET ASTM A36. ALUMINUM SHALL BE�y FABRICATED FROM 3003-1414 SHEET OR FAX NO. (434
I 79Z-3b80
) 792-3685
1 EXTRUDED FROM 6063-Tra ALLOY_ q1 1" DIA.
5. STRUCTURAL BOLTS Sl-IALL BE ZINC COATEDANG<-IOR BOLT www.fandeng.com
A325 UNLF55 OTHERWISE FINED.
6. ANCHOR BOLTS SHALL BE CUT FROM A36
ROUND STOCK. EXPOSED SURFACES SHALL BE
- GALVANIZED OR COATED TO PREVENT CORROSION.
CLEARANCE 7' - >♦ '� I 1 ALL VOIDS BETWEEN COLUMN BASE PLATE
AND FOUNDATION SURFACE SHALL BE
COMPLETELY FILLED WITH HIGH STRENGTH,
DIA. PVG $"XS"X5116" i� NON-5HRINK GROUT. O
& WELDS SHALL BE MADE WITH E70XX
`"'STEEL TUBE ELECTRODES BY PERSONS QUALIFIED IN r �
ACCORDANCE WITH AWS STANDARDS WfTHIN V
THE PAST TWO YEARS.
' S. STEEL REINFORCING BARS SHALL CONFORM TO
ASTM A615 GRADE 60 WITH DEFORMATIONS IN
ACCORDANCE WITH ASTM A-305. WELDING OF - 1" DIA. +HEAVY
REINFORCING BARS IS PROHIBITED. "e�N17t NUT TACK
I 10. THIS DESIGN IS INTENDED TO BE IN5TALLED N WELDED TO MOLT
r' AT THE ADDRESS SHOWN BELOW AND
I" DIA. X 24"' LONG SHOULD NOT BE U5ED AT OTHER LOCATIONS_
C) 0
ANCHOR BOLT ANCHOR P OLT DETAIL F---4 U
3h''X3fo''X6'' PEDESTAL
,ALL STEEL BELOW GRADE (INCLUDING EXPOSED NO SCALE6
3" BELOW GRADE ANCHOR BOLTS) SHALL BE COATED WITH M
GRADE CAR 0LINE BITUMASTIC SO COAL TAR OR EQUAL ' " 1 11�" TNKU w
RA E _ • _ _ AFTER INSTALLATION AND PRIOR TO LANDSCAPING. 7 STEEL PLATE
CONDUIT % 10 r S"XS"X318"
F cR Q STEEL TUBE
r-ouNDATION � PEDESTAL T l
SHALL B E PLACED MONOLITHICALLY y 5116J' U
IN ONE CONTINUOUS POUR
w [-I
I s 11s•`XS 11su CUTOUT A w w
IN PLATE FOR TUBE
W #4 OARS ON A 21" JP'
PATTERNWITH (4) #3 STIRRUPS ON CENTERS FOR3,45 F'LATE DETAILNl�DIA.TOP 1S" AND 12" CENTER 'J1 r- R
T1-fEREJ4F7ER. 3'` MIN OVE
PMEW.
DO NOT WELD REDAR. ,J I ,J• �• „� 1 JJ 36"X36"X6" PEDESTAL SHEETZ
�' —`{ CANTILEVERED CLEARANCE BAR
3 —0 3" BELOW GRADE
1.5-1 CU. YDS. OF DIA. o.
CONCRETE RECt'D `. I" DIA. X 24" LONG
ANCHOR BOLT CUEMT:
SIGN COMPANY
3 #3 PEDESTAL REBAR 15107 ZZIML AT=II1R. ALT001114 r mu �I
10"O.C. EACH WAY 1 (M) Off-OW PAM (614)
'Cf%
s
BY. Prolsei Number.
SECTION A-A of DATE: Drowirq Number.
CANTILEVERED CLEARANCE 5AR DETAILS
L
a 43527 a
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Sheet No.
31 of
Date: 5/22/24
Scale: 1" — 60'
Project No.
23-034—B01 1\eng\dwg\
F-23034—PLAN—2—REV-2.dwg

Practice Standards and Speciifimhous
' Practice Standards and Specyicatiaxs
6.08
GRAVEL
TEMPORARY • • - We$ttittg-�f conditi�at the site arc such that most of the mud and sedimult PROFESSIONALS,
are not removed by vehicles traveling over the gravelFol ,the tires should be 8.10 rate of I to 1 12 wrislase on costae traaured mils and 2-3 tomdame on fmo- P.C.
washed Washing should be done on err area stabdiwd with crushed stone 'tl i • ' ! textured soils is usually cdent.Apply limestoneunifarmlyandinaaporate RiVER RUN EXECUTIVE OFFICES
that drains into a sediment trap or other suitable disposal area. A wash rack into the top 4-6 inches of soil. Soils wilh a pH of 6 or higher aced not be
Definition A graveled area or pti located at points where vdtictes enter and leave a may also be used to make washing more coavenicnt and effective_ T r� limed. SUITE-B
construction site. Planting id annual ses,small or legumes to rovide application possible, 1 10 EXCHANGE STREET
Definition g rapid-growing � lam. � P Fer6lacr—Base ttcatian rates on soil tests.When these era not ➢bl
ro
Construction 1. clear the -- and exit area of sit vegetatiom, ots, and other initial,temporary cover fur erasion control on disturbed areas apply a 10-1040 grade fertilizer at 700-1,0M lb/acre.Both fettili=and time DA N V1 LLE, VA. 24541
P ufpQSe To provide a buffer area where vehicles can drop then mud and sediment to
objectiotatble material and properly grade it, should be incorporated into the tap 4-6 inches of suit H a hydraulic seeder is
avoid transporting it mum he Toads,to control erosion from surface rune Specifications Purpose To temporarily stabilise denuded areas that will not be brought to final grade
t[anspo $ public $ � used,do not mix seed and fertilizer mom than 30 minutes!re€are applira$an_
and to help control dust 2. Place the gravel to the speck grade and dimensions slarwn rm the plums, �s
and smooth it for a period ofmohe than 21 calendar days. Surface roughmia -4f recent tillage operations have resulted in a loose
Temporary seeding controls runoff and exos;ow until permanent vegetation at surface,additional roughening may not be required,except to break up large
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a 3. Provide drainage to catty water to a sediment trap or other suitable clods. If rainfall causes the surface to become sealed or crusted,loosen it
other erasion control m�•,,.,R can be established. In addition,it provides
public road or other paved off-site aura.Construction plans should limit traffic outlet just prior to seeding by diskiog,raking,harrowing,or other suitable methods. N.C. LICENSE- # C—Z 5 7 7
Practice Applies residue for soil protection and seedbed preparation and reduces problems of
to ProP�Y constructed entrances. 1 mud and dust production from here soil surfaces during construction. Groove or t3,Sur dopes steeper than 3:1 an the conmur lrefcxe seeding V_A. LICENSE.' # 0404-00 1 40 1
4. Use geatexctile fabrics because they improve stability of the foundation in (Practice 6.03,Sarforee Roughening).
locations subject to scepage.or high water table.
Design Criteria Aggregate S&—Use 2-3 inch washed stone. On cleared, rmv or el ve soil surface where PLANT SELEMON
9 Conditions Where �Y edefbr y Select an appropriate species or species mixture form Table 6.10a for seeding
Dimensions of gravel pad— Maintain vegetative cover is needed for less than 1 year.Applications of this practice
Maintenance � the gravel pad in a condition m prevent mud or sediment from Practice Applies in}ate winter and early spring,Table 6.1 Ob for summer,and Table 6.10c for
include diversions,dams,temporary sediment basins,luau road b
Thickness: 6 inches minimum leaving the construction site This may require periodic toparessmg with' and topsoil stockpiles. �°'a'y lid, PHONE NO. [phone]
Width: 12-feet minimum or fall width at all points of the vehicular inch stone. After each rainfall,inspect any structure used m trap sedanent Ir the Moaalda1t15,December and Jmuary seedvrgs have Poor chaocas of FAX NO. (43 ) 79Z-3685
entrance and exit area,whichever is greater and clean it oat as necessary. Immediately remove all objectionable materials
Len Sul-feet minis. success. When it is necessary to plant at theso timer,use recommendations
Length, spilled,washed.or trucked onto public roadways- Planning Annual pianist which sprout and grow rapidly and survive feranly one season, far fall and a securely tacked mukh.
are suitable for estahl;st.:.g initial or temporary vegetative cover. Temporary a /ti/_��n den COfTi
La ingthe Locate constructionisl fo maxi u and exits to limit sediment from Considerations g p�A,er the integrity of earthen sediment control structures such SEEDING g
leaving the sire andmprovide€a maximtrm utility by all constructiaa vehicles R eferenCeS Rtrrmf'Comey—Measures as dikes,diversions,and the banks of dams and sediment basins. It can also
Evenly apply seed using a cyclone seeder cast),drill,cuttipaeker seeder,
(Figure 6.06a).Avoid steep grades,and enhances at curves it)public roads. 6.30,Grass lined Cliazrrels reduce the amount ofmanamanca associated with then devices.Forexampk
or hydraserder. Use seeding rates given in Tables 6.10afi.10c. Broadcast
rite frequency of sediment basin cleaaouts will be reduced if waterahed areas, seedingand droseedin area for steepslopeswhere ui mert Table 6.10a Seeding mixture
Sadorterrt 7porakws y S demeBarrint outside the active constructou zone,are stabilized, cannot be driven. Hand broadcasting is not recommended because of the Temporary Seeding S Rate iblacre
6.fi(1,Temporary Sediment Trap g� � ry g P�� ( I
Proper seedbed preparation,selection ofsppavpriate species,and use of quality difficulty in achieving a umifemm distribution. Recommendations for rate Rye(grain) 120
sex d are as important in this Practice as in Practice 6.I1,Permmreru Seeding. Winter and Early Spring Annual lespedem(Kobe in
Small grains should be planed no more than 1 inch deep,and grasses and Piedmont and Coastal Plain,
Failure to follow established guidelines and recommendations carefully may legumes no more than 112 inch. Broadcast seed must be covered by raking Korean in Mountains) 50
t / erosion.result in an inadequate or short-lived stand of vegetation that will not conhnl
or chain dragging, and then lightly firmed with a roller or cultipacker.
e parary tag p protection for no more than 1 year. which Hydmsceded mbmmec should include a wood fiber(cellulose)match_
,lean seed provides y during omit annual d June, when duration of temporary rover is not to
0 so- time anent stabilization should be lnitilateed, MULCHING extend beyond Jane.
nln peer'
The tree of an appropriate mulch will help rnaurc eatablisltmmtenderrrormal
conditions,and is essential to seeding success under harsh site conditions Seeding dates conditions, 1
y Specifications cornpl Vices srl h as preparing
s cdbc and d install all necessary erosion (Practice 6.14,J&khLV).Harsh site conditions include: Mountains--Above 2500 feet:Feb.f-May2500 feet Feb.15- a1 15 v
control steep slopes •seeding in fail for winter cover(wood fiber mulches are not considered
P I because they make seedbed pmparafion difcult and-increase the erasion ��a��'�me), Coastal lain— 1-May 1
6'min r hahaB2m . I ils become compacted during grading,loosen them to a depth of •slopes sreeperthen 3:1, Coastal Plain—Dec-1-Apr.15
using inches a ripper,barrow,or chisel plow.
•excessively hot or dry weather, Soil amendmenth
agricultural limestone and 75o soil
for apply
fZ000 r.
COSrSe ate \ roost seedbed Preparation is essential to successful pleat establishment A adverse soils(shallow,rocky.or high in clay or sand},surf Follow recommendations nor turfs ar apply 2,000 Iblacre ground
a99re9 tk' •areas receiving concentrated flow.
good seedbed is wetl-palvenizeti,loose,and uniform. Where byolroseedivg Mulch
methods are used,the surface may be left with a more irregular surface of If the area to be mulched is subject to concentrated watertiow,as in channels, Apply 4,000 Nacre straw.Anchorstraw bytacldngwith asphalt,ne#fing. ^
Flgura 5.09a Gravel eahanae/exR Naepa see5merra hem leaving ere eene■ouetion airs{erec36ad ham Va SwCC). large clads and stones, anchor mulch with aeuing(Practice 6.14,Mrelrhft). or a mulch anchoring tool.A disk with blades set nearly straight can be V
Liming—Applylimeaccordiagtosoiltestrecommeadarioas.]fthepH(aeidiry) used as a mulch anchoring too!
of the smil is not known,an application of ground agricultural limestone at the Maintenance
Refertfize Igrowth is not fully adequate. Reseed,refertilize and mulch
immediately following erosion or other damage.
6.06.1 Rer.fia6 6.10,] ei.10.2 e V j
6.06.2
N
H a
W �
Prar ike Standards and Sperifrcatfoxs Practice Standards and Speepcadons ® Proclice Standards and Specifrcations N
a
6.11 13 rUr '
Table 6,10b Seeding mlxture a Table 6.11a (Tables 6.11c through 6.11v). They are designed to produce maximum and stones provide irregularities that held seeds and krffwr. Cut slopes ] l
Suitability of stabilization and minimize the amount of maintenance and repair required. tit 1 r,r LLL� r/�
Temporary Seeding Species Rate(lblacre) � BY Soil for Establishment oPF Low-maintenance Vegetation should be roughened(Practice 6.03,SrrofacrRnrtghemirg). W v�
01
Recommendations for German millet 44 P5 Land we is aprimary consideration in planning permanentseedings.Forthis
Summer Definition Controlling runoff and erasion on disturbed areas by establishing perennial Criteria Suitability Limiting Factors purpose land use,whether residential,industrial,commercial,or recreational, Where steepness prohibits the use of farm machinery,seeding methods are
In the Piedmont and Mountains,a small-stemmed Sudengrass may be vegetative cover with seed. Good Fair Poor tart be divided into two general mtegaries: limited W broadcast or hydraseeding,with hydroseeding giving the most ]
substituted at a rate of 501b/acre. fl{gh-maint® eas ance ar are mewed frequently,Innd fertilized dependable results.Vegetation chosetrorthese slopes mustiartrequitemowing
PH 5.6-7.8 4.5-5-5 <4,5 Too acid;possible ed ad or other intensive maintenance. Using a hydraulic seeder,seed,fertilizer,
Seeding cafes Purpose `
regularly,®d either(1)receive intensive use(e_g�athletic fields)aJ(2)Purpose To reduce erosion and decrease sediment yield from disturbed areas, to At,Mn,Fe toxicity woad frbermuleda,and a tacking agent can be applied in one operation.
Mountains—May 15-Aug.15 Permaacntfy stabilize such areas in a manner that is economical,adapts to site
Piedmont day 1-Aug.15 conditions,and allows selection of the most appmpriatx plant materials. thY used
maintenance tos ng-etic perennials
home lawns).Greases
Available >,10 .OS-.10 c0.5 Tao �
Coastal Plain—Apr.15-Aug.15 used fax these situations are edge in a perennials that form a tight sod Where osier straw,anchor with netting or the slopes than 2:1,
water capacity' and are erne-leaved and attractive in appearance. They must be well-
Coastal Good mulchingpracticesare critical to pmueel against erosion on steep slopes. r�
adapted to the geographic area where they me planted and able to endum g g asphalt, Tres steeper �a/1
Soil amsndments Conditions Where Fine-graded areas on which permanent,long-lived vegetative cover is the Texturex 1,oil,si,at ad,sic],cl sc,sic,c Too high in day the stress of frequent mowing, Sites wheir high-mainlestance vegetative a rolled erosion control product may be required to protect the slope.
Follow recommendations of soil tests or a 2,000 Iblacre round most practical or most effective method of stabilizing the soil. Permanent cover is desirable include homes,industrial parks,schools,churches,and O
Specifications SEEDBED REQUIREMENTS
PPN g Practice Applies Is s Too high in sand
seeeling may also be used an rough-graded areas that will not be brought to recreational areas.
agricultural limestone grad 750 Ibfacre 10-10-10 fertii¢er. �'
fins!grade far a year or more. Coarse (3-10 in) <15% 15-35 >35 Lg.stones restrict •Low-mamtearance areas ate mowed infrequently or not at all,and do peC Fstablishmentofvegetation should notbe attempted onsitesthatare unsuitable
Mulch Areas to be stabilized with fragments' (>10 in) C3% 3-10 >10 tillage;droughty not receive lime and fertilizer on arcgular basis. Playas mast persist with due to inappropriate soil texture(Table 6.11 a),poor drainage,concentrated O
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt,netting, porrlendart vegetation mast are seeded a planted little maintenance overlong periods of time. Grass end legume mixtures overland Bow,or steepness of slope until measures have been taken to correct
within 15 wonting days or 90 calendar afros Snal grade is reached,unless Depth to 40 2"0 420 Insufficient
ore mulch anchoring anchoring
tool.A disk with blades sat nearly straight can be temporary stabilization is applied. bedrock in. are favored for these sins because legumes are a source of soil nitroable, maintain start of ve etati
used S5 a mulch anchoring tool. ( ) roofing depth' Infixed stands rite also Wore resisfantm adverse condifions. Sites suitable
MaIntertance Salinity(mmhos/cm) 8-16 >16 lExcess salt for low-maintenance vegetation include steep slopes,stream or channel g $ on,the soil must meet certain minimum
PlanningVegetation controls erosion by protecting bare soil surfaces from raindrop banks, some commercial properties, and`utility" turf areas such as requirements as a growth medium. The wdsting soil should have these
ReferhTize if growth is nut fully rate. Reseed,referhlize and mulch
roadbanks.
criteria:
Y impact and by reducing the velocity and volume of overland flow.
€melted€atelyfollowing erosionor other damage. Considerations 'inhn. •Enos edsllandc! )materialtomaintam
The most common and economical means of stabilizing aistarbed sails is SEEDBED PREPARATION e ° { clay) adequate moisture
seeding grasses and le umm- The of seeding over other means 2Sand d loam ad,si der barn(Sid),c loam d,sand loam sl,sift loam(ail).loamy sand Os), The mil rat a disturbed site must he amended to provide an optimum and°7mi�roofs (available wets capacity of at[east.05 inches of
g advantages 8 Y day ( ) ftY Y ( ) clay ( ) Y { ) 4 ) rnY � ) r1a.
of establishing plants include the smaller initial cost,lower labor input,and sandy clay(sc),silty day(sic),day(e),sift(si),sand(s),and loam(Q.
environment for scud germination and seedling growth.711e surface soil tan$[ water to I inch of so
greater flexibility of method. The disadvantages of seeding include: be loose enough for water infdtration and toot penetration. The pH(acidity •Sufficient pore space to permit root penetration-
potential b weight. Fruity -Sufficient depth of soil to vide an adequate Y 9 or ante' }of sofa meat 6.such that it is not toxic and nutrients are rock er impermeable layers such as hardpans should be 12 inches err
•poteeetial for erosion during the establishment stage, available---preferably between 6.0 and 6.5. Sufficient nutrients—added as eP Pro el ate toot erne. The depth to
•the need to reseed areas that fail to establish, Smuree:National Soils Hwxkook,USDA-SCS,1983. fertilizer must be present
a more,except on slopes steeper Shan 2:1 where the addition of soil is not Fatial
•seasonal limitations on suitable seeding dates,and feasible.
It is as imporant 1a add lime as to add fertilizer. Lime is used primarily as a
•a need for water and appropriate temperatures during germination and plL or acidity modifier,but it also supplies calcium and magnesium,wbich am •A favorable pH range for plant growth,usually 6.0-65.
Coastal Plain p y •Freedom ft»m a roots,branches,stones,
early��• important lartautriems, B increasing soil pH,it also makes other nutrients beg large clads of earth,or trash
Table 6.10c Seeding mixture The probability of successfid plant establishment can be maximized through illtountains Piedmont Upper Middle Lower more available to plants.At the same time,it prevents aluminum toxicity by of any kind, Clods and stones may be left on slopes steeper than 3:1 if
Temporary Seeding Species Rate(Iblacre) good planning.knowledge of the sail characteristics Mble 6.1la},selection decreasing the solubility of soil aluminum.Many soils in North Carolina are they are to be hydroseeded
Recommendations for Fall Rye(grain) 120 of suitable plant materials far the site,good seedbed preparation,adequate " '�' cow ww'. e.. *r high in aluminum,which stun plant growth. I# of the above dxilcria are not Tort-i.e„if the sail is too liming and fem'lWtioa,and timely planting and maintenance. �" "` •r After seed is in place,it must be protected with a mulch to hold moisture dense,of the above i riteria a not ei-ion--s existing coarse,
Seeding dates ash r tee+ g pecialamendmerdsarcrequired.
Mountains—Aug.15-Dec.15 SEmatc'TNG PLANT MATERIALS amt 1 C ..r �• e.ha q� F and modify temperature extremes,while preventing erosion during seedling The soil conditioners described below may be beneficial or,Preferably.topsoil
Climate,sails,and topography atethe major faders vary i due across No th +r s..r re. "* °'" " establishment may be lied in accordance with Practice 6.04,T Coastal Plain and Piedmont--Aug.15-Dec.30 plants for a particular site.All three of these ti3cAnrs vary widely across North W "' .b.. W u.e,a,+, ,... �, � STEEP SLOPES 5O1L ONDTI`iOWEILS °�'alimg.
Soil amendments Carolina,with the most significant contrasts occurring among the three major
Follow snit tests or apply 2,000 lblaere ground agricultural limestone physiographic regions of the state fouatams,Piedmont,and Coastal Plain �`a. " ,� a The operation of equipment is restricted on slopes steeper that 3:1,severely In order to improve the stricture or drainage characteristics of a soil,the
and 1,000 Iblacre 10-10-10 fetti€leer. (Figure 6.l ia). limiting else quality of the seedbed that can be prepared. The soil cannot be fallowing materials Wray be added. These amendments should only be
er. °"' Ttdewatel sufficiently worked,and amendments damot be thoranghly incorporated. necessary where soils have hmitnums that stake them poor for plant growth
Mulch To simplify y hT p or for fine turf establishment(see Ch"r 3,fe iarrve Considerations).
rap n£yplarst selection,aKe to PermoneatSeed' Idda7ures is npSPdlted $Blld l'I)IIS Provisions fax establishment of vegetation as steep slopes can be made darting � )
Apply 4,000Ib/aete straw.Anchor straw by tacking with asphalt,netting, in Tkble 6.11h. To find seeding specifics iore far a specific site,follow this final In construction of fM for example,the last 4-6 inches Peat=A ro ate are s a*ta a 1a aPa
! a& slopes, P PP phi types sphagnum moss pen, hypnum moss peat fit► y
or a mulch anchoring tool.A disk with blades set nearly straight can he key though the different g number, slaps,sail end maintenance level-- "" might be left rmcampacted.A loose,rough seedbed is essential. Lahge clods reed-sedge peat or peat humus,all from fresh-water sources. Peat should
used as a mulch anchoring tool. to the appropriate seedier number. S °
app phis g ceding m xtures recommended here
Maintenance B.tta dt tit indiands,adia and topography. excavation,
Repair merged areas immediately. Topdress with 50 are designed for general use end are well proven in practical field situations
R and refertilizE der Fuga■e Ma;erPhY�9ra#r�m9ionsofNorthCaroLrrad he shredded and r�nditioned in storage piles far at least 6 months after �a
Ihlacre of nitrogen in Maeda. if it is necessary to extent temporary
Sand--clean and free of toxic materials. i +
cover i>eyond June 15,o erseed with W Iblacre Kobe(Piedmont and ate•6"
6.11.1 6.112
Coastal Plain)or Korean (Mountains)lespedeza in We February or 6.11.3
early Mahout. Gild 52 o -
-� 0
.♦�l��NGI N�- �� �•�.
•. CLAM Gi''�••
♦♦♦aa11841611111011
PracticePractice Standards and Specifications
Standards and Speer]Roartoxs
SEEDING When using a drill or cultipacker seeder,plant small grains no more than I SPRIGGING
Vermirelite--horticaltural grade and free of to3de substaocm Seeding dates given in the seeding mixture specifications(Table 6.1lcthrough inch deep,grasses and legumes no more than 112 inch- Equipment should be hybrid Bermudagrass Lannnot be grown from seed and must be planted
Rotted manure--stable or cattle manure not containing undue amounts of 6A Iv)are designated as"best"or"possible". Seedings properly carried out calibrated in the field Far the desired seeding rate_ vegetatively. Vegetative methods of cstablishing common and hybrid Table 6.111 Seeding mixture
within the"best'dates have a high probability of success.It is also possible to Bermudagrass,cendpe l grass,and Bahiagrass include sodding,plugging and t
straw or other bedding materials. When using broadcast-seedier methods,subdivide the area into workable
Seeding No.2P for: Gentle Species Rate(Iblacre)
have satisfactory establishment when seeding outside these dates. However, g g sprigging(Chapter 3, Vegetalrve Consrderaeions). Sprigs are fragments of Y >-
Thoroughly rotted sawdust-tee of stones and debris.Add 6 lb of nitrogen as you deviate from them,the probability of failure increases rapidly.Seeding sections and determine the amount of seed needed for each scooter_ Apply horizontal stems which include at least one node(joint). They are normally Slopes,Average Soil; Low Tall fescue 80 m
to each cubic yard, on the last date shown under"possible"may reduce chances of success by 30- one-half the seed while moving back and forth across the area,making a sold by the bushel and can either be broadcast or planted in furrows using a Maintenance Sericea lespedeza 20
50%. Always take this into account in scheduling land-disturbing activities_ uniform pattern;then apply the second half in the same way,but moving at traetar-drawn tobacco or vegetable transplanter.
Sludge—Treated sewage and industrial sludges are available in various right angles to the first pass(Figure 6.11c). Kobe lespedeza 10
forms;these should be used only in accordance with local,State,and Federal Use certified seed for permanent seeding whenever possible. Certified seed Furrows should be 4-6 inches deep and 2 ft apart Place sprigs about 2 it apart
regulations. is inspected by the North Carolina Crop Improvement Association, it meets in the row with one end at or above ground level(Figure 6.11d). Seeding notes (n
published North Carolina Standards and should bear an official"Certified 1.After Aug. 15,use unscarified serio�ea seed- ~
SPECiiS5ELECTION Figure 6.11c Suggested g Z
Use the Key to Peraramme Seedrng Aratu es(Table 6.11h)to select the most Seed"label(Figure 6.11b). panzer for broadcasting seed and fertilizer Figure 6.11d Proper placement of 2.Where periodic mowing is planned or a neat appearance is desired, W
_ grass sprigs. Each s should have appropriate seeding enixtttrebased on the general site arrdrnaintenaacefac[ors, (source:NCAES Bulletin AG$9). �. �f> - �-_ •� g p� omit serieea and increase Kobe lespt:dezato4Qlblaere_ �
A listing of species including scientific Hanes and characteristics,is given in r =ids at least one erode (modified from Soil surface e�
Figure 6.11b Label displayed on all 1 r 3. To extend s
,lppen�a,o2, NGAeseulletinAo-6s). spring seeding dates into June, add 15 Iblacre hulled
M1lortlt Carolina certified send_ O
SR£DBEDPREPARATION s s t '%% Bermudagrass. However, after mid-Apr. if is preferable to seed U
p' temporary cover. O
Install necessary mechanical erosion and sedimentation control practicer
Wore seeding,and complete grading according to the approved plan. Seeding Pattern __ I� _!T _ ———_ r ——————--_ Nurse plants (f} U) Z it
Lame and fertilbrx needs should be determined by soil tests. Sari testing is Between May 1 and Aug_ 15, add 10 Iblacre German millet or 15 lb/ O2 � 0
performed free of charge by the North Carolina Department of Agriculture Correct Incorrect
sail testing laboratory Directions,sample cartons,and information sheets N„�,�,a.b,,� ,� acre Sudangmss. Prior to May 1 or after Aug. 15. add 40 lb/acre rye U
ate available through cotmry Agricultural Extension offices or from NCl]A. Broadcast sprigs at the specified Tate{'Fables 6.1 lr and 5.1 Is). Press into the (grain). � � � W
Because the NCDA soil testin lab iresl-6weeksfarsampleturn-around, �P 0�•"°"°e"•°der s°ems°s o°"'w°"° i 1/2-2 inches of soil with a cul' ker or with a disk set near strai t so W O W
P g ^�'r gradrng. Testin s also m+.•�,e+b,n.• ...•,.•a ' hP ttPac lY gh W samplingmust be planned well m advance of feel g' ""G IN NO / that the sprigs are not brought back to the surtare_
done by commercial laburalariea GROWN IN NORTH CAROLrNA tY
2 Seeding dates d
IRMGA7TON
When soil tests are not available,follow rates suggested on the individual P B�._..(T) I—
specification sheet for the seeding mix chosen(Tables 6.11 c through 6.11v). I'ed reermr.-r%)_ 1/,Z Maistute is essemial for seed germination and seedling establishment. Best Possible W
Application rates usually fall into Ore following Omer crop...(x) Supplemental irrigation can be very helpful in assuring adequate stands in f2l Q
PP Y g ranges: weed seed...r r_ dry seasons dx to spud development of full cover. It is a requirement for fine Fail: Aug.25-Sept. 15 Aug.20-Oct.25 U
•Ground s cafturallimestone: aB bw7iOn--ext
na,d seed..._nth._ turf establishment and should be used elsewhere when feasible. However, Late Winter Feb_ 15-Mar.21 Feb. 1 -Apr.15 Z z
Light-textured,sandy soils:1-1 112 torslam Tern oere....,_._. Cover broadcast seed by raking or chain dragging;then firm the surface irrigation is rarely critical for low-maintenance vegetation planted at the
Heavy-textured,clayey mils:2-3 tamslacre ao..weednt,.._ with a roller or cultipacker to provide good seed contact. appropriate time of the year.
Fall is best for tall fescue and fate winter for lespedezas. Overseeding
FerdIL-t' Lot NO Mulch all plantings immediately after seeding(Practice 6.14,Mulching). Water application rates must be care controller) to vent twroff. of Kobe lespedeza over fall-seeded tall fescue is very effective. `� ¢Grasses:8WI200 lb/acre of 10-10-10(or the equivalent) C no aPP Pro F HYDROS N N
Grass-legume mixtures:800-1200 lb/acre of5-10-14(or the equivalera) Kirc_.. F.F.DING Inadequate or excessive amounts of water can be more harmful than no I W
ve„ee,.
Applyrimeaudferhlizere:venlyand incorporate fntotlxetop4-6iachesofsoil Surface roughening is particularly important when hydroseedimg, as a supplemental water- Soil amendments Q O Q
roughened disking or other suitable mesas.Operate machinery on the contour.When nectar rghrned slope will provide some natural coverage For lime, fertilizer, Apply lime and fertilizer according to soil tests,or apply 4,000 lb/acre N <
using a hytkoseeder,apply lime and ferilizerto a rough,loose surface. and seed. The surface should not be compacted on smooth, Fine seedbed Maintenance Generally,a stand of vegetation cannot be determined to be fully established ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer, I
Roughen surfaces according to Practice 6.03,Sarfam Roughening_ preparation is not necessary fur hydrosee ding operations;large clods,stones, until snil cover has hem maintained forr one frill year from planting. Inspect
and irregularities provide cavities in whicheas seeds can lodge. seeded arm for failure and make necessary repairs and reseedings within the Mulch O
Complete seedbed preparation by breaking up large clads and raking into a same season,ifpossible. f t:V Z
smooth,uniform surface(dopes less than 3:1).Fill in or level depressions that Rate of wood fiber(cellulose)application should be at least 2,000 lblacre. Apply 4,000}b/acre grain straw or equivalent cover of another suitable
can collect water.Broadcast seed into a*mbly loosened seedhedthat has not Labelingofnon-certified seed is also requiredby law.labels contain important { inadequate P Y p g, roving or by
Reseedin f a stand has irtad rate cove, re-evaluate choice ere lent mulch_ Anchor straw b tacking with as halt, netting, or
been sealed by rainfall. information on seed purity,germination,and presence of weed seeds. Seed Apply legume inoculams at four times the recommended rate when adding Sheet N o.
materials and quantities of lime seed fertilizer_ Re-establish the stood after crimping with a mulch anchoring toot. A disk with blades set near)
must meet State standards for content of noxious weeds. Do Trot accept seed -9noculant to a hydroseeder slurry_ Y
containing"prohibited"noxious weed sexed. 9 rug tool,
seedbed preparation or over-seed the stand Consider seeding temporary,
straight can be used as a mulch anchoring If a machinery breakdown of 1/2 to 2 hours occurs,add 50%more seed annual species if the time of year is not appropriate for permanent seeding
Inoculate legnrte seed with the Rhrzobiam bacteria appropriate to the species to the task,based our the proportion of the slurry remaining. This should (Practice 6.t0,Temporary Seeding). Maintenance32 of legume(Chapter 3,Vegetative Corrsrderotions)_ compensate for ohmage to seed. Beyond 2 hours,a full rate of new seed may Refertilize in file second year unless growth is fully adequate. May be O f
-37
A seed unit with a clone seeder, dro der be nceessary.
PPIy �y � >r� � �, mowed once or twice a year, but mowing is not necessary. Reseed,
cultipacker seeder,or liydroseeder on a film,friable seedbed Lime is not normally applied with a hydraulic seeder because it is abrasive.It fertilize,and mulch damaged areas immediately. D a te: 5 22 24
6.11.5 can be blown onto steep slopes m dry form.
6.11.6 6.11.7 6.11.8 t SC01e: NT5
Refer to Appendix 8.02 for botanical frames.
Project No.
23-034—B011\eng\dwg\
F-23034—PLAN-2—REV-2.dwg

Practice Standarrte and Specrficatrons � Practice Standards and Specifications
I�
' IONAL
Straw barriers have only a0.20%a trapping efficiencyand are inadequate,Straw L Enstae that posts for sediment fences are 1-25 lb/linear ftminimum 7. Excavate PROFESSIONALS, P.C.
vateatrenchapproximately4incheswideand8inchesdeepalong The Slicing Method RIVER RUN OFFICES
bales may not be used in place ofsediment fence.Prefabricated sedimentfence steel with a minimum length length of 5 feet. Make sure that steel pasts have the proposed]hie ofposts and t[pslope from the barrier(Figure 6AZa).with the fabric aheady stapled to thin wooden posts does not meet minimum projections to facilitate fastening the fabric. S. Piece IZ inches of lbe fabric aloe the bottom and side of the hunch SUITE-B
standards specified later in this section 8
3. For reinforcement of standard strength filter fabric,use wive fence with a i 1 0 EXCHANGE
p N('=C STREET
minimum 14 9. Backfill the trench with soil laced over the filter fabric and ca ct 9 roux.standard stren ��he g e °Osl SPAoau�: L/�l l lIl L1 L p mpa 9th fabric with wire fence s'
.24 r .en�aen DANVILLEr VA. Z4�4i
Anchoring o sediment fence is critical.The toeafthe fabric must he anchored gauge and a utaximtron mesh spacing of 6 inches- Thorough compaction of the backfill is critical to sib fence performance. 6'max.extra strength fabric without wire fence --- -- --•-•------rap of FaGnc -
p a trench orderlf ored!with compacted earth. Mechanical Compaction must bC n'mine.on pomno nRrz
Provided in order Ca the fence to effectively pond runoff. Table 6,62b Specifications For Sediment Fence Fabric I0.Do not attach filter fabric to existing trees. sin mx m Butt
Temporary Silt Fence Material Properly Requirements ;; _::�:,; -
wea,ew,r era a par tap$,
Design Criteria Iowa that drainage area is no greater than sere per]00 feet offence.This SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD Steel _ _ R
is the maximum drainage area when the slope is less than 2 supported° u sat F one�, Type of Instead of excavating a treucb,placing fabric and then backfdlin trench, Port _8 Pe percent Where Teak arateriat Units Sat Fence Sal Fence valve g P 8 g -" _ olive we ea Aft of sift vncr MIMI,
ow
all runaf]•is to be stored behind the fence,ensure that the maximum slope sediment fence may be installed using specially designed equipment that - �amsananlur l
Grab Strength ASTM D 46V N(Ibs) "- Plastic or z,�
"" " �"°� " N.C. LICENSE: # C-Z577
inserts the fabric into a cot sliced in the ground with tt disc(Figure 6.62h). wire tiesrt�
length behind a sediment fence dots not exceed the specifications shown in r%
Table 6.62a The shorter slope length allowed for slut slopes will greatly ��aanChO" 400 550 f4PStV
c���� e�P"�� a � V.A. LICENSE: # 0404-00 1 40 1
Installation I. The base of both end posts shonld be err€east one foot higher than the i8 24 cars a yn
reduce the maximum drainage area.Far example,a 1�20%slope may have �01 (ant Wire
a maximum sloe length of 25 feet For a 100-Coat length middle of the fence- Check with n level if necessary fence
P o sediment fence, X Madnine Direction qQ0 45D MAAV 2. lostal] eLs and y Natural
the drainage area would be 25fl X 1061I=2500sq.iL,or 0.06 acres. (ao) {90) pasts 4 feel apart in critical areas and 6 fact apart on standard round
p A.SrM D 44M aeo-t 6.05 D.a5 AM1ArN applications. - - Y
Table 6.62a Maximum Slope Slope Length(ft) Maximum Area(ft) 9 \
Slope Length and Slope for S2% 100 10,000 Apparent openings ASTMp4751 rum o.so 0.60 Mar,ARV° 3. Install posts 2 feet deep on the downstream side of the silt fence,and r'�-••- h'---" ^ r%/f\\
2to5% 75 7,500 Ns sieve (30) (30) as close as possible To the fabric,enabling posts to support the fabric from � � = /\\y\\\\� \�\\�\\\ \/\\ PHONE NO. 434) 792-3680
which Sediment France is / /f/ / / /f\/\ AttAO16®4f OEWJt£
5to10% 50 5,000 % upstream water pressure. \\\\\\/ \\/�/\\/\\/\\ FAX NO. (43 ) 792-3685
Applicable 71}%after 70%after 8"dawn 6 4 // //% /\�%\/\ \ s Gather fabric br posts.4 rmedea.
10 to 20% 25 2,500 uQavlo et StabTh ASTM n 4355 Beta lied Typical 4. Install posts with the nipples facing away train the silt fabric. farwnrd along
/\/ //11
Scab of exposure 5QQh at exposure the trench 9 /\\f \\\\\\ \\ s uh7ae three lies per post.W wMIn t a•of reuse.
�20% 15 i,500 strength 24" / / / / / / /\ °p
'Sig Fence support shall consist of 14 gage steel wire with a mesh 5. Attach the fabric To each post with three ties,all spaced within tin:tap 8 Filter
sparing or i5Q nwtl($inches),or prefabricated poylmar mesh or inches ofthe fabric.Attach each tie diagonally 45 de fabric \ \ \ \ \ \ \ \ s Ibahim each ere ello onor
equivalent strength, g y gees through the fabric, �- a yP��*+ hdea verticolh �/.�C�ndeng.eom
Make the fence stable for the 10-year P with each puncture at least I inch vertically /f%% // c nrintnun of 1•opart.
storm nmaff. These defaun vetoes are based an empirical nvtderrex with a venely of sediment For anNrgamentally sensfive areas,a review of P y apart- Also,each tie should be �\�\\\\ \\\\\\\
previous experience ardlorslte or regionally spectic geolextin tests in accordance with Test Method 0 6141 should be pedamed positioned to hang on a post nipple when lightened to ent sa
Ensure that the depth o P,grnG \ \ •Fl srg cod€to ono post ripple and Fghlen secure[y.
ep mtpaunded water does not exceed l-5 feet many paint by the agency to confian suitalnifay of thaw requirerreents. No more than 24"ofe 3(r fabric use came lies Ml*err Gull wire.
along the fence. 'As measured do accordance with Tear Method D 463Z 6. Wrap approximately 6 inches of fabric around the cud posts and secure isallowed above ground.
with 3 ties.
CONSTRUCTION Wire
If t shown
able 6.are provided slope length may be increased beyond 7. No more than 24 inches of a 36 inch fabric is allowed above ground few
that shown it Table 6.62a,but nmofffrom the area should be determined and 1. Construct the sediment barrier of standard sbengtit or extra strength level. Cross-Section Bolt of Of fence
bypass capacity and erosion potential along the fence musts be checked The synthetic filter fabrics- View
velocity ofthe flow at the outlet or along the fence should be in keeping with S. The installation sbuuld be checked and corrected for any deviations before t Opetorion
2. Ensure that the het t of the sediment fence does not exceed 24 inches P Filter
Table S.OSd,Appmdix 8.05. ce compaction. Steel fabric Backfill trench Naha-al wed
above the ground surface. (Higher fences may impound volumes of water 9. Compaction is vitally iminaTtam for effective results. Compact the soil Past and compact
Provide a tiprap splash pad or other outlet protection device for any point sufficient to cause failure ofthe sructme.) immediately next to the silt fence fabric with the front wheel of the tractor, i ff-Lighly ground
Mort O
lllfff rat
where Flow may at the the sediment fence,such as natural prose depressions or skid steer,or roller exerting a]east a pounds per square inch. Compact the obora 50 FeraC@ V
at a 3. Construct the Wirer fabric from a continuous roll cut to the IrngOr of the upstream side first,and then each side twice for a rota[of 4 trips. S��
outlet
es.Ensure exceed 2maximumandtheightsupport post pacing does
n,reinforced 4 barrier to avoid joints. When joints are necessary,securely fasten the filter ' ' 31
ocdet does not exceed 2 fear and that support post spacing does not exceed 4 cloth only at a support post with 4 feet minimum overlap to the next post. ••••••q=• Vpslepe
feet. t••. min• I ��►
i r 9
a. �4.
The design life are synthetic sediment fence should be 6 months.
4. Support standard strength filter fabric by wire mesh fastened sectsredy to 8' �: � tti' ✓- %�; t
the upslope side ofthe posts. Fxtend �%•a
the wire mesh support to the bottom of rum ;a��
Construction .,r ✓f' IrT1�1
the trench. Fasten the wire reinforcement,then fabric on the u sl e side of
'�Fti';MATERIALS the fence puss, Woe or plastic zip ties should have minimum 50 pound tensile
1• Use a synthetic filler fabric of a[least 95%by weight ofpolyoicfrns or
Specifications strength.
polyester,which is certified by the manufacturer or supplier as conforming to
e requirements m TM D 6461,which is shown in part it Table 6.62h. 5. When a wire mesh support fence is[Laud,spare posts a maximum of 8 fee[ Noramlal chisel Pohl SEcinct blade
apart. Support posts should be driven securely into the ground a minrtorrm of 3'Wdth g•p
O Synthetic filler fabric should contain ultraviolet ray inhibitors and stabilizers 24 inches Caroetera installation
to provide s minimum of 6 months of expected usable construction life at a V''bratoty plow is not acceptable 13eccuse of horii:ontol Corripoctlon
temperature range art)to 120'F. 6- Extra strength filter fabric with 6 feet post spacing does not require wire Flgure 6.62b Schematics for using the slicing method to install a sediment fence.Adapted from Sig Fence that Wanks
mesh support fence. Securely fasten the filter fabric directly to posts. wire or Figure 6.62a Installation detail of a sediment fence. V
plastic zap ties should have minimum 50 pound tensile strength.
6.62.4 6.625 6,62.6 T w
6.62.2 1Tev,5113 Rev-51r3 6.623 Rer.5p3 Rea 51D An.5113 v1
•
Pra Circe Stan dards and Specrfrcaflons Practice Standards and Specrfrcadons
V
Maintenance Inspect sediment fences air least ooce a week and after each rainFaO.Make any Maintenance Inspect sediment fences at least once a week and after each rainfall.Make any
required repairs immediately. required repairs immediately. W
o [be fabric of a sediment fence collapse,tear;decompose or become Should the fabric of a sediment fence collapse,tear•decompose or become Praeffee Standards and Specrfrcattons Pmefice Standards and Speciflcatrons
ineffective,replace it promptly. ineffective,replace it promptly. e
Remove sediment deposits as necessary to provide adequate Remove sediment d _- -- --- - - --
oPas' essary p quote storage volume eposits as necessary m Provide adequate storage volume 6.52
for the next rain and to reduce pressure on the fence. Take care to avoid for the next rain and to reduce pressure on the fence. Take care to avoid BLOCK AND GRAVEL INLET PROTECTION (Temporary)
undermining the fence during cleanout underminingthe fence during destruct Temporary I g N
porary sediment poolwire meshRemove all fancin materials and unstable sediment de osits and brio uhc g materials and unstable sediment de t7eWdtBring -�g p g Remove all Fencin posits and hying the CorterhatBblockarea ro gmdc and stahilizE it a0er the contr bating drainag area has been atra ro grade and siabiliz�it after tiro coanihuting drainage area has been Definition A sediment control barrier fumed around a storm drain inlet by the use of _ ___
properly stabilized. properly stabilized. standard concrete block and gravel. 1' min r2:t sltrpe-- g.y Slope
con
2' max ---►
Refer e annces ASTM D 6461-99."Standard Specification for Sift Fence Materials"ASTM References AMM D W I-99-"Standard Specification for Silt Fence Materials"ASTM PUrpoSe To help prevent sediment from entering storm drams before sfabiliang fie 1
international.For referenced ASTM standards,visit the ASTM weltsite, International.For referenced ASTM standards,visit the ASTM website, contributing watershed. This practice allows early use of the storm drain Foe gravel "• I li ea* O
www.astm.erg,orcorttan ASTM Customer Service atxrviuiy'es4n.olg-For www•asrn•org.orcamaciA5TM Customer Service [e-mail] Hs u' !-`_ „�+ face(I, minJ[l, 9'
Annual Book ofASTM Standards volume infiturnifimi,referto the standard's Annual Book ofASTM Standards volume information,refer to the standard's thickness) stone (l �[
D 6 for S =4 p= O
Document SummarypagcontbeASTMwebsite. Conditions Where �� storm drain inlets ire to made operational permanent
� ,.
Document Summary page on the ASTM i stabilization of the disturbed drainage area, This method of inlet protection .�,� -� Figure 6.52b Grayeldmp Intel pmmvfim(graveldoma).
ASTM A 462-03. -Standard Practice for Silltt Fence Installation-ASTM ASTM D 6462-03. Standard Practice for Silt Fence Installation-ASTM Practice Applies applies to bath drop inlets and curb iniels where heavy,flaws are expected, _
International.For referenced ASTM standards,visit the ASTM website, International.For referenced ASTM standards,visit the ASTM webshe, and an overflow capacity is necessary to prevent excessive ponding aroundwww- �-
www-astm.a arcontactASTM Customer Service [e-mail] the structure. Shallow temporary flooding after rainfall should be expected,
Annuashr Book
o AeontactASTM Customer Service on,refer
the standard's
For ' 0.If Daly smite and gavel are used.keep the slope inward the tole#no steeper
Annual nt Summary
mmary p Standards volume information,refer to the standard's Document
Book Summary
p Standards volume information,refer ro the standard's however. than 3:l.Leave a d grinrmt a use wide level stone area between the o stee er
Document Svtnmarypage on the ASTM wehsHe, Document Sttnunarypage on the ASTM website- and around Leave
a min nnumpreve ltgtavel from corning inlet.et the slope toward
This practice meat not be used near the edge of fill material,and most notinlet to
P
C. Joel Sprague. PE. Silt Fence Performance Limits and Installation C. Joel S mgn, P8, Silt Fence Performance Limits and Installation divert water snot from the storm drain. the taint,use starts 3 inches in diameter or larger. On the slope away from
� -
Requirements. Sprague and Sprague Consulting Falgineers and TKU Requirements- Sprague and Sprague Consulting Engineers and TRl/ 21 slope,gravel litter
the inlet use ti-%.iach gravel(NCDOF#57 washed stone)at a minimum /►
Environmental,Inc. Environmental,Inc.
Design Criteria Keep the inainage area no greater than 1 acre unless site conditions allow for thickness of l foot w
it.
Carpenter Erosion Control.61tp:1/www.tommy-sfincoml Carpenter Erosion Contro llww l.http: w.toumy-sfID.corn/ frequent removal and adequate disposal of accumulated sedimbr
Keep the height ofthe barter at least 12 inches and no greater than 24 inches. Maintenance Inspect the hauler at least weekly and after cwh significant(%inch or greaser) r ,Kentucky Erosion Prevention and Sediment Control Field Manual,2004. Do tut use mortar. Limit the height m prevent excess parading and bypass Temporary sediment rainfall and make repairs as needed.
rl
Kentucky Erosion Prevention and Sediment Control Field Manual,2004. y wlrt=,SCFP.eri D@MfBi$rlFTg
RunufConlrvl Meawres RanoffConiml Measures flow- pool
6.20,Temporary Diversions 621),Temporary Diversions p Remove sediment as necessary to provide adequate storage volume for
Recess the first course of blocks at least 2 inches below the chest opening of NL_ _ subsequentmins.
ouffel Arrtection Roller Prolection the stormdrain for lateral support Support subsegquent courseslaterally if - w
6.4[-Outlet Stabilization Stmdmc 6.41,Outlet Stabilization Structure treaded by placing a 2 x 4 inch wood stud through the block nperrirgs tlral are t min _ 1 fr• When the contributing drainage area has been adequately stabilized,remove
perpendicular to the bloat cortrse needing support.Lay some blacks on their 2' max all materials and any unstable soq,and either salvage or dispose ofit properly,
Appendix Appendix side in the bottom row for dewatering the pool(Figure 6.52a). Bring the disturbed area W proper grade,Ih® smooth and compact it
8.03,Estimating Runoff 8.03,Estimating RurmtT Appropriately stabilize all bare areas around the inlet
Place gravel just below the top of the blocks on slopes of 2:1 or flatter. Place 1 = r�r�'
L
herllwareclothorcomparablewiremeshavith1/2-inch openings overall block `- - r _ : ' to inlet
openings to hold grant in place. 58dlmerlt with grate
References IdetP-mdoa
The tap elevation of the structure must be at least 6 inches lower than the Rgure 8.8?a Block and gravel drop Netpmec6on- 651,Hardware
a�e Cloth Drop Inlet ravel Inlet
(Temporary)
gimmud elevation downslope from the inlet.it is imporh nt that all storm(tows 6S 1,Hardware Cloth,and Gravel inter Protection(Temporary)
pass over the Stratton and into the storm drain and riot past the structure. North Caroffna Department of 75rnrparlatfor
Temporary driving below the structure maybe necessary to prevent bypassflaw. Standard Specifications for Roads and S[ractures
Material may be excavated from inside the sediment pool for this purpose. Construeflon 1,Lay one black an each side of the suactu a an its side in the bottom row
Specifications to allow pool drainage. The foundation should be excavated at least 2 inches
Pe below the most of the star m drain. Place the bottom row of blocks against ,+,,�yEliaaOsaas+ .
the edge of the storm drain for lateral support and to avoid washouts when
2 overflow studs thr�Ifneed�ooccke support to subsequent rows by placing a' 0�\�
2.Carefully fit hardware are cloth or comparable wire mesh with hunch openings +2
Re•.Stu CQ3 Rev.5113 6.62.7 over all block openings to hold gavel in plane. r
3.Use clean gavel,e/s-to Ye-inch in diameter,placed 2 inches below the top
of the block an a 2:1 slope or flatter and smooth it to an even grade.DIX 0" �� 527 0 .-
washed store is recommended. 0. i
LNG1 N
+41118
Practice Standards and Specifications Ppacdee Standards and Specfszrons
a VVV
Practice Standards and Specifications
a
6.20 dawvnhifl side with 0te spoil than to build diversions by other meads. Where Channel design-- shape: parabolic,tralxezoidal,or V-shaped
6.41 -- ` g space is limited,it may be necessary to build the ridge by hauling in diildrig side slope: 2:1 or flatter
.I g • 1 Rater depth-Detnmi[rs[lie tail-water depth immediately below the T D -- matcrial,or using a silt fence to divert the flow. Use gravel to form the 3:1 or flatter where vehicles cross
cuvert or
pipe outlet based on the design discharge. The ratio of tai--woter
tb to diameter must be determined in order to select the diversion dike when vehicles must cross frequently(Figure 6.20b)-
dap Pipe appropriate Grades--Either a uniform or a gtatfvatgy increasitg grade is preferrai Y
Y �p
rcprap apron err plunge pool design method. Oefinition
A rem ridge or excavated channel or combination ridgeand channel Sudden detxoases in grade accumulate sediment and should be expecte3 to Defiiniumn Astructure designed to control erasion at the outlet ofa channel or conduit Pn®ge Posh--Two plunge pool methods are presented in Appendix 9.06, constructed across sloping land on a predetermined grade_ Coarse aggregate cause overtopping.A large ir3crease in grade may erode.
the USDA Mange Pool Design at Submerged Pipe Spillway Outlets,and the Otidlet-Design the outlet to accept flaw ft,=the divertsion plus any other
USDA Riprap Limed Plunge Pool for Cantilevered Outlet Software flow[tin Purpose To protect work areas from upslope rmroff,and to divert sediment-laden water 3:1 Max
PU oSe To prevent erosion at the outlet ore clumnel or conduit by reducing the velocity Federal li'ighway Administration can be downloaded at P contributing areas- Divert sediment-laden nwtvff and release thmrrglr a
of flow laid dissipatingbttpJ/www.�wva brat m appropriate traps err stable outlets. 18"min vd sedimennt-trappmg device {Practice 6.bf1, Terttparary Sediment I}ap sad V)
eaeagY- ga�%aginmring>*tmalicdsoftwnmcfm. Fri spreadshetds flu the USDA Ftio l-
methods are available droogh the Land Quality web-site at bttpJtwww.dlr. ­MlaL- Practice 6,61,SedimmirBasm).Flow from undisturbed areas can be dispased Z
� ' $ Conditions Where here T practice applies to construction areas where runoff t�tt lee divcried and :. - by a level spreader(Practice 6.40,Level Spreader). W
Conditions Where This pracnoe applies where the discharge velocity of a pipe,box culvert ii = I - _
diversion channel,of other water con disposed of properly to control erosion, sedimentation, or flood damage.
open conveyance structuf a excee[is the Figure 8A1a Typical Plunge pact Practice A lle5 ill (IF=([ -I I I'! II l w[ l -I -1l smaQ diversianm�tvitere the diveastmt cbmintel de is between 0.2 and
Practice Applies PP Specific locations and conditions include: - �
pnermiasn�fe velocity of the receiving channel or disposal� design shovriu�variable dimensions. � t--- 9'typical � 3%s,a permanent vegetative toreros reegrired Apiftrabolic charnel and ridge
•above disturbed existing slopes,and above cut or fill slopes to prevent ( I L5 feet deep and 12 feet wide may be used for diversixns with flows up to 5 O
Planning Themrtte fsofe l anmels,conduits,and olhd'shvcturm arepoinhiafT cnasion T. Z runoff over the slope; cis. This dcpOt does not uuclude free000 d or settlement Side slopes should U Z
potential because they frequeudy carry flows at velocities that exceed the •across unprotected slopes,as slope breaks,to reduce slope length; Figure 6.20b Temporary gravel diversion dike forvehicia crossing(modified from va S"WCC). be 3.1 or flatter,and the top of the dike must be at least 2 feet wide. >_ O
Considerations allowable limit for the area downstream. To F_ I-
prevent Scots and undermining; 4 6 •below slopes to divert excess nmotrfo stabilized outlets;
an outlet stabilization shucttne is needed to absorb the impact of the flow and Cf)
reduce the velocity to non-erosive levels. A t •where needed to divert sediment-laden water to sediment Plan temporary diversions to function ] year or more, or the may be Construction 1. Remove and properly dispose of all frees, brush, stumps, and other Z Z
xiprap-lined aeon is the most asps; P er1' Y Y Y
echonablc matmiaL O_ O
oomnronly used practice for this purpose because of its relatively lox,cost constructed anew at the end ofeach days grading operation to protect new fill- �J W U
•at or near the perimeter of the constnuetion area to keep sediment from SpedfcationS U V)
and ease of-vrstallation. The riprep apron should be enctended downstream Diversions that are to serve longer than 30 working days should he seeded and (I) �
2_ rosure thst the minimum constructed enm section meets all design W
until Goble conditions are reached even though this may exceed rite length leaving the site;and mulched as soon as they are constructed to preserve dike height and reduce
calallated for design velocity onntrd. •above distttrbedanew before stabilization to prevent erosion.midtnaintain maintenance. rea�� LlJ O Ld l�
Ld
Riprap-sb[litrg basins or plunge pools reduce flow velocity rapidly. They acceptable
acceptable working conditions- When design velocities exceed 2 fllsec,a channel liner is usually necessary to 3.13asae that the top of the dike is not lower at any paint than.the U
the design t�
should be considered in lieu of aprtms where pipe ontlels are car it ® •Temporary diversions may also serve as sediment asps when the site has prevent erosion(Table 8.05a Appendix 8.0�. elevation phis the specifiedseu3etaent Q
err where high flows would require excessive apron length(Figure 6.41a). been overexcavated on a flat grade;they may also be used toconjunettan W O
Consider other energy dissipaters such as Concrete impact basins or paved with a sediment fence- Temporary diversions may serve as in-place sediment traps if overexcavated 1 4 Provide sufficient room around diversions to permt machine regrading and d Q
outlet stnuchres where site conditions warrant.
to 2 feet and placed on a Hearty flat grade. The dice serves to divert water as cle>malt U U
A combination silt fence and channel in which fill from increases-
-
Ahtaaative meFliods of energy dissipation can be found in Hydraulic Design Planning It is important that diveisions tic properly designed, consfrexted surd the s s.Vegetate the ridge irttmediately after cnttstructian,artless it will will rem Zain in Z
of Energy Distapatas for culverts and Chatmels, Hydraulic Engineering maintained since they concentrate water flow and increase eroseott potexitiaf the channel is used to stabilize the fence can trap sediment and divert runoff place lesstitart 30 working days
Circular No. 14, U.S. Department of Transportation, Federal Highway Hipralp AProw titre-The apron length and width can be determined Considerations re simultaneously.
(Figure 6.20a). Particular cam must be taken in plaamirtg divetsiun grades.
Adni'mistratian- according to the tail•wattr condition. if the water conveyance struchme Too much slope can result in erosive velocity inthe diversion channel oratthe
Wherever feasib[e,build and stabilize diversions and outlets before initiating Maintenance bisipecttempomilydivetsionsoneeaweekandaftereveryminfall.Immediately N N
disehaagea directly info swell-defined charnel,extend of apron across
ove the outlet.A change of slope from steeper grade to flatter may cause depositioQ w other iarrr}-disturbing activities. remove sediment from the flow area and repel the diversion ridge. Carefully i [
The]n.Ct"of of a culvert is a stream is suN.C.to the conditions of a U.S.- charnel boifom and up the chancel banks to an elevatlam of OS foot above the occur. The deposition reduces carrying capacity,and may cause overtopping check outlets old make timely repairs as needed. S4Eten the area protected is Q Ld
AmtY Caps of Engineers 404 Permit and a N.C.Division of Water Quality maximum tail-water depth or to the top ofthc bank,whichever is less(Figure and failure. F t inspection and time) maintenance am essential to the
Q
461 Certdreation. These permit conditions may not allow the uas Ufa rilnap 6.41 c). r�°an � y permatnzrrtlp stabilized,remove the ridge and the c}>mrael m blend with rife N
Won,and may require that the btmam of the culvert be buried below the Proper ftanctioning ofdiversions. Design Criteria Arairtage area-5 aides or less. i p
natural steam bedelevation.h formed scour Determine the maximum tdlonable velocity for the receiving g natural ground level and appropriately stabilize it. l
pro- noon streams
s po l not
o use a rty 8 •and Sufficient area must be available is construct and properly maintain diversions. Capacity-peak runoff from 1 0-year storm. LFJ
rwnsidraedintlresesituatious.l'ltmgepool designs instreamsshouldnotusaa design the riprap apron to reduce 11aw to this velocity before flow leaves
cantelevered outlet because it would pose a barrier to migration of aquatic I& the apron. Calculate the apron length for velocity oc rkol or use the length It is usually less costly to excavate a channel and form a ridge or dike on the
through the culvert. Reducing the outlet velocity may requaw a�nitmatio n required to[[rest stable conditions downs[tram,whichever is greater. Velocity-See Table 8.05a,Permissible Velocities for Erasion Protection, Rl~tt?renCeS '��0,To a6iIiz y Seeding;
e O
of techniques,including a crivert with a flat bottom,a downstream cross vane
to create tail-water at the audvt ardor a Grade-Ensure that the apron has mro grade_ There should be no overhIl Compacted soil 2' Appendix 8.05. 6.11,Termanen•� r' Z
J-16.11,Permanent pips preformed scans pnvL at the end of the apron;that is,the clevatiaan of the top of the rtnp at the s min r! ---Ridge design side slope: 2:1 or{latter 0.14,Mulching Sheet No-
downstream end should be the same as fie elevation of the bottom of the + 3:1 or flatter at points where cross
Design Criteria Capacity- IQ year, prank muff or the design discharge of the water receiving channel ortheadtacent groundiftheae is no dhaanel. :- top width• 2 fl minimum OrdletProterlivtr
conveyance strrrchae, greater .. F1CW freeboard: 0,3 ft minimum 6.40,Level Spreader
ease whichever is = .,, •is :oc:. ,...
eat-The should be anal t eargtlr,M if 18 min settlement: ]0%of iota[fill height minimum
Aligtm apron gh throughout its erdire I .- - r •={:' :=:°.- 4� 6.41,Outlet Sta(niliraliort Struciute
a Curve
i is necessary to align the apron with the receiving abeam locate the
' 33 of 37
ainve nt the upstream atxxiaa of tip rap. =i 1 I Ill_ I I I I- ill - H Ili
If 6'typical -�
6 a6 6AI.1 Figure 6.20a Temporary 6.41.2 Fi acx-our g pararyearthen dwers]vn[Eke. Date: 5/22/24
6.20.1 6.20.2 6.203 Scale: NTS
Project No.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

Practice Standards and Specfftcadlans a Phwfikt Shw&wdv and Spa Wadoirs Prae ice Standards and Scions 14A &10
PROFESSIONALS P.C.
6.32 COnStructlt]n I. Clem the area of ail debris that might hinder excavation and disposal or �
TSD min Island over Inlet°�Dike l� �I ROCK PIPE INLET PROTECTION Specifications RIVER RUN EXECUTIVE 01=FiCE5
" prep in a semi-circle around the pipe of M � 2. Install the class B or clans f ri
1.5 in
inter. The stone should be bulk up higher on each cad where it ties Into the S U iTE-B t •. , m �banlmherl.The minimum crust width ofthe npmp should be 3 f�,with a 110 EXCHANGE STREET
Bald own stakes=-"'' . ;,�, r Definition A horseshoe shaped rock dam strttr3rre m a papa inlet with a sediment storage ��' 1
Definition o H cut o tubing pe conduit extending temporarily Sum the top m the bottom area around the outside of the structure. t minimum bottom width of l l feet The minimum height should be 2 few but DA N VI LLE. VA. 24541
of a tut or fill slope. _.l` - Pcr - =-
.. .Y _` IIi_rIi �'
I
II'' Rp err also 1 foot lower titan the shoulder ofthe em[xnrkmeet ordiversion4.1 -) I(� t` PU se To prevent sediment from entering,accumulating in and being transferredTo conv Concentrated runoff down the face of a cut or fill sl without f-1 ^�i�IT PIIfpOSe ° IrtICt by a culvert or storm drainage system prior to srahilion of the disturbed - 3. A 1 footriver toyeroFNC Dt7f#5 or#57 stone shouldlxplaced cutthe
cauai[tg erosio® 10 spacing 11=
€! �Y t rT drainage area.This practice allows early use ofthe storm drainage system. _ � ::� - outside slope ofthe riprap.
This practice a ._ 11 Bock inlet 'on m be used nt i with a maximum diameter :i` _ -
_
Conditions Where 1� applies to construction areas where stormwata runoff above a
4, The sediment storage area should be excavated around the outside of the
?Itisec COndi6orls Where P� Proms a5' PPas � � stoneho[seshcel8ine�sbe[owrnmtmlgrede.
cutorSllslopewill cause erosion ffallowedto flow overtheslope.Tetra II = of 36 inches. This inlet protection may be used ro supplement additional r
N.C- LICENSE: # C-2577
66��, 5. When the
inalContributing drainages,c has been proper! fell depression V.A. LiCENSE: # 0404-00 1 40 1
'-'F'p sediment flaps or basins at the.pipe outer,or used is txmhbimatiaa with an � and establish final gating elevations,compact area property,and stabilize
Practice Applies ��drains are generally used in ccejtmetian with diversions to convey r�imaff lcorrugated
p 9��. �� �I I1 I PreCtICE Iles excavated
��aednrterrt storage area ro serve an a sediment tlaffi lI�P ��_:,
down a slope until permanent watts disposal measures can be installed. ttemporary' crap- Pipe
4 J'
Tapdt inlet protection should be provided fn protect the roam drainage system and � � � with grand cover.
downstream areas from sedimentation untfl permanent stabilization of the
Planning There is often a significant lag between the time a cut or AD slope is graded " ' 10( Woo disturbed area
g Stabilize lli r drai�ge
and the time it is t��n temporary
slope
drains
this period,the h wic is very !t x eve o r a ni t Flow i` in rock inlet at least
Considerations vatnaable to aosiaa and Ye<nparazy slope drains together catch tempor�y outlet - s'�_:.:a �_ � Doatrtiattel!this®esaureiawinteratftteator ialstream /� t Maintenance P won weekly andaSereachsigaificam{y
E -V '• inch or greater)rainfall event and repair immediately. Remove sediment and PHONE NO.4434) 79Z 3b80
diversions can provide valuable protection (Practice 6.2U, Temporary tiara R ��;4-+ :r - ;�z -# - Flpp=A t' , .-,s 1,lQlrlit r,, } �t restore the sediment storage area m its original dimensions whet the sediment1Xversions). }` ^v9I{= PIi3nniR Whit constnrciivn on a project reaches a stage where culverts and rather storm has aCQIInulated td one-halfthe design depth ofthe trap. Place the sediment �! V� NO. �4� � 7 7 Z-3 68
B11=IIlIF�III_ sTt .:"• g e shucarres are installed and m '
It is important that these 4'min i t I Considerations drainage ant areas are brought to the desired designated disposal area and the contaminated
very temporary Sll usually
be sized,severe
d,and i4 r� dlarra v •u I
_ that is removed is the
maintained properly because tuna fmlthre will usually result ut severe ensimr level Section ----�----- Bade.there is a treed to protect the points where runoff can leave the site
of the slope. The entrance section W the drain sboutd be well entrenched through culverts or storm drama. Smula to drop and curb iniets,culverts 's parrofthegrave]facing. wwvv.Iandeng.COm
recd%ingru
to or water can eater ft". The train should extend Flgu m 022m CWW seccWn sit ramponey 5lapedualn lakes or sheaffficoica tns Lti en!sit£the pipe discharges into a sediment trap basin, must 6e replaced immediately.
.--
downslope beyond the the of the slope to a stable area or appropriately ry ergs amounts of sediment areas can Checkthestrucatre Sze damage.Any riprep displaced 6umthe stone horseshoe
and stable so that surface
stabilized cadet the pipe or pipe system itself may clog with sediment. b .-.Entrance--Construct the entrance to the slope drain ofa standard flared�ttd i Attar all the sediment-producing an all the areas have been pe Smanth a arm to
Oil= rots of concern are fail=from o madequale pipe section of p�(Figure Design Criteria rage � nauove the svuarse and all the unstable sediment Sm°otEt the area to
Ib v�Pl�g finch� i pipe with a minimum C finch meal toe r 6.32a). Make When used in txrmbiaation with oat excavated sediment sin area to serve t
inlet capacity and lack ofmaintmance ofdiversion channel capacity and ridge all fittings watertight A standard T-section fitting may also be used at the as a temporary sediment trap,the
height inlet. must be��� The maximumdesign
errata criteria for temporary red-anent traps f �` blend with the adjoining areas and provide permanent gonad cover(Surface
area should be 5 acres,and 3600 f Smbduation).
cubic feet of sediment storage per acre of disturbed drainage area should be
Temporary diversion-Gerendly,use an earthen diversion with dike ridge provided, lk�o ( } References Inlelprorection
Design Criteria C°pacit)-peak nmoff from the 10-year storm. to direct surfcec nmofFinto the temporary slope drain.Make fae height of the 6.52,Block and Gravel Intel Protection(Temporary)
Pipe cue--Unless they ate individually designed,size drauts according to ridge over the drain conduit a minimum of 1.5 feet and at teast 6 inches higher The minunum stone height should be 2 Feet,with side slopes no steeper Than r
Table 632a than the adjoining ridge on either side.The rawest ptiad arthe diversim ridge 2:1. The slime"hllrseshce'urmmd the laps inlet should be constructed of SedtmentTrup and Barriers
should be a minimum of I foot shave the top ofthe drain so that design How Class B or Class I rlprap,with a minimum crest width of 3 feet.The outside 6.60,Temporary Sediment Trap
Table 6.32a Maximum Drainage Pip*Diameter can freely enter the pipe. face of the riptap should be coved with a 12-inch thick layer of 45 or#57 Natural Ruind Surface Stabilwanon 1
Size of Slope Drain Area per Pipe(acres) (inches) washed stone. W Hoodarall,I'thin 6.15, v
Oatletpmtectlea---pmtecttheota[etofthe slope drain Wmerosion(Pmctce t � �P
6.41,Otalet SrabUkadon Structure). In pre let paring plans for rock pipe in ptxuedion,it is important to protect the n ��
0-50 72 F t ¢-3 ' sh
height
from rood ailder �-•.>^-
0-75 15 �nkmentover the pipe frmaovertopping-The top ofthsstoneshouldbea Floe si
>1.00• as designed A eommum failure of s drains is caused minimrun of!foot below the top ofthe fi!l over tbepips The stone should tic
North CunIbia De
® Ct]nStruCtlOn by water saturating the soil and into the:fill on both sides o[We The toe ofthe scone should be m r } s P ofTn7rcspartatian
PrPe Erosion 8`Sedimentation Guidelines for Divisicu Maintenance non,
seeping along the pipe.This creates vacs from consolidation and piping and loser than 2 feet from the culvert to allow a mf hi flows- � �_ f.�"'' �Invert �
'Inlet design becomes more complex beyond this size. Specifications ceases washouts. Proper barlfllling around and under the pipe"hemtches' opening Pig t=`r s , m, 1993.
with stable soil mataial and hand compacting in 6-inch IsHs to achieve firm The sediment storage area should be excavated upstream ofthe rock.pipe inlet ti - = {- -- _ - -- y Virginia Erus€it and Sediment Cantraf Hamiboak 1992. STD& SPEC
contact between the pipe and the soil at all points will eliminate this type of tection,with a minimum depth of is inches below grade.
Cond�t�°nswct the slope drain from heavy-daty,flexible materials such ��• pro - - - } 3.06,Culvert Inlet Protection.pages 111-06-tII-51(Culvert ltil�Sediment5edime
as namperfnratad,cturugated plastic pipe or specially designed flexiblenhbing . - -- --. - -.--- -.---- --- Trap)-
(Figure 6.32a). Install reinforced,hold-down grommets or stakes to anchor 1.Plan slopechains an undisturbed soil or well co -FIM.ti.'.M Reck pipe lnfet pralectlor[plan vbar end txass.aedtort vicar
the conduit at intervals not to exceed 10 ft with the outlet end seceoly fastened and elevations shown on the plan. compacted 6k1 at locations O rO
in place.The conduit must extend beyond the toe of the slope.
637-1 632.2 ter.12rZ R­6M 6 S6_i &r 2 Rex bros Rev"6 b.553
U
a
Practice Standards and Specifications Practice Standards and Spec fications PmcdceStandar'ds and Specifrcations Practice Standards and Specificarioas Practice Standards and Specifications
6.65 Baffles need to be installed correctly in order to fully provide their benefits. Construction MATERIALS N
` u Refer to Figure 6.656 and the following key points: Specifications 1.Use[[tatting made of I Di)%coconut fiber(coir)twine woven into high
® m strength matrix with the properties shown in Table 6.65a. r�
rn•Q •The baffle material needs to be secured at the bottom and sides using
Definition Porous barriers installed inside a temporary sediment trap,skimmer basin or ro E un a staples. 4 - = 2. Staples should he made of 0.125 inch diameter new steel wire formed into a
sediment basin to reduce the velocity and turbulence of the water flowing d E.- (I'shape not less than 12 inches in length with a throat of 1 inch in width. The
through the measure,and to facilitate the settling of sediment from the water a, ° E °< o •Most of the sediment wilt acemnulate in the rust bay,so this should be staples anchor the
c Y ° A readily accessible for maintenance-
before
baffles into the sides and bottom ofthe basin. l
before discharge. N a I sit Y !�
!t w J.
3. Ensure that steel posts for porous baffles are of a sufficient height to support FriT.�
Purpose Sediment traps and basins are designed to temporarily pool 171rlafFwater to w Lo baffles at desired height. Posts should be approximately 1-318"wide measured I
w II��11
allow sediment to settle before the water is discharged.Unfortunately,they O ° ° _ - -. parallel to the fence,and have a minimum weight of 1.25 Ib/linear ft-The posts
are usually not very efficient due to high turbulence and"short-circuiting" U° Drape baffle material over wire strand and Extend 9 gaugew Are basin s de orir stall i postmanchar f must he equipped with an anchor plate having a minimum area of 14-0 square �^
flows which take runoff quickly to the outlet with little interaction with most 2secure with plas[ictiesat posts andon wire every 12" Gakietosideofhasmandsentremverti�ipost r inches and be ofthe self-fastener angle steel type to have a means of retaining V
wire and coir fiber mat in the desired position without displacement.
ofthe basin.Porous baffles improve the rate ofsediment retention by distributing -- -
the flow and reducing turbulence.This process can improve sediment retention 04'Max.
4.Use 9-gauge high tension wire for support wire.
Conditions Where This praefice should be used in any temporary sediment trap,skimmer basin, - 9 .� z s ro Table 6.66a Specifications
Practice Applies or temporary sediment basin. so m ° 9Gauge Mhl4jgb for Porous Baffle Material O
pp E or m Tension Wue Strand 3'AtlIll f r Variable Depth
_ _ Coir Fiber Bartle Material Property Reg
uirement„s O
u R v TShato F l �_.. Thickness 0.30 in.minimum
a o .E Berme Material ?I Secure t ottorn ofbaffleto ground Figure 6.66d Close-up of a porous baffle- Tensile Strength(Wet} 900 X 680 Is/R minimum
Planning Porous baffles effectively spread the flow across the entire width ofa sediment c a i i B ^ "
basin or Water flows through the baffle material,but is slowed sufficient! $ ° err m i 12 staplesat l2'marimumspac"sng" s = 1 r -:, Elo afion et 69%x 34%maximum
Considerations �t r Q7 L ran �-� .
to back up the flow,causing it to spread across the entire width of the baffle cn sit F ? BaHie Meter al .F WeiFlo Vefnc 10 12 fflset /t
Weight 20 ozJSY 680 Im minimum
(Figure 6.65a)- ^' - " = 0 Minimum Width 6.5 feet
CisN ��-BahleMatetial
m Open Area 50%maximum
Spreading the flow in this manner utilizes the full cross section ofthe basin, ro ,E �� � -
which in turn reduces flow rates or velocity as much as possible.In addition, As v CO Figure 6.65c Example of porous baffles made of /1
the turbulence is also greatly reduced.This combination increases sediment n err E w °if the temporary sediment basin will be l I Gauge 700 g/mZ coir erosion blanket as viewed from the Fib
E ru •a
converted n w to rmaneritstormwaier basin Landscaping Staple pullet. CONSTde RUCTION
e basin o that the bottom is level from to back and side to side.
deposition and retention and also decreases the particle size of sediment captured. m m m Pe
�. of greater depth,the battle height should be
The installation should be similar to a sediment fence(Figure 6.65b)- The fabric u based on the pool depth during use as a
should 6e 700€1mr coin erosion blanket(Figure 6.65c}or equal. A support wire temporary sedunent basin. I; t r{h r i 2.lostall the coir fiber baffles immediately upon excavation of the basins. _J
across the top will help prevent excessive sagging if the material is attached to it m s F f 1 ! = I t Design Criteria The temporarysedimeni trap ortemporary sedimentbasin should be sized ry,
with appropriate ties. a � using the appropriate design criteria 3.install posts across the width of the sediment trap(Practice 6.62,Sediment
Note-Install three(3)mirfiber baffles inbasins ; _Steel post Fence).
o v atcrainage oudetswitha spacing oft/4the 2'4YDepth The percent of surface area for each section ofthe baffle is as follows:
0 M basin)engthTwo(2)coirfiber baffles can be - •inlet zone: 25% 4.Steel posts should be driven to a d
d @ Baffle Mate"should ire seared to the bottom Po depth of 24 inches and spaced a maximum of
h� installed in the basins less than 20 tL in length •first cell: 25% 4 feet apart.The top ofthe fabric should be aminimum of 6 inches higher than
ea s is and sides Gfbasin using l21andscapestaples
m _ o with a spacing of 1/3 the basin length. •second cell; 25°/a the invert ofthe spillway.Tops of baffles should be a minimum of 2 inches lower
•outlet znrne: 25% than the top ofthe earthen embankment.
cmi Baffle spacing in future permanent stormwater basins is beyond forebay.
L E
rn 5. Install at least three rows of baffles between the inlet and outlet discharge
�
c ter_ m 9 Be sure to construct baffles up the sides of the trap or basin banks so water does point.Basins less than 20 feet in length may use 2 baffles.
m \\\ Figure 6.65b Coir Fiber Baffle Detail
_ O Q --a not flow around the structures.Most ofthe sediment will be captured in the inlet
c a Cross section of a porous baffle in a sediment basin.
d, c m N nr zone.Smallerparticle size sediments are captured in the latter cells. Be sore to 6.Attach a 9 gauge high tension wire strand to the steer posts at a height of 6
ry ro QL a o y q o maintain access to the trap for maintenance and sediment removal. inches above the spillway elevation with plastic ties or wire fasteners to prevent
r S " ,� 13 m sagging. If the temporary sediment basin will be converted to a permanent
o ip ° The design life ofthe fabric is 6-12 months,but may need to be replaced more stormwater basin of a greater depth,the baffle height should be based on the pool sit e r ran
v 3 often if damaged or clod- depth during use as a temporary sediment basin. .`aaaaa�Y as
R.tv.5113 nee.5n3
6.65.1 m•.S t3 6.b5.4 Rcv.sr[3
6.65.2 Re."slur 6.65,3 6.655
r
r
w,
527 ❑ _
= �
04
�♦.� GIN E � ,�
Date: Page: ��'♦.f 0AM *P+��.•.
Practice Standards and Specifacatioas 4'MIN SILT FENCE Practice Standards and Specifications
7. Extend 9 gauge minimum high tension wire strand to side of basin or install 13
steel T-pasts to anchor baffle to side of basin and secure to vertical end posts as I f I I I I
shown in Figure 6-65b. B-6,4 The costs of using a skimmer system are similar,or occasionally Eels,than
SEDIMENTSKIMMER a conventional rock outlet or perforated riser, however,the basin is more
�i
8.Drape the coir fiber mat over the wire strand mounted at a height of 6 inches - � efficieut in removing sediment. - �
can 6e reused on furore projects.Another advantage of the skhnmer is that itThe main disadvantage of the skimmer is � � �
shove the spillway elevation. Secure the cur fiber ma[to the wire strand with that it does require frequent maintenance.primarily in removing debris from
plastic ties or wire fasteners.Anchor the matting to the sides and fluor of the -' `" -
Definition An earthen embankment suitably located to capture runoff with a trapezoidal the inlet.
basin with 12 inch wire staples.approximately 1 ft apart,along The bottom and _ spillwaylincdwithanimperincablegeoteztileorlaminatedplaslicmembrane,
side slopes of the basin. _ - -w - and equipped with a floating skimmer for dewatering. A skimmer must dewater the basin from the top ofthe water surface.The rate
of dewatering must be controlled.A dewatuing time of 2-5 days is required-
Purpose Sediment basics axe designed to provide an area for n aoff to pool and settle Any skimmer design that dewaten from the surface at a controlled rate 9.Do not splice the fabric,but use a continuous piece across the basin
out a portion of the sediment carried clown gradient. Pali designs used a is acceptable.
perforated riser far dewamring,which allowed water to leave the basin from LJ..I
10.Adjustments may be required in the stapling requirements to fit individual TOP OF SILT FENCE all depths.one way to improve the sediment vatR,nc late is to have an outer
Y q P mg �l , .
site conditions. MUST BEAT LEAST 1' which dewaters the basin from the top of the water column where the water
er does
ABOVE THE TOP OF .- is cleanest. A skimmer is probably the most tmamoa method to dewaler a O
repairs immediately. not dewaten the basin as fast as roceff enters it but instead allows the basin
•}, skimm z
Maintenance Inspect baffles at least once a week and after each rainfall.Make any required THE WASHED STONE _ sediment basin from ft surface,The basic concept is that the Am Mom* C)
to till and then slowly drain over hours or days.This process has two effects
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""- " - First,the sediment in the remoff has more time to settle out prier to discharge-
Be suit to maintain access to the baffles-Should the fabric of a baffle coflapss Secoad,a pool of water forms early in a storm event and this further increases c Enctasure z U)
tea,decompose,or become ineffective,replace it promptly. sedimentation rates in the basin.-Many of the storms will produce mote
STEEL FENCE POST volume than the typical sediment basin capacity and flow rates in excess of Z W
the skimmer capability,resulting is How war flue emergency spillway. This Wnter Entry (f) ) U)
Remove sediment deposits when n reached half full,to provide adequate water is also coming from the cop ofthe water column and has thereby been PERSPECTIVE VIEW unit
storage volume for the next rain and to reduce pressure t, the baffles_ WRE FENCE FRONT VIEW "treated"to remove sediment as much as possible. (Adapted from S°tlFacts: W 1i
Take care to avoid damaging the mantles during cld n v never
and replace if damaged Dewatering Sediment Basins Using Surface Outlets. N.C.State university, Pvc vent Ld U W PVC End PVC Elbow Pi Schedule 40 Q
during cleanout operations.Sediment depth should never exceed halfthe BURY WIRE FENCE, Seat Science Department) cop � Pvc Piper \
designed storage depth. HARDWARE CLOTH FILTER FABRIC,
After the contributing drainage area has been properly stabilized,remove all Q
AND HARDWARE Conditions Where Skimmer sediment basins are needed where drainage areas are too large _ warer 5 ace �far temporary sediment turps.Do not locate the skimmer sediment basin in - PVC End O
� 0
stable materials and urettable sediment deposits bring the area to grade,and FILTER OF 0. CLOTH IN TRENCH STEEL FENCE POST Practice Applies fotermittem or perennial sin ems. Cap
stabilize it WASHED STTOO NE °
SET MAX Z APART schedule 4a [a
References Sedimern Traps arrdBarriers o o� MIN.18"INTO SOLID Plannin Select locations for skimmer basins during initial site evaluation install PVCTvc wePipe yvctipe` Z
°D d GROUND skimmer sediment basins before any site gating takes place within We
'-•Holes in l2 PVC Tee Orifice
6-61,Temporary Sediment Trap °O Considerations undersiaa Flexible [tote
6-61,Sediment Basins 3'FILTER FABRIC drainage�- tiara
6.62,Sediment Fence °
p�o&t� � ON GROUND NOTES: Select skimmer sediment basin sifts to capture sediment from all area;that are
6.64,Skimmer Sediment Basin ��p ,LJo Hardware Clt3ih and gravel should oVeliay the silt fence at least 12 inches. mat treated adequately by other sediment control measures. Always consider
0aDo Of1"66°0 seem for cleamout and disposal of the trapped sediment. Locations where Bottom Surfote
McLaughlin,Richard,"Soil Facts:Baffles to improve Sediment Basins.- ¢° O� 0�0. 0 2. Stone outlets should be laced on low elevation areas of silt fence and a pond can be formed by constructing a low dam across a natural swaic are O Q
Pr , Or, o O p ENI) VIEW FRONT VIEW
iV.C-State University Cooperative Extension Service Fact Sheet AGW- o�O'p�Do`OoO�o based on field conditions.
439-59,2005_ �O°O generally preferred to sites that require excavation. where pea"lest divert � � Q
° g�°o C sediment-free runoff away from the basin.
MAINTENANCE: A skimmeris a sedimentation basin dewarering control device that withdraws
North Carolina Department of Transportation Erosion and Sedimentation water from the basin's water surface,thus removing the highest quality water Figure a-era Schematic of a shimmer,from Pannsytvania Erosion and Sediment Pollution Control Manual.
Control special Provisions 1. Per NCG-41, inspect outlet at lest once a week and after each 1 inch for delivery to the uncontrolled environment.A skimmer is shown in Figure March,200o. C'q Z
Or greater rainfall event. Complete any required repairs immediately. 6.64a.By property sizing the skimmer's contra'orifice'the skimmer can be
5ullivanB�ian.CityofHighPpintEmsionControlSpecifications" BURYVWREFENCE madeto dewater a design hydrologic event in a prescribed period.Because the Sheet NO.
BURY fi"OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Kee spillway is actually frequently,it should be stabilized
Thaxton,C.S.,J.Calantoni,and R.A-McLaughlin-20t14. AND HARDWARE CLOTH FILTER FABRIC I N TRENCH p y y
mesh free of debris to provide adequate flaw. [raring geotextilcs,or rock ifaecunmy,that can withstand the expected flows.
Hydrodynamic assessment of various types of baffles in a sediment detention �+ The spillway should be placed as far from the inlet ofthe basin as possible to
pond. Transactions ufthe ASAE.Vol-47(3):741-749. SECTION VIEW 2• Remove sediment When half Of stone outlet Is covered, maximize sedimentation before discharge.The spillway should be located irk34 3- Replace stone as needed to facilitate de-watering. natural gran'mden"erto the greatest extent possible of 37
Envfro nmenta!Quality Date: 5/22/24
• ttev.5n3 -
Rev.5113 .1 6.64,2 Rev.51iJ
r,aa c _ SILT FENCE OUTLET Scale: NTS
:1t+
Project No.
23-034-BO11\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

Practice Standards andSpecifrcations ® Practice Standards and Specif:caiions ® Practice Standards and Speciftcations PROFESSIONALS, P.C.
The desired dewateringtime can also be achieved adjusting the skimmer Design Criteria Summary: Skimmer Sediment Basin Basin dewateriU The basin should be provided with a surface outlet. A - RIVER RUN EXECUTIVE I VC OMCES
by 1 g g l; P •Dewaler<ng-Allam the maximum reasonable detention period before the
SKIMMER ORIFICE DIAMETER size and orifice diameler usingthe spreadsheet entitled ••Sedimeut Control Primary Spillway: Trapezoidal spillway with impermeable floating skimmer should be attached to a Schedule PVC barrel pipe of the p
s'p g P P basin is complete€y dewatered(at(cast 48 hours)_ Ul -B
Measures",which is available at http://pLirial.cdenr.orgAvebAr/iinks membrane same diameter as the skimmer arm. The orifice in the skimmer will control The orifice of a skimmer should be selected in order to achieve the desired Maximum Drainage Area: 10 acres the rate of denratering. The skimmer should be sized to dewater the basin in [ntlow rate-Reduce the inflow velocity and divert all sediment-free 1 10 EXCH/6 1N G E S7'RFET
dewateringtime.Three days ispmbably thcoptimal length oftime fortemporary Figure 6.64b Example Excel Spreadsheel Minimum Volume. 1800 cubic feet per acre of distnrbcd area 2-5 days). runoff. /� I /t
sedimentcantmis.h allows longer settling time forsuspended solids remaining _ Minimum Surface Area: 325 square feel per cfsofQ,o peak inflow DANVIL�E, VA. 24541
in the basin after a storm event,while dewatering the basin in less time than d Skimmer Size(inches) :ckmarner Size head on Skimmer Minimum L/W Ratio: 2A Outlet Protection-Discharge velocities must be within allowable limits for
the average interval between rainfall events- Design criteria far permanent -0333 Head on Skimmer{feet} (Inches) {Feet) Maximum tJW Ratio: 6:1 the receiving stream(References:Outlet Protection).
s[ormwater detention basins in she Division of Water Quality Siomrwater HMP Minimum Depth: 2 feet _
Manual require 2-5 days far dewatering. "5 Orifice Size(1r4 in increment 1.5 0.125 Dewaterin Mechanism: Skimmer Basin spillway--Canstruct the entire flow areaef the spillway m undisturbed
4 Y g- ) g
Minimum Dcwatering Time: Z days soil if possible. Make the cross section trapezoidal with side slopes of 3:1 or Plan View
Procedure 296 Dewatering Time(days) 2 0.167 flatter. _ - A 1.f_ 1 1('�Is rSE: 11 f -2577
Baffles Required: 3 Dallies' - 1 V l6_ LIlI.. I V L 7r `-�lL �l f
Firstdetennrnethedesireddewatetingtimeindays(i,)andthevolume(V)of 2.5 0.208 I'Nme.aasi,uL essrlun20r is tamed,mayarezteames.l -Capacity 77reminimum design capaciTyofthc spillway must be the peak
water tobe released in that time period.Dividing the volume in cubic feet by the rate of runoff from the 10-year storm. Maximum depth offlow during the
3 0.25 Drainage areas--Limit drainage areas to 10 acres. k nmoff should be 6 itches. In no cage should the freeboard of the J
dewatering time in days gives a flow rate Q,in cubic feet per day. P�
4 0333 design basin iife--Ensure a design basin life of 3 years or less. spillway be less than 1 foot above the design depth of floc Inflow _
E
QB=V/is(fi3fday) 5 0333 Dam height-Limit than height to 5 feet. •Velocity�gnsure that the velocity of flow discharged rrum the basin structure -is nanermsive for the existing conditions. When velocities exceed that -
Basin locations-Select areas that:
Next determine the head on the skimmer orifice. Table 6.64a has the values for 6 0.417� allowable for the receiving areas,provide cutlet protection(References: � _ � r� PHONE N O.4434) 792-3680
various sizes of the Faircloth skimmer. •Provide capacity for storage of sediment from as much of the planted Outlet Protection). FAX NO. 43 ) 79 -368�
8 0.5
_ disturbed area as practical;
Embankment-Ensure that embankments for skimmcr sediment basins do - ,�
Table 6.64a ETead on orifice of various skimmer sizes •Exclude runoff from undisturbed areas where practical: not exceed 5 feet in height(measured at the center line from the original
Skimmer Size(im) Head on Orifice(10 -Provide access for sediment removal throughout the life of the project, ground surface to the to of the embankment.Keep the tress of the Biwa ` r_-X
Adapted from training materials developed by Albert R.Jarrett,Ph.D. P ) eP spillway _n wvvW.landeng.com
1.5 0.125 Far Erosion and Sediment Cnntrol/Stormwater Certification for NC Interfere minimally with constmetion activities. outlet a minimum of 1.5 feel below the top of the embankment. Additional Skimmer
2 0.167 DOT Projects Level 11IA and 1111B,N.C.State University,Department of freeboard may be added to the embankment height which allows flow through dewatering Emergency
2.5 0.208 Biological and Agricultural Engineering,2067- Basin shape-Ensurc that the Row length to basin width ratio is at least 2:1 a designated bypass location. Construct cmbankments with a minimum sp llway
3 0.25 to improve trapping efficiency. Length is measured at the elevation of the lop width of 5 feet and side slopes of 2;1 or flatter. Machine compact the _ -
4 0333 principal spillway. embankments.
Average = Areo
S 0.333
Storage volume-Ensure that the sediment storage volume of the basin,as Excavation-Where sediment pouts are formed or cnlargcd by excavation, Width W L
6 0 417 measured to the elevation of the crest of the principal spillway,is at least keep side slopes at 2:€or flatter for safety.
R 0.5 t,800 cubic feet per acre For the disturbed area draining into the basin(1,800 *Aren o-f b sin water surface of
cubic feet is equivalent to half au inch of sediment per acre of basin disturbed Erosion protection-Stabilize all areas disturbed by construction(except top of principal spillway elemVen Baffles
The desired orifice diameter(D)in inches can now be calculated using the area). the lower half of the sediment pool)by suitabic means immediately after
equation completing the basin(References:Srr face SYabrii-alion). O
Remove sediment firm the basin when approximately one-half of the storage
volume has been filled. 1]ap efficiency--Improve sediment basin trapping efficiency by employing
D= Q,,/(2310*V H) {inches} the following considerations in the basin design:
Spillway capacity-The spillway system must carry the peak runoff from I'Freeboard Emhmktnptt
the 1 D-car storm with a minimum I fool of freeboard in the spillway. Base •area Po area--In the design of the settling pond allow the largest surface Inctu Baffles
Example:Select a skimmer[hat will dewater a 20.D00 fl'skimmer basin in 3 Y sP y area possible' structure
runoff computations on The disturbed soil cover conditions expected during
the effective life of the structure, I
days. •Length-Maximize the length-to-width ratio of rice basin to prevent shoe i� r•Tl
tt Wcircuiting,and ensure use of the entire design settling area.
Dt:wateiin T
I. Q,=V!t, (Rrlday)=20,00D ft'!3 days=6670(fi'lday). Sediment cleanout elevation-Determine the elevation at which the invert of •flafifes-provide a minimmn of three porous baf$es to evenly distribute zarre g - G nun:.irive !e
the basin would be half-full.This elevation should also be marked in thefreld flow across the basin and reduce turbulence. _ -
2. Try a 4 inch skimmer,with H=0.333 ft.(Table 6.64a) with a permanent stake set at this ground elevation(not the lop of the stake). - _ _- - _ _ -mergeory
htlet�Arca between the sediment inletsaad the basin should bestabilized s ilhxy
by geotextile material,with orwithom rocks(Figure 6.64c shows the area
with rocks). The inlet to basin should be located the greatest distance Sediment Cross-Section O O
storage zone
# * possible from the principal spillway, View
3. D= Qa/(23 14 � (in.)= 6670 ft tday!(237 0 0�ft.)(in.)
=2.24 inches Use 2`/,inches
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
( ) Erosion and Sediment Pollution Control Manual,March,2000-
CIO
Rer.str3 6.643 6.64.4 Rey.sn 3 Rer.M3 6.64.5 6.64.6 Rev.srU R-5133 0.64.7 •
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GROUND STABIL17-ATION AND MATERULLS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONS17E Cl7l IM-M VAStluuf PART III PART III PART III N
THE NCGOi CONSTRUCTION GENERAL PERMIT STRUCT RE Vm1 L ER SELF-INSPECTION,RECOROKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
1. Maintain vehicles and equipment to prevent discharge of fluids. � 1 lf�l
Implementing the details and specifications on this plan sheet will result in the construction 2, provide drip pans under any stored equipment_ N v
activity being considered compliant with the Ground Stabilization and Materials Handling SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
3. identify teaks and repair as soon as feasible,or remove leaking equipment from the T
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The project _* Serf-6lspections are required dul'tng normal business hot8's in accordance with the table 1.Eg,X pytR DoetrmerrFafiron 1.Occurrences that Must be Reported
permittee shall comply with the Erosion and Sediment Control plan approved by the below. When adverse weather or site conditions would-r-the of the I any approved demon shall be kept on the site. The PermIttees shall report the fdlowin occurrences:
4. Collect all spent fluids,store in separate containers and properly dispose as itit"l�r�+e! r The approved E8c5C plan as well as a ag
delegated authority having jurisdiction.All details and specifications shown on this sheet r personnel to be in jeopardy,the inspection may be delayed until the r�business day on approved E9LTC plan must be Ire up-to-date throughout the 17ove under this permit
hazardous waste(recycle when possible}, kept (a) Visible sediment deposition in a stream or wetland.
may not apply depending on site conditions and the delegated authority having jurisdiction. ... which rt is safe to perform the inspection. In addition,when a storm event of equal to or The followi items pertaining to the E&5C plan shall be kepton site and available for
5. Remove leaking vehicles and construction equipment from service until the problem � .a W"m�' g
greater than LO imdt occurs outside of normal business hours the self-inspection shalt be
SECTION E:GROUND STABILIZATION has been corrected. �""�" '� Inspection at a[[times during normal business hours.
performed upon the Commencement of the next business day. Airy time when inspections (b) Oil spills if:
S. firing used fuels,lubricants,coolants,hydraulic fluids and other petroleum products 4� were delayed shall be noted in the Inspection Record. Item to Document bocutnentatlon Requirements •
Required Ground Stabilization Trmeframes Isar [slErY P They are 25 gallons or more,
to a recycling or disposal center that handles these materials. "'W�" ��,�, Frequency {a} Each E&SC measure has been Installed Initial and date each E&5C measure on a ropy • They are less than 25 gallons but Cannot be cleaned up Wallin 24 hours T�Stabilize Within this us 1a/
man calendar Wov am �assnrr STIUMs_ Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date '
Site Area Description y Timeframe variations __.L business ho_urs) _ _ locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE (1)Rain gauge Daily '" Daily rainfall amounts. shown on the approved E&SC plan- F&SC measure shown on the approved F&SC • They are within 100 feet of surface waters(regardless of volume).
land disturbance 1- Never buryor burn waste. Place litter and debris in approved waste containers. maintained in If no daily rain gauge observations are made during weekend or
PP plan. This documentation is required upon the
a Perimeter dikes, good working holiday periods, and m individual-day rain my rainfall informal on is
( } 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS order available,record the cumulative rain measurement for those in- initial installation of the E&SC measures or if
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. attended days (anc this will determine it a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances In excess of reportable quantities under Section 311
p ) 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes needed). Days on which no rainfall occurred shall be recorded as installatinr, of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
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 -zero." The permittee may use another rain-monitoring device (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.41 or G.S.143-215.85. O
b High QualityWater waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.( ) g None g pp tY- approved by the t]ivision.
(HQW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff (2) E&W At least ance per 2. Identification at the measures inspected, plan or complete,date and sign an inspection
�. Manage washout from mortar mixers in accordance with the above item and in re art to indicate completion of the
from upland areas and does not drain directly to a storm drain,stream or wetland. Measures 7 calendar days 2. Date and time of the inspection, P p d Anticipated p bypasses.
If slopes are 10'or less in length and are addition place the mixer and associated materials on impervious barrier and within O p ed bypasses and unanticipated b asses. /r+
(c) Slopes steeper than p g and within 24 3. Name of the person performing the inspection, construction phase, w
3:1 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. hours of a rain 4. Indication cf whether the measures were operating (c) Ground cover is located and installed lnitial and date a copy of the approved E&SC
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an event a 3.0 inch In properly,
;n accordance with the approved E&se Ian or complete, (e) Noncompliance With the conditions of this permit that may endanger health or the
-7 days for slopes greater than 50'in 15. Anchor all lightweight items in waste containers during times of high winds, alternate method or product is to be used,contact your approval authorlty for 24 hours S. Description of mztritenance needs for the measure, P pace,date and sign an inspection p p y rig
s- Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Cleanup immediately if review and approval. If local standard details are not available,use one of the two f3l Starmwater At least once per 1. Identification Of the discharge outlaRs inspected, ground cover specifications. Firs
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. discharge 7 calendar days 2. Date and time of the Inspection,
outWis(SDC-s) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Re ord Timeframes and Other R uiremenu
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW S. Dispose waste off-site at an approved disposal facility_ 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk P � �
hunts of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
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 event 1 l o inch in sheen,floating or suspended solids or discoloration, have beer performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must 24 hours 5. Indication of visible sediment leaving the site, (e) Corrective actions have been taken ]nitial and date a ropy of the approved E&SC the appropriate Division regional office%!thin the timeframes and in accordance with the
e pumped out an removed project. �j
be d d f & Descriprinn,evidence,and date of correcrive actions raken. tither requirements listed below. Occurrences outside normal business hours may also be
7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTEcomplete, f�7
{4I Perimeter of At(east once per if visible sedimentation is found outride site limits,then a record to E&SC measures. plan or date and sign an inspection
ditches,perimeter slopes and HQW Zones i. flo not duo 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it reported to the Department's Environmental Emergency Center personnel at(800)
p p p paint and other liquid waste into storm drains,streams or wetlands. site 7 calendar days of the following shall be made: report to indicate the completion of the
(e) Areas With Slopes can be shown that no other alternatives are reasonably available. A#a minimum, and within 24 1. Actions taken to cleanup or stabilize the sediment that has left corrective action. B58-0368.
flatter than 4:1 14 -10 days for Fails 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 �� hours of a rain the site limits,
there is zero slope waters unless no other alternatives are reasonably available. 2 Additional Documentation to be on Site
Spi[is I p otection hours o 1.O inch in 2_ the sitprim,rtvidenee,and date of corrective actions taken,and Kept Occurrence Reporting Timeframes(After Discovery)and Other Requirements
Nate•After the permanent cessation of construction activities,an areas with temporal 3. Contain liquid wastes in a controlled area. 24 hours 3. An expGnatton as to the actions taken to control fwure In addition to the E&5C plan documents above,the following items shall be kept on the (a)Visible sediment • within 24 hours,an oral or electronic notification.
p Y P rY 7. Locate washouts in an easily accessible area,on level ground and install a stone releases. sfte and available for Inspectors at all times during normal business hours,unless the deposition in a • within 7 calendar days,a report that contains a description of tho
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 (SI Streams er At least once per If the stream or wetland has increased visible sedimentation or a Division provides a SItE SpE[Ifi[exemption based on unique 51te Conditions that makestream or wetland sediment and action3 falser to address the Wuse of the deposition.
practicable but in no case longer than 90 calendar days after the tact land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other Liquid wastes from approving authority. wetiands omrte 7 calendar days stream has visible increased turbidity from the constmcbrir this requirement not tactical: Division staff may waive the requirement for a written report on a
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. or offsite and within z4 activity,then a record of the following shall be made: P
8. Install at least one sign directing concrete trucks to the washout within the project 1where hours or a rain 2- Description,evidence and date of corrective actions taken,and case-by-case basis.
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post si na a on the washout itself to identify this location• accessiblel event s EO inch in Z Records of the required reports to the appropriate[Division It the stream is named on the NC 303 d tier as im aired for sediment-
PORTABLETOILETS g g � (a) This Genera(Permit as well as the Certificate of Coverage,after it is received. � p
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit 24 hours Regional otfice per part III,Sertion C,Item(2)(o)of this permit. related causes,the permittee may be required to perform additional
1. install portable toilets on level ground,at least 50 feet away from storm drains, (6)Ground After each phase L The phase of grading(installation of perimeter F&sc monitoring,inspections or apply more stringent practices if staff
overflow events. Replace the tarp,sand bags or other temporary structural (b) Retards of inspections made during the previous twelve months. The permittee Shah
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 stabilization of grading measures,clearing and grubbing,installation of storm determine that addhonai requirements are needed to assure compliance
techniques in the table below: components when no longer functional. When utilizing alternative or proprietary measures drainagetacflities,completion of all land-disturbing record the required observations on the 1rlspection Retard Form provided Itythe
offset is not attainable,provide relocation of portable toilet behind silt fence or place with the federal or state impaired-waters conditions.
products,fol low manufacturer's instructions. activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of ��� �•�
Tempos StabilizaHoa Permanent Stahflaatior on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings dispose of ground`ever). required paper copies will be allowed if
(b]Oil spills and • Within 34 hours,art oral or e(ec[ronic notification_ The notification ,��.
p g g po eiectronically-aavailable records in lieu of the re p pe p
• 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 2, Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and �� ( ••
in an approved disposal facility. Fill pit,tf applicable,and smbifize any disturbance measures have been provided within the required shown to provide equal access and utility as the hard-copy records_ hazardous location of the spill er release. E l •.
other mulches and tackifiers other mulches and tackifters foot traffic areas. . O F
loused by removal of washout. timeframe or an assurance that they will be provided as substances per Item +
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of an leaked material. soon as possible. 3.Dactlmemation to be Retained for Three Years
pv g p pe Y p Y 1(b)-(c)above
• Railed erosion control products with or reinforcement matting utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated . A report at least ten days before the dote of the bypass,if possible.
without temporary grass seed +Hydroseeding NOTE:The rain Inspection resets the required 7 calendar day inspection requirement- of three years after project completion and made avallab�upon request)40 CFR 122.41}
with properly operating unit. bypasses(40 crR The report shall include an evaluation of the anticipated quality and w
•Appropriately applied strawy or other mulch +Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES 122.41(m)(3}] effect of the bypass.
�� 52 ❑ :
• Plastic sheeting with mulch 10
+`
1. Store and apply herbicides,pesticides and rodenticides in accordance with label PART 11 SECTION G ITEM(4) {d}Unanticipated IMthin 24 hours,an oral or electronic notffication. cc�
4.
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. DRAW DAWN OF SEDIMENT BASENS FOR MAINTENANCE OR CLOSE OUT bypasses(40 CFR . Within 7 calendar days,a report that includes an evaluation of the •• -IN
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 122.41(m)(3}] quail and effect o#the h ass. •
2. Store herbicides,pesticides and rodenticides in their original cohtainers with the {e}Noncompliance Within 24 hours,an oral oe electronic notification. ir, L!/�M•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls
retaining walls and surface waters unless it can be shown no other alternatives are reasonably label,which lists directions for use,ingredients and first aid steps in case of accidental poisoning. Sediment basins and traps that reaeNe ranof€from drdmage area of one acre aft more stgd me of kstilutlYl�dot widuh a vviaterfrom the surface when these devices need to be drawn down with the conditions Within 7 calendarditm a report that contains a description of the
• Roiled erosion control products with grass seed available. for maintenance or[dose out unless this is infeasiblim The noes inwhidr it a rratfeasitrietu vrRildrawtivab�frvn the surface shah be rare(for simple,tirmes With extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
3. possible
not store herbicides,pesticides and rinto w cldes to areas where flooding is `C (�
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of Non-surface wihhdraw•alsfrom sedimern basins shad be allowed only when all of the following txit+efia have been met may endanger including exact dates and times,and if the noncomplianre has not U
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. passible or where they may spill or leak into wells,stormwater grains,ground water health or the been corrected,the anticipated time noncompliance is expected to
or surface water. If a spill occurs,clean area immediately, environmerit(40 continue;and steps taken or planned to reduce,eliminate,and
I. Select flocculants that are appropriate far the soils being exposed during 3. Provides#abte stone access point when feasible. (a) The FBiSC plan authority has been provided witlr doalmerrtation�fire mom-surFaexvtrithdtawal a�the sperificibne perms or tanditions in wh'lttr itwfli atxur. The ran-surface withdraMral
construction,selectingfrom the N[DWR List o Approved PAMS Flacculants. 4. no not stockpile these materials onsite. CFR 122AI(l)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(l)(6).
f PP / 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance shall not commence until the E&SG plan authority has approved these items, �
• Division staff may waive the requirement for a written report on a
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 (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part IN,Stu tfon C,ttem(2)(c)and(d)of this pesrn Divisicase-on
stag pasts. �i r
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 (c) Dewatering discharges are treated with[controls to nuitfrmm of pr Hutto Ets from m stor tlraferthat is removed from the sediment basin. Examples of appropriate controls fndude 2 �
PAMS/Flaccufants 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 an-site, Properly sited,designed and maintained dewatering taroks,weir tanks,and filtration systems,
4. Provide ponding area for containment of treated Stormwater before discharging _- 2. Place hazardous waste containers undercover or in seconds cr (d) Vegetated,upland arcs of the sites ior a properly t stone pad is used tathe a fea�e attine outlet of the dewateringtreatment devices described in Item(c)above, -
offsite. is �nttly on t t. (e) Velocity dissipation devices such as check dams,sedimellttraps,and rlprap are provided at the discharge points of A dewatering devices and NORTH G A R O L E N A
NORTH CAR LI N, 3. Do not store hazardous chemicals,drums or bagged materials directly an the ground. [17
5. Store fioccutarns in leak-proof containers that are kept under storm-resistant coverI f;EllYlrQnmen)CQI UQ�It
or surrounded by secondary containment structures. En vEronm en tat f Quality (f) Sediment removed from the dewatering treatment;devtc�desaibed it IOem(c)above is dtsp�ed of in a rrwrmerthat dog not muse tiep�itinm of sediment into waters of the United States_ � Quality f-
Ll..l
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04101/19 NCGOI SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
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Date: 5/22/24
Scale: NTS
Project No.
23-034-BO11\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

m GENERA!NOTES zr.-�'' ^...I D w i � p m SOLID COVER SHOWN PERFORATED. PEAFORAFEU RVRILABLE � � kz" YNRIABLE p L
,
a I f 1} 14r IF SPECIFIED. ►+ 0 ¢ It" RADIUS 400 SPIKE 9„ 2 y
USE 4000 PSI YINII4Y COMPRESSIVE STRENGTH CONCRETE_ INTERNAL YIN_ MIN_ MIN_ CIRCUMFERENTIAL F"•a C, STATE USE OF SYSTEM ON COVER h 4 _ 0.02 SLOPE F•a
t!`•1• Z CONCENTRIC a 1+1 2 a I1• Z 5 - 03 a cqt I I
a p FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE cpl�ar!£NTs GAME SECTION DIAMETER MALL TDPiBO7TpM AREA OF STEEL Z H a 0 O //y�\\ (I.E.: SEWER, STORY DRAIN, ELECTRICAL) Z p _. ._ N Z~ RESERVED
r O-A TA ACCORDANCE WITH AASHTO MISS. (FT_1 THICKNESS SLAB THICKNESS PER VERTICAL FT. LL J O w V r>O 0 (n \ ^' LL O FO•l U r p OT _ _ _ _ _ _ [..'."'''•[:�:.•S:-'. :::,[:''• " LL J Lpi Z
m n z m c ��'/// a m� x� :: _ 3 -1 r�.d� .: d d RADA oa = PROFESSIONALS, P.C.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED T2" {IN.) {TN.) (SQ. IN.) O p x F-I Z 1 Z a �- TOP QF COVER OQ OI= LN 1 ° :''_ ry. "•r:-1r;,. -.s- '.z'?.� rn
_ .� .:_ PARKING
�.! 1 FROM THE TOP TO THE BOTTOM OF THE MANHOLE. Z L7 "] Z ![] ..-. .. _ .. -
"' 7FIERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 6 0.12 I"' o =m z A"' ,�o s o� _ - �1 JOINT SEALER WOO RIVER 1Z U N EXECUTIVE OFFICES
S�0 O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 �x~2 F-t x�O O A A $ B a r 1-4 x�O O JOINT FILLER BASE COURSE 04" RADIUS VAR. a
Z w-0 r" OF 9"ABOVE THE GAOlAYO AT OTHER LOCATIONS. Ter F O W z/"'1 O r D71^ O J z S a, SURFACE COURSE _"` W SUITE-B
0C3►, $ 6 e v.1a LL � o Fr LL � F.I SHOWING EXPANSION JOINT fnI" _OJ
c�z�z LIMIT DEPTH OF FILL TO 36'-O" FROM FINISH GRADE TO TOP OF OONQ �=�z OOTD n�-A1z 5N MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED] ��~¢
man BOTTOM SLAB. z f~ ;rnm a ..� Ana " z CO= is, 110 EXCHANGE STREET
<,�, �11� L_ -_-_-_-_-_- __J L_ -J ~F}, �� yb" RADIUS ON ASPHALT CONCRETE PAVEMENT >,
(!3 THE YIN. SLAB THICKNESS 'T' Is THE DIMENSION OF THE a co [ 0- _ DANVILLE, VA. 2454 i
O r7 O W O �p a (USE ON ISLAND 4' WIDE OR GREATER) W O
z - VARIABLE
Z THINNEST PORTION OF THE TOPIBOTTOM SLAB. ALTERNATE CONE SECTION GRADE RING ' [ iz z „ [
'TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB FIRS i'42 R•
A TOPOTS MAT 1OF REINILE ORCTOP MENAND BOTTOM, YSKO.OAREA STEEL
ECCENTRIC CONI: BOTTOM OF COVER " " [a
+ 'Wi W Y:�':;::�� _ •-1�:-•-.4.:'+• " s. 0.02 SLOPE
�'li`:'J.J°+:.i�:•.1..ti'.1•`:SSE';•
•Z ...'r'..r..-r
1° R, SEE TYPICAL SECTIONS 'P4
f11 1" MIN. ADDITIONAL ~ +JOINT SEALER FOR PAVEMENT DEPTH. Y.
Ci " W KEY IN ON THE ', ?`.' r' r ..rr N.C. LICENSE: # C-2577
04 pE13AR Trzffitdi�w
a CLR- LOCATE WALL REINFORCEMENT LAST LAYER OF "� --• •-- "- - "- �`-
a, J IN MIDDLE THIRD OF WALL PLAN OF COVER SHOWING GROOVED JOINT PAVEMENT SURFACE T- y ••yn• •� V.A. LICENSE: # 0404-001401
ITT ' •Y•'�'.'Y- N F"'I 'a. �. 171 COURSE SURFACE COURSE 2" RADIUS
- x O Z C W z BASE COURSE BINDER COURSE 1%" RADIUS p
O •r• I USE MIN. AREA OF STEEL IN TOP v- '� M {L � 0 OR EXISTING PAVEMENT LL. ]
J 1" YIx. PLAN, OF FRAME PARTIAL LONGITUDINAL SECTIONSPENALTY
Z CL H. SEACHIAYI4E4A'CH FACE N0. 84D.66 a to CF _� 1'-11)¢" 0 ,r - z [li
STEP BID. = O OF PAYED ISLANDS 5 MONOLITHIC CONCRETE ISLAND (KEYED IN]
N x FLAT TOP SLAB CIRpUMFERENTIAL 0 a { 2'-1 " � C z = NOTE: ON ASPHALT CONCRETE PAVEMENT z 1100- 500 FINE PHONE NO. 434 792-3680
1 1 1 axle s�war REINFORCEMENT) � a . ' 0 {USE ON ISLAND LEA T}IADF 4' WIDE) a TOW-AWAY ZONE
z WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE FAX NO. 43 792-3685
Z ADDITIONAL N4 EACH LONGITUDINAL Z _34. ° - Z COURSE, DRIVE 40G SPIKES INTO SURFACE UNDER i(OFipLITHIG It" A 6" LONG DIA. DEFORM �
C t7 SIDE OF OPENING [1" �1 '*« faa�: [4o.a ADDITIONAL 04 EACH REINFORCEMENT n to m O N 0 C BARS ON 24" G STAGGERED
CLEAR OF BOTTOM FACE �..._. SIDE OF OPENING (i" v 1'-107/S" iq W CONCRETE ISLAND. STAGGER SPIKES ON 2' CENTERS EACH WAY. c4-
[' 33 PLACE BARS DWiONAL s1a.m CLEAR OF BOTTOM FACE) RIDER ¢ Q fi 0.02 SLOPE a W
CO cn O TO CORNERS (TYP.) �°-� a ti' Q rn o - _o H a .._ ...-,�....-,�:..:•,�.•..:•,L:"..•,,....•,•."_.•,�-. . ZE � VAN wvwv.landeng.com
4,m,m 2 Z IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND z
G a x 17 1" t 1 TYPE !11 [[ �.r a {L v ..:. : °:.'•.:: :.'•.:::.•:'i:. �:;::. ='i.'.•_.. a W
~ a �Lg _ F- (MONOLITHIC) PLACE " EXPANSION JOINTS AT 30' INTERVALS "' ' t ACCESSIBEE
1W D' WY W H _ _ _ _
I�-1 Z J , \\ a%_ '• rn W AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN 1 RADIUS 2" RADIUS
-p Q i ` FRAME&GRATE r� � Q Z Z
m z ` �� ' �. SEE STD. Sop.54 x Z a 1 " `� I+-4 " _ 0 z 57' MONOLITHIC= CONCRETE ISLAND =
Q a--• 1 Q EXPANSION JOINTS. Q
" FOR MANHOLE BASE M Z GM M GN La Fy (�
RING AND COVER J Q Q C 1'-10�*B" J Z (SURFACE MOUNTED) ON CONCRETE PAVEIRENT J
/ ALTERNATE = m SIGN ELGYA 1 ION
a O LINE DP THE JOINTS IN THE CONCRETE PAVEMENT [ISLAND) VARIABLE z
REINFORCED COKC. W �� SECTION B-B W Q x JOINT SEALER W
�F � I '[� WITH THE JOINTS IN THE CURB OR CURB ONE) GUTTER.
l 1Ir y7 ';'v..• ,�r;v• r 1r - '1FIG 52�5-G1 IFSTO. rQ 4 "_ - 2`-Oyr2" �'\ YINIMiIM WEIGHT'S - LBS. JOINT FILLER FIAhDiCAPPm PARIQNG / VAN ACCESSIBLE
__ �'•%� ::r':•rr' ' �"71 \ FILL AND SEAL THE TOP %" OF THE EXPANSION JOINTS AND 4„ ^
REQUIRED) Q Y FRAME - 100 CURB AND GUTTER CONC. COVER
M USE MIN- AREA OF STEEL 1 COVER i20 THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON SIGN DETAIL
t` '--� f I IN BASE S1hB OF v 2' 9ii$" J \ p.02 SLOPE
��' �� E______0.12 in2 PER LINEAR______. W 44 ..•... I�TGE
A i FOOT EACH WAY SECTION A-A ( 1 TOTAL - 300 PLANS. ". ',_r O
IL FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER, SEE SURFACING a; Q •a '. s'P a'o..v
MEET 7 OF 1 MEET i 1 EEi 1 OF i - SHEET 1 OF 1 £LT i OF 1 L �` 4 B 'a.s1 a •��
TYPICAL MANHOLE SECTION \ STANDARD NO. "G.01
$40.52 COATED INLET OPTION MANHOLE OPTION 4 4 \ / 4 4 2. � ARE COURSE.?�QaLatF?v��: .-
TYPE N2 PAYED CONCRETE ISLAND EEr 1 OF 1
1840.521 8 0 5 $ 0 5 65 0 852.01
0 GENERAL NOTES: Z O Z p 2,-On D N T As Z 1Y�'1
C b BACK OF CLAIMS SFIMTD.10�4�.03 D USE LASS'M'CONCRETE TNROUI.w[lUT- O�,Tn Q �.ITTON 0 M GENERA!NOTES 00 I
F-i 1 }.r w�{ EXPANSION JOINTS [�-�" 1••I 1 USE 4WD PSI MINIMA COMPRESSIVE STRENGTH CONCRETE. INTERNAL YIN_ MIN. MIN. CIRCUMFERENTIAL 1-}
2 x PROVIDE ALL CATCH B[u9IHS OVER 9'-8" IN DEPTH W1TIE STEPS 12" ¢d M• Z a C pr`y- Z CONCENTRIC a a
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRWING 840.66. a� 6" E a!- = M uunlF DIAMETER WALL TOPIBOTTOM AREA OF STEEL a RESERVED Q
p►�•Ip�M _ T ELEVATT OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR 94 BAR DOWELS AT ZOC U DI�.100 4'-6" 4'-6" Z� (� CD O FABRICATE, ASSEMBLE AND DESIGN PRECAST WA COMPONENTS
H C7 ]S[•+C ACCORDANCE WITH AADHTO MIi�_ COME SECTION zg <.?
r Q -A P-:-a' P: ° ..P.: 0 12"CENTERS A8 DIRECTED B1'7RE ElIDIMEER. li J O co [-0 TI�G7 gn 6n O r T Uj ( ) THICKNESS SLAB THICKNESS PER VERTICAL FT. I--i p O3
m z x Y Y iy d Z M_ =1 #4 BARS N. STD. 64p.p3 FRAME LL J Il=Z 115 O 1 LL J Ly
I•rt A r L - USE FORMS FOR THE CONSTRUGFTON OF THE BOTTOM SLAB. O O p= [-4 D E E GRATE>k HOOD OQ W_ ["4 Z-{x> ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12' (IN-) (IN.] {$Q. IN,] O O N x Z
p O a :v IF REINFORCED CONCRETE PIPE IS SET IK BOTTOM SLAB OF BOX. ADD TO SLAB FJM�Z LL - 00 9 n� 1 Y2" ��,,,J� 1S•2" O Z - GS � 1 FROM THE TOP TO THE BOTTOM OF THE MANHOLE. �2 PARKING [�--�
xT13?nm .� m x ¢ 2 xT>>m 3" ] ' WaaLL3 xp]>Om LLIq¢LL=
Z AS SHOWN ON 9T0. N0. 840.06_ H U ec q t9 Z ( I - 'F U OL7 Z D 0. 4 8 0.32 F-i7 O
VMO O e» B a fa [p O \ i MIME THE MANHOLE IS EXPOSED TO RQAO TRAFFIC. CONSTRUCT s C'3
Z -p �-1 r ____ .[ 6' USE TYPE "E", "F"AND"G"GRATES UNLESS OTHERA'ISE INDICATED. r x�Z W Z -0 O-Ti1- Z W =O(7 O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.1B H Y Z�
(Wj O N O F �•6"IN HEIGHT OR LESS USE B"YALLB AND BOTTOM SLAB. OVER ( -LL 0--1 Gy O 1'" \ Eu 1-LL O_J Z tti r OF 9'ABOVE THE GROUND AT OTHER LOCATIONS. IR F- 0 W
l7 Z B-D TO 1 B'-0" EN HEIGHT USE B"HALLS AND BOTTOM 9iA8_ ADJUST O Q n A m LC O A--I a f.3 O �"� 6 8 B 0.18 S LLO[„1 Q 1g-
�--4M} - v QUANTITIES ACCORDINGLY. O y 2 1 R - w R �+ �_ O O =1 Z LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF 47
1 " CONSTRUCT wiTH PIPE CIO"MATCHING. 1...> n t-4 d PI�AIII > ]}-4 BOTTOM SLAB. ©� .,. > r \\\
O PUN - v SEE NOTE CHAIU:EH ALL EXPOSED pORx[UIs t"_ L1Ja NO a CURB AND HITTER WITH CATCH BASIN ON STEEP GRAMM ap ffl� THE YIN. SLAB THICKNESS'T' IS THE DIMENSION OF THE WC3
a ][ c m W O THINNEST PORTION OF THE TWISDTTOY BLAB. W
P ELEvwrxax _ SECTION ](-X DRAWING NOT TO arALe. p � u v_ a`� TOP o Z ALTERNATE GONE SECTION GRADE RING �`� o
-Ey 8" • TOP MAT OF RE"WORCERENT MAY BE NEOLECTE71 IF TOP SLAB HAS MIN. AREA OF STEEL
ro } CUSEAMEES FLAT
2W AND UNDER EXPANSYON JOINT A DISTINGUISHABLE TOP AND BOTTOM. z
IS 0.07 irt. �.
'D+2 W ECCENTRIC CONE W ram\
TOP ELEVATION W
FRIkME GRATE.MAD HOOD STEPS - STY. NO. 840.66 - fvI "MAX. PA I
SEE STDAD. W. - OEPflESs�CUTTER LINE Q ADDITIONAL
6" A G• - _ "S EXPAWSE01'I JOINT io 1" �N' 414 RE9Afl OF CIA RIF r+\
TOP ELEVATION - _ IN! 9 L CLR. LOCATL WALL REINFORCEMENT u
.•+- ..,� y IN MIDDLE THIRD pF ATOLL I�
m o PLAN OF TOP SLAB SECTION S-S : :�.4;
° xo z ELEVATION o z Y o 0 PENALTY
p ; .. A Z n z 1" MIN. 1
O r 7 A LL N O T- LL r-I O CLR. 115E YEN. AREA OF STEEL IN TOP _
5^ ' B �"` E� NORMAL COMB AND GUTTER ON LIGHT GRADES F- �� SLAB OF N4% @ B' CIS. STEP STD. LL 100- 500 FINE U
..y a T C7 to �' H"I C3 N 'j 1•'[ EACHWAY/EACH FACE •. 0 Q (JJ���,
..a {.�� G3 m ?:'�•.:o :.v' T E+-I Z Q W i Q O NORMAL GUTTER LINE Z Q W s 84p. Z W V
N _ "; ° `- 1-4 m a N = = EXPANSION JOINT [+ CL N = FLAT TOP SLAB As '-' O a ��l({+
M CD '_q. - 6" O :- S" i � [� 6" E N6 "W" BARS N4 BAR >'a _C (CIRCUMFERENTIAL z I,y TOW-AWAY ZONE
- SECTION Y-Y G" G s" d ¢ a R1 [n I� TOP ¢ r^ UM [I. ,Vn eRwTEa em.Ip. REINFORCEMENT) a d
D °T ° © S D " III usE ON SHADES" za ELEv. o = 1 m n T6IFFIC eswTxl u".n It Q
D m V- x Z ADDITIONAL N4 EACH Li'lNGITUDINAL O `
0 RISER HT. - ?' F] �' O Q U) p SIDE OF OPENING (1' '4'1" « 4w.g ADDITIONAL Na EACH
C 0 > VARIES - 'b. °,. Q W O Q > s -- DEPRESSED GUTTER LITff = Q, C D CLEAR OF BOTTOM FACE mw.x4 SIDE OF OPENING (1' N[SEN REINFORCEMENT CC d. SIGN ELEVATION W
c •° -- 1 ` 6'_O" `E PLACE BARS DIAGONAL xD.w CLEAR OF BOTTOM FACE] aC11 ti
v O Q Vn O fSPAN6I0N JOYNT MAX, Q A
>• Z C[ 1+_p" I M ao NT 0 TO CORNERS (IMP.) �.�
= 6' SECTION J-J L �:-:- aW = =cs a " " ,1�" a W = = „ HANDICAPPED PARKING
>oWHBAE sD^TD 36•Ple Is L1sE0 ~ ~ Z x ELEVATION f W:°- SEE NOTE SECTION r-M "' W - N SECTION R-R NORMAL CURB AND GUTTER OM STEEP GRADES W - F, -� FKAl1E a GRATE ,'� `� m - '''SIGN DETAIL
m T"1 WHERE 42" TO 54"PIPE IS 113® x C' EM W M = X N Q F'I SEE STD. 840.54 Q N
a Z WHERE 96"TO 36" PIPE IS USED y Q 1r^• m A Z- CD V m Z f'! ;�! r -�1 FOR MANHOLE (q S r 110E 10 BdWE
O RISER HT. ,..L Z � (D YINIWIm DIMENBIONS Alm�AMITTIES FAIR 1:ONCTMRE CATCH YASIII SASH ON VIM. SF=NYT H.PITY O RIVER)= ,1..1 Z Q L7 i r RING AND COVER BASE N-i Z 1J
I"I VARIES :_-... o _ _J Q I..1 DIMENSIONS OF BOX AND PIPE COVER W.YDS- CONE. IN BOX DEDUCTIONS J Q ! _JL__ll T f T- _J ILA
`Z :t o �' PIPE SPAN WIDTH WIDTH SPAN YIN_ HEI9HT UlNEIaION BARa-p BARS-Y DARE-W TOT, TDP SOTTO .wr ONE PIPE
a J S: J z es z p 2E ea o
::. LL-d
4 �, D A B C C H E F mp, NO_ LENGTH NO. TH LDS. ALM SLAB G.Y. R.C. 0 1 __JL__ I ? 49
B Y .•• - -' -. ::•- 6 ® W lMM _ __ [ REINFORCED pONC- LJM
-.ol -°s•�+"' 12" 31•0" 21•2" .. 2'_g^ _ 0.235 4.772 0-018 0.026 H r- JL 1 l y,� --
" -__ ___II �I! FIG. (SEE STD.
6: A p•.7 :,' A 15" 3'-0' 2'-2" a'-0" ._ ._ .. _ 6.235 .s09 0.023 0,030 17 ..JL.-? ! A ♦ S� f f:r. F':'-. 1`:••e" _ T525.01 IF Q
e 16" 3'-O° 2'-2" 9'-a" 0.23B 0.687 0.033 0.049
-"H y-= -- USE YIN. AREA OF STEEL i REQUIRED)
c-I 24 3'-O" 2'-2" 3%9" " » » 0.235 1.001 0.059 O.OB5 11! l` ~ IN BASE SLAB OF
.: m 30" 3•_O" 2•_2' 3+_4^ 4•-3" V-2" 4`-1) 4 t'-5 2 3-8 a 9-8 a9 O.12S 0.321 1.433 0.092 0.127 U - in PER LINEAR------
'a 36" W-O" 2'-2' W-10' 4-9 1'-6" 4'-0" 4 1'-11" 9 3'-a" 3 S'-9" 43 0.161 0.358 1.714 0.132 0.178 TTI ``� i FOOT EACH WAY , �•.
NHERE 42'TO 54' PIPE IS USED 6M=g--,. 42' W-D" 2'-2" 4'-S" B-3 1'-6' W-2" 4 1'-8" 2 2'-11" 3 2'-11' $2 0.112 0.318 1. 0.111 0.243
DETAIL SHOWING METHOD. 48" 9'-0" 2'-2' S'-0" s'-8" 2'-O" 9'-2" 4 2'-3" 3 2'-11' 3 2'-11' 35 0.145 0.352 2.052 0.235 0.317
F-E7 1 OF 2 OF RISER CONSTRUCTION 54" 3'-D" 2`-z" S'-7" 6'-s" 2'-7^ s'-z' 9 2'-to-" s 2'-i t" 3 2'-11' 41 0.180 O.Ss8 2.387 0.297 OAOI TYPICAL MANHOLE SECTION
PLAN SHEET 1 OF 2 HEET 2 OF 2 HEET 2 OF 2 HEET 1 OF 1 ET 1 OF 1
840.02 PLAN - 840_p2 840.02 `RISER HAS .220 CLIBIG YARDS OF CONCRETE PER FOOT HEECHF 840.02 $40.52 GRATED INLET__OPT iON MANHOLE OPTION $40.52 a
a
C-4 0 ELEVATED BYPASS a UJI F
N G ¢ a NYLOPLAST INLETMANIFOLD C�P CONTROL WEIR
(iBO 8Y 134GNEER) ILA
l�
r O m SLOPE AS INDICATED ON PLANS [z-10 IR KEY BENEFITS OF SAYFILTER > '
F1 1 > g O O[O '�+`'` - _ ENHANCED MEDIA IS CAPABLE OF REMOVING 03 dS Y
1711.2 =1 �- LL J d 1y Z REMOVES GREATER THAN 80%T55
2 O S'a m TOLFAC EOFFWAIJ-PIPE\ /� W a CC Q LL y` 522 22.5 fe5.1J 8.5%OF TOTAL PHOSPHOROUS LOAD
'• Z a F- F-0 O C'3 530 30.0 U13A STANDARD PREMIUM WATER OUALTFY SYSTEM OFFERED
=C000BY ADS
"a -rl \ g F x r Z W 545 459(1T0.3U Rom' SYSTEMS ARE RALLY CUSTOMIZABLE * D' 2
$O Z L L I I Yh~LL O••A CAN BE INSTALLED IN STANDARD#MANHOLES = �{
p lA OR PREC.AST)CAST IN PLACE VAULTS FOR b
-n^I M? LARGER PROJECTS
> CAN BE DESIGNED FOR VW4TER QUALITY ROW
UI - 530 BAYFILTEN LARGE FILTER SURFACE AREA DUE TO COILED Of ¢ _
fA kd-BARB 2 _ VOLUME RATES OR WATER OIIAL(FYVOLUMES O D
d O CARTRIDGE RYE! FILTER MEDIA DESIGN F- O '}
5221 fY50{$.S 4j - CAPABLE OF HANDLNG BE7WEEN 150TO 300 (/)
EBS OF SEDIMENT GREATLY REDUCING
PLAN
12' so 2AD003 I) ':-.'.':: MINIMUM
MAINTENANCR CYCLES
B ADSPLUS WOVEN GEOTDRILE `� � FILTER DROP
T cr
FDOTINIIJ MNKAUM REQUIRED 24•(800 mml HOPE ACCESS PIPE ' - - (S� � - lelpsf151MNN14s[mtH6Prt2d:,K. 'P wHPT :3 w
0 (IF CDNST, JOINT IS USED) DOWEL EIS ONAMeER DROP F °� 11 N1i111Nf
a END ELEVATION BAR-NX" J 4[7 PlLEaPE (SEE TABLE)
1 z C� Z G Y G O W u9aG_en_€vnoE r. SUMP DEPTH OUTLET PIPE : t !
CR
(,7 LL I••I Y. T'8D BY SITE DESIGN ENGINEER - _ " t`�
M !r•1 W 55 aarr,LTH O _ (24'FSaa mml MIN RECOMM840EDY _ _ $ < ,�� C'
Q N DOWELS IN ENOWALL WITH REINFORCED CONCRETE PIPE 2 _J -- 522 131(59) ,", Wg
C _ I PIPE SINGLE PIPE OOImIE PIPE ~ Z « ISOLATOR ROW PLUS&BAYFILTER CROSS SECTIONIPROFILE SSG 262(119)
1 1 W p^'T""^r Nrs 545 262(119j
W r Z 1 I I I I I I I LOC. DIA. 15" 18' 24" 30" ss' 42" 48" 15" 16" 24" 30" 36" 42" 48" Ra I �a
I D 4 'BASED ON NJCAT TESTING PROTOCOL a -7 •
x Tn 0 z I 1 1 l I 1 BARS "X" „X" »X" "X" .X. .X" Y. "X" y. "X" .X" .X" "X" "X,. ..X" Y• „X., y, a J W 111A €a :p SLI O C
p G DIY. 2 2 9 3 4 4 5 2 2 3 O 4 4 5 IL
d
Y OTY. - - - - - - 2 - 2 1 1 2 2 2 2 2 3 2 2 1-I I••l B S 0.
-0 Fi Q a d a HAT60N wLETHATE KEY BENEFITS OF A ISOLATOR
WWEL O QIY. 2 2 3 3 4 4 5 2 2 8 a 4 4 5 0 3 0LTERMQnEL FILTER DROP W(=)I -TOTAL DROP REQUIRED - w� •
FIT r t z - PLUS&SAYFILTER DESIGN • F
T3 - TOTAL L6S. 9 O 14 14 19 55 65 12 12 !9 19 28 77 82 ¢ W FlLIER LEG 5= - 2D(50R) 251R3<5) 2Ry(W3) 28.1(663) 29A(739) 31.1I7M 31.39M) ENHANCED SEMMFNTREMOVAL BY •j�
F Z J v '530 22(813) SY(240) 3K9(9B8) 3&1(966j 41,1(1044) 43.1(1995) 433(110M COMBINING TWO INDUSTRY PROVEN DEVICES �C'I��-�
' (7 n OPTIONAL CONSTRUCTION JOINT W W -
OD O * 545 34(B84) 390111) 40.9(1039) 40.1(1019) 431(1T85) 45.1(ti48) 453(1151) UPSTREAM ISOLATOR ROW PLUS .
o .� DIMENSIONS AND CONCRETE QUANTITIES Q 0 SGN7RCANTLYREDUCESBAYFTLTER = � �I� (LIAM GF' .+
III Q NOTE IFTF EDAOP NOTED ABOVE CANNON RE MEL PLFASECONTAGT RDS ENGINEERMG SERVICEG AT86&52&8i38 FOR eA41NTENANCE CYCLES ea ♦ lt�
' USING CONCRETE PIPE Q m LL Yi tt
C Q ELEVATION C2 F•' Q ASSISTANCE.THERE ARE ADVANCED DESIGN TECHNIQUES THATACCOAM:tODATE SW(L[ER PROPS. EASY TO IN5TALI-AND CCNFIGURETO Alf IWNW11
T/) COMMON DITIENSYONS SIN(HLE PIP DpI16LE PEPE J W anLff ONLINE
TOOLSALLO
p D H B G T S L Yps M L YOM �' �` d moo" ONLINE DESIGN TOOLS ALLOW DESIGNERS TO d a 1
m �.. Z 5 Ln EASILY CREATE LAYOUTS AND DETAILS " v
1� 30 15" 3'-3" 1'-8. 2'-0" PPU' 91•z" 5'-6" 0.7 2r-2" V-8" 1.0 LLI z - NYLOPLAST BASIN ISOLATOR ROW PLUS FLOWTHROUGH STONE o n�
W FILTER CARTRIDGE SECTION WIELEVATE6 BYPASS =z €
r 18" 9'-7" 1'-tD" s'-2" 2Yg" 10" 6'-a" 1.0 2'-T B'-11" 1.9 MANIFOLD
YPASS -"
24" 4'-2' W-1" 4'-O" 3' 10" 5'-0" 1.5 3r-5" IV-5" 2.0 INLET� KEY BENEFITS OF STORMTECH
30" a Or 2'-6" 4'-7' 414' 10t" 9%2" 2.3 4'-3" 13'-5' 3.1 `-
36" 5'-B" 2'-8" W-6" 4%- lilt"11'-0" 3.4 5'-0. 16'-O" 4.5 C LARRGE�AMISLY OF CHAM9ERSTOFR YOUR '
42" W-2" W-1" W-4' S14' 111�z"12'-8^ 4.5 W-10"18'-G" 6.0 SIrE
EASILY CONNGURABLE FOR IRREGULAR y-
46^ 8'-9" 3'-5" T-2" 544" I1W E4'-4" 6.0 $`-B" 21'-0" 8.0RA7E ELEVATED BYPASS SHAPED BE0.S Y Y m
HEET 1 OF 8 -SEE SHEET 9 MEET 7 OF 3 INLET MANIFOLD STANDARD ROW MEETS PRODUCT REQUIREMENTS OFASihk _
838.0 838.0 REQLANDENTS FAST FDESIGN i
SC»160 4-13(2,0) 11.4500154) 0.11(29B3) BAYFILTER Ofj'-EDAASHuLRF0 DESIGN s'R
( F)(CEED AJiSFTTD LRFD DESIGN m
SC-310 4.73(2.8) 17.741.644j 0.10(4.8t2) (VOLUME BASED) SPECIFICATIONS FORMS-20LIVE LOADS&DEEP
SG740 4-13(2.$) ZT.8(25E3) 0.26(7244) J BURIAL EARTH LOADS m f Y o
DC-780 4.13(2.8) 27.$(2583) O.a6(7.244) PATENTED ISOLATOR ROW PLUS FOR LESS oW
sC�00 4.13 RM 27.3(2541) 025(7.128) E FREOUENT MAINTENANCE,WATER QUALITY O G U)
AND LONGTERM PERFORMANCE 3 0
MC-1500 4.t3(2.8) 4L9(&980[ 0.46(t 1.178) Q¢
MC-45M 4A3(21) 30.1(2796) O.�(7A43) -�-- THIRD PARTY VERIFIED PERFORMANCE r� �E z
FIEL13 ENGINEERS AND INTERNAL ENGINEERING $ €°' LLI
NIC-73+U 4.13(22) 60.0(4 W) 0.46 03LM) -€
YUOVFT4 FA6RiC SERVICED DEPARTMENT TO ASSFST y2
'PER CHAMBER LOADING RATES BASED ON WCAT VERIFICATION UN➢ERDRAN ENGINEERING WITH LAYOUTS
TESTING OF THE SFORMTECH SC-7401SOLALTOR ROW PLUS IN FOR SCOUR PROTECTION CONTROL INEIR 'n
AGCOROANCE WITH NJDEP LABORATORY PROTOCOLTO ACCESS URD BY ENGINEER) ¢r O
TOTAL SUSPENDED SOLIDS REMOVAL BY FILTRATION
MANUFACTURED TREATMENT DEVICES,2013. .-_ _. _htlp>pMW�idoal:+OaPQesaRJ €Y' Z
ISOLATOR ROW PLUS&BAYFILTER SCHEMATIC .L SHEET O
HTS E of 1
.rno.+w. "m++..+ srsra*s.ING
0 w 0 U
\ LLLI
w O
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Sheet No.
!!J111
36 of 37
Date: 4/29/24
Scale: 1" = 60'
Project No.
23-034-B011\eng\dwg\
F-23034-PLAN-2-REV-2.dwg

38" 3fi• GENERAL NMS: CONCRETE ANCHOR ,CFNFRAI MOTES £EMEBAL NOT@ 1. VALVE BOX SHALL NOT CONTACT 3. VALVE BOX AOJUSTME9NT MUST BF DONE BY ADlisnua/RASING
1. DUAL BOLTS(tF REQUIRED) , kqx
1.BALL VALVE ON INLET. WATER MAIN OR VALVE THE TOP SECTION OF THE EXISTING ADJUSTABLE SCREW-TYPE -
EA
2. REMOTEE READING ON OUTLET VANG ASSEMBLY 70 BE COhIPATABIE VATIC 2.DUAL CHECK ON OUTLET VALVE BOX TO GRADE OR BY INSTALLING A NEW VALVE BOX
2i22 iii . VALVE PAD REQUIREMENTS TOP SECTION.THE USE OF PAVING RINGS OR ADJUSTING C.I. 518-0LIFTING BAR(TYP.)
CITY OF ASHEYNTE READING DEMCM 3.BY-PASS INCLUDES A BALL VALVE WITH PADLOCK WINGS. SHALL NOT BE APPLICABLE SLEEVES IS NOT ALLOWED.
3.ALL METER SERVICE FITTINGS AND APPURTENANCES IN 4.BRACE PIPE EYELETS. FOR IMPROVED PAVED SURFACES. P.C.
CONTACT WITH WATER SHALL BE LEAD FREE TYPE PRODUCTS. 5. DIFFERENT FLANGE SPACING MAY BE SPECIFIED. - - PROFESSIONALS C
17]N FOR 2"METER SETTERS -
M° 'u-COPPER-STEEL • 1COVER
SW FOR 7Uf METER SETTERS �• - TYPICAL FINISHED GRADE TYPIC FINISH GRADE - RIVER
[] EXECUTIVE
OFFICES
CC1 C('
F.HE7H00 of cAx5lMlcnaN: 340 STEEL PLATE WELDED h POWUERCOATEU 6. BE SURE THAT COPPER SETTER IS INSTALLED IN THE W UNPAVED AREAS .... � RIVER RUN EXECUTIVE OI I ICES
W 3/19'3YAZILM FLOOR PLATE STEEL-•RIENFCRCED WIIH 2D-AO'READER .�
POOH AIH PADLM RECESSED DOOR CORRECT POSITION IN RELATION TO WATER FLOW. COVER p - p
7. SEPARATION VARIES BETWEEN Ir AND 2`METER SETTERa. N.T.s +p �`=1- 2q SUITE-B
12Ddbe 9�:3B'L%22-WX�-D _ _ 1 10 EXCHANGE STREET
NUSIO R SMUT
BALL VALVED SHOULD NOT BE USED ON THE OUTLET SIDE AS A F2 ". v • - �Ii -lIF II Ihl II;I-". I4 " Sle�O GIFTING BAR(TYP.) ',
L7lstt'NNER 5MRUT OFF.FVfrITcD ANGLE INVERTED KEY vuv>=stow-D OF I>_,10 7'MINCED PADLOCK LID 2p"HN[ED READER UO ",I CABC Qz'
7'HINGED PAf1LOCK UD 20'HINGED READER LID FOR 7HIS PURPOSE METER TO BE FURNISHED AND INSTALLED BY THE CITY OF RECESSED LOCK TC :�-i rr f E 1 I c I i J- El it` IF_ I J[ �
RECESSED LOCK ASHEWLLE METER MUST BE SET BEFORE CONNECTION TD BRASS NIPPLE. ADJUSTABLE - - i-=a 1! lid 1lln 1�1I�I1 1 ll - Asti ilr-1!� I- �q, DAN ViLLE, VA. Z454]
All,METER SERVKE F"TN1lS AND APPDRTERENX_S IN DUNTACT VAUT WATER TOP SECTION _ ' .LEI.--IIS�!II I I�IC=lILf1
SMALL BE LEAD FREE TYPE PRODUICTs. - - ICI .ill:=11 I11 lilt= �11J II 1 IHIT.-i'
METER VAULT MATERIAL:COPPER-STEEL COVER: 3 16- ST ENL $_5 5 _ _ - "1=1�1�_ _I e
COVER: 3 16" STAINLESS STEEL METHOD OF CONSITULriRm III.STEM PLATE w3DFD M PaNDERCOATED i6 SALT �•[I�
LIg-a/te STAINLESS FLOOR PLATE SFEY2--RENIFORCEO VM 20'XtW READER N _
DOM AND PAVLOCK RECESSED DOOR. �._oa )IFS' CRET€PAD MAXIMUM � STANDARD RING AND COVER
VALVE BOX I':-i i k
L SUP 39-L X 22-W X 2r D _ � . N.T.S N-C. LICENSE: # C-2577
_ _._� 1 2 STANDARD VALVE : 1, fiil , MATICHFRAMETOEXISTINGGRADE V.A. LICENSE_ # 0404-00 1 40 1
UNDISTURBED EARTH - OIMJ GATE VALVE 24-MAXIMUM 2'-0•
AMR MOUNTED ON 3 BOX-BOTTOM FOR LANDSCAPED LOCATIONS
PVC PIPE DROVE MIN 8'OR TILL UN 7IlRBED EARTH,'- SECTION �iSTABLE DO NOT MOUNT TO METAL 24 _ COMPACTR3t BAtdti-il_L. I is a
F TIED v i MN -_ AMR MOUNTED ON 3 4• 1 " to Uj
B Y OR
BOX � ! PVC PIPE 00 NOT MOUNT �� �:�" 'r to Z
APPROVED EQUAL F ItTI STEEL vAUL ' TO METAL BOXI 'Ss 3 f
DYROVED E.9I+PLY pR � 5 MIN24' �`_ �� �� _• o PHONE NO. 434j 792-3680
26" APPROVED EQUAL MIN 26• u Z m Z
zMxtr4•BLITVL
`- FAX NO. (43 j 792-3685
` ADJUSTABLE `� ;;. %7 h
D.I. CL 350 WATER LINE VALVE BO% BOLT FOUR 4 MIN.
2"COPPER PIPE ���� e SCREW-TYPE ,:?^?��P PRECISE MANHOLE CONCRETE ANCHOR
PPE OPENING ON BOX
TO SERVICE " MAIN
TO BE 3"WIDE AND 6" 6'
R'TALL wvvw- an en .com
2"BRASS BAIL VALVE f_ 7 _4 s.25• R€:iTRAINF(1 DpAJ OR FRAME SET IN NON-ROADWAY LOCATION
EEAA HYDRANT TEE" N.T.S
7-EIfnPPI��BRASS
PIPE OPENING ON BOX MACHINED
pl1TSIDE METER BOX TO D€3 WIDE AND APPROVED RESTRAINT DEVICE SURFACES
12°MIN. LF?N(•lH 6"TALL e'-P7 STONE CXIT�pE METER BOX
!2 MEN. LENGTH MEGALUG OR EQUAL
City Of Asheville,NC ffF SEONS STD.NO REVISIONS RL-VISSONS
DATE DESCRIPTION City oCAsheville,NC DATE DESCRIPTION Ste'NM3. C9n•of:lshcviUc,NC DATE DESCRIPTION STD.NO.
WA•it?it7;'NGINF.EHING I "WATER METER BOX rzgt REVISED POSITIVE DISPLACEMENT 1 REVISED TYPICAL VALVE&VALVE BOX p1 RE,�ISED
1N.02 DIVISION
�rEfr�mTleLlxtNc �.�� ®NXIVTERDIVIIAIN LYLERUNC INSTALLATION PAVEMENT
nlvlstaTv nrvtslaN 1Y/2'-2"METER&METER VAULT un'IST,Ty r,RouT �gC
BRICK-GROUT 2 BUTYL
SHEETED OPEN ALL JOINTS lL V BUTYL 0
SHEEEEIE OPEN TRENCH TRENCH RECOMMENDED MINIMUM RESTRAINED LENGTH
REQUIRED EACH SIDE OF FITTING(FEET) PRECAST CONCRETE
TRENCH TRENCH A
A/2 A/2-- UNDISTURBED CANCRETE COMPAC7>D FITTING TYPE SIZE YJORKING PRESSURE PSI 3 BRICKS(MAX) GRADE RING
BACXFILL MATERIAL SACKFLL MATERIAL i i u EARTH THRUST BLOCK EARTH 125 150 175 200
•Q COMPACTED IN COMPACTED IN 1
'MAP
6'LIFTS - „=--. CONCRETE ' ' I HORFL 11 1 4 DEG. 6 4-- PRECAST MANHOLE
ti4 A M A - ....,;.Y�_e-r THRUST BLOCK _ '=�=•T% A/2 HWUZ 22 1 2 DEG, 6 7 7 2 FRAME SET IN ROADWAY LOCATION
BACKFILL MATERIAL BACKFTLL MAIER AL �.a~ •-�"_ ;e i ---+1} A 8 70 ---2 A I6
COMP DIN dp C3.0 uP IN y'- � A/2 REDUCER 8 X6 4'_. 7 '•2 Y. N.TS
70
IFTS
r'11 GEIIERAL NOBS; - =__� 14 74 - 7 +2 •r:23•'r NOTE STANDARD DETAIL
1. SHALLBCONSTRUCTION OF TRENCHES - - 12 XS -14_ �17 n2lF:: '23?• Metropolitan Sewerage District
WATER ENE 7r•- ••`s_ 1-•.. ,. SHALL IN ACCORDANCE - HORIZ 45 DEC. fi• 1 - .
T t. WHERE M.H. is 1N ROAD SHOULDER AND ROAD
AM WITH THE LATEST OSHA r2p. n qw-28•: 3 ; DOES NOT HAVE CURB AND GUTTER,DO NOT USE PO g O O
i. UNDiSNRBED UNDISTURBED 0• REGULATIONS. CONTRACTOR �__,__,._ IiNDISTURREO
EARTH EARTH TEE END VIEW EARTH 10 '•257J 0•:.03,5;. ANCHOR BOLTS IN FRAME of 8unminEe Carrrrty.North Carolim
SHALL BE RESP651BLE FOR OEhp F]Np 6 :::•:38� 4
STANDARD EXCAVATION OVERCUT EXCAVATION COMPLIANCE VATH ALL 2`MSD OF BUNCOMBE COUNTY' TO APPEAR ON STANDARD MANHOLE
• .. APPLICABLE REGULATIONS. n3b,. 4
NOTE: t a 67 COVERS ONLY WHEN THE SEWER SYSTEM 15 TO BE
TOP VIEW TEE TO BE CALCULATED ON A CASE FRAME BELL HOLES NOT SHOWN 2. BOULDERS OR STONES BY CASE BASIS MAINTAINED BY fv[SD &COVER
TAPPING SLEEVE 9HLE IN EFD OPEN IN EXCESS OF CHN SZE BO DEG, VERT,BENDS I O BE CALCULATED ON A CASE DATEAPPROVEb:MARCHZ017 211-a8.t
WATER LINE MAIN SHE TROPEN ENCH OF
TRENCH SHALL B USED AS PART BY CASE BASIS.
PLAN DF THE INITIAL BA[3ffll
BACKFC.L.MATERIAL GENERAL NOTES: =f JOINT EQUIVALENT IM = 2 JOINTS EQUIVALENT •
BACKFE MATLRIAL COMPACTED IN =-----=- - 3. PIPE BEDDING MATERIAL 1. RESTRAINED JOINTS BY AN APPROVED PIPE � =3 JOINTS EOUIVALE:N =4 JOINTS EQUIVALENT
NOTES: COMPACTED IN 6'LIFTS ==mm`= T'""T'- SHALL BL�57 WASHED MANUFACTURER ARE TO BE USED FOR ALL
6-LIFTS •4"it•'�'::-::A:=1t2•�•^` STONE PUBLIC WATMJNES. THRUST BLOCKS ARE
VALVE 1. TAPPING SLEEVE WILL BE 4 M 2 12 MI :�__:8 M PERMITTED WHERE THE USE OF MECHANICAL TRENCH
RESTRAINT IS NOT FEASIBLE TABLE OF-A-DIMENSIONS(IN FEET) r L
MUFFLER �FM-6E5 OR :,..::_.=- _ 4.SELECT BACKT3LL MATERIAL PIPE [ GROUT
S UNDISTURBED 2 ROPES BUTYL
MecauEG DR EQUAL APPROVED ERUAL SPRNG LINE OF PIPE=�-�-�"_. ==_-= SFkAII BE CLASS I OR B AS 2 DIMENSION TABLE GIVEN IS A GUIDE ONLY. EARTH BEND 90 45 1/2 17 i/A TEE EMBEDMENT INSIDE JOINT RUBBETi r_ti
SPRING LINE OF PI PER NCDDT STANDARD TO ENGR E€R SHALL BE RESPONSIBLE i MATERIAL HUBBE T W
CUNCRETE
2 SEATAPPR TAPPING VALVE IENT SPECIFICATIONS. - - THRUST BLOCK
TO CALCULATE THRUST BLOCK DIMENSIONS fi 1.4 i.f f.D 1-D 1.2
WASHED STONE AND/OR BASED ON RESTRAINED LENGTH -
�n 3. SOLID CONCRETE'OR BRICK EMBEDMENT - - _ - 8 1.9 1.5 1.5 1.5 1.6
WASHED STONE ACTUAL SOIL AND OPERATING PRESSURE
u U BLOCKING WILL BE USED AS EMBmM€NT _ +•r- COWACTED w 10 'r
1111 II!! FOOTING FOR DUCTILE IRON PIPE ADD]TONAL WASHW CONDITIONS �� -'
UN-Yn-RBW STONE FOR 11Npl7TCUT 3. FREE JOINTS SHALL BE KEPT 24 1.1 1.8 1.8 2.0
o D WATER LINE POLYETHYLINE PLASTIC SHALL BE SECTION C-C
EARTH EXCAVATION ONLY AS fTi€f OF CONCRETE. A LAYER OF �a 12 2.8 2.1 20 20 2.4
4, ALL FITTINGS AND APPURTENANCES DIRECTED BY FJVGNFFR y�
SHALL BE RESTRAINED AS PER IN STANDARD_EXCAVAII41`1_ PLACE)BETWEEN THE FITTING `a 16 3.B 28 2-5 2.5 2.8
RESTTAINlL r LIEU OF THRUST BLOCKING III WET CONDITIONS UU/NDDISTURBED AND T14E CONCRETE. 1-T BENS � 24 5.6 4.2 3.0 3.0 4.5 CAISilR014 DETAIL MA'
SPECIFICATIONS UNDEMCUT EXCAVATION 4. PRE-CAST THRUST 13LOMS TOP VIEW
IN UNSTABLE SOILS TYPES ARE NOT ACCEPTABLE. FRANEdCOVER N.T.S.
�.- g 5. CONCRETE S
TSE S L HAVE a0 SHALL HA 40 P.SI. `/1 rTl l_ +•
COMPRESSIVE HAVE w W
(:ity of Asheville,NC REVI IONS STD.NO. Ci •of Ashcville,NC HLVIstpNs STD.NCI- Ci •of]sltcviIlc NC REVISIONS STD.NO. 12'M117CBRICK
TAPPING SLEEVE AND DATE DESCRIPTION DATE ❑ESCRIPTLON THRUST BLOCK FOR FITTINGS& DATE DESCRIPITON AD,NS7�F
WATER ENGINEERING 201 REVISED WATER EAIGINEERING TYPICAL TRENCH DETAIL 1 REVISED WAIIiR.1iNGLN FrrJVG [RESTRAINING REQUIREMENTS pis R ,W 22 A
DnrIS�LTr VALVE ASSEMBLY W20 nnIt» W21 DIVISION
RIPE
EMBEDMENT
ES-A-LF4OOOB-FP MIAM-IlOLE IL MATERLAL
Materials Pressure-Temperature TRENCH WIDTH SIFPS l' MANHOLE
S.
Lead hee'In o body crostruchnn,sEicone nlhher cl s Sc1Aable for Siglpty pmmom Up TO 175psi[12-06 bar)and wafer THE MINIMUM TRENCH WIDTH SHALL 13E check SEE
material n Die fvst and seoW check plus the a&ef vatye [wTgle M-to 1 BG"F(7S"C)continuous- THE NOMINAL PIPE DIAMETER PUTS 24M, �
Job Name OaiOa m Ftcl Rala poymer eck seats for first and secaTd dmdL 2}`MIN. DEFT- V1
- -- ---- ------ �- -- Fiernovable relief valve seat,cover traits. WEPT THAT THE MIN IMUMTRENCH IN RDA0.S AM
Job Location Approval VAOTH SHALL NOT BE LESS THAN Orr 1N BACKFlLL FN 17 UFTS&COMPACT TO 92% ri
S�ndart9y fiArhL4ied with NPT Uody mrYhectlons Series ® ANY CASE STANDARD PROCTOR.BACKFlLL IN 6-
Fngneer Cortra101s P.O.No. LF40C08-FP twr>PJhed vriUh gear operated.TuF port, lrquae with! aUU �� its LIFTS&COMPACT TOSS%STANDARD 4"P
resirad seated,bronae hall valve sMnoft,with National Pipe 7 3l4•MEIN. ju
APPfovaO painnes-dative Thread Taper ANSVASME H1.20.1 or Cfoovcd end Table 4of WHEN IN PAVED AREAS OR ON ROADWAY FROM BOTTOM
MOF 88NI a
AIAWA G 506,11 end comedians. SHOULDERS. FROM BO I TOM()F
COVER TO TOP OF CLEANOUT &' -
CL C E
Amp A MQ�,, Stai d�d5 = CL
¢w S CFMHiLINE OF
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/�\] l �: 3•MIN. MANHOLE O z AWOOW THE
�-+0:n ®® O - ✓ 4.OR 8•&EWER SIZ@.o-w t"-2" ■ e �=l'/ I�K;EI7LY COMPACTED CLE4NOU7 SLEEVE JO]NT 0 V U M�H�
Berke 1F4f1COB-FIR P4AK*d fire ZoneAsserabl s are tm3 WL4 I UNDISTURBED EARTH - RISER PIPEOUT ENTRANCE OUTLET.
designed to Paf�potable water slW; n aocordance wih _
riallmal plUrnkft code.and water authority re¢aanerds Approved by the Fawdahw for(.loss-Carxiectlon Centel and 24r -
This series r be used in a variety d ihstalabow ndNdhg the - Hy�aclic Resasrm at The University of Southern Calib r r3• _ A
Preventin U our hwlh r the s oross erv6iDrybonho s in il9 Sans BTLIII! 6•IMtN. - h
, I SECTIONAL
FILM
This ssies feaftatw nTne Ddaipe dgD dedvavee, LT.S.captredgmnEtsandr edhedseatswmanmt a T'IFI0B0f W wi191L8-0IRiBrSIO3
reiefvaee 8s oaryaYrncdArdeaw des easy..ter131fiT - - 6'MIN.WASHED
and a s$""apse. STONE BASE
Feaw L6 E T��" f r PIPE EMBEDMENT ' 1r: yam y� 6` L❑❑1_ - "''' . ,ci rJ? /fix'' ..:d� EMBED.PIPE
EMBEDMENT MATERIAL
MATERIALTO { r, `. i +4i,,
•SngHaxx cx+,er arALwrodehRhr dledc mralrueii0n f0F ease p Q Q Q CI F1© PIPE `UNDISTURBED
d maiMenarre ALmdFres'ITaka�d Pressfe2meAssalhkhlysfki 6Birwtalerl SPRINGLINE 00❑ ❑ ❑❑ EMBEDMENT NOTE:MANHOLE STEPS TO BE VERTICALLY
err each pAso9al heatlfT lPw.ad b�Nhua to prevent baddow due C l F MATERIAL IN LINE WITH INVERT OUT".
•Top-try-sit Rnfanais 6aa-iatal sQuou a to badmiphormge aMlor badrpresseTe The assarr"y shall ❑(�Q-' I Q
om.W of an ull rrnall me dAterentlel reEet valve halm in a i s SECTION A-A
•Caliwed slxings for soernaiRerher:ce �� m
zpdngs and
0ono na s.0 cbm g diarnd-Eg es wfm wed TRENCH FOR PVC RIPE(15"DIA AND LESS) ❑❑❑ul[ks�j ❑❑❑- MANINOLE NOTES N.rs
hreads M� ;lwwa sxposn a ❑❑❑ ❑° ❑ STANDARD DETAIL
Hoplec��l RAW valve fore r�yii d_.__._� Tnd bffir cf'edcr xkileshd the reWvalve"Thae I A -- D ' I�CJ❑ L7 L� ❑ 1. FOR MANHOLES LARGER TFIAEE 4 FT,DUI.MAINTAIN
mpa+' rapkalaia n IF-' i
•Boons consfruckn ford i'to 2• " - ---- Fes,
�E3a1 valve led rucks-screwdriver slatted-1'to 2' access caves f all lrod with sornip s steel to bs.Theaxfi a ly .-I ........._... NOTE8. ❑13❑Et❑11❑EI ❑ FULL MANHOLE DlA TO 6 FT.ABOVE INVERT BENCH. Metropolitan Sewerage District
shall also ahrAdetwo 0❑❑❑E1 ❑
.Cage body paesagy provides lay presare crap ghor operated slow tl-ase resifleiTt sealed Z.FOR 6 FT. AND fi Ff. DIA MANHOLES, USE A of Uuommhe(rnrniy,Worth Ca1o8h1a
isdallm valves.tale redlem sewed west coots and a1 ar galp 1. WAIL THICKNESS SHALL BE SCR 35 OR AS NOTED ON PLANS- C1 0 GI ❑ TRANSITION CONE TO REDUCE TO 4 FT.DiA FOR 7
•Carnpact, MAgn can filling.The assetiftshallmod the rogweraerlsofUSC FT.TO 10 FT. DIA MANHOLES,USE A TRANNSTION STANDARD MANHOLE
No speail tools roolcuad Tor sawlailg MoMd8MEoirfimt:ASSESM E013;AWWAStd.CS11;GSA A R C n E F s x I 2. PVC PIPES REQUIRE#57 WASHED STONE PIPE EMBEDMENT TOP TO REDUCE TO 4 FTFA D
•End connec9ate goer uperaled slow-dose ball vaFrm- 6644.The assmi6ly sta be an Ames Fire&Waterworics Series R vu mm a mm ro. mx :x Pon �. mm a mm x mor A "n n mm ms MATERIALS NOTE:
National FipeTTread Taper ANWASME 131.M11-Grooved LL4 -FP 7Famma2-1p 1 TADS. 3l0 59k 1I8 3y ID 2- 59 9y, 235 5iS lab Th 73 rf T3 15$i �1 1S.B 72 DATEAPPROVED:MARCH2O17
eW Tale 4 d AW WA C 606-11 1F40D&Rh4-W 1ik 17 N32 8S5 156 3tt AS 2t 67 113E 61He 15t T,6 73 31Sa 81 iP,¢ N5a 791 &7 3- TMS DETAIL IS VALID FOR AIC SETA.4iR PIPE INSTALLED AT DEPTHS 1. ALL SANITARY SEWER CLEANOUT BOXES AND 2.1t-at
•Re-wined tamper switch 0 per shutoff 1F40mRA12�P 1'k 18 1 457 I Dye 1 1E7 1 4 1 1p2 2%1 fie I T13tc I ZLT I 6'R 1 159 1 2%1 73 7 33I 96 TOES 473 20.6 9.4 OF UP TO 2[i FFPT- R20N�(S SHALL BE MANUFACTURED FROM GRAYCJLST IRON)MEETING THE REQUIREMENTS ���+ry,,,'i, #` II
LN&ROMQ-FP 2 ZT 573 'h 191 4, TU B 3'k in t h 341 fA5 1LS 2'A 73 35L 42 Zi3 543 3DN 138 LESS THAN
4. PVC PEE£NOT ALLOWED CB OF AW WA C11C AND ASTM A536. ,*.,.C`�
MTED WITH 3'-0"COVER. cL
-1TeyreVed y�mcedlhG pomwt ca#acted BTs�nahle Sbakw solid ty 5. NO BOULDERS OR STONES WILL BE USED IN INITW_BACKFlLL. 2 ALL SANITARY SEWER CLEANOUT BOXES AND '• O`- ��,5 �j����
® wstr Mm 8hm 0.25%of lead by w:lyd. 6. WHEN TRENCH IS SUBJECT TO INUNDATION,EMBEDMENT MATERIALS COVERS SHALL CONFORM TO PARAGRAPH 2.01(cQ + � O
The ihtam an ao[dahed fhereinis noti oWedlorg4av3the 111 OF ITEM It. SECTION VI OF MSD's TECHNICAL M
pnochhq ihstala5m and sallidy ilQnmilhln available ortha etp.- MUST EXTEND TO TOP OF PIPE SPECIFICATIONS(MADE IN THE U.SA)
�oFa trailed pTDrATo iata0a Ya1 ere required to IhoroLUgfly w
read all instab*nk4hxb and produd safely Worrm]h1n 3. NON-TRAFFIC LOCATIONS' SANITARY SEWER
bE#ombegimingth-w5tambneftisprodtct. CLEANOUT BOXES AND COVERS SHALL BE AS -A 27 Q`
STANDARD DETAIL MODEL1�sc JORAPPPROVEDTURED,BY EAST'QD�'"R""WORKS 0
STANDARD DETAIL 7 �p
Metropolitan Sewerage District 4.TRAFFIC LOCATIONS;SANITARY SEWER CLEANOUT Metropolitan Sewerage District ',� y 31 N � ••
A®crsWeb.� A M E jS BOXES AND COVERS SHALL SEAS MANUFACTURED
7:edanUsnrrerJ���cmadapodmlv�ml,Ripe�e: rd i3unmmhr C ly.Nrnth f ardire of lHumomhe CaoetV.North Carnfe-
sdh»hr�ry�r�ra it aiT b A s A FL4EShYrM•c"'•=••iCC.y E4UAL)AN IR4N VIAORK$Bpf7EL iRi(C2R L! M G�+`,1••
+" A�BnOW 2 TRENCH FOR PVC PIPE APMVVELI CLEANOUT BOX I�r�1;��■�'''
2
RFV OQNnr2027 s W DATEAPPRUVED:MARCH 2O17 2.04-01 DATE APPROVED:MARCH 2%2019 207-05
NYLOPLAST 12"-24" DURASLOT TEE STANDARD DETAIL NYLOPLAST DRAIN BASIN STANDARD DETAIL FOR 4"-24"DURASLOT PIPE m
NYLOPLAST 17➢LicTTLE IRON �
NYLOPLAST 17 DUCTILE IRON NYLOPLAST DRAIN BASIN FRAME 8 SOLID COVER I GRATE
FRAME&SOLID COVER I GRATE CAP STYLE REDUCER 1.50
Q-NYLOPLAST 1T DUCTILE IRON
FRAME&GRATE I SOLID COVER 1.50 VARIABLE INVERT f
ELEVATIONS AVAILABLE VARIABLE INVERT
(ACCOR➢INGTO 1.50 ELEVATIONSAVALABLE
PLANS!TAIL OFF) O (ACCORDING TO
PLANS!TAKE OFF)
250 } 1 U
+ OO 4•-12'ADS DURASLOT PIPE
I VARIABLE SUMP DEPTH y VARIABLE SUMP DEPTH I_ 4-24 ALA � O
(6M MIN.BASED ON J (6•MIN.BASED ON © I� DURASi OT PIPE (n
MANUFACTURING REQ.) 12"NYLOPLAST DRAIN BASIN MANUFACTURING REQ.] W F-' Z
TYPICAL 12"BASIN 15"-24"DRAIN BASIN
CUT OUT SECTION
12'-24'N-12BELL O :2O O LEI�
ON BELL FOR SLOT SEE NYLOPLAST LLI O OR �
012•RISER PIPE HEIGHT CAN VARY BASED ON SLAT HEIGHT MIN,ANGLE CHART 11, U W
4 SLOT HEIGHT (CAN BE TRIMMED IN FIELD TO ADJUST CASTING ELEVATION) -
VARIES Or
1.5D Ld O
}
I�
U U
2.50 Z z
CHANGE IN PIPE ANGLES MULTIPLE CONNECTIONS CHANGE IN DURASLOT PIPE DIAMETER
(MORE THAN 2)
N
USES FOR DURASLOT BASINS N I h
NYUOPLA.ST32'CASTINGS O O
GRATE OPTIONS LOAD RATING PART0 DRAWNG9 N /<�
STANDARa NEE7S H-20 Iz%03 711041a-2Ua I ••'•"
12•-24'DURASLOFPIPE �© I'®�
wu6 mvEa MrXTs hhaO 1299CGe 700-110-20I r 00
1 -NYLOPLAST 12•FRAMES&SOLD COVERSIGRATES SHALL CONFORM 6.5D 625' O
NYLOPLAST DLIRASLOT TEE TOASTM A 536 GRADE 706 M3,"i FOR DUCTILE IRON. 1D.50 � � gS0 � � 9 50• _ � 8 25' N Z
NYLOPLAST P/N P/N DESCRHP110M 2-ADAPTERS FOR DURASLOT CONNECTION RANGE BEiwm 4•-24'. r
NYLOPLAST 12'CASTINGS 1255AGD5 Ir X Ir DURASLOT TEE SEE DRAWING NO-70D1-110-275 FORADS N-12 BELL INFORMATION.
1 -NYLOPLAST 1 T FRAMES&SOLID COVERSlGRATES SHALLCONFORM 1566AG05 W X 12"DURASLOTTEE 3-SLOT HEIGHT VARIES DEPENDING ON DESIGN CRITERIA. - � � � Sheet No.
GRATE OPTIONS LOAD RATItBG PARTS DRAWINGS
TO ASTM A 53E GRADE 70-5D-05 FOR DUCTILE IRON. SLOT HEIGHT CAN RANGE FROM 2.5•TO 3G.15•-24 BASINS WILL ts"x 1rcGRE sml:aE[XICETI Tax IT PULLED REDUCER 24•x t2 Pu.Im RmucFx
STANDARp MEETS H-20 1299L-Cd 7CHI1-110-203 1865AGD$ 18"X12•DURASLOT TEE
2-ADAPTERS FOR DURASLOT CONNECTION RANGE BETWEEN 12'-24'. SCUD COVER MEETS N-z0 ]299r�c TDDL-lw-saa 246fiAGD5 24"X SY'DURASiDTTEE REQUIRE SLOTS TALLER THAN STANDARD 25'-6•SLOTS.
SEE DRAWING NO.7001-110-275 FOR ADS N-12 BELL INFORMATION. 4-ENCASE ADAPTER IN CONCRETE TO SFALCONNEC-1ION BETWEEN 15"-24"BASIN REDUCER OPTIONS
3-SLOT HEIGHT VARIES DEPENDING ON DESIGN CRITERIA. ADS DURASLOT PIPE AND NYLOPLAST TEE BODY.
SLOT HEIGHT CAN RANGE FROM 2.S TO W. THIS PRINT DISCLOSES SUBJECT MATTER INWWGH DRAWN BY MUM MATERIAL $130 VERONA AVE 5-RECTANGULAR SLOTS ARE TO BE CUT INTO BELL ON NYLOPLAST THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNEIT NYH MATERIAL 3130VERONAAVE
NYLOPLAST HAS PROPRIETARY RIGHTS-THE RECEWT BUFORR EA30618 NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD,GA30513 37 of
_n
3-ENCASE ADAPTER IN CONCRETE TO SEAL CONNECTION BETW®N /l TEE DURING THE MANUFACTURING PROCESS TO ALLOW PIPE AND POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.27.20 A" PHN{RID)S32d143
OR POSSESSION OF THIS PRINT DOES NOTpOHFERL DATE W" a THEN(77B]932.24Y3 OR
ADS DURASLOT PIPE AND NYLOPLAST TEE BODY. TRANSFER,OR LICENSE THE USE OF THE DESIGN OR NyloplAst FAX[phone] TF.r TO FIT PROPERLY. TRANSFER OR LICENSE THE USE OF THE DESIGN OR wywPlast- FAX(M)93aZM
4-RECTANGULAR SLOTS ARE TO BE CUT INTO BELL ON NYLOPLAST TECHNICAL INFORMATION SHOWN HEREIN APPD BY NYH PROJECTMO MHE n w aybpList us,com 6-18•AND 24'REDUCERS ARE A CUSTOM PART.iS X 17 COW STYLE TECHNICAL INFORMATION SHUM HEREIN gppp gy NVIR FRaJECTNOXAIKETyr,nyypM s,ew„
TEE DURING THE MANUFACTURING PROCESS TO ALLOW PIPE AND REPRODUCTION OF THIS PRINT OR ANY INFORMATION TRR� REDUCER IS TYPICAL BUT REQUIRES TOP TO BE TRIMMED.BASINS REPRODUCTION OF THIS PRNTOR ANY INFORMATION TITLE Date: 4/29/24
TEE TO FIT PROPERLY. CONTAINED HEREIN•OR MANUFAOTUREDFARY DATE 834&M 1T-24-DURASLOTTEE STANDARDDEFAA. WITH REDUCERS WILL REQUIRE CUSTOM SLOT HE RE
HEIGHTS. CONTAINED HEN,OR MANUFACTUREOFANY DATE &27-20 12--2CMAIN BASIN STANDARD SETAEOR F
5-DIMENSIONS ARE FOR REFERENCE ONLY.ACTUAL DIMENSIONS MAY ARTICLE HEREFROM,FOR THE DISCLOSURE TD OTHERS 7-DIMENSIONS ARE FOR REFERENCE ONLY,ACTUAL DIMENSIONS MAY ARTICLE HEREfROM•MR THE DISCLOSURE TO OTHERS 4"•24•pg[pQLpTppE n = Or
IS FORBIDDEN.IXCEPT BY SPECIFIC WRRTEN IS FORBIDDEN,EXCEPT BY SPECIFIC WPoITEN S c a I e:
VARY.DIMENSIONS ARE IN INCHES. PEF2MI 51ITN FROM NYLOPLAST cm DING SItH A SCALE 120 SHEET 1 OF f DWG NO. 6001-I10-M REV A VARY.DIMENSIONS ARE IN INCHES pERM65$FOII FROM NYI OPI AST. �rrrn OgAgr PINS$TIE A SCALE 1:75 STEEL 1 OF 1 DOGGIE TOIEi 710 572 RQII A
Project No.
23-034-BOl 1\eng\dwg\
F-23034•--PLAN--2--REV--2.dwg

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y
O 0.1 \0.1 +7 .o .0 1 3 1.1 1.6 2.4 3.7 4.8 5.7 5.7 6.0 6.0 6.0 5.8 .6 6.1 6.7 6.6 5.9 4 2.3 2.4 2.4 3.5 3.4 3.0 2.2 2.1 2.3 3.2 3.4 3.1 3.1 3.7 5.4 73 4. '.9 ®® 0.5 0.2 0.1 0.0 72 H 23 0
m �1 73-74 J 23 0
0.1 0. 5 +.0 1.3 1.5 20 25 3.4 4.0 4.4 4.5 4.3 4.0 3.8 3.5 +.4 42 4.9 5.3 5 .3 26 3s 79 3s 3.3 3.0 +.8 27 3.1 3s 3.7 3.4 22 22 p,^y / 4.¢ .j 0.3 0.2 0.1 0.0 THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS 75 K 23 0
80 W \/
BS 3 , Q REGULATED BY LOCAL ORDINANCES
�0 0.0 1 0.1 0.1 0. �.� 1. 2.3 2.8 3.8 4.8 5.1 4.2 3.5 29 3.3 3.5 3.3 2. 1. 1.5 1.�[ p 0.2 .8 0.0 +0.1 0.1 0.0 76-78 L 23 0
VOW
•� 0 0.1 0.1 2 0.9 1 1.9 2.4 3.6 5.5 72 561 3.7 2. .3 2. 2.s 2.1 19r.6 1 D'R7 1'R.2 1'f..1 019.8 00'.7 1P.0 1'f..1 1$.5 14F.6 1 i.o 1(9.9 0f�4 Q.2 04.1 0�0 0�0 0�0 0 0 .0 0.0 0.0 0.0 0.0 79-80 J 23 O
1 - H 0.6 .6 REPRESENTATIVE T ADJUST DRIVE 81-90 M 7 0
ClOWNER/OWNER'S S O JUS
0 b.0 b.0 b.1 0. b.3 +a 0!�-J 1.2 1.7 2.4 ., 4.3 2.5 1.9 1. 1. 1.5 1.3 0.8 0.5 o.a 0.3 0.3 0.4 0.2 0.3 0.3 0.4 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 9.0 9.o CURRENT ON FIXTURE A VIA DIAL ACCESSED IN
91-178 N 20.16 0
° 0 DRIVER ENCLOSURE TO SWITCH POSITION NOTED IN
0.0 b.0 b.0 b.0 b.1 b.1 b. 3.2 .3 b.4 b.7 i 1 '1.4 1.8 2., 1.8 1.5 1.2 0.8 Osn 0.3 0.3 b.z 0.z O.z O.z o.z o.z o., o., o., o., 0.2 0.2 0.2 0.2 0.1 0.0 0.1 0., a, 0.0 o.a a o.a 0.0 0.0 0.0 CATALOG LOGIC COLUMN OF LUMINAIRE SCHEDULE r179 P 11 0
\ 1 0.6 u
0.5
0.0 0.0 0 0.0 0.0 0.1 1 1 0.1 0. 0.2 0.4 0 5 0.7 0.9 0.2 0.9 0.8 0 6 0.5 0.4 0.4 0.2 0.2 0 0.1 0.1 0.1 0.1 0.1 0.1 0.1u.I u.1 0.0 0.0 0.0 0.0 0.0
0.5
0.0 0.0 0. 0.0 \ 0.0 0.0 .1 1 1 0.1 0.1 0.2 0. 0.3 0.4 0.5 0 1 0.4 0 5 0.5
0 0 4 0.4 0.3 0.3 0. 0.2 .1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0
\=` 1+ 03 0.3 O
00 0.0 0.0 0.0 V. U4 0.0 01 0.1 0.1 '.1 0.2 0.2 02. 0.3 0.1 0.3 0.3 0.z O.z O.z a.1 0. a.1 0. 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O 0.0 .0 0.0 0.0 0.0 0.0 0.0 LABEL AVG MAX MIN AVG/MIN MAX/MIN
\ .1 02 lJ PAVED AREA(BUNCOMBE COUNTY) 5.17 16.3 0.8 6.46 20.38
0.0 0.0 0.0 .0 .0 0.0 0.0 0 1 0. + lb0 o.1 0.1 0.1 0.1 0.z 0.2 0.1 0.1 0.1 0.1 0. 0.1 0.1 1 0.1 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.D 0.0 0.0 0.0 0.0 0.0 0.0 0.0
a,
01 PAVED AREA(FLETCHER) 3.80 14.3 0.9 4.22 15.89
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 01 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 +.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PROPERTY LINE (BUNCOMBE COUNTY) 0.53 1.9 0.0 N.A. N.A.
0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 .0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b. 0.0 PROPERTY LINE (FLETCHER) 0.62 1.7 0.0 N.A. N.A.
UNDEFINED 0.77 29.6 0.0 N.A. N.A.
UNDER CANOPY 27.78 37 17 1.63 2.18
ENTIRE SITE 10.45 37.0 0.0 N.A. N.A.
SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC
EN 24 A Single 13800 1.010 B3-U3-G2 110 2640 Cree Lighting CP5-20L-4OK9-DF-UL-DM-XX-Q6-HZ
1 B SINGLE 11000 1.010 B4-U0-G1 68 68 Cree Lighting OSQ-ML-C-AA-XX w/PGM-1 + OSQM-C-11 L-40K7-33-UL-NM-XX
18 C SINGLE 1441 1.020 B1-U0-G1 22 396 Cree Inc. PWY-EDG-3M-P3-02-E-UL-XX-350-57K
0 17 D SINGLE 484 1.000 N.A. 6.9 117.3 B-K LIGHTING, INC. BKLT CH-LED-e69-FL-BZP-12 (BY OTHERS)
EM> 4 E SINGLE 3365 1.020 B1-U0-G1 37 148 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-525-40K
3 F SINGLE 7099 1.020 B2-UO-G2 70 210 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-525-40K
4 G Single 10450 1.010 B2-UO-G2 97 388 Cree Lighting OSQ-ML-C-DA-XX+ OSQM-C-16L-4OK7-3B-UL-NM-XX
1 H Single 15200 1.010 B3-UO-G3 97 97 Cree Lighting OSQ-ML-C-DA-XX+ OSQM-C-16L-4OK7-3M-UL-NM-XX
4 J Single 9575 1.010 B2-UO-G2 97 388 Cree Lighting OSQ-ML-C-DA-XX+ OSQM-C-16L-4OK7-4B-UL-NM-XX
1 K 2 @ 90 degrees 10450 1.010 B2-UO-G2 68 136 Cree Lighting OSQ-ML-C-DA-XX+ OSQM-C-11 L-40K7-4M-UL-NM-XX
3 L Single 7200 1.010 B1-U0-G2 68 204 Cree Lighting OSQ-ML-C-DA-XX+ OSQM-C-11 L-40K7-3B-UL-NM-XX
10 M SINGLE 2926 1.000 B1-U5-G0 40.26 402.6 SOLERA 2SRBK6-12WLED-WW-120-U/D-E(UP)-O(DN)-WM-BZ (BY OTHERS, SHOWN FOR CONTRIBUTION)
88 N SINGLE 136 1.000 N.A. 4.12 362.56 Blair Companies 4 FT. LINEAR STRIP LIGHT (BY OTHERS, SHOWN FOR CONTRIBUTION)
1 P SINGLE 13946 1.020 B3-U0-G1 132 132 BETALED, A DIVISION OF RUUD LIGHTING BXCT9020&/CAN-228-SL-RM-06-E-UL-XX-700 (BRIGHT RED FINISH, ORDERED SEPARATELY)
DISCLAIMER
REV. BY DATE DESCRIPTION ANY SITE PLAN(S),FLOOR PLAN(S),RENDERING(S),LIGHTING LAYOUTS)AND PHOTOMETRIC PLAN(S)INCLUDING BUT NOT LIMITED TO ANY PROJECT(S)CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC.,ARE ONLY INTENDED PROJECT NAME:
FOR ILLUSTRATION AND QUOTING PURPOSES ONLY.RED LEONARD ASSOCIATES HAS THE RIGHTTO USE THIRD PARTY LASERS,SCANNERS,AND CAMERAS BUT ACTUAL PROJECT CONDITIONS,DIMENSIONS,AND ACCURACY OF
REDLEONARO R1 JAN 06/20/24 REVISED PER COUNTY COMMENTS MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS.RED LEONARD ASSOCIATES INC.ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS.THIS INCLUDES BUT IS NOT LIMITED TO THE SCALE: LAYOUT BY: SHEETZ
I I USE OF,INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S),SURROUNDING AREA FOR PRODUCT(S)SUCH AS EXISTING POLE(S),ANCHOR BOLT(S),BASE(S),ARCHITECTURAL AND SIGNAGE STRUCTURE(S),LANDSCAPING V,=30' DAR
\\ ASSOCIATES PLAN(S),LIGHTING PLAN(S),FIXTURE SELECTION(S)AND PLACEMENT,MATERIAL(S),COLOR ACCURACY,TEXTURE(S),AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED.FURTHERMORE,RED LEONARD ASSOCIATES
R2 JAN 08/16/24 REVISED CANOPY LIGHTING TO 4000K,ADDED ENTIRE SITE CALCULATION INC.,DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE,DURING,OR ATTHE CONCLUSION OF THE PUBLISHED WORK.THE CUSTOMER,ITS RELATIVE AFFILIATES,AS WELL AS ANY OTHER FLETCHER, NC
PERSON(S)IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES,PERMITS,RESTRICTIONS,INSTRUCTIONS,PURCHASES,AND INSTALLATIONS OF OBJECTS VIEWED DWG SIZE: DATE: - -'
WITHIN THIS DOCUMENT(S)OR PROJECT(S).SYMBOLS ARE NOT DRAWN TO SCALE.SIZE IS FOR CLARITY PURPOSES ONLY.SIZES AND DIMENSIONS ARE APPROXIMATE,ACTUAL MEASUREMENTS MAY VARY.DRAWINGS ARE NOT D 3/22/24 DRAWING NUMBER:
1340 Kemper Meadow Dr, Forest Park,OH 45240 INTENDED FOR ENGINEERING OR CONSTRUCTION USE.THIS DOCUMENT,ANY RED LEONARD DRAWING(S),OR PROJECT(S)IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES,BUT FOR
RL-9494-S 1 -R2
513-574-9500 redleonard.com ILLUSTRATIVE PURPOSES ONLY.ANY LOCATIONS OF EMERGENCY LIGHTING SHOWN WERE PROVIDED BY OTHERS.RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INSUFFICIENT LIGHTING DURING AN EMERGENCY EVENT.
ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J.LEONARD IS STRICTLY PROHIBITED.

QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION
24 A CPS-20L-4OK9-DF-UL-DM-XX-Q6-HZ � ML 1 B OSQ-ML-C-AA-XX W/PGM-1 + OSQM-C-11L-4OK7-33-UL-NM-XX � ML 18 C PWY-E DG-3 M-P3-02-E-U L-XX-350-57K 4 E S EC-EDG-3M-WM-02-E-UL-XX-525-40K
_ §& 4 G OSQ-ML-C-DA-XX+ OSQM-C-16L-4OK7-3B-UL-NM-XX I& 3 F SEC-EDG-3M-WM-04-E-UL-XX-525-40K
_ 1 H OSQ-ML-C-DA-XX+ OSQM-C-16L-4OK7-3M-UL-NM-XX
_ 4 J OSQ-ML-C-DA-XX+ OSQM-C-16L-4OK7-4B-UL-NM-XX
_ 1 K OSQ-ML-C-DA-XX+ OSQM-C-11L-4OK7-4M-UL-NM-XX
_ 3 L OSQ-ML-C-DA-XX+ 0SQM-C-11L-40K7-3B-UL-NM-XX
ADDITIONAL FIXTURE INFO �T ADDITIONAL FIXTURE INFO �T ADDITIONAL FIXTURE INFO �T ADDITIONAL FIXTURE INFO ET
OSQ Series
CPY500TM Series QSQT"LED Area/FIGGdLuminaire featuring Patented NanoComfortT"Technology-VersionC Rev Date V901/30/2024 THE EDGE° Series THE EDGE® Series
CPY500T"LED Canopy Luminaire-Direct Mount Re,Dote:V611/01/2022 LED Pathway Luminaire Rey.Date:V9D6/07/2021 LED Security Wall Pack Luminaire
Product Description OSaM-AA Mount y Rey.Date:ver 09/33/2021
Product Description The GSDTM Area/Flood[uminaire blends extreme.pti,'[,-antra[,advanFed thermal management Product Description Product Description
, and madern clean aesthetics Built to last the housing-s rugged cast aluminum with an integral, iT
The CPYandpSeries LED[Diffus d ptICS MIEIM1long, and
Lassa t'that comfort he hest -" _
g p n usual • -- -- Durable die ast alum num[um na re haul rig mounts d re tty to 4 1102mm1 diameter pale I n[udedl THE EDGE watt mount lumina re has a SUN-,taw prof le design.The loin na re end ceps are made from
we,Iirn, w-hrt LED driver,,n mparnize, Versa'd mountrigconfgu ratans,S,ml...lyi into
.Site
,-fort and performance.Diffused optics inn-milse glare and increasevisual comfort while delivering top- Nki wthout Vs-bile mounting hardware for clean appearance.Pole mounts to rugged de cast aluminum rugged de cast aluminum with-integral,weathertight LED driver compartments and high performance
Its slim,low prof-[e design m-rim-zes w rid load requ-rements and Mends seamlessly into the site
af-category 175LPWeffirieinga, high pert bL,frce LightLow. rbut th It,n,ry.olduniquelyarg deblends nternalflange secured by three 3/8 -16x6 anchor halts with l-1/4"hook 1prmidedl.Note:T45 Torx aluminum heat Sinks per flea[[y designed for LED applications.Housing is rugged aluminum.lndudesa
Forgyd ing even,quality illumination.Medmm is suitable upgrade far HID applications up to rod Watts.
into the canopy while still he rig easily sery ceab[e from below.Above the canopy its uniquely angled extruded S/8'socket required for head installation.Top mounted LEDs for super or optical performance and light lightweight mounting box for installation over standard and mud ring single gang J-Boxes.Secures to watt
aluminum driver housingallows the CPy50Ui Series to easily tall around existing structures,making Large is su table upgrade far HID a wall,.
cations up to 10GG Watts.Extra Large is suitable upgrade far HID rol with four3/16"(5mm)screws(by others).Conduit entr from to bottom,sides and rear.Allows mounting a yms gs g applcatans up to multiple 1D00 Watts dart / / P g
't dest for both retraf t err new on,tru t on appl 'tons Gptonat bezels provide enhan ed aesthet-s and - Applications:Landscape,walk-ways and generals to lighting for uptight or downlight Des gned and approved for easy through w ring.Inctudes Leaf/debris guard.
optical Contra[to EDnI E1 ze uptight yet artact the eye of divers - high-most:
rig lots walkways campuses car dealerships,office complexes,pickleha0.courts, Applications:Der-La eaandsecu t lighting
high-mast and nterna[roadways 3"17a3mm1 PP Y
Applications:Petroleum canaplee,DING fuermg station, Performance Summary
- 121whop
Performance Summary '---•-' • -A Performance Summary e iazsmmi 35.. Patented Nanooptie"Product Technology _ lGo 3"_
.,,-.. v '�. •a®p • per par ) 7.D
Assembled in the USA by Cree Lighting from US and imported parts r Ie�mml (254mm
'ft
_ •® �:a L UtiiD2es Patented NanoComfortT"Terhnalo ' Ig9<mm) e e .e. '$,�� Assembled in the U.S.A.of U.S.and imported is �m Performance Summary
9Y
Initial Delivered Lumens:Up to 20,900 Uti[zes Cree TrueWhite°Techn,Lngy on 5000K Lumina-res CRI:Minimum 70 CRI ( ni) Patented NanoOptic-Product Technology
Efficacy:Up to 175 LPW Assembled in the USA by Cree Lighting from US and-importedparts < ••®p CCT:4000K I+/-SOCK),5700K I+/-500K]standard imp, par I1V.. F, I
r r Ph.t. Lf L<k7-Pm Assembled'n the U.S A.of U 5 and imported is (464mm]
CRI:Minimum 70 CRI(40K,SON,57KI;80 CRI(30KI;90 CRI 140K,50K -[o deed Say`MDo n 'ion
Initial Delivered Lumens:4,000-85,000 Limited Warranty':10years on luminaire/10 years on Colorfast Delta Guard-finish 4.6- CRI:Minimum 70 CRI WaaAmber,
&GK I,/-i 80 CRI GOOK EI;90 CRI(50DOK] -
CCT:30GGK,4GGDK,SGOOK,570GK 11
Efficacy:Up to 171 LPW min �� � 46- s_-nnpu,re=iigndd�,mnv,rr,do mr,varranlytJm, A CCT:Turtle Friendly Amber,3000K I+/-300K),4000K(+/-30GK],SOOOK I+/-SOOK],5700K I+/-SGDKI
L117mm1
Limited Warranty':10 years on luminaire/10 years on Colorfast DeNaGuard-finish/up to 5 years for CRI:Minimum 70 CRI 13000K,4000K&5700KI;90 CRI 15000 K] a� standard
Synapse°accessories/1 year on field-installed accessories } Limited Warrant 10 luminalre/10 Colorfast DettaGuard'finish/1
CLT:300DK,40D0K,SDOOK,570DK a's. 3.s" y`: years on years on year an
I - J
IP65,veto LL,I P66 optles/IP66 driver housing IB9di us .1 Accessories accessories
I "1 Limited Warranty:10 years for luminaire;10 years for Colorfast Delta Guard-finish;5 years for RML 2 T
CLassl ❑- 2Hazardous L...run farseLect models ,ens root,5yearsforSynapse'acress.res 1y tfrIum s Feldlnst,Ued �.<nup-//oeelpnt rip.<nmivdarrantvfnrrdarranrytermr4.1
sec htt.- Ign g. -Moms,,fa,darrantyt,rm ^^-� 1 a (1 4mm1
'sohltlr//c I tit np.mm/waranty f,r„arrantyt„ , LI/ IPp^- �ult yap---pecshc.t-f,rd,ta L-,nvamntytcm-. Upgrade Kit
4D•
Accessories Luminaire Wei ht used fur replacementIf exstng Inlland,mdh a butt h.S,Lde of 5.75"(146mm1 (lu2min Accessories
Ordering Information g
Fully assembled luminaire is composed of twn components that must be ordered separately: XA XBPBRSV XAXBPSRWH
05Qm 19.31bs.[8.3kg1 XA-XBPBRBK XA-XBPSRBZ
Field-Installed Accessories ��•�..,i Example:Mount:05[S-ML-C-AA-BK+Luminaire:05[1M-C-4L-30K7-2M-UL-NM-BK Model Dim."A" Weight* Field-Installed LED Count(x101 Dim."A" Weight
16"Sguare Sparkle Bezel -1 Location Junction Box./Mounting Bracketl,rCd-rExtrusion • • N,I,.F 0SQL nSgxandaddili,n rnm rLD r,S, da,,,ing„np,g,.7 LandsTa..
P--lfuru,=,r,ith 11V u9_,d,EI MOuntEuminairemustbeorderedseparately]* peF01 lF KnDmm) 112.7 It,.[5.8kg1 Birtl Spikes Beauty Plate xA_cEI`CRRemote 02 99"[251mm) 2D lb,19.1 kg]
sPs-e2-, �.Ps-Leux-H2 Lumen Dim"A" Dim"B" Weight XA-BRDSPK 4VM-PLT12"-12"1305mm1 Squat, XA-SENSREIA
ePs-Lz-sP-BML21'[f,r,,.wild Zl,pti,nl -S,rblePoru,nh,landardarid nazard,us I—fil- Landsrap=P71 18"1457mm1 1,.316.s.[6.Okgl
16"sguaacut-affe 1 -41 114rn,]H,275"(71,rn,w rz5"(nn,ded,e taluminium w/ Package oSu- - - WM-P LT14"-14"356mm)Stu— -Fur,u,,e,fidImPSe tatiEn of the 04 119"(3D3mm) 22 Lhs_UO Okg)
cP5 62,D-U-u,.vi II 10V ,link) .,pod -Covers holes left by-incumbent programmable mutt level�pl�n a m nmum
c PS 82,o BML/21'If,r,, prinn) g1/z"1 andn k I2L/4L/8L I11.1"(2£2mm) 15.0"(332mm 1D.4lbs.[a.7kgl Medium/Larne Mounts Extra Larne Mounts Color SVSibrer B2 Bronze IPathwav(P31 I36"(914mm) I17.91bed1kg) vrall pa ks nf,nehand hxtri I..,regdred 06 13.9"[353mm) 251bs.111.3kg]
2,6_SqutrmdudutbaPkerplal,l LIM15522oFdily cep tad=nlerface� 13L 111"[282mm] 1il]"[38zmm 1d8lhs_(a_9kg) OSq-ML-CAA Adjustable Arm OSp XCAA Adjustable Arm Dptionz: BKBlack WE White Path,%U`4 42"(1068mm) 1861hs_[84kg) 08 15.9"[40I 27 It,U2-'kg]
LPs en\V -1zw z77., 2DL 132[ 5 ] 170[41 mil 12oLh [54kg1 DSD-ML-L DAD re LArm OSD-X-L-DA DIrELL Arm "Mu,t,pe.d,uur
Maybe usd h b,e,I.__ss,rics -R2,L r7,h,Synaps.,n,.ncns, n,,Ll, r,n „f I I"If n,dm Ong,-f 5,. 1',nanr,,,a-,-r,.. OSO-ML-CTM TTdn Mount Ordering Information P.deslnan[PS) 96"(2438mm) 284It,U29kg] 10 17.9"[455mm) 31 Ibs.(14.1 kg]
.W R rs,r Plate DF,p,,,h„t for d,uiL, 'Reference fixture mounting drill pattern,EPA,and pole co rid g,,Sh.n,u o bi lily data begs nni nu on page 1 G.
DP559 P�12-III IforPl,�wHh 12". pl.,) single B.<ker Plaez Example:PWY-EDG-2M-PO-02-E-UL-SV-050 =Add4.5u,.D OLglbi-347-LaoV 12 19.9"(5D5mml 32 Ibs.(14.5kg)
cos-RP-16-wH lint us a won lc'_an,pia,) Id, ,.n,vludab,auryul I Luminaire)Mount must he ordered separately]
- _- - - IZHar,,-,,,In11 : ,i )
nK1 lun,"I'Ld�e to pg _must_ai 9--u-d LP536P-Iblf,ru,c,,In l 6"c n,p) PWY-EDG 02 E
Ordering Information
- u I,pg„d,, -Feld-,u,Iamiz,ble la opgad.m„tv:i,Iing r.a,,.d-,,riles to min air e, LOlor Drive Example:SEC-EDG-2M-WM 06-E-UL-SV-700
-May b.ru_wile b-xvrl•6�-,suns -Nut sui labile fzr u,ewiln box Hlo upgrades Product Optic Mounting LED Count belt Series Voltage Options
-DC,dA,III,,ith hazel auass,ries y iz. ri Pum�n eel/ g unt Color ntrnl, n, Options Current
IIIIIIIIIIIIIIIIIIIIIIIII PWY-EDG 2M PO 02 E UL BK 350 F Fuse SEC-EDG WM E
aIIKI UL NM BK� able' ;xi 11,surge suppmzzion Type 11 13"133amm1 Universal Black 350mA mpalible,nly,.vith110V,177V,r347VIpha,e to neutraU
Mustspe_ifycolor:BK 61a_k,D2 Br,n„I,5V 15ilvzd,r\NH f.NFi'e g Medium a AID DaDK, 3M "S Univ,aal No M,unl Black -R,plac,ssland.rd lak!/Ska,urgepmle_Ii,n Medium landscape 12a-277V B2 -Not - suitfa_t,ry if fusing is required for 208\',240Vor480V lobos.to,bassi LED Color Drive
In Typ,.ll Mid T,p,[VMid,,/F IIr,- 1z5- 7v - a B2 .Utilizes ,,I,fumti,n ;M -Nut UH• Bronze vaiwhle -When ,de dictates Fusin - Product Optic Mounting Count Series Voltage Options
erg= LuAm 4 7 3B" Id,t,H.d UHF p=ufy C2.d ,,EM iS„h.tn,de - 111dim==with VIV,211.,347VIpha to _ g,use t time de lay fuse Options Curren[
Type Ill ,voluble v,uh Universal 5y with TRL Not ova Table ith TRL Ix101
X IL LOODK 1yp IIMd / B_kl gM1 li Id UnVersal SV 4' ,or lens n,ailed on aC ut all SI I\,ter Sly HE H7L IDua1C eu-I lnpuU M-dam TRL 347-SLAW SEC-EDG 2M WM o2 E UL IRK 35o DIM o1CV Dimming
Large U1 n, s 1 B klgh d ld M1 ILL 1, n aN t h WH a,l- i-r- l VI d aASIv ra n y q dfur zoa\,.LM SM P1 A,a I sidle
'it,
525mA A—T bI wth UL.I g and 525,4 dryer cuwent only
p,m -,bI t. nfandad f,rd,svn ght a 1p 1ns [ph,el pha, food , T V 18'(457mm1 P3 PL and Pe WN -Available Mustsp�c fy 525 Ads rent Type ll Medium W,11 Mount O4 UnversL Black 35DmA G,nLml by Lh s
3da90 eRl I k g„ -pI aSL vIM1 LLe -h'- ,tu fI Ah-n d d' f us tin dlav fus )Pe White 2M6 04 P
Ordering Information , s,K7 ex.eptaSL OL75L,r „pool,, y -U,tt Tamewm D,rx,pt,n_,r N Urlyahe and NeMA Lift s Ln<k7 Pn Pbm.aD Meaem landscape DtSwinry ALL PI R,tertu,LII sheet for detail, 12a-E77v Bz szs Refer-U er sn..tf dt 1,
g / Recept.a= 5S Not -Not ova Table P3,P4, 5 nail n,wded Typc ll Medium s/BLS oB UH Bronze 525mA Can t ext l p 'f HIdry-curt-nt
Wmen 4 available with with TRL and PS N t ver labile vdith TRL 25 Universal Sv -A,aiShEe hh 20-80 LEDs Nut oval bile\with PML opt on
Exam Le:CPS-73L-57K7-0E- DM-0M-WH-10V 11005 7ocRl T>ep,Ill Mild F Inppt_' snap,.n7 H\t,a,.,,,.,e om-n
Lurn
P polio,„ o9/Oa/o7/Id Adugd/O3/g2/g1 -7........ttDA,,perANS1�13615252o Typ-V TRL 12 grated sensorcon[rOU F Fuse
- Shutt aunt, TL Two-Sk,(175/525 w/idle Type ll Short 12 347-480\' Silrer 700
CPS 16Le Typ•lll F1'd,\/ A F I, UE'v,aal iu1 D9uDe D'/tab Ds,n4 Av.'Iabl,onty,ilM1 aSDM& LI P3 120\' only Ava Table vu th 12ur27vrtgesunly 2SB 34 WH 70 4 C,mpat bile,nly with 120V,277V,r 347V lobos.to
Mu,t,pecfy525 Ad -rent Typc ll Shur'v,/BLS 347V White -Available with 20-60 LEDs neutral)
p / ,n- , 1 9 pp - hma.mu 36"1914mm1 A Table only Consult factory(fusngs required for 20BV,24GV or
11"I
d LI 5 path,.Vay .nth TL options Referto TLsP sheetfordetails 3M 480\'(phase to phase)
Product Lumen CCT/CRI Optic Voltage Mounting Color. Controls)specify one] Options000� Ted, eA Tbl n H B 11,'ht AID Ly h -Rffer2�,p 15 bf p .rand LF,, J. d 1 ddmleads P4 Not Sv AbS th TRL Type 111 Medium
Package* Optons , P. 1h,,i,,,In D 75La u,m,n„u„ o R.qu zLL,hIIIu,fnq,apbyufner, 27 Refer to PML spec sheet for ova TabTiry\.vith PML
_ 42"1067mm TL2 Two Level(0/350 w/integrated sensorcon[rol] yMg
22L a SIL ntl DIL botocell.-Piade 277\' .still,
.. zL ..ilea DF UL DM BK toy I.7 tOkV/skAsurge suppression Protection 23050 4M n ,q, ,x_.pt_ p„k,g.,n ,pti,ns,rbyeps BTL7�H! R 7eu,2LMp ,p 2,ANSI c1 z641 path,.vay -Available only -Available vuith 12 ur 27 voltages only Typc III Medium vu/BLS -When code dictates fusing,use time delay'fuse
,xcpI HSL lumzn p.ckag:
Ell Lumzn, IIIA ❑ffu„ Un v,rsa1 Glr:t black 010\o g 1 ,b Rzplac,s sin ndard bkl/3ka,urg,p Lumen, Typ=IV FI'd ,,,,„a Inc-rid df d,ml'ghtapl ith m,ximum Pg Muslsp,,,[350mAd,re ,men) 4M
2 3 ry with TL,pti,n, Refer to TL spar sheet for details P Photocell
- Xe/X7/Xb/XS/X4/X3 %X It Cat 96"[2438mm1 TypeR Medium Musts - ULor34 voila
4L aS VR L,mb,rt,n 1z5 z77\ to Nat, antral, - , -,fan OIL pedestrian Ntava Table vrth TRL LMB pe fY 9e
L coo Lur-n doK7 LB UH 6-,nz- BLANK R f b Iby,D -sl ,u uuu La,k-aL output Fat I-ad, INC Pro be MULL Level
Lambert,, Unsersa urn /. p,,, b -n 21,pt,n Lumens s+zmleln< Mu,I,-l- X x7,Al,Al,14X2 R,qu ph II M1 g pby h TL3 T Level(o/525./ii-grated sensor control] Typ RM=dium,v/BLS gramme
347485\ D9Feld Adip.t.bte Output./1 OVDbi zh"socket,E,ltom of lam na re dDL :e far. p ) P „ntr,I
a o05 s sL pg Ay.TabLewthl2ur27v,Ltages,nly Dmi-to PML. csheet fordeta'Is
13Lawin^ 6 1 bLe WH 11d pZhaF II,iLud[hers 40,Oat Typ NE ' BMLarLL Mus[specfy525mAdrve a ent <ndedf '."'[I
Lght,ppLcatun,wthO°ILL
11 ors g 'tl sM 4a opt,n,1 Refer',TL.,,er.,heet fordetaik 3OK 3000K Color Temperature
2.L 50 Lum: 'CRI 20L lumFn IN- Id bl Ifi rnL m.nv u A T bl ly nUL l P q Ty,IM,I NE "I x,ft,n : RLED Dth-I-ft
tltIT.... p,rkag„ at, p n ralapI,ii, SOL�ta SN !is Ill-,ngl k /Tags R,f, RR/RL g _ondagam,npage27 WE Welded Base Plate MDnmum,ergd
,uu 'nNlud 011. L,nd,rd N,Iava'labl_.,In HE,pt,n 50,000 Te,I NEMA--a ,rngr. / NL1M1L/UH, Standardun P8muuntoptonava[ab[ewith P3and P4mount G,l,rtemperalure perluminaira
7n III N t SIL th th I , craw 3iS / /Lbs VUH 11 L .,LFymn,,Ln,pu�, In,wd.s welded base aver 4OK 4oOOKC.drTemperature
11K, dSL.d NEMA-6xb -X2opti,nnuta\zilab"'L/UL 4OK 4000K Color Temperature
- u,,,,,.,, n ,r run m, -Minimum 70 CRI
So11 ooK, k,gz/vulmq. -Mi ni m um 70.RI -G,wr� perature per lumina ire
Eni 65,og5 75 CLrn par LEUrndRR/l,a�m,'tedr,tM1_nyht
59K9 Lurn.n, NEMA'h5 -Lumen,uFputis p,rmar„ni1 -R,fert,RR/RLmnfiguation degam,n page 29 -Golur temperature per Luminaire 50K 5000K Color Temperature
5705K, �s DoS IR„kzdl]al y,3.ning,.Ied,e TRL Amber Turtle Friendly LED, -Minimum 90 CRI
!- 15-26 f,rpmv,rand -N,Lf,ru„wilM1symmcln_,pG� -Available,nlywilh P3,P4 and PS mounts,120-277 Volt,525mA drive enteric, -Gowr temperature per luminaire
LSL en, lum,n,a u,s and TL3 or WI,,tons TRL Amber Turtle Friendly LEDs
'Lori„n Pa_I.c -d„l,n:,.pl- r-a._IyI,ulF,,rt..-,a Iur-_ p l,,,L,a y,:,rid rL,r,,,T R.f L.L,I -,l� r_,l.,,-,I,_-Ir-:n v,z._ ,,sees Lumcnmu It pl cr from 57DOK,525mA:141 AvaiSI,S.ii 35dri
-" I L I I Power multi Plier from 525-A.0.75 -600nm dominant wavelength
9' , ,.m tc g put,ny put J by p p 6Donm d,m L .Length Aitdn,jutl,h SdUn (6 the„)ma be re df,r
'Lumen Packa,,md<sd,ntf IM1t,ut L AtuaLLumcn,ut leveLc varb T.nd,ticscL�ton.Ref,rt,Iri cal Dclvred Lumen table,fur,eel cLumen wlu:s Add oust shieklin lb thersl ma be re d for Florida Fish and Wildlife 9 Y� Y qure
mny 9 Y, y _qure Florida Fsh and WLdlfe C,nservat un Cummss un
°°Fat,dy 2n,WD ba�kLgl,lh ld,a-'n ,I,L L.L ,na p ands yno id rSn v.d in T,l'_Ld.Ed Hf Id'n,Rd�kI,hL eon,l pl...SA .he ExL 1Ra_kIg1 S1'Ld,'m T, _, y abl o In G...ervat,n G,mmsso, , Plhiance -,m plia rice
ul,es mg _ p-down Ir,,rmer.F,rnput pmner1,r347 L80 aert,theE,dr a Da tatable
= t CREE=
°` CREE= LIGHTING' fta°` �� `*- ®aIa` - CREE= LIGHTINGr D Ds CREE= LIGHTING �� Ds CREE= LIGHTING
U5:creeLightimi cum T[Baal 236-6800 US:creelibhtinamm(Boo]236-6800 US:creeliohtinacgm(Baal 236-6800 Us:creeLightino.cum(800)236-6800
Canada:cre.Lightim-canada.com T[80 01 473-122 4 Canada:cre&ightimEdanada.c.m(8 0 01 473-1234 Canada:cr,,Lightind-canada.cdm(Baal 473-1234 Canada:creelighting-canada.com(BOG)473-1234
CPY5OCT'LED Canopy Luminaire-Direct Mount OSQT"LED Area/Flood Luminaire featuring Patented NanoComfortT"Technology-Version C
Product Specifications Product Specifications Product Specifications
CONSTRUCTION&MATERIALS Electrical Data* CREE LIGHTING NANDCDMFORTTMTECHNOLOGY SYNAPSE'SIMPLYSNAP INTELLIGENT CONTROL THE EDGE"LED Pathway Luminaire THE EDGE"LED Security Wall Pack Luminaire
• 5Ln'Low prof le Lightenglnethat mountsto bottom of,anopy Lijinn m m ,nt IAI C Lght g' N...CumfurtT"Technuwgy Ends the' d ff-n uutd lighting by The SynSr,,SmptySNAP d1tf m,Shghly't'te,nnn.,ted Lighting s,wl',n featuring zonedmm'ng
p d g. p ,tar redurt ono d al,nmf,rt high ff d ncy 11 ,inat,n mot...En...and daylghth t g uh tltyg d , unlur ngand su ppurl Ito
p to 1000
• Light g-ne is constructed of rugged cast alum num wth ntegral heats nk ^_ svT/ore v , o a o D dIvered p rec rely h -t- ceded.Th base," ghl k fN uC f t T h,wgy nodes pergate\vay.Thesystem features'ref able and robustself healing mesh networkvutha br,vuser
spec f,auydsgned for LEE) a„mpa taxaa ray,f LED,Ea_n,f the l6 LED,nam,dw,,,n ,ntacl yrtn T,,,Nn Produet5 Specifications Produet5 Specifications
acrylic pdymer lens to capture and precisely direct light With Na T._t"` It It'logy, bas,d-Interf,c,th,t runs In,m,rtphun,,,tablets,and PC,.The T.Nist-Luck Lighting CudtrSiA,rHL7-HVG p p
• Large nifarm light panel features 0.157 molded horosili,,te glass tens w/ In ASthe acryric DIDA are cut and,cultedint,facets that relieve the glare and harshness while and Site G,ntr,Her(5545D-D021 take the DID 5aest,anewpert,rmance plateau,providing extreme Electrical Data' Electrical Data*
sldespI-AIe Ell 1 o o s N/a N/A imprn,uq\d,oal,ommrl-auy,hiPe Faouinq superb efficacy and...tr,L e -y p i, p-- CONSTRUCTION&MATERIALS CONSTRUCTION&MATERIALS
Lou? ne,gy pr,dD_t",„de,pm bans.andabettero tit ex=tied,..
• Optional bezel trim accessories provide optical glare Fontr.L and shielding for 24 ,IN, CREE TRUEWHITE-TECHNOLOGY Durable die-cast aluminum lum e housing mounts directly to 4'. Total Current(AI Slim,Low profile design LED System TotoL Current(A]
Synapse Wireless Control Accessories a in LED 5 st n 5 st m Count CCT V/atts
light trespass LDKv Arev.1,i ry way to g2erate high-quahrywhde light,Cree Tru,,Whuiar Te<h,A.gy i, [102mm]diameter pate linduded]withaut visible mounting IT far 9 e Y e Luminaire sides are rugged die cast aluminum,with integral, Ix101 tza-4s0V 120V 20aV 240V 277V 347V 4sOV
All aoKv 17 N/a o.14 a o.07 o.ob N/4 N/a 'patented appr,ahth ld)versa t ,nmbinat,n of 90+CRI beautfutlght Twist Lock Lighting-trotter Synapse Wireless Sensor clean appearance Count Watts Watts qq < q
DID, III Uptight - ch""t'',t',and Lfl g I.rcu t ,e 11,h,12 maintaining hgh Wmnou,Jf -,- TL7HVs NSNDPM [x9] 120-277V 347-480V 120V 203V 240V 277V 347V 4SUV weathertght LED dr'verrompartment and hgh performanr�aluminum
a Iru,n,compI wLIn. -sutabt,lDr l-'a-asOV IUL I and UHl I.ttaA" -klud,and tight,en,or • Pole mounts to rugged die cast aluminum internal flange secured by neatsnks Specifically designed Lot-LED applications 350mA
LamheNian 13% ALL,xaptn au s5 ss Da a I1n eels eels D.n -Regda NEMA/ANSI 0136417-Pinourmu, C,ntr,l m,lrPS 2.e three3/8 16x6 anchor hefts with 1/4 haak(provdedl
CGNSTRUCTION&MATERIALS • Housing-s rugged aluminum 30K/a0K/50K/57K 25 0.,1 Celt a.11 a.10 a.oa D.o7
eL Re epta K Refer to WSN DPM,pe sheet f,r details Nate:T45 Tnrx 3/8'socket re - d for head installation lilac an 350mA
Wa Wa WA . Sh I p f l i g IDS1✓nd load aqu?emmts required 02
Lambcrtian.N/Sparkle Bezel 03'/ -Nutt - -th DML D pt ns Sltnpl-D02 On Ste Con[roUer Furnished Everth St ndard and m we ghtiring mount gangng J-=_s-gned,or TRL 19 0.16 0.09 0.08 0.07 0.05 0.04
xr,prel a Ds LDmna-a h,D,nq,togged de oast awm-dam win an ntegral -Pr -d Fri ,u hi".
q d- A.po,wr ss45D-ooz Top mounted LEDs for Superior,ph,al performance and tight contra[ installation over standard and mud ring l J Boxes
Lambertian w/Cutoff Beset O.a'/ 13L Z1 ALL 76 N/A 5.66 N/4 N/a veathert ghl LED drver,nmpa rtment and h gh perform heat sink rd-rng,dig-tat sensor input,and status Vert,n'LTE-enabted 02 z2 28 0.1a 0.12 0.10 0.10 D.09 D.13 g5 single
• ALA ID optic v.,/ctear tempered glass lens ring, gle poi aliens 0 en desi slue thermal-aria e ent far su e for lumen 30K/40K/5OK/57K 46 0.36 0.23 0.21 0.20 0.15 0.1E ,
f wmin.irc -De,i d far ind„r. l_ p gn,pas g m p r Luminaire can also be duct mounted to a wall and surface wired Da
Diffuse Lambinul 1.8'/ L -Refe,zIn TL7-HVG,ec,heet fur details -Refer t,SS450-oats e-,heel fin details maintenance
m au 1n 1n Jos bz 54 47 oaa on . Somever,,n,ar or.,ded,.vim fwt,-it L.rd,but not fatty,n,utatedv.vilh LED, p p- 525mA • 5ecU1-es to wall with four 3/16"I5mm)set ews thyothers) TRL 35 039 0.17 0.15 Celt 0.10 0.07
Z1 e* ALL 127 N/a 1.DH O.L2 0.54 0.47 Sim L SNAP Central Baze Station Bobbing Maria eme[5 zlem(BM51 Ga[ewa
Diffuse Lamh2n,.n vy/sparkle Bezel a4=G o Atls to scale back win,^pa,k.gc PY 9 9 " Y y • Exclusive Colorfast DettaGuard-finish features an E-Coat epoxy prim
sit:l77'U ArIat 1t,g.may differ hy411 ,r„p,atingb,n,.�.,n III-z77V,i 147-411i 15^/^. • Cunv,nicnt nt,rlockin mountin method un I,-.rim.M,untin Odateri,ru cd die CBSSW-450-002 BMS-GVJ-OOz with an uLtradurahte owderta coat providingexcellent resistance to-r 02 34 41] 0.29 0.11 0.17 0.15 1.1z 1.13 • Condui t entryfrom to p,bottom,sides,and rear 3OK/40K/50K/57K 66 0.52 0.31 0.28 0.26 0.20 0.15
Diffuse Lamberlian,.v/cutoff Bezel 0.0'/ cast aluminum and mounts to 3"175mm1 Sr tar d le,s.<uredb two delude.,or ice Cnnlmller(55450-0021 and -Required for BACnetintegrati,n p p I6
ger,quare nr r... p° v 15-button,wimh -R<f<rm Bfns-cW'-aa2,pa„heat for detail, ,ultraviolet degradation and abrasion.Black,bronze,silverand • A[[awsmounti rig foruplight or downlight TRL s0 O.a1 aE4 a21 U11 0.14 DAL
CPY500T"Seri es Ambient Adjusted Lumen Maintenance' S/t6-1aUNCboL„pacedon2[51mm1_enter,.Refer I.Page 14 for fixture mgundnq orro6ian ,at II-c17rR.1,I,L„II p maydifferhy,/-1D^r,.,m,nnprr,enyh.....125-z77V
1 -Inducer and Dutduar,ated Ould...Anlennaz white are avaitahte
drill pattern, ,r34/-LaOv+/-1o°'. • Designed and approved for easy through-wiring SDK/4DK/SDK/57K 90 0.75 044 038 034 0.26 0.20
• An led extruded aluminum driver housin to fit under existin tructures -Refer to CBS�JJ-450-o0z spec sheet for details IOPII NT42or increased range,SdB gain)
9 9 9 s Adi„table arm m,Dnt adapter,are rugged he oast awminum Weight:See Dimension and Weight Chart on pages 1 and 4 Da
ESK nr SOK nr 75F nr 100K nr, KIT ANT4ZOSM nr[udes leaf/debris guard
• Light engine and driver ca n be nstSUed independently in 93-degree Luni na ve Initial • ISO-ML-C-AAm,unts tua hurizudtal,rVertca[2(51 m m11P,2.375"k0mm)D.D tonun Kit antenna 20 cable an d bracket TRL 68 0.57 0.33 0.28 0.25 0.20 0.14
Reported' Reported' Estimated' Estimated' Ezctus've Colorfast Delta Gua rid°f dish features an E-Coat e
Tight
for fl.xibHity in ln,ta Hation Mountng surta,e LMF and can be adjusted lace'-n zs"ncr.ment, K1r-ANT36o ELECTRICAL SYSTEM oozy primer
LMF LMF LMF LMF pSD-X-C-AA mounts tea horizontalsrverti,at2"151mmIIP,2375-250"160-66mm1 D.U. -Kit in_Iude,antenna,3D'cable and bracket with an ultradurable powder topcoat,providing excellent resist a n Ae to 30K/40K/50K/57K 110 0.92 Lest 0.47 U41 03z 0.24
• Ade[ertronics are access idle from below canopyL • Input Voltage:120-277Vor347-480V,50/6OHz,El ass 1 drivers �THEEDGE-Series Ambient Adjusted Lumen Maintenance' 10
2L-13L Plyv.,,nd/ st,,DtcnEn.ndc de.dlust,d 120',,5.0-in_rcmcnts.NDTE:Tenon length must he a KIT-ANT600 orrosion,uttroviolet degradation and abrasion.Black,hr,rSe,,i lverond TRL 83 0.6' 040 035 0If 0.24 0.17
• 2'TC-ER rated 600V,19/5 cable exits luminaire 5-C 1.02 I a.99 I a.96 I a.94 10.92 m of 3.75"195mddk.pdtenon must besteeL -Kit r,Judes antenna,50'cable and bracket • Power Factor:,0.9 at full Load at 120V white are available
zL-'It Metal -Refer t,D,ri.ntenn.sots sheet for 25K hr 50K hr 75K IT JOCK hr
• nF[udes Heyco M3231 fitting and[oFkn ut to Fanne Ft to e[e FtriFa[supply 141'FI Trunn^,n mount is ent,Tr Eun n As00 and,1 ,feel and is adjus fable from 0-1 SD"id Total Harmonic Distortion:<20°/at full LL toad at 120V Initial 30K/4DK/SOK/57K 130 1.10 0.63 0.55 0.45 03S 0.25
SOL Plywood^ I1.02 I0.98 I0.94 I0.91 I0.37 15"degree'mcremen6.Trunnion mount secures t,surla_e with l 113/L"bolt orl211/2" details Ambient CCT LMF Reported' Reported' Estimated' Estimated'' • Weight:See Dimension,and Weight Chart on page 1 12
• nFludes wire I.
run hangerand quiFkFon nets between light engine and driver ,r3/8"bolt, IntegrallGkVsurgjv uLUr...ion prate rt ion standard LEE LMF LMF LMF TRL 99 O.a2 0.48 0.a1 0.36 0.2a 0.21
I'm,
fur ease of installation 2L-13L Plyv.,,nd/ t D2 D.9s 0.96 D.93 n.91 • Luminaia,,,,wde 15"(3a1 mm1 ta/5 card exit,,,the luminaire ELECTRICAL SYSTEM
• C,rra,i,n re,i,tant and ca ti,e screw, cu 2L-2aL"etas When code dirtates fusing,a slow blow fuse or type C/D breaker should 525mA
P Isa'M Designed in
uptight and dawnlight appH<ad,n,.uptight anEntadun nat,Ditable far use be used to address inrush current 41K/57K 1.04 1.01 D.99 0
.9e 0
.96 Input Voltage:120-277V or 347-480V,SD/60H2,CLa„)driver,
I ,.vilh N,r R npti,I, I Electrical Data'
• EXF[L,IVe Colorfast DettaGuard°fINish features an E-Coat epOXy prlmer'.NIIh 20L Plyvd,nd' 1.02 0.97 0.94 0.90 n.87 5"C[41"F • Power Faet.r:x 0.9 at full Load I 32 I 1DK/4dK/5OK/57K 137 10.30 10.19 10.17 10.16 10.12 10.10
n uNra-d urah[e po.Nder topcoat,providing excellent resistance to corrosion, zL-13L PI u,nd/ EA,tusive e,t,rfast DettaGuard^finish 1-h�re,an E-G.eL epoxy prim.r,.vbh an Lumen System Utility Total current IA) REGULATORY&VOLUNTARY QUALIFICATIONS TRL 1.D6 t.ob 1.06 1.D6 1.06
u[travio[et deg radatian and abrasion.Black,hron2e,silver and white are Yv 1.01 0.95 0.95 0.93 n.91 ultra-durable ponder topcoat,providing,xceH,nt resistance to corrosion,ultraviolet \Volts Label Total Harmonic Distortion:c 20%at full load 104 130K/40K/50K/57K 170 10.5a 1034 10.a1 10.2E 10.21 0.16
15-C I2L-20L Metal de Ira F.D.n and abrasion.SiI—bronze,black,a rid white are available Package 120-4SOV 4\'alto 120\' 208\' 240\' 277V 347V 480V • FULus Listed
avai[ab[e [59°FI
9e
• Integral weathertl htJ-Boz with Leads wire nuts for easy power hook
• Weight:Light Engine-6.6 Lb,.13.Okgl;2L/4L/8L D river Com partment I20L Py11.nd^ I1.01 10.97 10.93 10.90 I0.36 4L" 26 30 0.21 0.12 0.11 0.ON N/A N/A • Su ita Into for wet L.,ctiIns E4'"7Kfi'l
1.00 0.98 0.97 0.95 9 9 ( ) YOb 30K/LOK/SOK/57K 101 0.84 OL9 OL3 03S 3.E lbs.11.7k]�13L Driver Com artment-4.2 Lbs. 1.9k]�20L Driver
Wei tit1a'C(sa'F Lp
9' p g' zL13LPIw.,od/ g 6L 37 LD 0.31 0.1a eels Celt o.n D.aa Meets lP66 regdirement,per IEC 6D598-1 when ordered without TL - Into 11DkV wr tectiion standard Da 3aWaDK/sDW57K 133 t13 a66 asa as1 a39 azaCompartment-5.4 Lhs.2.4kg z0"C 1.01 0.97 0.95 0.92 n.90 MountHousin Site oL 55 60 046 0.27 0.23 0.20 0.16 0.12 options 1.04 104 104 1.04 gra ge suppression pro
zL-2aLMetal When code dictates Losing, type
ELECTRICAL SYSTEM 16a°M h1edium Lare Extra Large 11L 6a 70 0.57 D.33 a.za a.zs a.Is 0.1a asLow blow fuse or tr C/D breaker should 700mA
20L Plywood" 11.01 10.96 10.93 10.59 10.36 Direct And, 19.7 Inc.18.9k 28.81bs.113.1k 45. I.(208k] • ANSI C136.21 OkV,urge protection,tested in....rdance with IEEE/ANSI 4DK/57K 1.02 0.99 0.97 0.96 0.94 he used to address inrush current
• Input Voltage:120-277V err 347-480V,SU/60H2 g g g 16L 97 11nD I0.a1 I0.47 I0.40 I0.35 10.2E 0.20 C62.41.2 02 SDK/41K/50K/57K 50 041 025 022 020 0.15 0.12
2L-13L Plyv.,,nd/ Ndjustable Arm 19.31bs.S.Skg 2841bs.112.9kg 48.61bs.122.Okg] 15'C 159'FI Maxi um lays ource Current:20 LED[350m A):l OmA;
• Power Factor:a 0.9 at full Load 25"G 2L-20L Metal 11.00 10.97 10.94 10.92 I D.90 Trunnion 23.21bs.I10 Sk 32.31bs.114" N/A 22L 131 130 1.09 0.63 0.55 0.47 0.38 027 Luminaire and finish endurance tested to withstand 5,000 hours of TRL 1.D3 1.03 1.03 1.D3 1.03 20LE❑(525&700 mA]and 40-120 LED 0.15mA
• Total Harmonic Distortion:-20%at full toad - g - , 04 SDK/4DK/SDK/57K 93 0.78 0.46 0.40 0.36 O.z7 0.20
177°M 3DL 175 13D 1.a6 0.a4 0.73 0.63 o.,D D 4 elevated ambient salt fag conditions as defined in ASTM Standard B 117
• t. l,kV/3kA,ur,urge - tedi,n standard;10kV/5kAo f,-[ zaL Plywood^ t.00 10.96 10.92 10.59 10.35 4DL 236 24D 1.96 1.13 o.9a o35 o6a o49 REGULATORY&VOLUNTARY QUALIFICATIONS 06 3OK/40K/50K/57K 134 1.1a 0.45 0.57 0.50 at9 0.29
n gra g ppressi,n pro p For BML sensor add 0.l lbs.145gl,and for NEMA re_eptacle,add Otitis.1136g1. Meets Buy American requirements within AREA 4DK/57K 1.01 0.95 0.96 0.95 0.93
• When code iirtates fusing,a slaw li fuse or type C/D breaker should he 2L-13L PIyw,nd/ 50L 297 N/A 2.1S 1.a3 13a 1.07 I.86 D.62 • ROHS cam hart.Consult facto far additional details 20 TI sl'F • FULL,Listed
D.99 0.96 0.94 a.91 n39 ELECTRICALSYSTEM P factory •Elect.al data Izs-z[77-FI.a_lu 1. g may dilr,r bv+l 1o°6.,n,nnp,atng b,I,,,,n 125 n7v,r a47-4eo4
used to address'inrush current 3DC 2L-20L Metal 65L 384 N/A 3.20 1.1, 1.60 1.39 Jell 0.50 /15^/
1S6'FI 75L 447 N/A 3.73 2.15 1.86 161 129 a93 -LA RESIDENTS WARNING Canraand Repr,durtw Harm- TIT 1a1 1.a1 1a1 1a1 1.a1 Suitable farwet[D'tans
Input Voltage 120-277V 277-480\',r 347-4SDV,50/60Hz,CIO„1 drivers
CONTROLS zaL Plyvaood^ D.99 a.93 a.a7 a.a1 n.76 65,aarning,., 7 - Meets FCC Part 15 Suh t B,Class A limits for conducted and radiated
• Power Faclor�,Oaat full wad esL 52a N/A 4.34 2.sa 2.17 1.58 1.50 0.93 Par
• C,ntinu.u,dimming t,13%with 3-13V DC cunt,,[prut,c,[ 14DK/57K I 1 OD 10.17 I I.At I 0 94 0.92 misslans
2L-SOL Plyv.,,nd/ 0.99 I.15 I.IS I.11 D.SB Total Harmonic Distortion: 20°/at full wad 'El,_trical data a125"C(77"FI.Actualv,attag,mavdiff,rhy+/-1a°5,.,M1cn op,ating b,t,.,c,n 125-277V,277-48aV or
• 10V Source Current:2L-EL:0.15mA;13L:1mA;20L:0.15mA 3`-c zL-2aL Metal 7 4"V+/-1D°i^ 25'0 177'1I En,Losu re rated IP66 er IEC 60529 when ordered without P or PML THE EDGE-Series Ambient Ad' t d Lumen Maintenance'
Use.IL If,[ fro is,it h n e u t ra l co n n ecti D n o r co It rn Ls i n to n de d fD r u le ISS'rl y Integral)S puSki surge suppression prutecti,n Standard,20kV/1 okA surge suppression '4 p ]use
• Y 9 9Ton - 20L Pl vd,nd' 0.99 O.aS 0.79 0.71 debt pmte_�ion optional "Awilahlc,vilh ULv,kag,only. )TRL 1.D0 1.00 1.00 1.D0 1.00 Options
with LED fixtures 11KRep rt
v�'h.n„de di_tates fu,ing,a,low blowfu,.,rrype c/D br.ak.r,n,uld be used to ANSI C135.21UkV sur rt lion,tested in accordance with IEEE/ANSI 25K hr 50K hr JOCK hr
zL-13L PIyy.,od/ address mrushcurr,nt DSO-L Series Ambient Adjusted Lumen Maintenance' - atzscl77-Flaa•al•wait.rlESTM-zlbas,[LA IESLM-a5 ap,rtdaramrm,LED qep oec IniOa[ Report
• Refe1-.rice LED Dimmino spec sheetfoil-addltlona[dimming information au"c D.9a a.95 a.9z a.9a D.aa ] - err,ILaTrl ha.,.b,-nappu,a to au wm,d C62.41.2 Ambient CCT Reported' Reported P°Y� Estimated'
I2L-20L Metal o d,yith0loVd'mmin 6'It'=s.Dmsto l0°A.Controls6 her, -s -n,tmplr,t r-fat FM Estimated'
REGULATORY&VOLUNTARY QUALIFICATIONS lD4"rl g q`.p. y°` ,f_ P1 f, n T uric inns Reference o,�,m,nt for numnnraveagengnttme ambient LMF LMF LMF
SOL Ply­AU 10.95 10.51 10.68 10.57 10.47 • 0 10\'dimming per AN51 C137.1 2011 P V.It,r9 V,lt per,„,.L I==I/,ptAo 2I= dl 25K hr SOK hr Red hr JOCK he at LLmina re and finish endurance tested la w thsland S,000 halts of LMF
• FULL,Listed Refcrtn❑'im =sheetfordet.'il, Ambient Initial Reported' Reported' Reported' Reported' -In a__,rdan ,iLh IESTD 21,R,E,rDdvaw,s„p,es,nln p,laled,aLu.a,d,n'm,duar,n,Ina err. elevated ambient salt fag conditions as defined in ASTM Standard B I I/
• Suitable for\n.et locations.C...red-Ling - donL hen not used with 2L-13L PI d/ ^' LMF Ef the I,d duratiln in thd,ltl rep[rtfudrth,1LEU[h do a 3OK/4DK/50K/57K I1.04 I1.03 I1.03 I1.0, 1.0,
N'da° nq sp LMF LIMIT LMF LAW
g requ re yw 4E"C 0.98 0.93 0.89 0.86 n.S2 . Maxmum 1OV Source Current 1.8mA ,Lino_v _a ua_ _n im_ .z a_x,_ .,x_z era on,f to-LED. • DLC quaffed with select SKUs Refer to 5'C(41'FI
FULus Listed,wet I.SAton ton box or CPSJBOX a,� yr 2L-20L Metal https://w,wdesgnlghtsorq/search/for mostcurrent'nfermation
judo y TRL 106 1.06 1.06 1.06' 1.06
"1t'Fl Opera'rig Temperature Range 40"C-+LO"CI-40"F-+104"FI 5"C 141"FI 1.02 099 0.93 0.88 083
• Both driver compartment and light engl ire enclosures meet IP66 requirements I SOL Plyva,nd^ WA • Meets Buy American req ui re merits within ARRA 3DWa0K/sOK/57K 1.a3 taz taz tar teas
per EC 63529.The installed system meets IP65 requirements per IEC 60529 10"C I50"FI 1.02 a9S 0.93 0.a7 ull
zL-13L Plyy.,od/ REGULATORY&VOLUNTARY QUALIFICATIONS cA RESIDENT,WARNING:ran_er and Repr,dudiw Harm- 10`CI50`M
•-w,nw.,65wa m i nqs.ca.goy TRL 104 1.04 1.04 1.04' 1.04
0.97 0.90 0.84 0.78 n.73 "it.Listed fUL15981 15"C f59"F 1.01 D.98 0.92 0.87 0.a2 3oK/4DK/50W57K 1.02 1.01 1.01 1.01I 1.01
' ANSI C136.2 6kV/3kA[standard]and 1UkV/SkA IaptionaU surge pmtedian, sD"c zL-zDL Metal
tested in accordance'.Kith IEEE/ANSI C62.41.2 l,_TFI . suit.b A,l,,,,,1,I.tine, 20"C 168"FI 1.01 a.97 0.92 0.86 0.81
• M..ts FCC Part 15,Subpart B,Class A limits for conducted and radiated 120L Plywood" N/A
M��ts NEMA C82.77 standards 25"C 177"FI 1.00 0..7 0.91 086 081 15"C(59",
.miss ens '20L mondial dire lty In pty,v„d,suitable lhr,ugh 40'C only. . Drivers and LEDs a KIT cart f=d n. ord.ni:2,h UL8750 TRL 1.03 1.03 1.03 1.03' 1.08
• Lum'daire add finish endurance tested to wthstand 5,000 hours of elevated 'Cum-d ma m-^,n-„a1a s I77 FI L 1 d H TM 21 der,-den 1ES LN aS r-p,n d,ta l,rth-LED
Sphii SSr Edo u A t uns a,defined in ASTM Standard B 117 'La I 5 177 FI I v d Its TM 21 ba,.d on lE LM -d la, I-LED • Meets requ'rementc of lP66 Per EC A529\vhen ordered,n thous N or R options pa_kag d l g.L d ,mp,alur,lactu'1nt IT M1 b ppl d,a0lum,n
gc pack, di P r u, aIn1 n1 temp,aturefal,rs 1LAT1 a b A, droalu b . Certfed to AN 51 U136.31-2018.3G bridge and o r,p vbratdn standards "t. PI,a„r,f,rtut p g g m„-boric 3oK/40K/50K/57K 1.01 0.99 0.99 0.99' 0.99
• Assembled In the USA by Cree Lighting from US and Imparted parts aeon,. ra p ,a a, g main n ondt he Tem.ataazan er aaub,,.a aal,r�m,tar. 20"1 16e"FI
and t,v ANSI 013621 OkV/5kAEtandardl and 20k\/lOkA l,pt',naLl,u rge suppress on Arnecton R.parled\au:,r.p,:,entnlerpa TRL 101 101 101 101' 101
• Ni uy Ameri can requ _merits within ARRA In p Ied\au„b,,,d an t me di,at ,chaterr p ex tested-n a-ri _e ALL IEEE/ANSI C6241.2 Io6 M1 dduEali,Mn In- LFII p )for Lh.LED.
IM1na dd 'nEIM1 IE L11 ­­1of h LED. • Meet,FCC Part 155 b t R,Class A hrru,fur c,nduted and tad td - p 30K/4DK/50K/57K 100 0.98 0.98 0.98z 0.9E
• R HS mp[Ant Consult fartory for add'tana[details E,t ,r P Accessories
'Tr= 25"C 77"FI
Incd f h d tested to l thstand 5 000 hour,of elruated amb Ent,.It
• CL DIM,- -Dn 2 Hazardous LDcaton rated wEeC ordered w in HZ'plod TRL 1 OD 1.00 1.00 1 OD' 1 aD
' R t d f Groups ABC&D.Bears a T4A 120°C]temperature doss f cation . f e' s a refined ASTM Standard 6 117 Field Insta Ued
n th na40°C ambient operating Temperature Range L -eel,lKa7 regdr.ment,per lEc 6a06&z Lum-n mam-d Its a,t-d p- ES TM 21 ba,-d,n ES Ln aS r-pnta ESD-M-G-BLSFgh[Shield Short[ng Cap ,n,. tar-.a ,ter l,rth=LEU
• Dar):Sky Friendpt I D A Approved,hen ILL red with 30K8 CCT and cut-off Direct Direct Mount Class 1,Division2Hazardous Ln-Stied Assembled in the USA by ere.Lghtrig from Us andimponed parts DSO-M---BLSFLSrgel mil pa,kag,and,_iuuswmP_,e,ting.wminaireambi,mt,mp,at,a fa tLn't I navJ,_9 pd,d 1,aiI,hrm„m Lent
XA-XSLSHRT
bezel Please refer[,http,.//www darksky.org/oar work/lghtinq/Lightinq-for- Lumen Mount to to Sheet Meets Roy Amer,an requ-remel fth nARRA OSOL BLSF(Large) E the T,mp,mtur,tun, ,tens.Durum
-ndustry/f,a/fsa product,/for most current nf,rmat,n Pa kage Ply,
.Naod Metal Direct Mount to PL]nnaod Direct Mou nt to Sheet Metal R H m)ant Consult fa,tn 1 ddt ld calls DSGXC BLSF(E t L.U21 Ih Es n,th,t,r,p n TM, R,DSt.d„',p,,pr.,.nt nt.pw,t.d,a a.,b,,,a ant-.as
-Nan m tatea,pca, b n ,ca data n n-1ES LM aS r-p,rl riot n-LEo.
• DLCPrPm uED qua[tedwhPn ordered wth sL l 3 L a n d 20 L wth ULvI[to q I. -A`C to -LO"C to D kSkyF ndLy,IDA App d h d d.Th Oh GGT ddre,tartnmtunl -Pr d 1 tgheght d uesarecacuated a rid r, duraf,nsthal,x.,,d the 1,SPIduaf,n,fthe LED.
Pease refer to https//gp[des gnlghts org/so[d state Hght ng for most 2L-13L Ly_Pl f h //d k k_ h ih d/d k k+ o Lad/,rind,s ba kl tit t E prss,nrfm,
current'nf,rmat Dn +sD"C +50"C -4n"G t,+40`G e,/N1/ arch/kevvr,N ee for most cu ent-nf,rmaton -18ga.9 I� sry ,nw/black Iu,h
-40`C[D -60"C t, pLG and ULG Prsmium qualified SKUs availabL/.Ex_epti,ns appLywhen sL 2D,36,4D Bird Spikes
•-CA RESIDENTS WARNING:Cancer a rid Reprodudive Harm- 20L +40"C +50"C &AD its are,elected.Please refer t,htlps.//gpLdesignlights.,rg/solid-state-lighting DSO-M-C-BRDSPK[Medium)
N.p65w q q fur m„t current f t DSD L C BRUSPIi ILargel
WARN) is ULra trurnd It 0"G butw LL,perate th b t Isted above. • ULC Luna quaff d+ih d d.ur,d t r m mount and 30K7 CCT_Please refer to D5DXCBRD5PIi)Extra Largel
WARNING E'Ieeding max mum,testng temperature may result in thermal f,ldba k htt"//"t des g nlghF,hEE,,ld stet LhLhtnq Kr most cu rre nt nforr- -Includes bird sp ke,)three rows for M/L.four roes for Xl and
CA RE5IDENT5WARNING:Gancerand Reproductive Harm- screen,to attach to huu,i rig
US:cree[iohtin-com T[Baal236-6800 m°_p65warnlng g US:creelighting.mm(80 01 23 6-6 800 US:creeLighti-dim[Baal 236-6800
Canada:cr,,Lidhtina-canada.,,m T(Baal473-1234 CREE LIGHTING' Canada:ere Lighting-carada.epm(80 01 473-1234 CREE LIGHTING' Canada:creeGghting-canada.cum 1800]473-1234 CREE LIGHTING'
US:creeLighti-dim[Baal 236-6800
Canada:cre.Lighting-canada.cum 18001 473-12 34 CREE LIGHTING'
ANY SITE PLAN(S),FLOOR PLAN(S),RENDERING(S),LIGHTING LAYOUT(S)AND PHOTOMETRIC PLAN(S)INCLUDING BUT NOT LIMITED TO ANY PROJECT(S)CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC.,ARE ONLY INTENDED PROJECT NAME:
FOR ILLUSTRATION AND QUOTING PURPOSES ONLY.RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS,SCANNERS,AND CAMERAS BUT ACTUAL PROJECT CONDITIONS,DIMENSIONS,AND ACCURACY OF S H E E TZ
I / REDLEONARD MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS.RED LEONARD ASSOCIATES INC.ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS.THIS INCLUDES BUT IS NOT LIMITED TO THE
I USE OF,INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S),SURROUNDING AREA FOR PRODUCT(S)SUCH AS EXISTING POLE(S),ANCHOR BOLT(S),BASE(S),ARCHITECTURAL AND SIGNAGE STRUCTURE(S),LANDSCAPING
,\ ASS 0 C I A T E S PLAN(S),LIGHTING PLAN(S),FIXTURE SELECTION(S)AND PLACEMENT,MATERIAL(S),COLOR ACCURACY,TEXTURE(S),AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED.FURTHERMORE,RED LEONARD ASSOCIATES
INC.,DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE,DURING,OR AT THE CONCLUSION OF THE PUBLISHED WORK.THE CUSTOMER,ITS RELATIVE AFFILIATES,AS WELL AS ANY OTHER F L E T C H E R, NC 4 _ M_
PERSON(S)IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES,PERMITS,RESTRICTIONS,INSTRUCTIONS,PURCHASES,AND INSTALLATIONS OF OBJECTS VIEWED DRAWING NUMBER: I
1340 Kemper Meadow Dr, Forest Park,OH 45240 WITHIN THIS DOCUMENT(S)OR PROJECT(S).SYMBOLS ARE NOT DRAWN TO SCALE.SIZE IS FOR CLARITY PURPOSES ONLY.SIZES AND DIMENSIONS ARE APPROXIMATE,ACTUAL MEASUREMENTS MAY VARY.DRAWINGS ARE NOT
INTENDED FOR ENGINEERING OR CONSTRUCTION USE.THIS DOCUMENT,ANY RED LEONARD DRAWING(S),OR PROJECT(S)IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES,BUT FOR R L-9494-S 1 -R2
513-574-9500 redleonard.com ILLUSTRATIVE PURPOSES ONLY.ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J.LEONARD IS STRICTLY PROHIBITED.
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FOR ILLUSTRATION AND QUOTING PURPOSES ONLY.RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS,SCANNERS,AND CAMERAS BUT ACTUAL PROJECT CONDITIONS,DIMENSIONS,AND ACCURACY OF S H E E TZ
I / REDLEONARO MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS.RED LEONARD ASSOCIATES INC.ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS.THIS INCLUDES BUT IS NOT LIMITED TO THE
I USE OF,INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S),SURROUNDING AREA FOR PRODUCT(S)SUCH AS EXISTING POLE(S),ANCHOR BOLT(S),BASE(S),ARCHITECTURAL AND SIGNAGE STRUCTURE(S),LANDSCAPING
\\ ASS 0 C I A T E S PLAN(S),LIGHTING PLAN(S),FIXTURE SELECTION(S)AND PLACEMENT,MATERIAL(S),COLOR ACCURACY,TEXTURE(S),AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED.FURTHERMORE,RED LEONARD ASSOCIATES INC.,DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE,DURING,OR AT THE CONCLUSION OF THE PUBLISHED WORK.THE CUSTOMER,ITS RELATIVE AFFILIATES,AS WELL AS ANY OTHER F L E T C H E R, 'w`I 1 Y C
PERSON(S)IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES,PERMITS,RESTRICTIONS,INSTRUCTIONS,PURCHASES,AND INSTALLATIONS OF OBJECTS VIEWED DRAWING NUMBER:
1340 Kemper Meadow Dr, Forest Park,OH 45240 WITHIN THIS DOCUMENT(S)OR PROJECT(S).SYMBOLS ARE NOT DRAWN TO SCALE.SIZE IS FOR CLARITY PURPOSES ONLY.SIZES AND DIMENSIONS ARE APPROXIMATE,ACTUAL MEASUREMENTS MAY VARY.DRAWINGS ARE NOT
INTENDED FOR ENGINEERING OR CONSTRUCTION USE.THIS DOCUMENT,ANY RED LEONARD DRAWING(S),OR PROJECT(S)IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES,BUT FOR R L-9494-S 1 -R2
513-574-9500 redleonard.com ILLUSTRATIVE PURPOSES ONLY.ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J.LEONARD IS STRICTLY PROHIBITED.

ISOFOOTCANDLE CURVES
Statistics FIXTURE: LED150W SHOEBOX ASSY# LRX-SBX-LED-150-BLK-III-MULTIV-=P
MOUNTING HEIGHT. 25 Fr POLE ASSY# LPOLE-AB-STL-25Fr-BLK-SQ--P (BLACK)
LIGHT SOURCE: LED'S, 4000K, 70 CRI BRACKET ASSY# LBKT-SIDE-121N-BLK-UNV-STL-=P (BLACK)
LUMENS - 19006
Description Symbol Avg Max Min Max/Min Avg/Min PATTERN: TYPE III B2-UO-G3 (zero light at or above 90 degrees)
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LED LUMEN DEPRECIATION AND
LUMINParkin 1 .4 fc 3.3 fc 0.5 fc 6.6:1 2.8:1 DIVIDE T E DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES.
DIVIDE THE READINGS BELOW BY .85.
120
Schedule
Symbol Label QTY Description Number Lamp LLF
Lams output 80
A 18 LED 150w Shoebox - Type III - 4000K 48 396 0.85
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LIGHTING DESIGN TOLERANCE PROPRIETARY & CONFIDENTIAL ASHEVILLE AIRPORT SHUTTLE PARKING EXPANSION
The calculated footcandle light levels in this lighting design This document together with the concepts and designs presented herein, Asheville, NC
are predicted values and are based on specific information UKE presented as an instrument of service, is the sole property of Duke
that has been supplied to Duke Energy. Any inaccuracies in Energy, and is intended only for the specific purpose and prospective SITE LIGHTING ARRANGEMENT
the supplied information, differences in luminaire installation, client as stated in the title block of this drawing. Any use, copying, Designed b DUKE ENERGY PROGRESS LIGHTING SOLUTIONS
lighted area geometry including elevation differences, reflective reproduction or disclosure of the drawing, design or any information y
DISTANCE CALIBRATION (INCHES)
properties of surrounding surfaces, obstructions (foliage orENE contained herein by the prospective customer or other entities, including N. Johnson 1 = 50'
otherwise) in the lighted area, or lighting from sources other ® without limitation, architects, engineers, or equipment manufacturers is Reviewed by Scale
D 0.5 110 210 3.0 4.0 than listed in this design may produce different results from hereby expressly prohibited and shall not be permitted absent prior Date 07/03/2024 Size Drawing size "D"
the predicted values. Normal tolerances of voltage, lamp PROU' ReSS written consent from, and payment of compensation to Duke Energy.
output, and ballast and luminaire manufacture will also affect Duke Energy disclaims any liability or responsibility for any Description LED Shoebox
NO. DATE, REVISION BY results. unauthorized use of or reliance on this document. Drawing No. 24-0279A Sht. 1 OF 1