SW8140906_Approved Plans_20191009

PROJECT TEAM
CIVIL ENGINEER
TIMMONS GROUP
CONTACT: MR. FRANK SLINSKY
PHONE: [phone]
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
OWNER
NORTH CAROLINA NATIONAL GUARD
CONTACT: MR. SPENCER COLBURN
PHONE: [phone]
1636 GOLD STAR DRIVE, SUITE 2600CC
RALEIGH, NC 27607
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C0.0 COVER SHEET
C0.1 STORMWATER MANAGEMENT PLAN
- CIVIL NEW PROPOSED IMPERVIOUS COVER - BY JACOBS JULY 27, 2017
C1.0 EXISTING CONDITIONS, DEMOLITION, &PHASE 1 EROSION CONTROL PLAN
C2.0 GRADING, DRAINAGE &PHASE 2 EROSION CONTROL PLAN
C3.0 SITE DETAILS
C3.1 SITE DETAILS
C3.2 SITE DETAILS
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---
POST DEVELOPMENT.
POST DEVELOPMENT STORM WATER QUANTITY CALCULATIONS
ANALYSIS
DRAINAGE
IMPERVIOUS
COMPOSITE
TIME OF
Q10
Q10
POINT
AREA (ac)
AREA
CN
CONCENTRATION
.
A
.
8.65
. .
1.63
.
68
.
22.70
.
10.61
.
31.11
.
CROSS SECTIONAL AREA OF THE PROPOSED DUAL 30" RCP IS EQUAL TO THE CROSS SECTIONAL AREA OF
THE GRASSED CHANNEL.
OVERALL SUMMARY
ITEM
PRE -DEVELOPMENT
POST -DEVELOPMENT
TOTAL SITE AREA (AC.)
40.86
1
40.86
TOTAL SITE IMPERVIOUS (SF).
321,980
* 321,980
1
TOTAL SITE BUILT UPON
121,414
* 121,414
AREA (SF)
Q2 AT ANALYSIS POINT A
(CFS)
10.61
* 10.61
Q1 OAT ANALYSIS POINT A
(CFS)
I
31.11
I
* 31.11
I I
* NO CHANGE TO RUNOFF OR BUILT UPON AREA
TOTAL WETLAN D DISTURBANCE: .083 AC
SCALE 111=150'
if 1111
0 150, 3601
.LEGEND.
11
i : N � EXISTING IMPERVIOUS
­
.
I'll.,
.1 ��
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.
IIIIIIIIIIIIIIIIIIINIll *HIIIIIIIIIIIIIIIIIIHim>m1lim TC FLOW PATH
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BOUNDARY
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AIRPORTLAND LAI�PLA.
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c . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . 00
REMOVEAND NOTE #9y
REPLACE FENCE\,,�
(SEE DEMOLITION . . . . . . . z
NOTE #9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
NEWHANOVER 3 . . . . . . . . . . . . . . . . . . .
COUNTY . . . . . . . . . SCALE V=80'
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AIRPORTLAND X.
R04200-001-025-000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . A . . . . . . . . . HH6 L A N,0,5'
V . . . . . . . . . . . 0 80' 160
1. ALL CONSTRUCTION SHALL COMPLY WITH NC STATE CONSTRUCTION AND NCDEQ STANDARDS
AND SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON THE JOB SITE AT ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED EROSION CONTROL PLAN SEQUENCE AND CONSTRUCTION
OF THE MEASURES MAY SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE
NCDWQ.
4� FIELD VERIFY ALL DIMENSIONS AND GRADES SHOWN ON THESE PLANS PRIOR TO
CONSTRUCTION. NOTIFY THE CIVIL ENGINEER AND OWNER PRIOR TO CONSTRUCTION OF ANY
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. FAILURE TO NOTIFY THE CIVIL
ENGINEER AND OWNER PRIOR TO CONSTRUCTION MAY RESULT IN ADDITIONAL WORK WITHOUT
COMPENSATION TO THE CONTRACTOR.
5. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE
GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE
INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION
AND LOCATE ALL UTILITIES PRIOR TO COMMENCING ACTIVITY ON SITE AND NOTIFY CIVIL
ENGINEER OF ANY DISCREPANCIES.
6. SWEEP AND WASH SEDIMENT, DUST, AND DEBRIS OFF ALL ROADS WITHIN THE SITE AND
ADJACENT TO THE SITE AT THE END OF EACH WORK DAY. ENSURE NO SEDIMENT, DUST, AND
DEBRIS REMAINS ON THE ROADWAYS.
7. PERFORM A DAILY INSPECTION OF ALL EROSION CONTROL DEVICES. REPAIR/REPLACE ANY
DAMAGED OR FAILING EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS.
8. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION
AND SEDIMENT RUNNING OFF THE PROPERTY. DAILY EROSION CONTROL MAINTENANCE AND
REPAIRS, AND INSTALLATION OF ADDITIONAL EROSION CONTROL DEVICES ARE A CONTRACT
RESPONSIBILITY.
9, DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS. IF THE
SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR
WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND
DISTURBING ACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE
SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY AND MUST
BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT.
10. OBTAIN A WRITTEN APPROVAL OR AUTHORIZATION TO CONSTRUCT PLACARD FROM
NCDENR-DWQ FOR ANY OFFSITE BORROW PITS AND SOIL STOCKPILES. THESE AREAS SELECTED
BY THE CONTRACTOR ARE NOT INCLUDED IN THIS PLAN AND ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR AS MEANS AND METHODS TO MANAGE AND MAINTAIN IN ACCORDANCE WITH
NCDENR-DEQ REQUIREMENTS.
11. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE
STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED
THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
12. THE TOTAL DISTURBED AREA IS 8.35 ACRES.
i 'NIL
1 ATTEND A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK ON THE SITE. PROVIDE
48-HOURS NOTICE TO THE OWNER AND CIVIL ENGINEER PRIOR TO THE PRE -CONSTRUCTION
MEETING DATE.
2� INSTALL CONSTRUCTION ENTRANCES, SILT FENCE AND SILT FENCE OUTLETS AS SHOWN ON
PLANS. REMOVE ANY SEDIMENT TRACKED ON INTERNAL AND ADJACENT ROADS ON A DAILY
BASIS. (MINIMUM STABILIZED CONSTRUCTION ENTRANCE LENGTH IS 50-FEET)
3, ADJUST EROSION AND SEDIMENT CONTROL MEASURES FOR PROPER OPERATION. INSTALL
ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY THE PROJECT CIVIL
ENGINEER.
4. INSTALL CULVERTS AS SHOWN ON THE PLANS. ENSURE THAT WATER FLOWS FREELY THROUGH
THE EXISTING SWALES. REMOVE SEDIMENT BUILD UP IN SWALES, STORM SEWERS, AND
CULVERTS.
5. CLEAR AND GRUB TREES AND GROUND COVER WITHIN LIMITS OF DISTURBANCE. HAND CLEAR
AREAS AS SHOWN ON PLANS.
6. THE SITE MUST REMAIN SECURE AT ALL TIMES DURING CONSTRUCTION. DO NOT REMOVE
EXISTING FENCING OR GATES WITHOUT INSTALLING TEMPORARY SECURITY FENCING OR
GATES.
7. STABILIZE THE SITE WITH A STAND OF GRASS IN ACCORDANCE WITH THE SLOPE & SURFACE
STABILIZATION SCHEDULE, THEN SCHEDULE A FINAL INSPECTION BY NCDEQ. DO NOT REMOVE
THE EROSION CONTROL DEVICES UNTIL NCDEQS FINAL INSPECTION /CLOSE-OUT LETTER HAS
BEEN RECEIVED.
DEMOLITION NOTES
1 ALL UTILITIES OR STRUCTURES THAT ARE NOT SHOWN TO BE REMOVED OR MODIFIED WITHIN
THE GENERAL AREA OF DEMOLITION AREA ARE TO REMAIN IN CONTINUOUS SERVICE AND BE
PROTECTED FROM DAMAGE.
2. THE CONTRACT INCLUDES RELOCATION OF EXISTING UTILITIES OR STRUCTURES THAT ARE
SHOWN TO REMAIN IF THOSE UTILITIES OR STRUCTURES NEED TO BE RELOCATED DUE TO
CONSTRUCTION.
3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE
DISPOSED OF OFF -SITE IN ACCORDANCE WITH WITH ALL APPLICABLE RULES AND
REGULATIONS.
4. INSTALL SILT FENCE AND/OR TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING
OPERATIONS. BY SUBMITTING A BID, CONTRACTOR ACKNOWLEDGES THAT THE SITE HAS BEEN
INVESTIGATED TO DETERMINE TYPE, SIZE AND QUANTITY OF CLEARING REQUIRED FOR
CONSTRUCTION.
5, PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER�S
FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY THE CIVIL ENGINEER IMMEDIATELY,
6� EMPLOY A QUALIFIED SUBSURFACE UTILITY LOCATOR SERVICE TO LOCATE ALL
UNDERGROUND UTILITIES AND SERVICES WITHIN THE LIMITS OF CONSTRUCTION.
7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE
EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS, NOTIFY THE ARCHITECT
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
7. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION DEBRIS ASSOCIATED WITH
THIS DEVELOPMENT IS PROHIBITED,
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND
OSHA REGULATIONS.
9. EXISTING FENCE COMPONENTS MAY BE RE -USED DURING RECONSTRUCTION AND
REPLACEMENT OF FENCING. ANY DAMAGED COMPONENTS MUST BE REPLACED AS SHOWN ON
DETAIL SHEET
10. WETLAND DELINEATION HAS BEEN COMPLETED ON THE READINESS CENTER SITE ONLY. HAND
CLEAR TREES AND VEGETATION OUTSIDE THE PROPERTY LINES (WHERE SHOWN ON THE
DRAWINGS). DO NOT REMOVE STUMPS AND DO NOT USE MECHANIZED EQUIPMENT DUE TO
THE POTENTIAL FOR WETLANDS,
SLOPE & SURFACE STABILIZATION SCHEDULE (NPDES CHART)
1. GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO THE
FOLLOWING SCHEDULE:
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION
TIME FRAME
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER
(HQW)ZONES
7 DAYS
NONE
SLOPESSTEEPER
IF SLOPES ARE 10'OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1.14 DAYS ARE ALLOWED.
SLOPES 3:1
7-DAYS FOR SLOPES GREATER
OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH.
ALL OTHER AREAS WITH
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4A
14 DAYS
AND HQW ZONES).
2. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER
OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE (SECTION
II.B(2) (b))
3. THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT
CONTROL REGULATIONS. THE CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND
STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED THOSE ABOVE.
4. INSTALL SLOPE EROSION CONTROL MATTING FOR TEMPORARY STABILIZATION DURING THE
ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP SLOPES (3:1 OR STEEPER). REFER TO
SPECIFICATION SECTION 311000 FOR MATERIAL SPECIFICATIONS. INSTALL MATTING PER
MANUFACTURER'S INSTRUCTIONS.
%
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DATE
2019 OCT 3
DRAWN BY
F. SLINSKY
DESIGNED BY
F. SLINSKY
CHECKED BY
F. SLINSKY
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GRADING & DRAINAGE NOTES
II1,7a NEW HANOVER COUNTY AIRPORTLAND R04200-001-025-000 r o IPTLOVE IR04200-001-026-001 % (DEED NOT IN SYSTEM) NEW HANOVER COUNTY m m AIRPORTLAND R04200-001-025-000 PROPERT\( LINE 0 II0 I8 7, 7 7 E, \_ VIN- IIIIi LL �z w ILL
Ico ILL y 0 UJI I Y ICONSTRUCTION LIMITS IINEW HANOVER z o COUNTY IAIRPORTLAND R04200-001-025-000 IIWETLANDS IEX. GATE . ...... EX, 8FT FENCE III/7 i Ile IIv IIIIIIc Iy 4k
IIII> Ir
IIIm m
It cd
I7 ITREE CLEARING
LIMIT 0 IIIVER
NEW hAAiO
IIIICOUNTY �7 ILAND, poRl 001 000 A/R
I­_�0420q- -025-
Ek. ER NEWHANOV ICOUNTY t 51 1 IIAIRPORTLAND I-025-000 ti. . ..... R04200-001 TREE
CLEARING LIMIT ........ .. . IIII7 41' IZ' -7�k- L F _-22.56f IIIIIlk A' I<) I0 4z IIIIIIy 7 IIIEX. TREE LINE
4�- IIIIIII,c) II0
IIIIIF.� III__,��-.-:: .... ..... . I7 D- y
20 FT x 10 FT'x 1".5 �o NEWHANOVER
IFT DEEP CLASS COUNTY
IAIRPORTLAND
ZIPRAP I+
.... . .. .. ..... R04200-001-025-000
IIcp A V. 41 Y14 Iv WETLA NOS C3.1 ............. Waft 4WAft .. . ....... 40OR FIA(IsH F L 12.06' t IIIAl IIIEX. GATES.- III�"'PROPER'ry I 6 ___c LINE . . . . . . _X 6F__ 4 FENCE PROVIDE POSITIVE 5 . . . . . . . . C3.0 Y DRAINAGE TO DITCH C3.0 vlo COM I
S7R WETLANDS - cl . . . . . . . . . . C) UC 7_10A(L IA41;- oGRND: 6.80 y y N EX.TREE . . . . . . .
NEWHANOVER COUNTY ILINE . . . . . . . . . . . AIRPORTLAND Y COMSTRUTIONLIA41;r R04200-001-025-000 Icy)
00
y . . . . . . 15 FT 1�5 FT x . . . . . . 1.83 FT DE C2. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . ... z
C3.0). .
CL . . . . . . . . . . . . . . . . . . . . . . . . NEWHANOVER . . . . . . . . . . . . . . . . . . . . . . . . . . . No� 0000'
COUNTY SCALE 1"=80'
AIRPORTLAND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R04200-001-025-000 -I IOU*
. . . . . . . . . . . . 0 80
1 ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA STANDARDS.
2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER) AND TIMMONS
GROUP (DESIGNER), MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE
SITE. DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR THEIR
OWNER'S ONGOING OPERATIONS.
3. OBTAIN WRITTEN APPROVAL FROM TIMMONS GROUP FOR ANY REQUESTED SHORT-TERM,
OFF -HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS.
4. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR OFFSITE)
AT NO EXPENSE TO THE OWNER.
5, IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED
AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS. PROVIDE DOCUMENTATION ON THE
TOPSOIL.
6. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS
INDICATED IN THE DRAWINGS AND SPECIFICATIONS.
7. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE REDLINE DRAWINGS OF ANY CHANGES AND
AN AS -BUILT SURVEY OF INSTALLED STORM SEWERS.
9. DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS. IF THE
SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR
WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND
DISTURBING ACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE
SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY AND MUST,
BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT.
GRADING & DRAINAGE LEGEND
KEYNOTE
DESCRIPTION
REINFORCED CONCRETE STORM PIPE BEDDING (RCP)
FLARED END SECTION
CONCRETE ENDWALL
GRASS LINED TRAPEZOIDAL DITCH
TYPICAL CULVERT SECTION (INSTALL REBAR ON DOWNSTREAM END OF PIPE)
DRAINAGE SCHEDULE
STORM STRUCTURE TABLE
STRUCTURE #
DESCRIPTION
STRUCTURE #
DESCRIPTION
s
NCDOT EW-1 DUAL 30" PIPE
NCDOT EW-2 DUAL 30" PIPE
w/ REBAR AT END OF PIPE
sI
NCDOT EW-3 FOR 36" PIPE
STORM PIPE TABLE
PIPE #
DIA.
INV, IN
INV.OUT
SLOPE
LENGTH
DESCRIPTION
2@ 30-
3.0
2.75
0.63%
40'
DUAL 30" RCP
EROSION CONTROL LEGEND - PHASE 2
KEYNOTE DESCRIPTION SYMBOL
ROCK PIPE INLET PROTECTION LIMIT OF CONSTRUCTION
E
CD 0
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In
DATE
2019 OCT 3
DRAWN BY
F. SLINSKY
DESIGNED BY
F. SLINSKY
CHECKED BY
F. SLINSKY
SCALE
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FOR REPAIR OF SILT
8' MAX. FENCE FAILURES, USE
VARIABLE AS DIRECTED BY THE ENGINEER No. 57 WASHED STONE. ooCA
�'ltrrurr
FOR ANCHOR WHEN SILT o00 �'�� f?0FENCE IS
CATCHRM BASIN.
:
.` FESS
C
MIN, 12•-112 GA. e SEAL
A- o) + R INTERMEDIATE r 033612
AR RRB _ EN RE WIRES
NOTES: MIN, 10 GA. NOTES:
LINE WIRES MAINTENANCE NOTES: %'�'� NE
1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. GRADE 1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY. '°�o,C�S° SLI�S�a,`a
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. BARRIER. Jrt r fill
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOPDRESSlNG WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL MAINTAIN AS � SILT FENCE FABRIC 2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
NECESSARY. INSTALLED TO SECOND
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
4. ANY MATERIAL. WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. WIRE FROM TOP E
3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY. o
5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED. STEEL PgST NOTCH AND FOLD FABRIC
6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. r OVER HORIZONTAL POST 4, APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET, � 0
FRONT VIEW s•„ E
50' MIN. RESIDENTIAL WOVEN WIRE FABRIC 18„ w
12" #57 WASHED STONE }�-
100' MIN. d, HORIZONTAL POST
STEEL POST 2 LETTERS(TYP)
o a o Q •o Q o. ' ©. ' a o , o ° SILT FENCE FABRIC C3 W
o ° . o a . ° ° z� . °'. 0 2 o Er CLASS 1 RIP RAP SEE F OW
o Lu
. o •o , a a' Q
o' o WOVEN WIRE--- $ /
° ° • FABRIC SECTION THRU BASIN BELOW % % ,� Q
a 25' OR WIDTH OF TREE PROTECTION AREA CLASS 'B' RIP RAP (TYP) -+�- \ ` w C r_, ro /••�•E
° .01 °• ° ' PROPOSEfl STREET WARNING SIGN DO NOT ENTER �\ 1\ ,� �� i _ �, L
2"-3" MIN, 0, o. SILT FENCE GEOTEXTILE FABRIC : �/ %�%�/ �, \
EXISTING o °• ' COARSEAGGREGATE ° g OR DRIVEWAY, o p FILL SLOPE ZC►NA DE PRC►TECSIC>N .`//. \� •, 1'- z W c
'� ,ate,, �'� a
ROADWAY , , o o. WHICHEVER IS d -- �` \ \\ i s / '� ,J u�
(CLASS A RIP RAP) ° . ' GREATER. "' PARR ARBOLES - NO ENTIRE --� SILT FENCE FABRIC ;-
.01 01
o . o o tv GRADE
a ' o . ' 010. ° o ., ViIARI`l11\IG SIGN DETAIL -``� \ o o °�° / / n .-�
-� a
°.
o p' o o o* d a Ln 0
O
a o . o a. a . a ' o . a p' . 'a • �' a •---.�_ --,•-•...,, � �.. � .... o oc�b� o � INVERT d'���s�-----» RIP RAP � � dam' U�
` 6" MIN. COVER _, `., ...... Qo _.r. PIPE po / HEADWALL ,. <U
OVER SKIRT * SECTION '` " �� ... , . 0° w
PLAN ca STD SILT FENCE r ---- � . / % � M
N ANCHOR SKIRT POST '.- / !
NEW CONSTRUCTION---r 8 INCH MINIMUM. '� j� i (� l l t I 1 / j` THICK XD3'S HIGH MIN.
EXISTING 35 MIN, RESIDENTIAL -'""r' -~ ""-- _.--'STOR tt r `/ � "" ' H
POST (TYP) S I t � , I 1 � � l � uj
ROADWAY 85' MIN. 15' MIN. �' ✓' "�- = -=-
SIDE VIEW 10, ---''�
FL
d, f
6 °o ------ � v°.ci a �. ' • •. 'o aooa, 12 MIN.. �
MIN. y
6" MIN. ��//�\\!\\�/ �• /��/�\�\\/l/
, NOTES: c� �; Ca PERSPECTIVE VIEW
LINE BOTTOM WITH �' oar p
CROSS SECTION � . oc
WOVEN GEOTEXTILE FABRIC 1. WARNING SIGNS TO BE MADE OF DURABLE WEATHERPROOF MATERIAL.
MAINTENANCE NOTES: 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
ELEVATION � Lu
?. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. AREA TO BE w
2. MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. DISTURBED
AND 50' ON CENTER {CUT, FILL, ETC.) U p
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION <
THEREAFTER. MAINTENANCE NOTES: PIPE INVERT
3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED) WASHED OR TRACKED ONTO PUBLE V FLOOD fl
ROADWAYS. 1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
5. FOR TREE PROTECTION AREAS LESS THAN 200` IN PERIME""1"ER, PROVIDE NO LESS FLOW ZONE H3 DATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THAN ONE SIGN PER PROTECTION AREA. '. , � 1' 3' >
THE FENCE/OUTLET. TAKE CARE TO AVOID UNDERMINING THE FENCE �... .
-"-"� _ 2019 OCT 3
6, ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. DURING CLEANOUT. REMOVE & REPLACE STONE AS NECESSARY AS IT - ' - -�- NATURAL
BECOMES CLOGGED WITH SEDIMENT, 2.S 1z;1 o� GROUND DRAWN BY
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 1 12 0 1 3
12" ... o F. SLIIIISKY
2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT flg o g FLOW -�•.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY THE TOWN OFAt"EX INSPECTION DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. SEDIMENT STORAGE CLASS B STONE
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY #57 WASHED STONE DESIGNED BY
9, PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. STABILIZED. MIN. F. •S'LINSKY
10, USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 114 ACRE AND NEVER IN MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
_. AREAS OF CONCENTRATED FLOW SECTION CHECKED BY
11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. F. SLINSKY
SCALE:
1 L CONSTRUCTION ENTRANCE N.T. 2 TEMPORARY SILT TREE PROTECTION FENCE N.T.S. 3 SILT FENCE OUTLET N.T.S. 4 RUCK PIPE INLET PROTECTION N.T.S. NTS
TEMPORARY GRAVE COS RAMC S I
W
00
o�
METALLIC LOCATOR TAPE SHALL L
�..
co � �
Lij
BE INSTALLED FOR ALL DIP PIPE
18" BELOW FINISHED GRADE 0 0© A `•`}
FINISHED FINISHED v° 0 8 0° LP S N AS 0 o
GRADE a ooC3° 0�4 o °O TYPE STONE ds , L u U o
° W900U a c
1$ GRADE o o ©Qo 0°� g° a p BLL ED 1F PP : _ t=-
\ \ po p o o o C) k A OF A .I* c3 �0
\\ /K 0 0 °�©o�oc�:o 63
p
/\r . FINAL BACKFILL /\/ f\i a O o O ° p jo - p a
{SEE r\\/ /\� °0 0o V-'oop 00 v
\\ \ SPECIFICATIONS) ,� //� o o p0 0 0 _ _ �" .. 0
q�3
°$ tasty„ "'I : .... 4- k$4,k:f _ ... 0 Qi DB=OUTLET PIPE DIAMETER o«� a p FILTER BLANKET w
U.
.�\ \ \ I`
r\\ \\ PLAN _ -
�\ / SECTION A-ACO
/ INITIAL BACKFILL //�
/\.. .
r f - WELLCHANNEL)\ •.� \\\ (OUTLET TO FLAT AREA WITH NO WE �
\ ..... ,, .. ... \ COMPACTED IN 6 / ,,. A.,.•x'• :::..• ry�;� / .
:..:
MAX. LIFTS AS
. _ •• ;bq
O TL
SPECIFIED /\/PLAN
,\ ♦ \ \.
..........
<` \ , \ \
�/ :' / SPRING LINE\\ /\\ a J
SIT J IN
\\ \
No 57 STONE WORK UJ
//\/ < W
WELL UNDER /•� •� /•� L
O
BOTTOM OF PIPE. �W. Room" : T R��I 4V � N. Af E P E -� >
6" O.D. OF PIPE 611 6 O.D. OF PIPE 6 ui
PIPE.'' 1N 1 E 1
MINIMUM SIDE CLEARANCE g B TYPE STONE �, `��. .P� � n'- �
I I Q
.•��.: ,.::•;tea,_ fir, ar' �a:�� d..
11
u a.. $. ,�. rd. x;:.s3.., �. _ _. ...,t fir.. ...,t to s, L
12 12 O,D. OF PIPE 12
12 O.D. OF PIPE .n I4 0 _ _ _ L 1 22,
MAXIMUM SIDE CLEARANCE - ;:
"
4
U
H
p O
.. .. $.. ��:... 4... a,.s� Fs?: �� s�:: :4g. :r SX -.Id� :�� 11 ":f.� ".<'-;• ��. ;2s -5�. �.: it;.. ...�, 1`�. .. :.z:3 �N e��8§ .d ,.33 i'. .: ::83 ��. <:._� �: Rt . :��: .:; :. �,..
O a X: ..: c
:. X; :, X X :,:, X: Y
0 o p o a Ea p p o p O I '.,, I` rF I3AS., I = o
o C.} Oo .. t1
° WO o 0 0 O a .: :�: _�
CLASS D O o op© p p � ;': 2 I -
CLASS B S o �o ° cb oaa © oo
p,> o
o G>
° 8 a o
Q o 2 r
REQUIRED FOR. REQUIRED FOR: o a C� o© o W o o p o o Oo �.;
Q Q {� oO°aO o 4
p: [T .. f .: I M
HDPE &PVC PIPE DIP, CIP AND RCP 0 Oa p o�Qo
o __ a
�� ,: :.
O o° OoaoO o p pop0C7 a 0 octaa STY.
0 0o a FILTER BLANKET a o
0 OUa
TOTAL; 8 1 f �� 1 1 :. S: 2
NOTES SECTION B-B
0 �
DO=OUTLET PIPE DIAMETER '� I � TI1. � O T 1--- -
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
(D
� I;�I�1.
PLAN: ��; ONIMTIE ANTS z o
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. ,��� � ., �. 0
(OUTLET TO WELL DEFINED CHANNEL) ELE"TI :> M .Q
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. - ° � � � fi I
SUITABLE NATIVE MATERIAL.
3, ALL BACKFILL MATERIAL SHALL BE 41
Q
fr v xr P p s•3:', f 3= ;p € a z sas- r n' Q y q
4. BACKFILL SHALL BE TAMPED IN 6" LAYERS, � 7
�
5. IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER EXCAVATE ROCK A MIN, 'Y `' ,p g a
OF 6"CHS AND BACK FILL WITH NO. 67 STONE TO THE BOTTOM OF PIPE. O' . � W: ; � '! -2$, Ln W L F>f%-
�d.�t f �f ::4 q i ^`�+.��-4? E '.e'¢' �n., .�'.�_ <° �A i 43 ��'3.+/41
Si W. as N !i lt' pE S Js: 1R 3 dy Y.. n :ii .},r
1. TOP OF RIP RAP AT DOWNSTREAM END OF APRON 3 M �g:��"` �'z '' g 4 3'$'-�� , " 0
MAINTENANCE: SHALL BE FLUSH WITH NATURAL GRADE OF THE - - __ _ _ z
1, RIP RAP OUTLET STRUCTURES TO BE INSPECTED RECEIVING CHANNEL.
AWE- S VE 8 U N E 6
WEEKLY AND AFTER EVERY RAINFALL EVENT. .VEGETATE ALL DISTURBED AREAS WITH VEGETATION
E IMMEDIATELY.
�, U >
REPAIRS ARE TO BE MAD IMMEDIATELY AFTER INSTALLATION:
3. SEE EROSION CONTROL PLAN FOR DIMENSIONS.
;
0 O
JOB NO. -a a
43932
U
c �
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p Q
SHEET NO. o
N.T.S. 7 CONCRETE ENDWALL N.T.S. c C
5 REINFORCED CONCRETE STORM PIPE BEDDING (RCP) N.T.S. CONCRETE FLARED END SECTIONC'3. 0
L

BARBED-WIRE APRON ON
TIE WIRES OR HOG
EXTENSION ARMS
RINGS (TYP.)
7'-0" GROUND TO
TOP RAIL
TOP OF FABRIC
LINE POST
BLACK VINYL COATED
CHAIN -LINK FABRIC (9
GAGE, 2" MESH)
BRACE RAIL
© LINE POST
H
CORNER END OR
TIE WIRES OR
PULL POST
CLIPS. (TYP.)
BOTTOM OF
m
'% t1jillsollV1 CAR®'.
.o
.`o OQ: `/
EAL
033 12
l�
tN
jS S L1N5� .�`
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0
0
a 0
� rlj
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o W .
wvcr�.,
d LL co z
FABRIC 1,_ �,, 0TENSION WIRE i _ OR
a.
i !-011
1 i/ J U)x Ln
TRUSS ROD u_ u'
3/8MIN. DIA. p ` z
(" ) ME
Q-1 �� p
tom _L E 7
G er rrs rsr rtf rrt res s _ d `��„ �IF � � 1—•E
co
III �� -��1— d GRADE
•,�O LOCK PIN (TYP.) BARBED � o, �
° 1 1/2" MIN `' e ° WIRE
ell 2 1/2" MAX `° LOCK 1'_0,� (TYP..)
PIN (TYP.) 1`-0„
16" MIN. DIA, oo d 10" MIN. DIA.
d CJ` d
' A ANGLE EXTENSION ANGLE EXTENSION
CONCRETE BASE ° `�' a 45 ° cr_
° d ARMS EXTERIOR TO 45° ARMS EXTERIOR TO o
°' '. SITE SITE _
° °
d y,
a
6t, ° n ° 6E1 .0 END & CORNER o
° ° POST CAP 3/8" PLAIN PIN RIVETED
FLUSH (TYP.)
ADD ADDITIONAL CROSS BARS, 10'-0" MAXIMUM 10'-0" MAXIMUM INSIDE SECURED INSIDE SECURED n
DIAGONAL BARS, AND SUPPORTS LINE POSTS TO BEE EQUALLY SPACED AREA Lu
3/8" PLAIN PIN RIVETED FLUSH AREA H
AS NECESSARY FOR STRUCTURAL Q (SITE) (SITE)
(TYP.)
v
SUPPORT
z
PROVIDE SHOP DRAWINGS FOR CHAIN _LINK SECURITY FENCE DETAIL DATE
REVIEW LINE POST _ CORNER POST >
NO SCALE w 2019 OCT 3
EXTENSION ARM DETAILS
r DRAWN. BY
NO SCALE F. SLINSKY
DESIGNED BY
F. SLINSKY
BARBED WIRE OR NOTES:
TENSION WIRE 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO CHECKED BY
LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT F. SLINSKY
COMPLY WITH THE SPECIFICATIONS.
Or SCALE
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE
SIDE OF THE FENCE ALIGNMENT. CHAIN -LINK FABRIC SHALL BE PLACED ON THE SIDE NTS
BRACE RAILS TOP RAIL TENSION BAND DETAIL OPPOSITE THE SECURE AREA.
3. C-SECTION POSTS" SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS
it COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION, `S
TENSION BAND (15" O.C. MAX.
AND WITHIN 4" FROM TOP AND
3. POWDER COAT ALL FENCING MATERIALS AND FITTINGS "BLACK" IN COLOR. I
BOTTOM OF FABRIC) FENCE FABRIC SHALL BE VINYL COATED "BLACK" IN COLOR. 0
4114-1 LINE POST ��,��-.-,1 FABRIC 9-GAGE STEEL (r��
I TKIP Dr)rTp7__PI III PngT [ {C i Y.f F_ %� �__ ...__.. _.. e.1 �\ Z
STEEL POST SCHEDULE
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
USE AND SECTION
FABRIC WIDTH 72"
OR LESS
FABRIC WIDTH 84" TO 96"
FABRIC WIDTH 108" AND OVER
CORNER, END & PULL POSTS
TUBULAR - ROUND
2.375" O.D.
2.875" O.D.
4.00" O.D.
C-SECTION {ROLL -FORMED)
3.50" X 3.50"
3S0" X 3.50"
LINE POSTS
TUBULAR - ROUND
1.90" Q.D.
2.375" O.D.
2.875" O.D.
2.25" X 1.70"
2.25" X 1.70"
2.25" x 1.70"
H-SECTION
1.875" X 1.625"
2.25E` X 1.70"
C-SECTION (ROLL -FORMED)
TOP, BOTTOM & BRACE RAILS
TUBULAR - ROUND
1.66" O.D.
H-SECTION
1.625" X 1.50"
1.625" X 1.25"
C-SECTION (ROLL -FORMED)
I It WlKt tlb` �-
N �'IftfT E C BLACK VINYEIU�ND:1161
BRACE RAILS O.C. MAX. AND . A EN lt�-��", 9.�,,,�
WTTHTN 4" FROM R ER TO S�KI�V8KCION 32 31 13} TYPE FE5 - CHAIN -LINK FENCE WITHOUT BARBED-WIRE APRON LAC
TENSION WIRE TOP AND TYPE FE6 - CHAIN -LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER U
FROM TOP AND ui
BOTTOM OF BOTTOM OF TYPE FE7 - CHAIN -LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER
TRUSS ROD TRUSS ROD FABRIC) FABRIC) TYPE FE8 - CHAIN -LINK FENCE W/BARBED-WIRE AND BARBED -TAPE ON
DOUBLE OUTRIGGER � 00
�,.
TENSION WIRE -�=-1= TENSION BAR TO TR FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
ENGAGE EACH TBR - FENCE WITH TOP AND BOTTOM RAILS 000
A. •' FABRIC LINK TWB - TENSION WIRE TOP AND BOTTOM
d �. 1 A
TENSION BAR.
TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
FINAL NUMBER IS FABRIC WIDTH IN INCHES.
10'-0" MAX, 101-0" MAX. CARRIAGE BOLT H-BEAM ROUND POST EXAMPLES
U U
z
FE6-TR-72 - CHAIN -LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE UO
BRACE PANEL DETAIL NOTE. PROVIDE BRACE PANEL WHENEVER END OR GATE POST DETAIL LINE POST ATTACHMENTS OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH. I
NO SCALE STRAIGHT RUNS EXCEED 500 FEET. It~
FE5-TWB-84 - CHAIN -LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOM JI N
TENSION WIRE, AND 84 INCH FABRIC WIDTH, > < Li
FENCE POST 0 0
#8 AWG SOLID AW 0
LLJ
COPPER WIRE
Ut---�
it-Off
�-
LLJ 0
�
d MOLDED EXOTHERMIC WELD TENSION BAND
OR APPROVED CLAMP -TYPE
FITTING OF COPPER 0
- 0 (D
�
d ,,,,,.
INSTALL EVERY 750 9-GAGE STEEL --
FT ALONG FENCE TIE WIRES
3/4" DIA. ca TRUSS ROD {3/$" (2►-0" O.C. MAX.)
COPPER -CLAD o MIN. DIA.) a
STEEL GROUND „J 0
ROD ROUND POST
4 rr—
. z
i.i
z
U cv
FABRIC
H-BEAM
GROUNDING DETAIL
NO SCALE BRACE RAIL CLAMP DETAILS TOP OR BRACE RAIL ATTACHMENT
JOB NO.
43932
SHEET NO.
1 BLACK VINYL CHAINLINK FENCE WITH ALL BLACK MATERIALS N.T.S.
3.2
L_

2
3
y}
an
1 00%j,
04
66
cv
(.0
v 4
Al LOCATION MAPS.
NO SCALE
APP
j 1A
NORRH "k
111-10"--`111 94 11 UX
DISCLAIMER
ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT:
RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELAT ING TO
THIS PROJECT IS DISCLAIMED
REV DESCRIPTION DATE
I W�
z -�
u� Q
Key Plan.-
Scales:
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title.
-
CIVIL
LOCATION MAP
N Date: 03 APRIL 2017
Designed: JEG
Drawn : JEG
Checked: TJW
BID FINAL SUBMITTAL
Drawing No. -
CS1 00

2 IF 3
KEYED NOTES
1O
DEMOLISH AND REMOVE EXISTING WILMINGTON READINESS CENTER. SEE AD-101.
18
REMOVE FIRE HYDRANT AND VALVE. CAP BELOW GRADE.
O
EXISTING PREVIOUSLY ABANDONED RAW WATER LINE TO REMAIN. DEMOLISH ONLY AS
NEEDED AND PLUG ENDS.
19 0
REMOVE BASKETBALL COURTS, INCLUDING PAVEMENT AND ALL ASSOCIATED EQUIPMENT.
3O
REMOVE CONCRETE CURB AND GUTTER.
20
REMOVE FENCE.
4O
1.5" ASPHALT MILL AND OVERLAY.
21
PROTECT EXISTING TELECOMMUNICATIONS VAULT.
5O
REMOVE ASPHALT PAVEMENT.
22
FILL SANITARY LINE WITH PLOWABLE FILL (CLSM) AND ABANDON IN PLACE.
6O
REMOVE CONCRETE SIDEWALK.
23
REMOVE STORM DRAIN LINE AND FLARED END SECTION.
/-7N
\-Lj
REMOVE GRAVEL.
Z)
POWER. POLE, AND GUY WIRES TO BE RE.MOVED..
(9)
EXISTING POWER POLE TO REMAIN
10
OVERHEAD WIRES TO BE REMOVED.
11 0
REMOVE UNDERGROUND ELECTRIC AND APPURTENANCES.
(1-2-
REMOVE UNDERGROUND TELECOM AND APPURTENANCES.
(1-3-
REMOVE MECHANICAL EQUIPMENT AND PADS.
14
REMOVE CONCRETE FLUMES.
15
REMOVE TREE (TYP).
(16
REMOVE WATER LINE AND APPURTENANCES.
/47N
CUT AND CAP EXISTING WATER LINE IN CONJUNCTION WITH UTILITY PLAN.
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......... - ----- - ............
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.........
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......... .
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5
3
ABI #7
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23
.. . .......
....... ......... 8
------ ------
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23 --------- -----
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--------- -
. .... .. .. . ....... ......... 9
-------------
. .... .... ......
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---- - -- ----
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... . .......
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ill = 40'
4 5
LEGEND GENERAL NOTES
A J COBS
EXISTING UTILITY REMOVAL 1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM 501 North Broadway, Saint Louis, Missouri 63102
AVAILABLE SURVEYS AND RECORDS; AND THEREFORE THEIR LOCATIONS MUST BE
CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS. THE
CARO V*
EXISTING CONCRETE PAVEMENT, Is N 1 0 S a
EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR
SIDEWALK, CURB AND GUTTER REMOVAL
RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO
AVOID DAMAGE THERETO. NORTH CAROLINA 811 TO BE CONTACTED TO LOCATE PUBLIC
02(9501
EXISTING ASPHALT PAVEMENT REMOVAL UTILITIES.
v
2. EXISTING UTILITY AND TOPO MAPPING PROVIDED BY LDSI.
1.5" ASPHALT MILL AND OVERLAY ii
1C4 �Ot) 2CA
3. CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING BUILDING SUPERSTRUCTURE
EXISTING BUILDING REMOVAL
AS WELL AS THE EXISTING 10" FLOOR SLAB IN ACCORDANCE WITH PROJECT SPECIFICATIONS. CONTRACTOR SHALL ALSO REMOVE ANY ADDITIONAL BASEMENT DISCLAIMER
WALL AS REQUIRED TO PROVIDE 12 INCHES CLEAR TO FINISHED GRADE IN GRASSED ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT.
'TV
FOR, AtA, P -4P IT �-M R rl A !NG 0 -,'T,. F T,
AREAS AND 24 INCHES FROM FINISHED GRADE IN PAVED AREAS.
EXISTING GRAVEL REMOVAL THIS PROJECT IS DISCLAIMED
. . . . . . . . . . . .
. . . . . . . . . . .
. . . . . . . . . . . .
4. DO NOT BEGIN ANY DEMOLITION WORK PRIOR TO INSTALLATION OF EROSION CONTROL
EXISTING TREE REMOVAL MEASURES, OBTAINING NPDES PERMIT AND PREPARING A SWPPP- REV DESCRIPTION DATE
5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURES AND A
UTILITIES THAT ARE SCHEDULED TO REMAIN.
6. ALL PAVEMENT SAW CUTS SHALL BE FULL DEPTH CUTS.
5
6
3
7. COORDINATE WITH ALL LOCAL UTILITY COMPANIES PRIOR TO DEMOLITION TO ENSURE
THE UTILITY HAS BEEN PROPERLY ISOLATED. CAP END CONNECTIONS PER UTILITY
REQUIREMENTS.
(10
>
10
19
7
8
13
<1
16
..... 10
ve
sc,
SS x
'Dm'ID FINAL SUMT-11TTAI
Key Plan:
Scales:
0 10' 20' 40' 80, 120'
1 40'
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
CIVIL
DEMOLITION PLAN
Date: 03 APRIL 2017
Designed: JEG Drawing No.:
Drawn : JEG
Checked: TJW CS1 01

2
U11
PERMANENT STORMWATER MAINTENANCE EASEMENTS ARE
REQUIRED AROUND ALL STORMWATER CONTROL MEASURES,
SWALES, DITCHES, ETC. AS APPLICABLE WITH 15A NCAC 02H.1050(9)
OF THE NORTH CAROLINA ADMINISTRATIVE CODE,
I
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. ......
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4 5
GENERAL NOTES
@> CROSSWALK PAVEMENT MARKING. REFER TO Cl/CS701 1. ALL ITEMS IN TABLE REPRESENT BASE BID QUANTITIES. REFER TO CS210 FOR ADDITIVE BID ..BS
ITEMS (ABI). 501 North Broadway, Saint Louis, Missouri 63102
@> 1/2" EXPANSION JOINT.
— (2. FOR BASE BID, THE EXISTING RC'S FOUNDATIONS REMAINS IN PLACE. 21) TAPER CURB FROM 6" TO 0" TO ALLOW FOR SWING GATE OPERATION. SEE NOTE 4 THIS DWG.
3. ALL DIMENSIONS AND COORDINATES ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
.\\ A R 0 �/j
22 MATCH EXISTING CURB. . .. 006
\ \� C
ALL RADII TO BE 5-FT UNLESS OTHERWISE NOTED.yNK
23 DETECTABLE WARNING SURFACE. REFER TO D4/CS701
k'
4. ALL DOUBLE SWING VEHICULAR GATES MUST MAINTAIN 2 INCH MAXIMUM CLEARANCE BETWEEN
SO
(24� APPLY FOG COAT SEALANT. THE BOTTOM OF FENCE AND THE ROAD SURFACE WHEN GATE IS IN CLOSED POSITION. taT
5A- LIGHT DUTY ASPHALT PAVEMENT. REFER TO D3/CS700 5. SECURITY FENCE SHALL BE INSTALLED IMMEDIATELY ADJACENT TO SAND FILTER WITHIN THE /z
MILITARY EQUIPMENT PARKING (MEP) AREA. ALL OTHER AREAS SHALL BE INSTALLED CENTER �UL
(26) 4" WIDE WHITE STRIPING. ON 24" CONCRETE MOW STRIP. IN ANY CASE, 12" OF CONCRETE IS REQUIRED ON EACH SIDE OF
\--ff
2-7-KNOX BOY,. REFER TO FIRE PROTECTION PLANS. THE FENCE.
\---.W
(28> CONCRETE PAVEMENT. REFER TO D2/CS700 6. PROVIDE PIN AND LOCK TYPE SYSTEM FOR SECURE DOUBLE SWING GATE SOUTH OF THE
BUILDING APPROVED BY LOCAL FIRE DEPARTMENT. REFER 10 SPEC SECTION ION FOR ADDITIONAL
(2941 WIDE PERSONNEL GATE.* REFER TO A4/CS702 INFORMATION.
DO CONCRETE WHEEL STOP. LEGEND
6.51
MOO
R1 15'
EX. RC BASEMENT
FOUNDATION
7
/00
DRYPOND 40
18
'Op
A
PROPERTY LINE
INSTALLATION FENCE,
INSTALLED BY OTHERS
TRAINING BAY APRON
AND TURNING PAD
Ilk"
\ �\
+
R40'
REV
DESCRIPTION
DATE
1
NCDEQ COMMENTS
07/18/17
9
Key Plan:
IScales:
0 10' 20' 40' 80, 120'
1" = 40'
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
CIVIL
LAYOUT PLAN
I Date: 03 APRIL 2017
Designed: JEG Drawing No.:
Drawn : JEG
Checked: TJW CS200
A A PERMIT SUBMITTAL,

I
2
3
5
m
mi
4
- -----------
r-DAr)1K1r- PLAN VCVCr) KInTCC
FENCE
PROPOSED STORM DRAIN NETWORK, TYP.
------- ------
- ---------- - -----
SAND FILTER - REFER TO STORMWATER PLAN (SHEET CS500)
---- ---- ---------
DRY POND - REFER TO STORMWATER PLAN (SHEET CS500)
- -------------
4A
HIGH FLOW BYPASS - REFER TO STORMWATER PLAN (SHEET CS500)
it
UTILITIES SHOWN FOR REFERENCE. REFER TO SHEET CS400 FOR
3
MORE INFORMATION.
it
it
31
(6
NOTE: GRADING AT 3:1 SLOPE WITHIN CLOSE PROXIMITY TO FENCE.
t
REFER TO KEYED NOTE
#10 FOR MODIFICATIONS
TO EXISTING CURB EXPANSION
0
NOTE: GRADING AT 5:1 SLOPE WITHIN CLOSE PROXIMITY TO FENCE.
t
JOINTS
13_,�____
®
CLASS B RIP RAP, 1811 THICK
it
t t
;tEXISTING
tiORAISE
''' ASP8ALT
1/211:1, SLOPE
EXISTING INLET GRATE AS NEEDED TO BE FLUSH WITH
t i12i
PROPOSED GRADE.
t
VARIES (3 MIN.)
0
SAW CUT 8" WIDE SLOTS IN EXISTING CURB EVERY 10'ALONG ENTIRE
it
Ilk
EXISTING CURB
SAND
FILTER
LENGTH OF CURB ADJACENT TO SAND FILTER TO ALLOW RUNOFF TO
tt
& GUTTER
ENTER SAND FILTER.
tt
it "it ill
GRADE TO MISS DRAIN.
It CONCRETE TRANSITION
1' WIDE, 6" TH.
(SLOPE VARIES)
12
RAMP SIDEWALK DOWN TO MATCH EXISTING GRADE.
n-D_AnWn- I 1:n-E:K1n
W-V-V-V-
STORM DRAIN
ROOF DRAIN WITH CLEANOUTS
STORM MANHOLE. SEE DETAILS ON
DRAWING CS710.
DROP INLET. SEE DETAILS ON DRAWING
CS71 0.
FLARED END SECTION, SEE DETAIL
310.04, DRAWING CS710
PERMANENT STORMWATER MAINTENANCE EASEMENTS ARE
REQUIRED AROUND ALL STORMWATER CONTROL MEASURES,
SWALES, DITCHES, ETC. AS APPLICABLE WITH 15A NCAC 02H.1050(9)
OF THE NORTH CAROLINA ADMINISTRATIVE CODE.
--77777� 7
F% C
20.00'- 4" PVC @ 10.00%
-ju
. ...... . ..... k TORM MH (SD-5)
TOP=21.10
3-- < 00,000,
-7
13.17
'69.64' - 18' RCP @ 0.500%
3 INV (NE)
8
C:0
-E
ST
INV (NW) 18.00
C
ST x
ST 8-W (.0 INV (S) 13.07
ST 'N�
. .........
m: 'J,
52.02'- 24" RCP CCT; 0.500�o
J
V. . . .......
140.74' -
S't 24" RCP @ 0.57% 4 le%'
+
------------ - STORM MH (SD-4)
------- ----- ----- ----- TOP 18.15
. . ............. G�
15" RCP @ 0.85% ,23.55' -------- INV (N) 12.81
.. ... . .....
19
INV (SW) 12.71
1v
-6%
DROP INLET (SD
TOP
/94 081- 24" RCP @ 0,50%.//
.............. ..
STORM F.E.S.,(SD-30)
. ... .. INV 7.50
- -p
1A /*
ETT t- S- E)
4V-j,9W)--= 5.90
T
Ttt
STORM MH-�SD,-3)
---tN`V (NW 6.60,------- . .............
NV (NE) 5.80
NV
77
P
1
J. � 17y NVN01224 0
INV (W) 12.14
Pvr 78. 111 15" RCP @ 1.41 %,: Z..
x Or "."STORM OUTLET STRUCTURE (SD-31)
M
Z
m 98.65, 15" RCP @ 0.61 . ..... TOP 11.50
v
. ..... ..-,-64.38'- 24" RCP @ 0.50%
-------- ----------
I't
M INV (SW) 9.00
Al
\41 v
v
------ -MH-(ZD-2)
STORM
+
.. .... TOP 18.10 --J 12.28'- 24" RCP @ 0.50%
INV (N E) 7_1 1 - --- - -------
--(SPIV) 40' INV<"' fl.69
INV 11.63 S-
+ N"!
STORM F.E.S. (SD-1)
IN
N, I INV = 9.50
V
24VT @ 7.99% 18.8 3' RCP
INV = 11.00 +
GRADING PLAN -
Al
STORM MH (SD-9)
TOP = 19.50
INV (SW) = 16.25
INV (SE) = 16.15
. ..... 203.25'- 24" PVC @ 0.50%
DROP INLET (SD-21)
TOP 17.61
INV = 14.61
165.76'- 24" RCP @ 0.75%
M F.E.S. (SD-20)
INV = 13.41
DROP INLET (SD-7)
;TOP = 20.25
,20.95 /INV (NE) = 14.39
Z
INV (SW) = 14.29
73.48'- 24" RCP @ 0.50%
P
01/DROP INLET (SD-6)
41v
TOO = 20.25
"INV (NE) 13.91
/10 INV (NW) = 18.00
INV (SW) = 13.81
28.14'- 24" RCP @ 0.50%
- '' M 4!'
N V 0 t`-J
J U L 01 2 t V
BY:
N
PERMIT SUBMITTAL
0-1
501 North Broadway, Saint Louis, Missouri 63102
REV
DESCRIPTION
DATE
1
PERMITTING
07/11/17
2
NCDEQ COMMENTS
07/18/17
Key Plan:
Scales:
0 40' 80' 120'
1 11=40'
,NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
CIVIL
GRADING PLAN
Date: 03 APRIL 2017
Designed: JEG
Drawn : JEG
Checked: TJW
Drawing No.:
CS300

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C
0
C:)
U-)
0
20.0'
(INSIDE DIM.)SAND FILTER CLEANOUT CHAMBER 1-2 20.0'
A 20.0'
SEDIMENT CHAMBER
R-IF QE�' OVERFLOW WEIR
4'x 4' OUTFLOW CHAMBER
PLAN
0
U-
0
4'X 1.5'OVERFLOW WEIR -
ELEV. = 17.5
INFLOW
SEDIMENT CHAMBER
ORIFICES
SECTION B-B
A
2
> B
4" ORIFICE, 4'O.C. --\
WATER QUALITY VOLUME
IN LOW PERMANENTPOOL 124 INV. = 11.63
9.5
ELEV. = 11.5
SEDIMENT CHAMBER `
REINFORCED CONCRETE, TYP.
> B
ELEV. = 19.0
4'x 4'OUTFLOW CHAMBER
OUTFLOW
SAND FILTER #1
> C
TEMPORARY POOL
1 0", TYP.
1811
ELEV. 10.0 SAND FILTER MEDIA
(ASTM C-33 OR EQUIVALENT)
4" 0 SCH. 40 PVC PERFORATED UNDERDRAIN
WITH FILTER SOCK
C
M
CAP
3
SAND FILTER CHAMBER CLEANOUT (EXTEND VABOVE TOP OF
SAND FILTER,STRAP AND ANCHOR TO
CONCRETE 3t O.C.)
-0 0 0 9 0 0 9 0 v v 0 0 0 0 0 0 0 0 0 0 0 0 UNDERDRAIN
N.T.S.
NOTES:
1. INSTALL GALVANIZED STEEL ACCESS LADDER PER OSHA STANDARDS IN SEDIMENT CHAMBER
AND SAND CHAMBER. SUBMIT TO OWNER FOR APPROVAL.
2. INSTALL REMOVABLE 42" HIGH 1-1/2" GALVANIZED STEEL GUARDRAIL AROUND PERIMETER OF
SAND FILTER. SUBMIT TO OWNER FOR APPROVAL.
3. CONCRETE DIMENSIONS ARE APPROXIMATE ONLY. CONTRACTOR SHALL SUBMIT SHOP
MAIA/WrZ AKIn rAl rH1 ATIMI PArVArr- I:r)P PP:VlPkA/ ININ HnpkAF-THnn F ANTI -FLOATATION
r4j
PERMANENT STORMWATER MAINTENANCE EASEMENTS ARE
REQUIRED AROUND ALL STORMWATER CONTROL MEASURES,
SWALES, DITCHES, ETC. AS APPLICABLE WITH 15A NCAC 02H.1050(9)
OF THE NORTH CAROLINA ADMINISTRATIVE CODE.
DIRECTION.
-ALIGN ACCESS HATCH WITH
STEPS. 13.60
NON -SHRINK GROUT
STEPS PER DETAILS 840.52, 840.66,
DRAWING CS710
NON -SHRINK GROUT
3" DIA. SCH. 40
18" RCP OUT INVERTED SIPHON
INV 9.00 INORMAL POOL 9.00
112" MIN.
lFILL WITH LEAN ------- CONCRETE TO < 3" X 2" REDUCER FLOW LINE AND FORM INVERT. i6.00
48" DIA. CONCRETE -
CYLINDRICAL STRUCTURE
WITH EXTENDED BASE.
MANUFACTURER TO PROVIDE
INTERLOCK IN ALL SEGMENTS
TO PREVENT SEPARATION
DUE TO FLOTATION AS
REQUIRED.
RISER STRUCTURE
PROTECTION. itIlB f X GALV� STEL GRAT44 22.67
16 SHEET FLOW . ...... SHEET FLOW 1 X 2" STE EL ANGLE WITH HEADED STUDS -1" GALV. STEEL GRATING X 16 ELEV. 13.1 .... ......... .. S 2.67 4" ORIFICE, 4'O.C. 1"X2" TEEL CONNECTTO EXPANSION JOINTS ANGLE WITH SEDIMENT CHAMBER EXIST. CI-973 HEADED STUDS i---------- EXIST. CURB ELEV. 13.70 ............ 0 WATER QUALITY VOLUME TEMPORARY POOL ORIFICES L.L U 0 2" X 2" STEEL ANGLE WITH HEADED STUDS I8.01 P. 8", TY 3.0' 3.0' PERMANENTPOOL 2.5' ELEV. 12.1 -..-ELQW-
77777 -7, 4" SOLID PVC 1811 1800
1'WIDE, 6" TH. CONCRETE
40 I 8.61 (SLOPE VARIES) ELEV. 10.6 UNDERDRAIN SEDIMENT CHAMBER SAND FILTER MEDIA 21. CLEANOUT 336.0' (ASTM C-33 OR EQUIVALENT) 4 0 SCH. 40 PVC PERFORATED UNDERDRAIN WITH FILTER SOCK 6 REINFORCED CONCRETE (TYP-) 1761 PLAN SAND FILTER CHAMBER A'� < B 21. 21.50 I 0 SECTION A -A 20.4 01
20.25 CAP 20.00 H CLEAN 21.50 OUT (EXTEND CLEANOUT TO BE WITHIN 3 0.25 OF BOTTOM OF GRATE. STRAP SEDIMENT CHAMBER SAND FILTER CHAMBER AND ANCHOR TO CONCRETE AT TOP AND BOTTOM) 1.50 PROPOSED READINESS ORIFICES . .......... . . . . . . > ....... 0 CENTER 20.75 C7 FFE 22.0 x UNDERDRAIN too 4
E v Is, 20.25 SAND FILTER #2 19.88 N.T.S. 20.65 .50, x NOTES: 1. CONCRETE DIMENSIONS ARE APPROXIMATE ONLY, CONTRACTOR SHALL SUBMIT SHOP 20.03 .95 DRAWING AND CALCULATION PACKAGE FOR REVIEW. INCLUDE METHOD OF ANTI -FLOATATION 2 02 5 PROTECTION, .......... 1.50 I497 1'50
i"20.80 tx 21 ­1430 50 0 ............ ...... 1.50 .,,22.25 it6 x 13.75 i13.60 1,5 .6 5 Oc� 3 .... . .... .. OOOW ......... .......... 5 W ............ ........ ....... S-F .. ......... . ......... ......... . IT ......... ... ...... .. . ....... ........ ... .. ...... 2 ......... ... ....... . ......... . .......... ............. ........... .................... . .................... ...... ................. .... I> b 17 ............. . --_--------- ......... ..... . . ......... .... . ...... ........ . ...... .... . ....... ... ...... .. .. .. ......... . . ......... . ...... . ..... . .... . ..... m ... .......... . .. ............ JUL l----_------------ BY:
4t N
....... ... ---------- STORMWATER PLAN",, Al t. ............ 1 40 ------- it.......... -- -------- SEDI ORIFIC m p PERMIT SUBMITTAL
REV
DESCRIPTION
DATE
I
PERMITTING
07/11/17
2
NCDEQ COMMENTS
07/18/17
?�4
Key Plan:
Scales:
0 40' 80' 1 20'
1 11=40'
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
STORMWATER PLAN
Date: 03 APRIL 2017
Designed: JEG
Drawn : JEG
Checked. TJW
Drawing No.:
CS500

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_1. NO_D T
IS URBANCE ONSITE IS TO OCCUR UNTIL THE FOLLOWING CONDITIONS HAVE BEEN MET.
1.
ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT THE PERSON RESPONSIBLE FOR
a. CONTRACTOR RECEIVES APPROVED EROSION CONTROL PERMIT;
THE DAY TO DAYSITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, ONCE EVERY
SEVEN DAYS OR WITHIN 24 HOURS OF A RAINFALL EVENT EXCEEDING 0.5 INCHES WITHIN A 24 HOUR
COOL SEASON: PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
b. CONTRACTOR IS TO ARRANGE A PRE -CONSTRUCTION MEETING ONSITE WITH THE
PERIOD.
120 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA)
FOLLOWING INVITED:
2.
BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT
WARM SEASON: PLANTED BETWEEN 1 MARCH AND 31 AUGUST
i. OWNER - PROJECT MANAGER AND ENVIRONMENTAL MANAGER;
OF THE FENCE. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC
65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA), OR FOX TAIL
ii. JACOBS ENGINEERING GROUP (JEG) -PROJECT ENGINEER;
IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE
MILLET (BRACHIARIA RAMOSUM)
GROUND.
iii. CONTRACTOR - SITE SUPERINTENDENT AND ALL INDIVIDUALS RESPONSIBLE FOR
INSPECTIONS, MAINTENANCE AND REPAIRS;
3.
DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED.
iv. NCDEQ AND NEW HANOVER COUNTY - SITE INSPECTORS (IF REQUIRED).
4.
TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS,
MULCHING
WASHOUTS, AND HEALTHY GROWTH.
c. SITE SUPERINTENDENT PROVIDES TRAINING TO ALL PARTIES RESPONSIBLE FOR
STRAW MULCH: 4,000 POUNDS PER ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH
INSPECTIONS, MAINTENANCE AND REPAIRS.
5.
MAINTAIN THE ON -SITE RAIN GAUGE & DATA. STORMWATER INSPECTION LOG SHEETS SHALL BE
NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED
2. INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN INCLUDING CONSTRUCTION
MAINTAINED ON -SITE IN ACCORDANCE WITH THE STORMWATER DISCHARGE PERMIT. THE NCG01000
ASPHALT SHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK
PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL THE INSPECTOR HAS DEEMED THE
IN COLOR.
ENTRANCE(S), SILT FENCE, INLET PROTECTION, DIVERSIONS, AND SKIMMER SEDIMENT BASIN.
SITE COMPLETED STABILIZED. INSPECTIONS RECORDS TO BE PROVIDED TO THE OWNER UPON PROJECT
3. CALL FOR ONSITE INSPECTION BY OWNER AND AUTHORITIES HAVING JURISDICTION AND OBTAIN
COMPLETION,
HYDROSEEDING: HYDROSEEDING SHALL ONL YBEALLOWABLE ON SLOPES STEEPER THAN 1
APPROVAL TO PROCEED.
HOR20NTAL TO 1 VERTICAL. STEPS 1 THROUGH 4 MUST BE COMPLETED PRIOR TO
6.
THE CONTACT PERSON IS REQUIRED TO MAINTAIN A LOG OF SELF -INSPECTIONS PER REQUIREMENTS AS
HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN TWO APPLICATIONS. THE FIRST
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, SLOPES
9
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
N 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
C� SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
17—, ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
SF —SF —SF
SEO
4. PERFORM SELECTIVE DEMOLITION AND UTILITY RELOCATIONS AS APPROPRIATE IN THE
OUTLINED IN NCG01000 PERMIT. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
APPLICATION WILL CONSIST OF 1/3 OF THE MULCH AND 2/3 OF THE SEED AND THE SECOND
VEGETATIVE COVER
INSTALLATION SEQUENCE FOR EACH AREA OF WORK.
AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY
APPLICATION WILL CONSIST OF 2/3 OF THE MULCH AND 1/3 OF -THE SEED. THE MULCH WILL
FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION PROVIDES
APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS WITH 72
INCLUDE A TACKIFIER AND WILL BE APPLIED AT A RATE OF 2,000 POUNDS PER ACRE OR THE
THE MOST PRACTICAL METHOD OF DUST CONTROL.
5. BEGIN SITE GRADING, UTILITY, AND OTHER IMPROVEMENT INSTALLATION. PROTECT ANY
HOURS OF THE REQUEST.
MANUFACTURER'S RECOMMENDATION, WHICHEVER IS HIGHER
UNFINISHED STORM DRAIN PIPE ENDS UTILIZING PLYWOOD AND GRAVEL PIPE END PROTECTION
MULCH
AT THE END OF EACH DAYS WORK AND PRIOR TO ANY RAINFALL EVENTS. DO NOT PLACE SAND
7. THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR
WHEN PROPERLY APPLIEDMULCH OFFERS A FAST, EFFECTIVE MEANS OF
IN THE SAND FILTERS OR CONVERT THE SEDIMENT BASIN TO A DRY POND UNTIL THE SITE HAS
INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND
MAINTENANCE DURING ESTABLISHMENT PERIOD
, ►► ►► TD ►► 0-0-
CONTROLLING DUST.
BEEN FULLY STABILIZED.
MAINTENANCE REPORT.
MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING EMBANKMENTS AND DITCHES
6. MAINTAIN ALL EROSION CONTROL DEVICES AS NEEDED THROUGHOUT CONSTRUCTION,
8. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING
FROM SURFACE EROSION; MAINTAINING EROSION CONTROL MATERIALS AND MULCH; PROTECTING
INSTALLED AREAS FROM TRAFFIC; MOWING; WATERING; AND POST -FERTILIZATION,
MAINTENANCE
FROM THE SITE SUPERINTENDENT: THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE
MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS
7. INSTALL AND MAINTAIN GROUND COVER AS SHOWN ON THE STABILIZATION TIMEFRAME
PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD
UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
SCHEDULE SHOWN ON THIS SHEET.
WORKING ORDER,
MOWING
A. TURF AREAS: TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH HEIGHT WHEN THE TURF
8. COMPLETE GRADING AND SITE IMPROVEMENTS. APPLY PERMANENT SEEDING AS REQUIRED. 9. GROUND STABILIZATION: SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE IS A MAXIMUM 4 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT CUT
NOTE: ALL OPEN AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AT A MINIMUM, LAND -DISTURBING ACTIVITIES HAVE, TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE PREVENTS SUNLIGHT FROM REACHING THE GROUND SURFACE.
BE PERMANENTLY SEEDED. FOLLOWING SCHEDULE: B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE MOWED TO A MINIMUM 4
INCH HEIGHT WHEN THE PLANTS ARE A MAXIMUM 8 INCHES HIGH. CLIPPINGS SHALL BE
9. COMPLETE SAND FILTER AND DRY POND INSTALLATION. REMOVE SKIMMER AND INSTALL A. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND
INVERTED SIPHON ON OUTLET STRUCTURE. 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION SURFACE.
10.CALL FOR ON -SITE MEETING TO OBTAIN APPROVAL FOR REMOVAL OF TEMPORARY EROSION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS lAVEL
FROM THE LAST LAND -DISTURBING ACTIVITY. POST -FERTILIZATION
CONTROL MEASURES AND STABILIZE THESE AREAS. —
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN THE DATES OF APRIL 15 AND
EROSION CONTROL NOTES
WITH GROUND COVER AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM OCTOBER 15, APPLY 425 POUNDS OF FERTILIZER PER ACRE.
THE LAST LAND -DISTURBING ACTIVITY. rn
_< _..... ..._...... w
:
_.. r — TEMPORAR .
.:.... _ »...... _ PORARY R NT B 1 r
..........
- CLASS B RIPRAP
SEDIME
3
4MIN.)- t\ - --- 2 4
LOPE
0
W x 18 Th.,
, , 2 � x 12 . zn
SSr
OLUME PROVIDED 53,637 CF ELE 12.0
a7
-.,....._.. ,`f • Q10 (CFS) - C x i10 x A 0.5 x 7.23 IN/HR x 9.0 AC = 32.5 CFS _._... _._... ... - - Th , MIN )
As SURFACE AREA REQUIRED = 435 SF/CFS=14,137 SF
...... • SURFACE AREA PROVIDED = 21,728 SF @ ELEV 12.0
• MIN. L/W RATIO = 2:1 ; MAX. L/W RATIO = 6:1
EROSION CONTROL PLAN L/W
Al
1" = 40' MINIMUM DEPTH = 2 FEET
• DEPTH PROVIDED = 3 FEET
• USE 3" SKIMMER WITH 3" HEAD
TEMPORARY SILT FENCE
DETAIL A2, DRAWING CS712
TEMPORARY SILT FENCE OUTLET
DETAIL C1, DRAWING CS712
TEMPORARY CONSTRUCTION ENTRANCE
DETAIL D1, DRAWING CS712
INLET PROTECTION
CATCH BASINS (PAVED AREA) - HIGH FLOW SILT SACK WITH OVERFLOW SLOTS
DROP INLETS, (PAVED AREA) - HIGH FLOW SILT SACK WITH OVERFLOW SLOTS
DROP INLETS (UNPAVED AREA) - BLOCK AND GRAVEL INLET PROTECTION WITH HIGH
FLOW SILT SACKS WITH OVERFLOW SLOTS
RIPRAP APRON
DETAIL A3, DRAWING CS712
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
TEMPORARY SLOPE DRAIN
DETAIL Al, DRAWING CS712
SEDIMENT BASIN DRAINAGE AREA BOUNDARY
/ FF
CLASS'B' RIPRAP
(201 x 14'W x 18" Th., MIN.)
501 North Broadway, Saint Louis, Missouri 63102
REV
DESCRIPTION
DATE
1
PERMITTING
07/11/17
2
NCDEQ COMMENTS
07/18/17
Key Plan:
IScales:
0 40' 80' 120'
Mimi
1 "=40'
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
EROSION CONTROL PLAN
IV
JUL °9"
N
B®
PERMIT SUBMITTAL
Date: 03 APRIL 2017
Designed: JEG
Drawn : JEG
Checked: TJW
Drawing No.:

i. A
C
1
31
2" - ASPHALT CONCRETE 3" -ASPHALT CONCRETE
6" - PORTLAND CEMENT CONCRETE SURFACE COURSE TYPE SF9.5A SURFACE COURSE TYPE SF9.5A
10" - COMPACTED AGGREGATE (PCC) 6" -COMPACTED AGGREGATE 8" - COMPACTED AGGREGATE
BASE COURSE (ABC) 4" - COMPACTED AGGREGATE BASE COURSE (ABC) BASE COURSE (ABC)
COMPACTED SUBGRADE
(REFER TO NOTES)
NOTES:
1. PRIOR TO PLACING BASE MATERIALS, THE SUBGRADE SOIL SHALL BE
PREPARED PER GEOTECHNICAL REPORT. FILLS MATERIALS WITHIN
PAVEMENTS AREAS SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES
AND COMPACTED TO A MIN. 98% OF THE SOIL'S STANDARD PROCTOR (ASTM
D 698) MAXIMUM DRY DENSITY.
2. COMPACTED AGGREGATE BASE COURSE (ABC) SHALL BE COMPACTED TO
A MIN. 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557).
AGGREGATE PAVEMENT
D1
NOT TO SCALE
CS200
:D 1)
21-611
1-011
2 6
R=1/2"
R=3
1/2" FT
C.0
C-ObfPACTED AGGREGATE
BASE COURSE (ABC)
NOTES:
1 CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (A 151
SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. 1/2" EXPANSION JOINT EVERY 50'.
4. FINISH ALL CONCRETE WITH CURING COMPOUND.
CONCRETE CURB AND GUTTER
NOT TO SCALE
CS200
AC PAVEMENT
517011
A
v
CONCRETE TO AC PAVEMENT TRANSITION
" ° f NOT TO SCALE
CS200
4/011
CONTRACTION JOINT
EXPANSION JOINT
CONCRETE SIDEWALK JOINTS
r' % NOT TO SCALE
CS200
JOINT SEALER
PREMOULDED EXPANSION
JOINT FILLER CONFORMING TO
ASTM D1751 OR D1752
BASE COURSE (ABC)
Ile
COMPACTED SUBGRADE COMPACTED SUBGRADE COMPACTED SUBGRADE
(REFER TO NOTES) (REFER TO NOTES) (REFER TO NOTES)
NOTES: NOTES: NOTES:
1 PORTLAND CEMENT CONCRETE SHALL BE MIN. 4000 PSI COMPRESSIVE STRENGTH. 1. PRIOR TO PLACING BASE MATERIALS, THE SUBGRADE SOIL SHALL BE 1. PRIOR TO PLACING BASE MATERIALS, THE SUBGRADE SOIL SHALL BE
PREPARED PER GEOTECHNICAL REPORT. FILLS MATERIALS WITHIN PREPARED PER GEOTECHNICAL REPORT. FILLS MATERIALS WITHIN
2. PRIOR TO PLACING BASE MATERIALS, THE SUBGRADE SOIL SHALL BE PREPARED PER PAVEMENTS AREAS SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES PAVEMENTS AREAS SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES
GEOTECHNICAL REPORT. FILLS MATERIALS WITHIN PAVEMENTS AREAS SHALL BE AND COMPACTED TO A MIN. 98% OF THE SOIL'S STANDARD PROCTOR (ASTM AND COMPACTED TO A MIN. 98% OF THE SOIL'S STANDARD PROCTOR (ASTM
PLACED IN LIFTS NOT EXCEEDING 8 INCHES AND COMPACTED TO A MIN. 98% OF THE D 698) MAXIMUM DRY DENSITY. D 698) MAXIMUM DRY DENSITY.
SOIL'S STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY.
1
2. COMPACTED AGGREGATE BASE COURSE (ABC) SHALL BE COMPACTED TO 2. COMPACTED AGGREGATE BASE COURSE (ABC) SHALL BE COMPACTED TO
3. COMPACTED AGGREGATE BASE COURSE (ABC) SHALL BE COMPACTED TO A MIN. A MIN. 98% OF MODIFIED PROCTOR MAXIMUM DRY DIENSITY (ASTM D 1557). A MIN. 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557).
98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557).
4. CONCRETE PAVEMENT IN THE RECEPTACLE ENCLOSURE AREA SHALL REINFORCED
WITH 6" x 6" -10 x 10 WWF.
C(�NCRETE PAVEMENT ASPHALT PAVEMENT LIGHT DUTY ASPHALT PAVEMENT DUTY
0D3 D4
NOT TO SCALE
CS200 CS21 0
NOTES:
1 CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 101 INTERVALS. (A 151
SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. 1/2"' EEXPANSION JOINT EVERY 50'.
4. FINISH ALL CONCRETE WITH CURING COMPOUND.
NOT TO SCALE
CS21 0
r) A f% I/ r- t% 1 1 r1l r)
ur%v #[\%if vuiou
SCORE FULL WIDTH OF
CURB AND GUTTER
FDGF OF PAVFMFNT
CONTRACTION JOINT
TOP OF CURB
SECTION
U.NCRETE CURB CURB TERMINAL
CC2 C2
NOT TO SCALE C3 NOT TO SCALE
CS200 CS200
NOTES:
1 PLACE ISOLATION JOINTS WHERE CONCRETE PAVEMENT BUTTS AGAINST
EXISTING OR NEW STRUCTURE, PADS AND WALKS.
2. FOR PAVEMENT WITH D<8" USE 3/4" DIA. x 16" LONG DOWELS.
3. TRANSVERSE CONSTRUCTION JOINTS SHALL BE LOCATED AT A MINIMUM
DISTANCE OF 10' FROM THE NEAREST TRANSVERSE CONTRACTION JOINT.
JOINT SHALL BE PERPENDICULAR TO PAVING LANE.
4. IT IS CRITICAL THAT DOWELS BE POSITIONED IN PLACE PARALLEL TO THE
PAVEMENT SURFACE AND PAVING LANE DIRECTED TO AVOID FUTURE
CRACKS IN THE CONCRETE PAVEMENT. THE ENDS OF THE DOWELS SHALL
NOT DEVIATE MORE THAN 1/8" FROM, THE PARALLEL IN 8" LENGTH,
5. SAWCUT JOINTS WITHIN 12 HOURS OF CONCRETE PLACEMENT.
ISOLATION JOINT
1/4
EPDXY COATED SMOOTH DOWEL -
SAWED JOINT, SEE NOTE 5
AT 1211 OC (SEE NOTES 2 AND 4)
WITH BOND BREAKER COATING
CN�
-----------
811 1 8
TRANSVERSE CONTRACTION JOINT
EPDXY COATED SMOOTH DOWEL- R=1/8" BOTH SIDES
AT 1211 OC (SEE NOTES 2 AND 4)
WITH BOND BREAKER COATING
2!!
BUTT JOINT
8 8"- FORM BY
BULK HEAD
TRANSVERSE CONSTRUCTION JOINT
CONCRETE PAVEMENT JOINTS
NOT TO SCALE
CS200
1/2 x 1/2" CONT SEALANT
JOINT SEALER
1,2" PREMOLDED
EXPANSION JOINT FILLER
-011
2
6 11-61f
R=1/8" BOTH SIDES
#5 x 3' LONG EPDXY
1/8" SAWED JOINT, SEE NOTE 5
COATED DEFORMED
BARS AT 30110C
CN
18 18
LONGITUDINAL CONTRACTION JOINT'
#5 x TLONG EPDXY COATED
11S
DEFORMED BARS AT 30 0C R=1/8" BOTH SIDE
of '
18 18
LONGITUDINAL CONSTRUCTION JOINT
NOT TO SCALE
CS200
21-01
FENCE POST
DRAIN DIRECTION TO MATCH
FINISHED
ADJACENT GRADE AT 1/4" FT
GRADE
3:1 MAX.
T­7-
4" THICK CONCRETE,
REFER TO NOTES BELOW
4" -COMPACTED AGGREGATE
BASE COURSE (ABC) TO A MIN,
98% COMPACTION
BITUMINOUS OVERLAY
NOT TO SCALE
CS200
3" - ASPHALT CONCRETE
SURFACE COURSE TYPE SF9.5A
12" MIN. COMPACTED
SUBGRADE
E_
.. . ..... ..
12
12
-TRENCH WIDTH
12 11 12
NOTES:
CONCRETE FOOTING
NOTES: 1. THE FINAL VOF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY
EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL
1 CONCRETE SHALL BE 3500 PSI.
IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
2. PROVIDE TOOLED JOINTS AT 6-0" O.C. MAXIMUM AND SEALANT AT ALL JOINTS. 2. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
EXPANSION JOINTS SHALL BE PLACED AT 20'INTERVALS.
3. THE SAME DEP'rH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED,
3. FENCE POST IN CONCRETE FOOTING SHALL BE INSTALLED BEFORE MOW STRIP
BUT IN NO, CASE SHALL THE ASPHALT BE LESS THAN 3" THICK. THE ASPHALT
IN PLACED. PAVEMENT, MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND
ROLLED WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH,
CONCRETE MOW STRIP ASPHALY PAVEMENT PATCH
C4 C5
NOT TO SCALE NOT TO SCALE
CS200 CS200
4" - PORTLAND CEMENT CONCRETE
(PCC) BROOM FINISH
611 x 6" - W2.9 x W2.9
1
VARIES WELDED WIRE MESH
1/4"R REFER TO PLAN
if 2% MAX.
4"
- COMPACTED AGGREGATE BASE
COURSE (ABC) TO A MIN. 98% COMPACTION
COMPACTED SUBGRADE
STANDARD SECTION
4" - PORTLAND CEMENT CONCRETE
(PCC) BROOM FINISH
6 x 6" - W2.9 x W2.9
VARIES
VARIES WELDED WIRE MESH
REFER TO PLAN REFER TO PLAN
PAVEMENT
7'
2% MAX.
4" - COMPACTED AGGREGATE 1:1
BASE COURSE (ABC) TO A
COMPACTED SUBGRADE 811 811 MIN, 98% COMPACTION
8" MIN
COMPACTED SUBGRADE 1 "0 SMOOTH
BELOW .
DOWEL AT 121, O.C.
1 7
SIDEWALK ABUTTING PAVEMENT SECTION
CONCRETE SIDEWALK
NOT TO SCALE
CS200
NOTES:
1. MINIMUM 3000 PSI CONCRETE.
2. SEE PLANS FOR JOINT SPACING AND SLOPES.
3. WELDED WIRE MESH (WWM) SHALL BE PLACED IN THE UPPER ONE THIRD OF
THE SLAB. NO WWM SHALL BE VISABLE AT THE SURFACE. DOWELS SHALL BE
PLACED IN THE CENTER OF THE SLAB.
4. DOWELS THAT ARE PLACED INTO DRILLED CONCRETE SHALL BE INSTALLED
WITH BONDING MATERIAL.
5. COMPACTED SUBGRADE SHALL BE COMPACTED TO MODIFIED PROCTOR 95%
MAX. DRY DENSITY AT OPTIMUM MOISTURE CONTENT
4" - PORTLAND CEMENT CONCRETE
(PCC) BROOM FINISH
F 6 x 6" - W2.9 x W2.9
WELDED WIRE MESH
EXPANSION JOINT, TYP
/ 12►
SIDEWALK AT DOORWAYS
BUILDING SLAB
FOUNDATION
:BS
501 North Broadway, Saint Louis, Missouri 63102
DISCLAIMER
ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT.
RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO
THIS PROJECT IS DISCLAIMED
REV DESCRIPTION DATE
Scales:
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
CIVIL
SITE DETAILS
Date: 03 APRIL 2017
Designed:
JEG
Drawing No.:
Drawn
JEG
Checked:
TJW
!CS700

I ® 2 ® 3 4
DRAWING NOTES: 63'-9"
1. RAMP IS DESIGNED FOR A 58,200 LB BRADLEY TRACKED 194 -9►4 _ 11 ►-044 11 4-0.4 41/ 11 i-0-44 11 ►-044 LOADING DOCK RUBBER BUMPER
....VEHICLE.........
/A3 A4
S70
2. 28 DAY CONCRETE COMPRESSIVE STRENGTH, fc, SHALL S70
BE4500PSI. ---------------- ---------- --------- ----
3.
REINFORCING STEEL SHALL BE ASTM A615 GRADE 60
DEFORMED BARS. HORIZONTAL REINFORCING BARS IN
OUTSIDE FACE OF WALLS SHALL BE CONTINUOUS AT
CORNERS. BARS IN INSIDE FACE SHALL CROSS 900 AT
CORNERS.
co
1
4.
FILL MATERIAL SHALL BE IN ACCORDANCE WITH
SPECIFICATIONS, "EXCAVATION, FILLING AND
BACK -FILLING FOR BUILDINGS."
5.
CJ REFERS TO CONTROL JOINT
D
6.
ALL REBAR SHALL BE EPDXY COATED TO ASTM A 775/A
775M PER SPECIFICATIONS.
7.
ALL STEEL HARDWARE SHALL BE GALVANIZED.
8.
BOTH RAMPS SHALL HAVE TRANSVERSE BROOM FINISH. �-
9.
REFER TO DETAIL A3/S-501 FOR CONSTRUCTION AND
CONTROL JOINTS OF WALLS AND FOOTINGS.
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CS210
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SEE CONTROL BEGIN VERTICAL CURVE I
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LOW RAMP ELEVATION
NOT TO SCALE
CS703
1" DIA x 18" SMOOTH DOWELS
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l
6' ` % NOT TO SCALE
11
CS703
TOOL W/ 1/8" RADIUS
& FILL W/ SEALANT. t
EXTER FACE
T = SLAB THICKNESS.
E
INTER FACE
STOP REINF 2" TO
EA SIDE OF CJ.
CONTROL JOINT AT SLAB
20'
/01
END VERTICAL CURVE
1 %SLOPE 2" DIA WEEPHOLES,
BOTH SIDES OF RAMP.
WEEPHOLE SPACING -
TYPICAL BOTH SIDES
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all
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• HOOK EACH END
FOUNDATION TIE SECTION
FOUNDATION TIE SECTION
NOT TO SCALE
CS703S-7-0033'
TYPICAL AT B5 )A4
FOUNDATION TIE s70 s7o
CURB BEYOND
#4 @ 12" OC EACH
WAY TOP HOOK EACH
END AND #6@12"OC
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CONT. GALV. L8X8/1/2 WITH
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STAGGER EACH LEG AT 8" OC
44—NT EACH FACE
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4 A 44 1244 24.0►4
3
.40 �} --_ - #4 @ 12" OC
41
#4 @ 12" OC CONT
TOP AND BOTTOM
RAMP END WALL SECTION & DOCK
NOT TO SCALE
CS703
#4#4 @ 12" OC EACH
WAY TOP HOOK EACH
END AND #6@12"OC _'
EACH WAY BOTTOM (.0
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CS200
614 #4 @ 12" OC EACH WAY TOP
CONT #4 HOOK EACH END AND #6 @
12" OC EACH WAY BOTTOM
0
• 12- 2
#4 @ 12" OC
0
• #4 @ `2' OC CONT EACH FACE
#4 @ 12" OC CONT
• EACH FACE
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#4 @ 12" OC
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TOP AND BOTTOM
14'-9"
1 CHAMFER ON ALL
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KTffill
15'-3"
6"x6°"CURB
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5
0 2.5' 5' 10, 20' 30''
1"=10'
nrr nn l^5703 FOR
IAL INFORMATION
►WN
NOTE: WALL AND FOOTING REINFORCING NOT SHOWN
MIDDLE WALL SECTION TIE
NOT TO SCALE
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ADDITIONAL
INFORMATION NOT
SHOWN
(2) #6 CONT
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SIDEWALL SECTION &TIE
NOT TO SCALE
CS703
6" 2'-011 #4 @ 12"OC EA WAY CURB BEYOND
1" CHAMFER, TOP REINFORCING
TYP BOTH SIDES I #4 @ 12" OC EACH WAY
#4 CONT. HOOK EACH END TOP REINFORCING
#4@12" i HOOK EACH END
o 1010
f-
2" DIAMETER
WEEPHOLE, #6@12" OC EACH
uj
X SCHED 40 WAY BOTTOM
PVC PIPE.
CONT. GALV. L8X8/1 /2
AGGREGATE, WRAPPED ���I`�`I� 3i'4�° DIA X 8" LONG
/77 Ix
2'-0" WITH FILTER FABRIC. HEADED STUDS AT 16" OC #5 @ 12" #6 @ 12" OC EACH
#4 @ 12" OC #5@12°' OC VERT IN EACH LEG, STAGGER — —EACH FACE — — WAY BOTTOM
CONT EA FACE. WALL & HORIZ IN FTG. EACH LEG AT 8" OC •
2'-0" 12" 3'-4" #4 12" OC MAX SPA. #5 @ 12" TYP.
_
TOP AND BOTTOM TURNDQWNREINF.--"-------
_ _ — — — — — 8►, (2)#6 CONT
100,
GV
#4@12"OC
RAMP SIDEWALL SECTION
NOT TO SCALE
CS703
RAMP TURN DOWN SECTION
NOT TO SCALE
CS703
s y;r5�k
5 yy
7
x
DISCLAIMER
ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT:
RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO
THIS PROJECT IS DISCLAIMED
Key Plan:
Scales:
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
CIVIL
SITE DETAILS
Date: 03 APRI L 2017
Designed: JEG Drawing No.:
Drawn : JEG
Checked: TJW CS703
BID FINAL SUBMITTAL.

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Cn O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
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H z --� = A ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" {IN.} {IN.} {SQ. IN.)
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'
840.52 840.52
FRAME AND GRATES
STD. NO.
TRAFFIC BEARING
840.37
NONTRAFFIC BEARING:
840.22
840.24
840.20
840.29
840.33
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NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
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CONCRETE
BAR
SIZE
LENGTH
QUANTITY
WEIGHT
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39.9
B
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16
54.9
C
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38.9
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97.3
REINF. STEEL TOTAL WEIGHT LBS.
327.2
GONCRETE IN WSE UBIC YARD
0.56
GONCREJE IN WALLS (CUBIC YARDS)0.92
ONCRETE TOTAL CUBIC YARDS
1.48
CONC. CUBIC YARDS IN WALL FOOT OF HEIGHT
0.35
LBS. OF REINF. STEEL IN WALL FOOT OF HEIGHT
94.9
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PRICE FOR "MASONRY DRAINAGE STRUCTURE".
0
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SHEET 2
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4" OUTLET PIPE C0 Z Q
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Cn O
r2i$rr 13/$►r 94n Cl�
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Lu 0
END ELEVATION VIE{ `_
THE CONCRETE PAD CONSISTS OF 0.137 CUBIC
YARDS OF CLASS "B" CONCRETE.
EET 1 OF 1
816.01
R
50
1 Broady,
wa Saint Louis, Mi
ssouri
ri 63102
DISCLAIMER
ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT.
RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO
THIS PROJECT IS DISCLAIMED
Key Plan:
Scales:
NC Engineering Firm License No. F-0287
NC Architectural Firm No. 50757
Drawing Title:
STORM DRAINAGE
DETAILS
Date: 03 APRIL 2017
Y:
Designed: JEG Drawing No.:
Drawn : JEG
CS71 0
Checked: TJW
BID FINAL SUBMITTAL

2
D
rA
M TOP OF FILL TOP OF FTI-J TOP OF FILL 0
r- -n (f) GROUND LINE GROUND LINE H GROUND LINE
55
fit //7/ Ill
COMPACT AFTER COMPACT AFTER Uj
PIPE IS PLACED PIPE IS PLACED (j) 0
& PRIOR TO & PRIOR TO CC
TYPE IV
PLACEMENT OF PLACEMENT OF <
> FILL. ENGINEERING it FILL Cn Cc
FABRIC
NOT LESS CL
NOT LESS THAN 6" O0, + 31 NOT LESS THAN 6" LI/2 "' PER FOOT OF 1H'
BUT NOT LESS THAN 12'
NORMAL EARTH FOUNDATION ROCK FOUNDATION Az>u!RECTED BY ENGR,
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL 70P OF FILL TOP OF FILL z
M CC
GROUND LINE GROUND LINE
M WA - ij­ ii= �-q
—PIPE IS PLACED
PRIOR TO Uj
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M PIPE IS PLACED NOT LESS THAN 6" FILL < M
PLACEMENT OF I.D./6 MIN L AS DIRECTED z F-4 �-­I!
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M ­4 -NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORP THAN 24'UNSUITABLE MATERIAL FOUNDATION U-
z PIPE ABOVE GROUND
GENERAL NOTES: -j
> -n DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS CD
g I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. z
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Uj
z H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS 11, TYPE 1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT, APPROVED SUITABLE LOCAL MATERIAL.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFTIA,, UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS 111, OR CLASS 11, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPC SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING, ENCAPSULATE
SHEET I OF 3 UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3
`
'
^
^
`
,, ". ^ ,.^. l�
_-Z� NY|N.-�-^ N1|N
| � i
' COMPACTED
STEEP EEP CUT
FILL SLOPE ~-
l� `~
-~�-- 21 SLOPE (MAX)
' -STABILIZE DIVERSION DITCH WITH TEMPORARY
[>N SEEDING AND EROSION CONTROL NETTING (DOUBLE
STRAW MATT »0.85#/SF SHEAR STRENGTH).
UPGLOPET0E
POSITIVE GRADE 5.0% MAX.
SIDE SLOPES
21 (MAX) ------'
STEEP CUT OR FILL SLOPE
PLAN VIEW
GENERAL NOTES:
1. DIVERSION TO BE USED TO CONVEY SEDIMENT LADEN WATER INTO AN APPROVED EROSION AND SEDIMENT CONTROL BMP.
1 IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE ISSUANCE OF
A CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF DRAINAGE.
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGE AREAS 5 ACRES OR LESS.
4. MINIMUM LONGITUDINAL SLOPE OF DIVERSION SHALL BE 0.3%.
5. DEPTHS SHOWN SHALL BE FINAL AFTER SETTLEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING DITCHES IN FIELD TO
MEET DESIGN CRITERIA IF SETTLEMENT OCCURS.
8. REFER TOSKIMMER BASIN DETAIL FOR DIVERSION DITCH/SKIMMER BASIN ENTRANCE.
CONSTRUCTION SPECIFICATIONS
-
`
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUGH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3, ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. AR" U1 'Dif R&ONBT0 PERIVTT ' -GRADi|���0LEAN"`0LJ7
5. VEGETATE THE RIDGE AND CHANNEL IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30
WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS DAILY AND REPA|R, AS NECESSARY AND FOLLOWING EVERY RAINFALL EVENT OF GREATER THAN 1/2"
WITHIN A 24HR PERIOD. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK
OUTLETS AND MAKE TIMELY REPAIRS A8 NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND
THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
|
NOT TO SCALE
CS.~.
� =~.
~+
���wmn
� ++��DO
� . C:) ..°
� nm�� ��
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�~ ,
fir, M
� ��~^_� - -.
^ L..,r-
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| EC �
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FLEXIBLE PIPE
Round Corruaated
­­­ ........... . .. ... ..
Steel Pipe
. ...... . .. . .. .... ........... .. . .. ..... . ..... ...
Diameter
Minimum cover
Maximum Height
of Cover (feet)
on
>
* (Maximum
fill)
20' for pipe
diameters s
24"
M
PVC * (Minimum
fill)
2' for pipe
diameters >
12"
and 36"
* (Maximum
fill)
30' for pipe
diameters 21
12"
and 36"
03
>
FILL HEIGHT IS MEASURED
FROM THE TOP OF
THE PIPE
r-
*
TO THE BOTTOM OF THE
PAVEMENT STRUCTURE
>
-n
RCP (Minimum
fill)
1' for Class
IV & CLASS
V
2' for Class
III & Class
II
(Maximum
fill)
10' - Class
II pipe
30' - Class
IV pipe
(For fills > 40'
& < 80'
use LRFD Direct Design Method)
3
FILL HEIGHT IS MEASURED FROM
THE TOP OF
THE PIPE
SHEET
3 OF
300.01
TO THE BOTTOM OF THE
PAVEMENT STRUCTURE
EXISTING SLOPES
VARIES
NOTE: REMOVE SEDIMENT ACCUMULATION
- ----- ------ FROM BEHIND CHECK DAMS TO PREVENT
0.76MIN DAMAGE TO CHANNEL VEGETATION, FLOW
SHOULD BE MAINTAINED THROUGH THE M.
C� KEYED RIP RAP
#5 WASHED STONE
� � =r-
FRONTV�W �n^ 1.5'TOP ELEVATION OF STORMWATER 0,64
`
FILTER FABRIC 1.01
_
2 MAX.
~'~'E | =a
_
�VNQ - FILTER
-'
�^
~`°wv --�__
- - STEP SEQUENCE CLASS BRIP-RAP `
' SIDE VIEW
CONSTRUCTION SPECIFICATIONS
1. PLACE STONE TOTHE LINES AND DIMENSIONS NTHE PLAN ONAFILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST �JNCHES BELOW NATURAL GROUND LEVEL WHERE THE
DAM ABUTS THE CHANNEL BANKS,
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND
THE ENDS DFTHE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE
SAME A8THE TOE ELEVATION OFTHE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE
EROSION.
8. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM |8STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK
DAMS, ARE NOT SUBJECT TODAMAGE ORBLOCKAGE FROM DISPLACED STONES. -_-_-_-
INSPECT CHECK DAMS AND CHANNELS DAILY AND REPAIR, ASNECESSARY FOLLOWING EVERY
RAINFALL EVENT OF GREATER THAN 1/2" WITHIN A 24HR PERIOD. CLEAN OUT SEDIMENT, STRAW,
LIMBS, OROTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A
PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND
PAVED CHANNELS),
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS A8NEEDED TOPREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TOMAINTAIN DESIGN HEIGHT AND CROSS SECTION.
Round Corrugated
Aluminum Pipe
Diameter
Minimum cover
Maximum Height
of
Cover
(feet)
27
12
en
ea
123
151
30
12
60
oo
111
136
36
12
mo
71
e2
113
42
12
60
78
e6
60
12
no
eo
86
12
51
72`
12
41 \
^FOR DIFFERENT C0nnuGATzomS AND ARCH Pzps8 REFER TO
ROADWAY osozGm MANUAL on mAmuFACTunsna ePsozFzCATzow.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
cSP - AASnTD M86
cA«p'AASHTO w1e6
nnpE ^AASHTO M294
PVC ' ASTm r949 or /w\SxTo m304
mnrES/ FILL xszG*To SHOWN WERE CALCULATED USING
Am5xTo LnFo BRIDGE oESzQw SpeOzrzCATzowS
.1' MINIMUM covsn FOR ALL nzoE onAzw pzps
IN ACConoxwCs WITH THE STANDARD apsCzpzCATzowa
IGID PIPE
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
�
`
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED uSzwo
/AASHTO Lmpo BnzoGc osSzow aPsczrzoATzowa
I' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
JEET 3 Of 3
300 01
PERMIT SUBMITTAL
501 North Broadway, Saint Louis, Missouri 63102
DISCLAIMER
FOR THE PURPOSE QF AUTTIFNTP7WTINK7
RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO
THIS PROJECT IS DISCLAIMED
ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
REV DESCRIPTION DATE
Key Plan:
/ ',CEngineering Firm License No, ' -"2"'
NC Architectural Firm No. 50757
Drawing Title:
i STO"'R11.1
�"���\�J�/�'�� ��F�y�|��������
| DETAILS
Date: 03APRIL 2017
Designed:
jEG
Drawing No.:
DyaW/8
JEG
| C�=� � 1 I
Checked:
Tj\�

? T2 T3 T4 T 5
S
4' MIN. SILT FENCE GENERAL NOTES:
1. DRIVE 5 STEEL- POST AT LEAST 24 INTO SOLID -GROUND. 501 North Broadway, Saint Louis, Missouri 63102
- ,iI, �. . .� - � � . .. - /. - , , -�k 2. USE STAPLES 1' APART HORIZONTALLY AND VERTICALLY TO
CONSTRUCTION SPECIFICATIONS ATTACH THE FILTER FABRIC TO THE WIRE FENCE.
��e1 3. MINIMUM BAFFLE SPACING IS 10.
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS
:..,
Concrete° SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE 4. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND ��
BE SEEDED IMMEDIATELY AFTER THE BASIN
:. .
AT LEAS
- Im _ O M '
. .. % �T
T 2 INCHES
TOP F SILT FENCE
CPDM SECTION 65 FOR ADDITIONAL
0 0 SL
BELOW THE CREST OF THE STORM DRAIN PLACE THE BOTTOM I
IN REFER TO NCES #6
...
'''
..
b a SPECIFICATIONS
MUST BE AT LEAST 1'..
:.: ..: :" :. :'
ABOVE THE TOP OF .. <. -TS WHEN -1 .* € I
ROW OF BLOCKS AGAINST THE EDGE OF
FOR
TERAL
T AND TO
THE WASHED STONE `' . ...'% .. € �� .. OVERFLOW OCCURS. IF NEEDED AVOID D LATERAWASHL SUPPORT TO &MIME* °� .
ri_' PLACING 2 WOOD STUDS °
....,. X 4
h
:..::.• M11_.. r
SUBSEQUENT ROWS BY PLAC S
1-1
7 � �:v ERE RAINFALL MAKE ANY � I t x ,1
2 MESH �AIdILN�NS � o REQUIRED REPAIRS IMMEDIATELY. E " I- - N\ \N,
THROUGH BLOCK 0 ENIN INSPECT BAFFLES DAILY AND AFT EACH
CAREFUL FIT HARDWIRE CLOTH OR COMPARABLE WIRE M OF
' WITH 1/2YINCH OPENINGS OVER ALL BLOCKOPENINGSTO INLET CEARE/o //III,
_ U ELY
SURFACE AREA
HOLD GRAVEL IN PLACE. INSPECT SKIMMER DAILY. REPAIR AS NECESSARY. o BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE
FRONT,. ,,,.VIEW II
) INLET ZONE 25 OF
BAFFLE P A DECOMPOSE,OR BECOME
BURY WIRE FENCE,
k. 3. USE CLEAN GRAVEL, 3/4 TO 1 INCH IN DIAMETER, PLACED 2 TRASH: IF THE INLET SCREEN CLOGS AND THERE IS WATER IN THE BASIN SURFACE AREA FABRIC OF , E LE CT PROMPTLY.
TEAR,
FILTER FABRIC, ' z ` INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR TUGGING ON THE ROPE SEVERAL TIMES WILL USUALLY WASH THE TRASH OFF AND INLET ZONE 25%OF INEFFECTIVE, REPLACE IT PROMPTLY.
AND HARowARE FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT 57 WASH RESTORE FLOW. IF NOT, PULL THE INLET TO THE SIDE OF THE BASIN AND USE T SURFACE AREA
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO
CLOTH IN TRENCH -a A STICK TO CLEAN THE SCREEN. OPEN THE SCREEN DOOR AND REMOVE ANY �o 0
STEEL FENCE POST W STONE IS RECOMMENDED. OUTLET ZONE15/0OF
STEEL FENCE POST SET MAX 2' APART '°°"` - TRASH OR SEDIMENT INSIDE SO GRASS OR TREES DO NOT GROW IN THE INLET. PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
SURFACE AREA DISCLAIMER
��m TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
MIN. 18" INTO SOLIDL--:�.> . ' � $ + (YES, THIS CAN HAPPEN!)
WIRE FENCE GROUND
.1 e3 gravel fiat 100%COCONUT DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
SEDIMENT ACCUMULATION AROUN@ SKIMMER- A SHALLOW, LONG BASIN, USING >F Ow I FIBER (COIR) MATTING SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. FOR THE PURPOSE ALL
THIS DOCUMENT.
I ® `~� RESPONSIBILITY FOR ALL OTHER L�Ca�Jd.�Iir;��',� ���€-���r►�a�a �r�r
HARDWARE CLOTH MAINTENANCE BAFFLES, AND INFLOW IN THE BASIN AT THE OPPOSITE END FROM THE OUTLET �•11 / THIS PROJECT IS DISCLAIMED
HELP KELT"t SEDIMENT AWAY FROM THE SKIMMER. IF SEDIMENT RESTRICTS AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
1. INSPECT BARRIER AT LEAST WEEKLY AND AFTER EACH SKIMMER MOVEMENT, PULL THE SKIMMER TO ONE SIDE AND EXCAVATE UNDER IT. � STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
' �; g�} o s SIGNIFICANT (1 /2 OR GREATER) RAINFALL AND MAKE REPAIRS FLU � SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE
FILTER of 57 � nn,,,. rar s��� r s r »� �r e,mnn ICE. TRY '10 KEEP ICE BROKEN UP AT THE INLET AND AROUND THE BARREL TO IT.
AS NEEDED. REV DESCRIPTION DATE
wasHEo sTONE °0 Pool ti I.� KEEP WATCT� FLOWING, MAKING IT LESS LIKELY THE INLET WILL FREEZE. SPRAY
° ° 2. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE
° �b , PAINTING 11°IE FLOAT BLACK TO ABSORB HEAT IS RECOMMENDED. USE PAINT THAT / �
0 °� STORAGE VOLUME FOR SUBSEQUENT RAINS. WILL STICK ° 0 PVC PLASTIC. 1 NCDEQ COMMENTS 07/18/17
o`b o �� ° CONSTRUCTION SPECIFlCATION
o ° °°S°°°o 3. WHEN THE CONTRIBUTING DRAINAGE AREA AS BEEN R/y
°°$� 3' FILTER FABRIC Eq
�o�g�o� oN cRouND)� ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY HANDLING '1'1°IE SKIMMER: THE SKIMMER IS MADE OF PLASTIC AND WILL WITHSTAND BERM �'� 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO •
o�°�o °°°�o°p� HEAT COLD AND SUNLIGHT BUT IT NEEDS TO BE HANDLED BY HAND NOT
° °orb o° NOTES: cT`�ax. loll
UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT / i BACK AND SIDE TO SIDE.
��Oo`bBQ�OOC4 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. T(� GRABBED WITH A BACKHOE BUCKET AND YANKED AROUND, ESPECIALLY IN COLD ��
q, T PROPERLY. BRING THE DISTURBED AREA , PROPER GRADE, / / ,. 2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE
°�o'C g°oo°o`�°°go 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. w } e o �, WEATHER. 1`ti t�EMOVE THE SKIMMER, DISCONNECT THE HOSE FIRST, THEN ,
° ° ° o o° o ° o Y U =;" Ig-nity-7- , Y3, THEN SMOOTH AND COMPACT IT. A� PROP RATEI_Y STABILIZE ISCONNE(:I "i°I! BARREL FROM THE INLET EXTENSION. DO NOT TRY TO PULL SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE).
y I a aIa. ALL BASE AREAS AROUND THE 1IJLET. 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24
.E (xs �Y �! . ; .�, ,a THE SKIMMI.I CnOQSE WITH A BACKHOE.
" µ.,` o 3� z` INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED
; "'*,\ N
e: 4grate VANDALISM: KC.,`EP UNAUTHORIZED PERSONS THAT MAY DO DAMAGE OFF THE SITE. `` UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" of UPPER EDGE of DO NOT PROVIDE ROCKS CLOSE TO THE SKIMMER IF POSSIBLE. IF POSSIBLE, 4'-0° MAX. SPACING FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF
FILTER FABRIC IN TRENCH TAKING OTHFN CONSIDERATIONS INTO ACCOUNT, POSITION THE SKIMMER OUT IN -
THE BASIN AWAY FROM THE BANKS TO DECREASE THE POTENTIAL FOR A (TYPICAL) THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER
THAN THE TOP OF THE BERMS.
SUCCESSFULn. HIT, 5'STEELPOST 4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE
INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20
'I IIIIII
- _ _ FLOW o FEET IN LENGTH MAY USE 2 BAFFLES.
SECTION VIEW M 5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE
I _ 8" X 6" TRENCH BACKFILL---,ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
I VENT - AND COMPACT FENCE 6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY C01R
TEMPORARY SILT FENCE OUTLET STD. CATCH BASIN / YARD INLET PROTECTION - TAND RENCHRICBURIEDIN MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER
TRENCH REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC
D ®2 FLEXIBLE ,JOINT liI=III III=
NOT T® SCALE (RADIATOR HOSE) TI-1 =11 N SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE.
NOT TO SCALE III ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH 40
j RIP -RAP DISSIPATION
ZIP TIES, WIRE, OR STAPLES.
CS600 CS600 7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE
ANCHORED IN A TRENCH OR PINNED WITH 8-INCH EROSION
DIVERSION RIDGE _____ CONTROL MATTING STAPLES.
-,,-� OUTLET END FLOAT
° °•o ° CONNi�CTION SCREEN ACCESSIBLE ACROSS NOT
BAS N•THE FABRIC, BUT USE A CONTINUOUS PIECE
EXISTING PAVED °°°a°°° °b' °°° - _ °° Qo°�°°��°°o THROUGH DOOR
ROADWAY - -III=III=III-I - - -III ` DUMP STRAP BARREL PIPE LONGER
, 1=1 11=1 11=1 11=1 I I, : 1 I I I I I -I I I -I I ICI 1 1-111 11=1 I I ,I 11=1I
-I 11 � 1111I, I I I=1 11=1 I I- -1 11-111- -1 11-
THAN SHOWN ONSTRUCTION SPECIFICATION
a ° 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
S ECTI 0 A --A GEO"I'EXTILE FABRIC 1" REBAR FOR BAG AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC
Q- REMOVAL FORM INLET MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
., DUMP STRAP MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL
�O MEASURES BELOW BASIN AS NEEDED
° ° 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
�o°oa 0 p •o o�°o°o� �o•O° ,moo° ��° � °ebb° � °oo;mdoi�' oo o°o` oo`a o'o� VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL
Q 0C�ga�o�� b�0Qg��a oGzRaa��o5g*U6O��Q ���go�°��asJo�°����jJo�� �i) ' ��Jo IV/ OVERFLOW SLOTS IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
oo• •o� ° 'a`� °
oQojo d - ACF SILT SACK HIGH -FLOW
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
A o`�''�o A 2 -3 COURSE: uM od'a�,°o SEDIMENT SACK - OR EQUAL. EQUAL TO BE 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE
AGGREGATE ��°tip o ! a PRE -APPROVED BY CITY FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR
0000o1-1
MIN. 6 THLCK °°4 °'o° OF ROCKY MOUNT 18 MIN TOP OF PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
� oC�g - °<1 1, Coo
Q�
° °r ° CONSTRUCTION INSPECTOR
W <5,Ao o a Q°��oQ�C7 0 �oQo TARP
`�- o•o°o P o 00 0p oo°o • ooaop °oo o°oo o°oo Vg °00°°00'1 aoo• & ENGINEER. PROTECTION 4. CONDUIT SPILLWAYS (RISERS) - SECURELY ATTACH THE RISER TO THE BARREL OR
c O• p o a O° So ,'0.c O• yo.oppOoo O. 8o O oo�a�.o °O oo�Qo.°oa •O o� •O o� o ; ��`� '� o
Q .p, o o• -- 'o° o• �Q fl o• -Q•:o� op° $o_j `Too• u ' ao oho :o '° DITCH AND BURY
n r- a .� , . TARP
.,_,,,� r ... BARREL STUB TO MAKE A WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL
10 MIN
o o $0�� 910 o�od. °o o)5o�°�..Jo�`bo- - - o- - dodo b�% o� ° a ,. o , i' I
. 8 �� I (�i S T A L L l-� TI l� ICI DETAIL IEDGE (MIN.12) CONNLC C"IONS BETWEEN THE BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES.
C 0 WEIR LENGTH, L PLACE THE BARREL AND RISER ON FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO
z NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS
DIVERSION RIDGE SECTION THRU WEIR BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN
>< 4 4° . d .1 `°`° PLAN VIEW 4-INCH LAYERS, AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE
w SKIMMC'R SEDIMENT BASIN SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE(D
--- 50' MIN. �._ b4 a a a DE''SIGN CRITERIA THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN CONPACTING UNDER THE
Z I �, PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2-FT OF COMPACTED BACKFILL OVER
�� 1a q THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. ANCHOR THE
P �� ^ , \ / I �, A , ° ° 4 . ° . ° DRAINAc'I' < 10 AC. INFLOW STRUCTURE OR RISER IN PLACE BY CONCRETE OR ONTHER SATISFACTORY MEANS TO PREVENT
ICJyyy a ° 4Q a a AREA (A(',RES) DIVERSION DITCH
FLOTATA'TION. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A
EXPANSION RESTRAINT -- . - TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
CONSTRUCTION SPECIFICATIONS \ I -
(1 /4" NYLON ROPE, DUMP STRAPS � a � � ° 4 4 LENCTFi 1Q
2 FLAT WASHERS) 2 EACH \ a., tl WIDTH RATIO 2:1 5. SKIMMER - PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A
\ \ a d ``� FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND 01IA1ER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. 4 NOTES: SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE U 4<:
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON I°HE PLANS, AND SMOOTH IT. \ \ a 1. CONTRACTOR TO INSTALL. HIGH --- -- - SKIMMER EMERGENCY THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. � FLOW SILT SACKS WITH `AY. RIP -RAP DISSIPATION. ___-- DEWATERING
SPILLWAY UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT
__ . 4 LENGTH TO REFER TO CE503 OUTLET DEVICE EMBANKMENT. CARE MUST' BE TAKEN NOT TO RAISE THE PIPE FROM THE FORM
4. USE GEOTEXTILE FABRICS BECAUSE 'THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER 4;i � 1'. ),- :, I a° 4 OVERFLOW SLOTS ONLY. WIDTH RATIO 6:1 STABILIZATION FOR �� j �� CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.PLAGE A
TABLE. 2. BAUS SHOULD BE Ci_EANED OUT SIZES. MINIMUM EXTEND
r� MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE _ra
AFTER E', 7 ,Y RAIN EVENT �------_... ,..,.. _,_- LENGTH TO BOTTOM OF C/)
AND/OR AS NEEDE11 D. MIN• 180o BASIN L CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE
VOLUME (CU. FT- BAFFLES CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
IT THIS
I REQUIRED PER AC. EMBANKMENT lS COMPLETE:
C/)
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. T HIS MAY REQUIRE DISTURBED) AVERAGE _ AREA
_ WIDTH - LENGTH 6. ASSEMBLE "I�HEM SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS
PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT DAILY AND CLEAN IT LQ I
-
I OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. �25 *AREA OF BASIN WATER SURFACE
DESIGNED.
SILTSACK D ..TAI L SURFACE (SQ. FT, PER A7 TOP OF PRIMARY SPILLWAY
("``� AREA: CFS 010) 7. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE
v NQ-t T® SCALE REQUIRED CROSS-SECTION VIEW JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE
so TEMPORARY CONSTRUCTION ENTRANCE -- 1' FREEBOARD W=5' MIN. %BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE �\ >00V
C � 7 SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
INFLOW EMBANKMEN
CS600 6 MAX. DEPTH OF FLOW OVER BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
NOT TO SCALE °
STRUCTURE OR EMERGENCY SPILLWAY
DIVERSION DITCFI- BAFFLES MIN. 6" T=1.5' MIN_ 8. EARTHEN SPILLWAYS -INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE
CS600 SURFACE AREA Z=5' MAX.It GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE,
ELEVATION - DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE
SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH
PSTREAM END OF H=2' MIN. LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE Q� qc::�
EMERGENCI' AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF ZSTORM DRAIN VERFLOW _ Z
SPILLWAY THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH
I ""ems
FILTER FABR C
STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE
i DEWATERING CORE HOLE IN RISER FOR SKIMMER AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE,
ONE FILL WITH NON-SHRINK
Z TTACHEMENT. A
SEDIMENT GROUT IF ORIFICE IS NOT NEEDED IN M.1 CONTINUE PIPE TO DAYLIGHT NOT JOINED OR SPLICED, OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE �""'\
o .. 1 /3 PIPE DATA BLOCK STORAGE ZON FINAL BMP. LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, �,,,,,,j
D 4 DIA. MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER �`"'�
D p -- BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H Z L T W M SKIMMER SKIMMER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW Q C) Lx:
00 D : (FEET) (FEET) F
. o AREA AREA Qio REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT. ( ) IFFY) (FEET) (FEET) (FEET) PIPE ORIFICE UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A
-- -_- p0 P f ACRES) (ACRES) (CUBIC FT. (CUBIC FT. (SQ FT.) (SQ FT.) H/2 DIAMETER DIAMETER M
------�___=- "�'° TRENCH WITH STAPLES OR PINS. (ADAPTED FROM �A MANUAL FOR DESIGNING, Cn 4;5�
- D . D . a� 1 ­1111- INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS. FEBRUARY, 1999. J. W. U
7 0 * BASIN DOE;,' NOT HAVE AN EMERGENCY SPILLWAY. SPILLWAY IS A PERMANENT RISER STRUCTURE. RISER STRUCTURE HAS REQUIRED CAPACITY PER NCSEPDM 6.64 FAIRCLOTH & SON.).�`
/��o .5 �IL11fr.L" ,
"'-I I j= = _ = =1 I 1=1 I I=I i I I f i= _ ' _ 9. INLETS -DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. cy) Z
BURY BOTTOM I III III -III .III_ III III-
INSPECT SKIMMER SEDIMENT BASINS DAILY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMO\!E USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
C) M �ftz
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN
. x�XTERI,C�R� P ` �� ,��n
u� NOT JUST AROUND TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,
THE SKIMM[P OIL THE FIRST CELL. MAKE 'SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NO HOLD DOWN HE SKC VII'VER. 0 QC .
FILTER FABRIC EXTRA STRENGTH 10. EROSION CONTROL- CONSTRUCT ATER THE STRUCTURE
SO
THAT THE DISTURBED HE AREA IS �"
8 REPAIR THE IIAFFLES 1F THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. MINIMIZED. DIVERT SURFACE L0 a
NEEDED WITHOUT WIRE MESH EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAftlowY/
SUPPORT IF THE SKIMMI;�R 'IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL
STEEL FENCE UPSTREAM F.m:ND OF STORM DRAIN AND DISLOD64,, THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
/� -POST (TYP.) VERFLOW ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. d
STEEL PO �"`� 11. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
II 11 II 1 IF THE SKIMI« I`R -ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY 111111111-
II n nF 1 FLUSHING WI"II WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. 12. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLYZ 0
I1 I1 lI _. FLOW STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
I II II I1 I ° •- CHECK THE I ALIRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY
I � ° it
o -3 PIPE DIAMETER - W EMBANKMENT S ILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALI_ NECESSARY REPAIRS PREFERENCES: SURFACESTABILIZATION).
, , - 0 0
1 0
11 11 11 b . _ FL
o00 00 ° orb o 0 0 p °° ! Q
Cf 0 08 -- IMMEDIATELY REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
o pO O o
WASHED STONE FILTER °o 006 0 I' �o . . ,°°° FLOW FREEZING WI3 1HER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER GEN N
ACROSS PIPE INLET °°°° o° ° °°° cQ °°°°° o LQ <
L6 ° -�/ FROM PLUG( AG WITH ICE. 1. REFER
o a `- x -� " -___ _ / REGARDING O KIMMERPDSEDIIv1ECNTOBASINS 4 FOR ADDITIONAL DESIGN SPECIFICATIONS
J\< 0 ,0,I,,,,,,,,,,,,., we
;; III-11I-III=11I-III-III-III=1 I �I11=111=1i1-/�ij�/j //��7�1\//\i 8 FT MAX SPACING WITH 2. DEFINITIONS:
\ /��/��/\�/��/��/\X/\\ WIRE SUPPORT FENCE
111-1 I I I I=1 I 1-I I I-1 I I-= -I I i= i I 1=III=-III:_ / // // //�//�//� / i�//�//�//�//fix, ii- * H - DEPTH FROM BOTTOM BASIN TO SURFACE AREA ELEVATION
L' r rj � I\��%��%i\,%��%��\��%�\��\,�\��\\\ 6 MAX SPACING WjyrO1T p0 NOT ATTACH
l � l � l � I I I % /i,/�//.. i �� ,- WIRE SUPPORT FENCEFABRIC TO EXISTING
• Z - HEIGHT OF BASIN
1 ( l ( ( TREES. • L - WIDTH OF EMERGENCY SPILLWAY
M I I I i ) ! \`-HARDWARE- CLOTH L� �- * T - DISTANCE BETWEEN EMERGENCY SPILWWAY AND BERM.
� � u H TEMPORARYSKIMMER SEDIMENT BASIN
STEEL POST 63 NOT TO SCALE a M - SIDE SLOPE
Q W -BERM WIDTH
U 48 HIGH X Key Plan:
� UPSTREAM PIPE END PROTECTION cs600
® �1 NOT TO SCALE PONDING HT. PONDING HT.
,� FILTER FABRIC
CS600
�' ATTACH SECURELY NO
® 24" IMAX. I /' TO UPSTREAM 1. L _
0 SIDE OF POST.
r TIME LENGTH OF THE RIPRAP .APRON.
NOTES: = BUT NOT
STONE DIAMETER B
0 2. d .5 TIME.. THE MAX
IMUM
M S 0 E
, RUNOFF __._.� „
RUNOFF
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD 4 9" MAX. LESS THAN 6 (INCHES).
W FLARED -END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE - min. -- (RECOMMENDED) ooq.o• o
._9 PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A � STORAGE HT. `°°°� 000000
IIh, pc�a Gopo 3. A. FILTER BLANKET OR FILTER FABRIC SHOULD BE
I STANDARD T-SECTION FITTING MAY ALSO BE USED AT THE INLET. ®° ° ° °°
Ber III=111- i �° per° INST/','.I_ED BETWEEN THE RIPRAP I SOIL_ FOUNDATION. °
\\/\ \\ I I II I Ii I liT_II ;\i`✓/���\\ \\ //\\//\\//\\ �oopa° \\\/`\\, L
C.) 2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO /\�/\/ - -_ \/\' \/\//\` \\/\\/\/\ -` °°' o / // ' ' a
{ THE TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF THE BERM OVER1.
I`% 'i\�//\\ I�I=III; �j��\/\\//\� \\,\//\//\ \ j.�.`,�\\/�\\/�� I _ a °
THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES r- //% / ° ° ° ° /\\/\�/\\��� \j�\\�\\ \\�\°'- /\�///1/0x I ° a °
HIGHER THAN THE ADJOINING BERM ON EITHER SIDE. Hold ­down stakes 3:1 , I j/\\\ ��� �,\��/��/��T�// i�//\ �'/��;, a q
Z 1 .5 min 2 4 M I I\ . ./\\ \/� \, \\i�\i��iI 1 2 4 MIN . -�\//\ �3/\y/ x.\/\y/y�
a
fy-THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF1. /\ \//� //.�/\�\\ \\/\\/ \/\\/\\ l i ° a ° ° a ° Scales:
Q ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY \\ \//\\� 4 X8 TRENCH y/\ //\//\\ _ - - o
ENTER THE PIPE. � ,...\\ T\//\\ WITH COMPACTED\/�\�/ /\\��\\�\\ GRAVEL
. /,, I I BACKFILL �\i r\\r\\i� 4 ° a a
PIPE °
° a a
3. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH 11, ii�\//�
RIPRAP DISSIPATOR. -I I I I I\/ _ - ° ° a
M 1 o Spacing S - STANDARD D ETAI L ALTERNATE DETAIL
I � �� ( I (I - F TRENCH WITH GRAVEL °
3 TIMES I.D. a
� �.,N TRENCH WITH NATIVE BACKFILL a °
I Plastic
I I I 111 I( I I I I I I L _ a a
�csnuyc�4t~u {{I ! II .I , III I I I I I-
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a
N Pipe I
a a
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�'����� "� "�"1> I CONSTRUCTION SPECIFICATIONS
"- w:."",W,.,\,,., \� .,WVWY../",,,,>I �`��4-�., - , : , o PLAN VIEW
,Q I `°V i,,' 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95 /o BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
Stabilize (� Yµ1V „rb,°�•n' \u \Nr.
10) -- Outlet I Y 1Y•r"'�"° �,,�-"�v' •' :" CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62B. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY _ ngineering irm License o. -
.,...•..:.::.,.. , o
CY S
I Yµl,,,,�" �,,4,v'1',� ���" .?, f;�; ' INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120 F. -
S `�'�'��1.` NT F ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET, MAKE SURE THAT STEEL' POSTS HAVE a. - L NG Architectural Firm No. 50757
`1 ��" r 2. ENSURE THAT POSTS FOR SEDIME ENCES PIPE �..,i_ CJ ( Yy JV > ✓ bv' V „H GYj11
j� ! I ::;.� ..:•; . %. PROJECTIONS TO FACILITATE FASTENING THE FABRIC. . Drawing Title.
C� o o I ,Yr�Y ,�-,-, ,'.,
I \� ' � � : 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. - .. -
Y 7 - - Q0 C7D oo
\ �I , wW .y,' ....., . ::, , . , . -ll-1 1=1 I -I 1=1 I- - a Cl a ° I = I==111==1 1=I I II
O O. O I I I i I I i V 1V N, ' n,cv''.. ,: :'. .: ^':.,.. ;•..:�.: �,' a
i-111
-li i=1I I -III -I IT III- 1-III-III=1 I 1-I
J h:i.:;d
4 min Ys N•ru,W.n ,.N� „ % , . MAINTENANCE
U �d
Y1 u, �,., ��`��N�f.,.:�.... I,I - d ° ° ►�I=l=III EROSION CONTROL DETAILS
.I I -III -III -I ► I- a ° I -I ► I -I ► I=1 I-
level section ::4� 6 1.,�.,V1
�'"°�� �v, ^� .,L, INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE -1 Ii-111=I -I i ° a a ITT -III -IT-
,ulY.r ,W n. l l l-1 (I 111= - ° I� I I I, W-
""' " ' " " " COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE III -I .
Y+a.N°r�W' ,,�W'`""' ��,>/, -III-III=1l1=1T1` "'
CL VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING
�Yu.1Y°rv.W.r, �€�,Y„wY.�,,. FILTER
r J ^'-1v� ! t,�Y MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY ' f FABRIC
Y"N.11,11,,,,,�,", STABILIZED. SECTION A -A
o Cross -Section View Date: 03 APRIL 2017
Plan view TEMPORARY SILT FENCE -
RI PRAP APRON Designed: JEG Drawing No..
� �
....
...
TEMPORARY SLOPE DRAIN standard T section Az A3 .
-fir
NOT TO SCALE. NOT TO SCALE 8Y� f Drawn . JEG
N Al NOT TO SCALECS712
ti CS600 Checked: TJW
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BID FINAL SUBMITTAL
.......... . . ......... ............................. ...... .... .. . ....... . .... .......
............. 1-11.1
.501 Nnrth Rmadwav- Saint Louis. Missouri 63102
DISCLAIMER
ATTACHMENT OF THIS SEAL TO THIS DOCUMENT IS MADE ONLY
FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT.
RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO
THIS PROJECT M bl=�LAWFD
REV
DESCRIPTION
DATE
9
Key Plan.-
Scales:
0 10' 20' 40' 80' 120'
ill = 40'
NC Engineering Firm License
NC Architectural Firm No. 50757
Drawing Title:
LANDSCAPE PLAN
Date: 03 APRIL 2017
Designed:
AJD
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Drawing No.:
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DISCLAIMER
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FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT.
RESPONSIBILITY FOR ALL OTHER DOCL)MP_WS RELATING TO
THIS PROJECT IS DISCLAIMED
REV DESCRIPTION DATE
A
A
files:
Jacobs Project No.: F6W721 00
Drawing Title:
CIVIL
POST -DEVELOPED
DRAINAGE AREAS
Date: 03 APRIL 2017
Designed: JEG Drawing No.:
Drawn JEG
Checked: TJW

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DISCLAIMER
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FOR THE PURPOSE OF AUTHENTICATING THIS DOCUMENT.
RESPONSIBILITY FOR ALL OTHER DOCUMENTS RELATING TO
THIS PROJECT IS DISCLAIMED
REV DESCRIPTION DATE
A
A
Scales:
Jacobs Project No.: F6W721 00
Drawing Title:
CIVIL
POST -DEVELOPED
DRAINAGE AREAS
- OVERALL
Date: 03 APRIL 2017
Designed: JEG Drawing No.:
Drawn JEG
Checked: TJW

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2014 IMPERVIOUS COVER
TOTAI PROPERTY AREA: 41.29 AC (1,798,592 SF)
IMPERVIOUS PRIOR TO PROJECT: 4.15 AC (181,038 SF)
EXISTING IMPERVIOUS REMOVED: 0 AC (0 SF)
ADDEC !": PERVIOUS: 1.04 AC (45,302 SF)
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Jacobs Project No.: F6W721 00
Drawing Title:
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2014 IMPERVIOUS COVER
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Designed: JEG I Drawing No.:
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Checked: TJW

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NEW PROPOSED IMPERVIOUS COVER
TOTAL PROPERTY AREA: 41.29 AC (1,798,592 SF)
IMPERVIOUS PRIOR TO PROJECT: 5.19 AC (226,147 SF)
EXISTING IMPERVIOUS REMOVED: 1.04 AC (45,302 SF)
ADDED IMPERVIOUS: 3.35 AC (146,116 SF)
-TREATED (SAND FILTER & DRY POND): 2.87 AC (125,017 SF)
-UNTREATED OR DRY POND ONLY: 0.48 AC (21,099 SF)
EXISTING IMPERVIOUS TO REMAIN: 2.79 AC (121,414 SF)
-TREATED (SAND FILTER & DRY POND): 0 AC (0 SF)
•UNTREATED: 2.79 AC (121,414 SF)
NET IMPERVIOUS ADDITION: 2.31 AC (100,814 SF) TREATED > NET ADDITIOD
TOTAL TREATED IMPERVIOUS: 2.87 AC (725,017 SF)
PRE 1988 IMPERVIOUS
2014 ADDITIONAL IMPERVIOUS
NEW PROPOSED IMPERVIOUS
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TOTAL PROPERTY AREA: 41.29 AC (1,798,592 SF)
IMPERVIOUS PRIOR TO PROJECT: 5.19 AC (226,147 SF)
EXISTING IMPERVIOUS REMOVED: 1.04 AC (45,302 SF)
ADDED IMPERVIOUS: 3.03 AC (131,987 SF)
-TREATED (SAND FILTER & DRY POND): 1.86 AC (81,229 SF)
-UNTREATED OR DRY POND ONLY: 1.86 AC (,50,758 SF)
EXISTING IMPERVIOUS TO REMAIN: 4.15 AC (1 8N7774 SF)
TREATED (SAND FILTER & DRY POND)!, 1.44 AC (62,519 SF)
-UNTREATED: 2.71 AC (118,255 SF)
NET IMPERVIOUS ADDITION: 1.99 AC (86,685 SF) TREATED > NET ADDITION
TOTAL TREATED IMPERVIOUS: 3.30 AC (143,748 SF)
LEGEND
S,tK �:r , PRE 1988 IMPERVIOUS
2014 ADDITIONAL IMPERVIOUS
NEW PROPOSED IMPERVIOUS
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Drawing Title:
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PHONE:TIMMONS GROUP
CONTACT: MR. FRANK SLINSKY
! 866-4505
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC
NORTH CAROLINA NATIONAL GUARD
CONTACT: MR. WILLIAM BURRIOLA
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C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS, DEMOLITION, &EROSION CONTROL PLAN
C1.1 EXISTING CONDITIONS, DEMOLITION, &EROSION CONTROL PLAN
C2.0 STAKING, GRADING, &DRAINAGE PLAN
C2.1 STAKING, GRADING, &DRAINAGE PLAN
C3.0 SITE DETAILS
C3.1 SITE DETAILS
C3.2 SITE DETAILS
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GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED
AREAS ACCORDING TO FOLLOWING SCHEDULE:
GROUND STABILIZATION I
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION
TIME FRAME
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
.
DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER
(HQW)ZONES
7 DAYS
NONE
SLOPES STEEPER
IF SLOPES ARE 10" OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1,14 DAYS ARE ALLOWED.
SLOPES 3:1
7-DAYS FOR SLOPES GREATER
OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH.
ALL OTHER AREAS WITH
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
14 DAYS
I
I AND HQW ZONES).
I
I . EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE
(SECTION II.B(2) (b))
2. THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND
SEDIMENT CONTROL REGULATIONS. THE CONTRACT DOCUMENTS INCLUDE ADDITIONAL
SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED THOSE
ABOVE. 1
3. INSTALL SLOPE EROSION CONTROL MATTING FOR TEMPORARY STABILIZATION DURING THE
ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP SLOPES (3:1 OR STEEPER). REFER
TO SPECIFICATION SECTION 31 1000 FOR MATERIAL SPECIFICATIONS. INSTALL MATTING PER
MANUFACTURER'S INSTRUCTIONS. I
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- _____________________ ______ _____ ______,_,______ __ -----, _______________ -----------,-----------,---------------,-�,-,---,------------ - - _ - _ — - — -
__1
,
I GENERAL EROSION AND SEDIMENT CONTROL N : I I
1. ALL CONSTRUCTION SHALL COMPLY WITH NC STATE CONSTRUCTION AND NCDEQ
STANDARDS AND SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON THE JOB SITE AT ALL
I
TIMES.
3. FAILURE TO FOLLOW THE APPROVED EROSION CONTROL PLAN SEQUENCE AND
CONSTRUCTION OF. THE MEASURES MAY SUBJECT THE CONTRACTOR TO FINES AND
PENALTIES ISSUED BY THE NCDWQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES SHOWN ON THESE PLANS PRIOR TO
CONSTRUCTION. NOTIFY THE CIVIL ENGINEER AND OWNER PRIOR TO CONSTRUCTION OF
ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. FAILURE TO NOTIFY
THE CIVIL ENGINEER AND OWNER PRIOR TO CONSTRUCTION MAY RESULT IN ADDITIONAL
WORK WITHOUT COMPENSATION TO THE CONTRACTOR.
1
5. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN
I
LOCATION AND LOCATE ALL UTILITIES PRIOR TO COMMENCING ACTIVITY ON SITE AND
NOTIFY CIVIL ENGINEER OF ANY DISCREPANCIES.
6. SWEEP AND WASH SEDIMENT, DUST, AND DEBRIS OFF ALL ROADS WITHIN THE SITE AND
ADJACENT TO THE SITE AT THE END OF EACH WORK DAY. ENSURE NO SEDIMENT, DUST,
AND DEBRIS REMAINS ON THE ROADWAYS.
7 =DCnDhA A nAll ' IKI D I'TInKI nf= Al I 0nQ1nK1 rnK1T0n1 nf=X/1f"%1=(Z PF= AID/Pf= I A(-"1=
. .
.
DEMOLITION LEGEND ANY DAMAGED OR FAILING EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS.
8. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
EROSION AND SEDIMENT RUNNING OFF THE PROPERTY. DAILY EROSION CONTROL
MAINTENANCE AND REPAIRS, AND INSTALLATION OF ADDITIONAL EROSION CONTROL
DEVICES ARE A CONTRACT RESPONSIBILITY.
9. OBTAIN A WRITTEN APPROVAL OR AUTHORIZATION TO CONSTRUCT PLACARD FROM
NCDENR-DWQ FOR ANY OFFSITE BORROW PITS AND SOIL STOCKPILES. THESE AREAS
SELECTED BY THE CONTRACTOR ARE NOT INCLUDED IN THIS PLAN AND ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AS MEANS AND METHODS TO MANAGE AND
MAINTAIN IN ACCORDANCE WITH NCDENR-DEQ REQUIREMENTS.
10. THE TOTAL DISTURBED AREA IS 5.3 ACRES.
I
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/ ; , / . I., ; _ ;,� ,�� , "" � . � �. I I , , ''y'l-," 11N � "%. 4/1 / OV / , 1. ATTEND A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK ON THE SITE.
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NEW HANOVER COUNTY AIRPORTLAND R04200-001-025-000 10 0 *ANN" S82056 "y 014 I G 9,5,8�� 18-IN CULVERT w/ 2-FT FILLOVER '7
PIPE; GRADE CONSTRUCTION K ENTRAP 4CE ON �ITHER SIDE 'PAC' INSTALL CULVERT WITH AT 5% MAX---, INVERTS TO MATCH GRADE OF BOTTOM OF . ............ ....... T EXISTING DITCH LIMITS OF x, x x CONTRUCTION z B
NEW HANOVER COUNTY-- (TYP.) X/ x AIRPORTLAND Y LIMITSOF CONTRUC' TION Al I(Typ.) R04200-001-025-000 NO L OCA TION PLIORK IBi R EL E VA TIONS5 TA KEN IB2 0 2 . . . . .............
ICTEDAREA IN RES TR A2 cb
PTLOVE
R04200-001-026-001
(DEED NOT IN SYSTEM)
C> ELL S 18 �] N
ULVERT PIPES
C-2.1)
REMOVE PORTIO MAINTAIN SECURITY REMOVE EXISTING CHAIN IOF CONCRETE DITCH V,0000 LINK FENCE AND GATES REMOV E EXISTING IAFTER INSTALLING THE VEGETATION ALONG NEW FENCE AND GATES iRITY FENCE MAINTAIN SEC REMOVE EXISTING CHAIN LINK FENCE AND GATES 2 _C 2 x- low -WOO AFTER INSTALLING THE A i NEW FENCE AND GATES 5 4 HA 1�\L INK FENCE Ix. IMATCHLINE I NO RMWWraW ANO NNOWN lift, ID9 ]SHEET C1.0] I% LIMITS OF CONTRUCTION X,Im (TYP.) Z_ m C 3.0 II `,ff � Ir III Is IICZ )v IAMIT8 OF CON TRUCMN (TYP.) INEW 0 HA k0VER C' UN TY
II"AIRPOR7LAND I00 IR0420a,00l-025-9 I_4 ................ x CONC PAD, I4r ...... ...... II All Ix , _1
Ix CONC. IL STEPS IIm, Cb x 0 IIIIcb IIF RE WILMINGTON UTU NATIONAL GUARD READINESS CENTER D X (DESIGNED AN x x Ix PERMITTED BY OTHERS)
IS TEP6 u v 19 T_,�HAT Ll ISLOPE & SURFACE STABILIZATION (NPDES CHART)
GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED
AREAS ACCORDING TO FOLLOWING SCHEDULE:
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER
7 DAYS
NONE
(HQW)ZONES
SLOPES STEEPER
IF SLOPES ARE 101 OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1,14, DAYS ARE ALLOWED.
SLOPES 3:1
7-DAYS FOR SLOPES GREATER
OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH.
ALL OTHER AREAS WITH
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
14 DAYS
AND HOW ZONES).
1 EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE
(SECTION II.B(2) (b))
2. THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND
SEDIMENT CONTROL REGULATIONS. THE CONTRACT DOCUMENTS INCLUDE ADDITIONAL
SEEDING AND STABILIZATION REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED THOSE
ABOVE.
3. INSTALL SLOPE EROSION CONTROL MATTING FOR TEMPORARY STABILIZATION DURING THE
ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP SLOPES (3:1 OR STEEPER). REFER
TO SPECIFICATION SECTION 31 1000 FOR MATERIAL SPECIFICATIONS. INSTALL MATTING PER
MANUFACTURER'S INSTRUCTIONS.
(!ED
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0 I-7 INEW HANOVER COUNTY
AIRPORTLAND
DEMOLITION LEGEND R04200-001-025-000
CLEAR & GRUB AREAS cy)
0 00
0
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POWER LINE EASEMENT (SEE DEMOLITION NOTE #8) 0 0
0
0
0 it
SCALE 1 =60'
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0 60' 120f
C3.0
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NC STATE CONSTRUCTION AND NCDEQ
STANDARDS AND SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON THE JOB SITE AT ALL
TIMES. 3. FAILURE TO FOLLOW THE APPROVED EROSION CONTROL PLAN SEQUENCE AND
CONSTRUCTION OF THE MEASURES MAY SUBJECT THE CONTRACTOR TO FINES AND
PENALTIES ISSUED BY THE NCDWQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES SHOWN ON THESE PLANS PRIOR TO
CONSTRUCTION. NOTIFY THE CIVIL ENGINEER AND OWNER PRIOR TO CONSTRUCTION OF
ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. FAILURE TO NOTIFY
THE CIVIL ENGINEER AND OWNER PRIOR TO CONSTRUCTION MAY RESULT IN ADDITIONAL
WORK WITHOUT COMPENSATION TO THE CONTRACTOR.
5. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN
LOCATIONAND LOCATE ALL UTILITIES PRIOR TO COMMENCING ACTIVITY ON SITE AND
NOTIFY CIVIL ENGINEER OF ANY DISCREPANCIES.
6. SWEEP AND WASH SEDIMENT, DUST, AND DEBRIS OFF ALL ROADS WITHIN THE SITE AND
ADJACENT TO THE SITE AT THE END OF EACH WORK DAY. ENSURE NO SEDIMENT, DUST,
AND DEBRIS REMAINS ON THE ROADWAYS.
7. PERFORM A DAILY INSPECTION OF ALL EROSION CONTROL DEVICES. REPAIR/REPLACE
ANY DAMAGED OR FAILING EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS.
& INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
EROSION AND SEDIMENT RUNNING OFF THE PROPERTY. DAILY EROSION CONTROL
MAINTENANCE AND REPAIRS, AND INSTALLATION OF ADDITIONAL EROSION CONTROL
DEVICES ARE A CONTRACT RESPONSIBILITY.
9. OBTAIN A WRITTEN APPROVAL OR AUTHORIZATION TO CONSTRUCT PLACARD FROM
NCDENR-DWQ FOR ANY OFFSITE BORROW PITS AND SOIL STOCKPILES. THESE AREAS
SELECTED BY THE CONTRACTOR ARE NOT INCLUDED IN THIS PLAN AND ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AS MEANS AND METHODS TO MANAGE AND
MAINTAIN IN ACCORDANCE WITH NCDENR-DEQ REQUIREMENTS.
10. THE TOTAL DISTURBED AREA IS 5.3 ACRES.
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. ATTEND A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK ON THE SITE.
PROVIDE 48-HOURS NOTICE TO THE OWNER AND CIVIL ENGINEER PRIOR TO THE
PRE -CONSTRUCTION MEETING DATE.
2. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE AND SILT FENCE OUTLETS AS SHOWN
ON PLANS. REMOVE ANY SEDIMENT TRACKED ON INTERNAL AND ADJACENT ROADS ON A
DAILY BASIS. (MINIMUM STABILIZED CONSTRUCTION ENTRANCE LENGTH IS 50-FEET)
3. ADJUST EROSION AND SEDIMENT CONTROL MEASURES FOR PROPER OPERATION. INSTALL
ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY THE PROJECT
CIVIL ENGINEER.
4. INSTALL CULVERTS UNDER CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS.
ENSURE THAT WATER FLOWS FREELY THROUGH THE EXISTING SWALES. REMOVE
SEDIMENT BUILD UP IN SWALES, STORM SEWERS, AND CULVERTS.
5. CLEAR AND GRUB TREES AND GROUND COVER WITHIN LIMITS OF DISTURBANCE. HAND
CLEAR AREAS AS SHOWN ON PLANS.
6. THE SITE MUST REMAIN SECURE AT ALL TIMES DURING CONSTRUCTION. DO NOT REMOVE
EXISTING FENCING OR GATES UNTIL NEW FENCING AND GATES ARE PROPERLY INSTALLED.
7. STABILIZE THE SITE WITH A STAND OF GRASS IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, THEN SCHEDULE AN INSPECTION BY NCDEQ. DO NOT REMOVE THE
EROSION CONTROL DEVICES UNTIL NCDEQS FINAL INSPECTION /CLOSE-OUT LETTER HAS
BEEIWIRECEIVED.
DEMOLITION NOTES
1. REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION SECTION 02 41 13 FOR
ADDITIONAL INFORMATION.
2, NOTIFYENGINEER IMMEDIATELY OF UTILITY SERVICE INTERRUPTIONS TO NEIGHBORING
PROPERTIES.
3. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE EXISTING CONDITIONS
PLANS SHALL BE REMOVED OR RELOCATED PER THE OWNER'S AND UTILITY PROVIDERS
DIRECTION.
4. EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED TO BE DEMOLISHED
SHALL ONLY OCCUR ONCE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
HAVE BEEN INSTALLED PER THE EROSION CONTROL PLAN. INSTALL ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
LADEN RUNOFF FROM EXITING THE SITE.
5, ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF IN A LEGAL MANOR.
6. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL GUARD AND STATE
CONSTRUCTION OFFICE STANDARDS.
7. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION DEBRIS ASSOCIATED
WITH THIS DEVELOPMENT IS PROHIBITED.
8. WETLAND DELINEATION HAS BEEN COMPLETED ON THE READINESS CENTER SITE ONLY.
HAND CLEAR TREES AND VEGETATION OUTSIDE THE PROPERTY LINES (WHERE SHOWN
ON THE DRAWINGS). DO NOT REMOVE STUMPS AND DO NOT USE MECHANIZED
EQUIPMENT DUE TO THE POTENTIAL FOR WETLANDS.
CA %%% 00
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0. 137 ACRES
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NEWHANOVER COUNTY
AIRPORTLAND
R04200-001-025-000
KEY NOTES
WETLAND SIGN
8-FT TOTAL HEIGHT FENCE: 7-FT TALL BLACK VINYL
COATED CHAINLINK FENCE WITH I -FT BARBED WIRE
:7ENCE SPACING DETAIL
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PERMANENT & TEMPORARY SEEDING SCHEDULE NOTCH AND FOLD
_.._...,__...__--- -------- ._......... W..__._.__._._..W__,___._...,._.,._,..-._._._._..___:...._...,,...-._.....__-_._-W------ W......W._.__. _._....._._..__..._._..__-__------ .W___.._-._.__.... Y.... ..,..._.._ POST FABRIC OVER �--' STEEL QS
HORIZONTAL POST / °,,'��►'CA RC}'Ift
DATE TYPE PLANTING RATE
WOVEN WIRE FABRIC00
APR 15 AUG 15 HULLED SUNSTAR OR RIVIERA BERMUDA 85 LBSIACRE 12 #57 WASHED '
#4 REBAR 8-INCHES ON CENTERSTONE HORIZONTAL POST
AUG 15 - APR 15 WINTER RYE GRASS (TEMPORARY SEEDING) 120 L.BSIACRE a 033612
SILT FENCE FABRIC
Q DRILL AND GROUT R.EBAR INTO PIPE, z :� ,�0�/�8j� . ,®
OR AS REQUIRED TO ACHIEVE' 95ro COVERAGE AS DETERMINED ON A PER �-- -) , � �^INE�
SQUARE YARD BASIS PRIOR TO SUBSTANTIAL COMPLETION. WHEN SEEDING MUST TAKE PLACE DRILL AND GROUT REBAR INTO PIPE CLASS 'B'RIP RAP (TYP) �., Nets 5 .,,l�
�\ \ \ \ �+++ttttttstit+v�
OUT -OF- SEASON FOR PERMANENT NOTES : �•, S.lN
LAWN MAINTENANCE NOTES: GRASS APPROPRIATE TEMPORARY ��/./i
I. INSTALL SILT FENCE PER SILT ;���/J�% . /, /. /.
1. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE SEEDING SHALL BE DONE AND THE FENCE WITH WERE FABRIC DETAIL.
SEE SILT FENCE DETAIL.
UNTIL FINAL COMPLETION. CONTRACTOR SHALL BE RESPONSIBLE - 24" RCP CULVERT 2. LOCATE REINFORCED OUTLET - PROVIDE SILT FENCE WITH
2. LAWN MUST BE AT 95% COVERAGE AT SUBSTANTIAL COMPLETION FOR PERMANENT SEEDING AS AT LOW POINTS OF SILT FENCE N HARDWARE CLOTH SUPPORTED
1 BARRIER BY WOVEN WIRE FABRIC ON
REVIEW TO BE ACCEPTED. SPECIFIED IN SEASON AT NO ti E
a ADDITIONAL COST TO OWNER. STEEL POSTS SPACED ON o
3. IF NOT AT 95% , SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL �� ', FENCE FOOTING BEYOND 8-FOOT CENTERS.
THE FOLLOWING GROWING SEASON.
UPSTREAM INLET PIPE' DETAIL ` f SECTION POST
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N �
SEEDBED PREPARATION POST ', POST(TYP) z
EDGE of 4' WIDE
!� SHOULDER ELEV: EDGE OF 4' WIDE � m �
$ � MIDI'
ff \ SEE PLANS SHOULDER E-LEV 10, Q cu
1. CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEPTH OF 8". t SEE PLANS, u11
2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES, MIX AND AMEND WITH 3 INCHES OF WELL SCREENED `�� GRASS sID� SLOPES 2 �� C?Q�Vt/!11 � LL .- � z
TOPSOIL. ON -SITE TOPSOIL MAY BE USED IN PLACE OF IMPORTED TOPSOIL, IF WELL -SCREENED AND DRY PRIOR TO w p
APPLICATION IN ACCORDANCE WITH SPECIFICATION SECTION 329000. ` � �, GRASS SIDE SLOPES � � � �
CL
3, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE' REASONABLY SMOOTH AND UNIFORM. (71
�-
�`� ��t I� � ` 5 �� _ �, _ � � �
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFORMLY AS PER SPECIFICATIONS AND MIX WELL WITH SOIL. �`� \ � �;� �� _
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED TO A 6 INCHES DEPTH, `.� \ 7 t PROVIDE -FT ��c c'�'\.f�� €u
MINIMUM DISTANCE %f� �x\ ,\\ �o
6. SEED AT RATE' SPECIFIED OR AS NEEDED TO ACHIEVE AND MAINTAIN A THICK HEALTHY GROUND COVERAGE. BETWEEN SILT FENCE � ,��.�� ,•�© , ; z
7. MULCH IMMEDIA TEL Y AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH WATERING OF GRASSED AREAS PIPE INV IN EL&' FLOW PIPE INV IN ELEV: O
IMMEDIATELY UPON INSTALLATION. DO NOT ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. AND BOTTOM OF FELL = U)
MATCH EXISTING GRADE ��., �" e MATCH EXISTING GRADE SLOPE. :ELEVATION t-- � �
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS AS NEEDED.
SPECIFICATIONS MAINTENANCE NOTES: 4ui
9. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS, THE• WRITTEN SPECIFIC TIO S ce
cLnn rn
PREVAIL. RIP RAP OUTLET PROTECTION 1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE _j
(SEE GRACING PLAN) SEE LENGTH BELOW (SEE GRADING PLAN) VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCEIOUTLET F-
LIME &FERTILIZATION SCHEDULE FLARED ENDSECTION FLARED END SECTION TAKE CARE TO AVOID UNDERMINING THE FENCE DURING GLEANOUT. REMOVE &
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT
....................... ._.._.............. .............. ................ ..... ........................ ........... __......... ._.............................. _...__._._................ _..... ........... ........... ...................... ......_.....__................... _....._...._....._........._............_.._..._._...._..................................
_...._.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM 3,000 LBIACRE GROUND AGRICULTURAL REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING U'
AS NEEDED TO ESTABLISH 5 % COVERAGE AS DETERMINED 2. THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
LIMESTONE AND A MINIMUM 5QQ LBIACRE 1 D 10 10 FERTILIZER,9 CO {
ON A PER SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL COMPLETION. CONTRACTOR TO SUBMIT A COPY OF ALL SOIL HAS BEEN PROPERLY STABILIZED.
REPORTS TO O WNE'R UPON RECEIPT. D
0
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PERMANENT SEEDING SCHEDULE N.T.S. � TYPICAL CULVERT CROSSING UNDER FENCE N.T.s. 2 TEMPORARY REI �IFORCED SILT FENCE OUTLET N.T.S. �
FOR REPAIR OF SILT NOTES: w H
8' MAX. FENCE FAILURES USE
VARIABLE AS DIRECTED BY THE ENGINEER 1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE' MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. _ <
STEEL POST No. 57 WASHED STONE. uV p
FOR ANCHOR WHEN SILT 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
FENCE IS PROTECTING z
WOVEN WIRE CATCH BASIN. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO Q p� T
✓ lS K1.�tf` /AT/�atT. A-11 /�/1atT1'•f Al'1T/1t't /1! f At! 6.}A /AiYAfAi�M1l1 /^ 1 A1F
) I t'CCC I t-=Ki UIL, 1 Vt''1JM=0011VO VVI t rl J t V1VC VVtLL 0c: IVCI, r:oo/im T . L. ulv 1 MmtC I Vrx OrViLL IWAI1V I Fii1V Fio
WARNING SIGN TRE=PRLTEGTlOMAR16 NECESSARY. >
SILT FENCE GEOTEXTILE FABRIC pq QT NT MIN. 12-112 GA. ce .2017-AUG 18
-�-- WETLAND AREA. DO NOT - h - INTERMEDIATE 4, ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. �
o Q FILL SLOPEWIRES DISTURB SIGN - 5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED. DRAWN BY
...�........ F"'. MINA 1Q GAR -- - .. -._.
WETLAND BOTTOM OF ATTACH SIGN TO POST uv! GRADE GRADE 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. G. FRANK
SIGNS 2 LAG BOLTS MINIMUM _ _ _,
AREA = - 50' MIN. RESIDENTIAL
6" MIN. COVER r` DESIGNED BY
r OVER SKIRT *yam SILT FENCE FABRIC Y 1 D0' MIN.
INSTALLED TO SECOND G.FRAi1IK
N ! f
o.' ° • °ANCHOR SKIRT WERE FROM TOP ° ° daoDO NOT . o.o o
MINIMUM.
.
8 INCH
. a'
0.CHECKED BY
DISTURBSIDE VIEW FRONT VIEW Q 25` oR WIDTH OF
Ask
F. SL.INSKY
° ° PROPOSED STREET
GALV. STL. POST 2"=3" MIN. a. ° ° OR DRIVEWAY,
2"LEVERS(TYP) ROADWAY �' o• COARSE AGGREGATE a. .
NOTES: °. a {CLASS 'A' RIP RAP) o . ' o a GREATER. WHICHEVER IS SCALE
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. TREE PROTECTION AREA a o g o .• ° AS SH OWN
ol O
DO NOT ENTER ° °. o o. a . ' a . b
.o
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. ° o ° . o ° •Q ' ° o o , ' ° ' '° . ° o.[Poo."" D•. '° , or o
ZONA DE PROTECSION
3. SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS. PARA ARBOLES - NO ENTRE
PLAN N
4, PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50, ON CENTER NEW CONSTRUCTION LLJ 0
THEREAFTER. WARNING SIGN DETAIL 35' MIN. RESIDENTIAL 37 M
EXISTING
-- 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS ROADWAY 85' MIN. 15` MfN.
Ln
FINISHED GRADE
THAN ONE SIGN PER PROTECTION AREA. (�� N
•8. o �a../ r�i
I7 "
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 6 ° o ° A° o• °c° o °a°�o° 0 ° ° •o°aa. 92 MIN. < t
I1
MIN. �//�,�, `// j .--!
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. j�\\� �f� 6 MIN. .�\\\/f \�\i\\\j`owl
X-v .„
12" DJA x 2' DEEP 8. ADDITIONAL SIGNS MAY BE REQUIRED BY THE TOWN OF APEX INSPECTION CROSS SECTION LINE BOTTOM WITH U
DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS,
LONG FOOTING WOVEN GEQTEXTILE FABRIC ({�
9 A 4 9, PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50, ON CENTER THEREAFTER MAINTENANCE NOTES: uj ,..
$,..=a. 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.
,, C� ^ � 10, USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1I4 ACRE AND NEVER IN
*",� AREAS OF CONCENTRATED FLOW tD
"•"..-.Z CD
+r,y 2. MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. ui 1,,4
11. END OF SILT FENCE NEEDS TQ BE TURNED UPHILL. 0
3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLE U. N
ROADWAYS. r`
M
WETLAND DO NOT DISTURB SIGN N.T.S. TEMPORARY SILT/ TREE PROTECTION FENCE N.T:S. � TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S. �
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PLAN
(OUTLET TO WELL DEFINED CHANNEL) NOTES:
1. TOP OF RIP RAP AT DOWNSTREAM ENO OF APRON SHALL BE
MAINTENANCE.
FLUSH WITH NATURAL GRADE OF THE RECEIVING CHANNEL Z
U
RIP RAP OUTLET STRUCTURES TO BE INSPECTED 2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION
1. WEEKLY AND AFTER EVERY RAINFALL EVENT. IMMEDIATELY AFTER INSTALLATION.
REPAIRS ARE TO BE MADE IMMEDIATELY. EC EWE=
3. SEE EROSION CONTROL PLAN FOR DIMENSIONS.
.IC?B N4.
AU N -? 20�
SHEET NO.
6 PERMANENT OUTLET PROTECTION N.T.S. C3. D
L

14
I
LINE I
MAr-%rm%r-r"% tAlfr*tr- -IKI "I-ir- IAIIMc% fltm Llf_%f*_+
TRUSS ROD (3/8"
MIN. DIA.)
CHAIN -LINK SECURITY FENCE DETAIL
NO SCALE
TENSION BAND
MIN. DIA.)
ROUND POST
0-r-Ar-P
TENSION BAND (15" O.C. MAX.
AND WITHIN 4" FROM TOP AND
Rr)TTr)hA r)F FARRIM
FABRIC
TENSION
ENSS ION BAR TO
ENGAGE EACH TOP OR BRACE RAIL ATTACHMENT
FABRIC LINK
TENSION BAR
CARRIAGE BOLT
H
. .. ... ......... ; .......... .. .
END OR GATEPOST DETAIL
9-GAGE STEEL
BARBED WIRE OR TIE WIRE (1511
O.C. MAX. AND
TENSION WIRE
WITHIN 4" FROM
......... . ....
TOP AND
.... ........ ........ . .
BOTTOM Uf-
:Zj�f
(TYP.)
FABRIC)
..........
H - - B - EA M ..
BRACE 1. . - 1. RAIL .1.1 CLAMP 1. . - - DETAILS. . -
FASTENING DETAILS
NO SCALE
>OST
=_ RAILS
OTTOM RAIL OR
ENSION WIRE
BRACE PANEL DETAIL NOTE:
PROVIDE BRACE PANEL WHENEVER
NO SCALE STRAIGHT RUNS EXCEED 500 FEET.
TENSION BAND DETAIL
FENCE POST
#8 AWG SOLID
COPPER WIRE
-011
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP -TYPE
FITTING OF COPPER
3/4" DIA. -1
COPPER -CLAD 0
STEEL GROUND
ROD ----- ----- --- . ........ . ..
11 ............ ...
GROUNDING DETAIL
LINE POST
FLUSH
LINE POST
EXTENSION ARM DETAILS
........... . . ..... ........... .. . ......... - - ---------
NO SCALE
CORNER POST
BARBED
WIRE
(TYP.)
.............................. ........... .....................
USE AND SECTION
STEEL POST SCHEDULE
........... . ................ .. .................... ............................ .... . ............ ........ . . ......... . . ........... ....... ............. ....
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
............
FABRIC WIDTH 720 OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER
ZNER, END & PULL POSTS
'UBULAR - ROUND
2.3751# O.D.
2.875" O.D. 4,00" O.D.
'UBULAR - SQUARE
2.0011 SQ.
2.50" SQ. 3.00" SQ.
,-SECTION (ROLL -FORMED)
15011 X 3.50's
3.50" X 3.5011
... ................ . .......... ....... . .... . ............................
POSTS
. . .
. ......... .. ......... .. .. .......... .......... ......... . . .. ..... __ .. ........... ..
................................ .... ...
-UBULAR ROUND
1.90vl O.D.
2.37511 O,D. 2.87511 O.D.
2.25" X 1.70"
2.25fX 1.70" 2.25" X 1.701;
i-SECTION
1.875" X 1.6250
2.25f'X 1.7011
.# -SECTION (ROLL -FORMED)
I ............... ..... .............. ... - .............. ­­ . . .... ­-.1-1 - ---------
BOTTOM & BRACE RAILS
- ------ . ...... .. ............... .... . . ................ ..............
"UBULAR - ROUND
1.66" O.D.
-UBULAR - SQUARE
1.5011 SQ.
i-SECTION
1.625" X 1.5011
1.625" X 1.25"
.,-SECTION (ROLL -FORMED)
.......... ............. .................... .......... ...........
............................. ....... .............. ............... . ............................. ..... ................................
... ..... . ........ . ..............
NOTES:
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO
LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT
COMPLY WITH THE SPECIFICATIONS.
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE
SIDE OF THE FENCE ALIGNMENT. CHAIN -LINK FABRIC SHALL BE PLACED ON THE SIDE
OPPOSITE THE SECURE AREA.
3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS
COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.
v�,;%
4. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING
................. ..
3/8" CARRIAGE BOLTS AS SHOWN.
FENCE LEGEND:
TYPE FE5 CHAIN -LINK FENCE WITHOUT BARBED-WIRE APRON
.... ....... .. .
9-GAGE STEEL TIE
TYPE FE6 CHAIN -LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER,
WIRE (15" O.C. MAX.
TYPE FE7 CHAIN -LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER
AND WITHIN 4"
TYPE FE8 CHAIN -LINK FENCE W/BARBED-WIRE AND BARBED -TAPE ON
FROM TOP AND
BOTTOM OF
DOUBLE OUTRIGGER
FABRIC)
TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
TBR - FENCE WITH TOP AND BOTTOM RAILS
TWB TENSION WIRE TOP AND BOTTOM
TWBR FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
FINAL NUMBER IS FABRIC WIDTH IN INCHES.
EXAMPLES
H-BEAM ROUND POST
........... . . ....... - FE6-TR-72 - CHAIN -LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE
OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.
LINE POST ATTACHMENTS FE5-TWB-84 - CHAIN -LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOM
TENSION WIRE, AND 84 INCH FABRIC WIDTH.
SECURE SIDE
NO SCALE
BLACK VINYL CHAINLINK FENCE N.T.S.
FENCE POST CAP---,
FABRIC ,--2.5- DUCK BILL GATE HOLDBACK
....... . ... ­­_1 .... . ..........
3/8", CARRIAGE BOLT /x Ai
TREADS
2'MIN.
SET ELEVATION AT INSTALLED GATE
HEIGHT
tit
TS,
1 1/2" MIN
i Ap, . . . . . . . . . .
2 1/2" MAX
P-11=l 1
TO BOTTOM OF
1 4
FABRIC 9-GAGE STEEL ADJACENT PAVEMENT
o - BOTTOM RAIL 1-FT FROM EDGE 017--­�. PLANS)
TIE WIRES
(SEE
PAVEMENT MINIMUM �--FENC E POST
(2'-0" O.C. MAX.) (SEE OTHER DETAILS THIS SHEET FOR
1—:J I 1EEI FOOTING AND POST SPECS)
BOTTOM RAIL DETAIL DUCKBILL GATE r-,&Tr""W ECEIVE
NO SCALE
AU6 2"- ZQ 7
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DESIGNED BY
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CHECKED BY
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SCALE
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JOB NO.
40048
SHEET NO.
C3.1
L

SEE U-BOLT DETAILS -.,._.._
112" US STND NUT & -� - „
�-- 4" CABLE ANCHOR POST `_� ROUND POSTS. POST O,D. + 0.875
_ . - _. _ ROUND CONCRETE LOCK MASHER "~ _.........._ ...._'3" ........_.
4" PULL POST __. .. _......_�____---,P4STS.3.00"
............_ .............................. _
LINE POST LINE POST...... _..................... LINE POST - - - _ 0 75"
TOP
WELDED BRACE
4 GABLE
\l' \BRAILS �,, ANCHOR POST _ _,_... _ __._..._. __._
NPS 8 STD WEIGHT -
BARRIER \. STEEL PIPE FILLED u
3f8" (TYPICAL) WITH LONG CONCRETE
- - H-SECTION,
„ „ RE ~
„ „ \ TRUSS ; B GABLES _ , _ _ SINE POST
/"A"CABLES ••• l'
_..__...__ .._..._.. _. ...._..___..._._... _____._.._._...._..w .._,. _..__.__. i,y Y
- " BITUMINOUS JOINT : ~_..-.._' 3/4 WIRE ROPE
05
- U
_ - 8j, 8„ 8„ FILLER.(GONG. f / STEEL �., � ___ ... 1i2" NC-2A
-._.._^,.. PAVEMENT ONLY)
-.._
_ ~
,
- NT Y
'
`
I
.._...._..._ , POST O.D. + 1.875"
1. 5 MINROUND POSTS: P
WELDED BRACE \ H-POSTS: 3.00 + 1.875
° 9 o ° ap CHAIN LINK _.. „
CONCRETE RAILS ' oho° 8 ©°° 4 o FABRIC
_. __. L
�� „° d� • a°tPnQ°�a FINISHED GRADE U-BOLT SHAL BE {FOR BOTH TYPES, INCREASE 0 75
DEADMAN B OR PAVEMENT FABR INSTALLED WHERE CABLES OVERLAP AT PULL
1
CONCRETE ; P , ; \; . \, ` PERPENDICULAR POSTS)
DEADMAN "A" TO STRANDS OF
¢ V `
co ; WIRE ROPE 1!2" HOT ROLLED STEEL
DEADMAN _ ELEVATION -
i . DEADMAN 2, 0„ D
112 U BOLT
10-0 _ l'-a" ` ` ©lN1N�AT�N U-BOLT AT LINE POST DETAILS _ f,
_ _
cr)
PARALLEL TO OFFSET I { } {PARALLEL TO OFFSET)
_..,._............
° • d NO SCALE 4" ANCHOR POST
112" f�-BOLT \ �...----`
4" ANCHOR POST
CONCRETE �. SECURE SIDE
DEADMAN CONCRETE
PIPE GUARD DETAIL
DEADMAN ^^"
'.. `
______., NO SCALE
'
` DEADMAN
OFFSET DEADMAN MINIMUM
NOTE: .;
DISTANCE REQUIRED TO AVOID STEEL PIPE FOR PIPE GUARDS SHALL
\ ,
-_r -- --.-� WELDED BRAGS
INTERFERENCE WITH POST. - - RAILS CONFORM TO ASTM A53, TYPE E OR S, ,. ;
r {SEE NOTE 3} (TYPICAL) -' �` GRADE B GALVANIZED, MINIMUM WALL \ - ;� �'°
�- THICKNESS 0.322 INCHES. TO DEADMAN
w__._._w.__._.-..._..^__.._._._..w._........_...._.._.,.___....__.._._._._.____.__...__.W.._...._.__....... ... ....... ........ ..__........_..
_ - LINE POST (SEE /
LINE POST _ _ tj'" ` ' .
{SEE FENCE 1p�Or, `' PULL POST FENCE DETAILS
- Y (RYA CABLE ANCHOR `` CABLE ANCHOR FOR SPACING 3i4 W}RE ROPE ~~�!
DETAILS FOR _ 1 POST?-
SPACING BETWEEN -- _ POST BETWEEN FENCE ; �, N
FENCE POSTS) CL DEADMAN-_...._ , POSTS) `' LOCK
NUT TYP &
r
,_. LOCK WASHER &
NOTES: TO DEADMAN fi TO GROUND LEVEL HEX NUT {TYP} (TYP)
NOTES:
1, FENCE FABRIC NOT SHOWN FOR CLARITY. 1. WHERE "A" AND "B" CABLES OVERLAP,
2, CABLE "A" & "B" DESIGNATIONS ARE FOR USE U-BOLT AT OVERLAPPING GABLES DETAIL.
BRACE PANEL W/ D EAD M E N DETAIL CLARIFICATION OF ROUTING OF CABLES. /` SECURE SIDE 2. WIRE ROPE CLAMP NOT SHOWN.
3. DEADMAN OFFSET MAY BE ELIMINATED , ;'.. c4 3. VERIFY ASSEMBLY BEFORE ORDERINGfFABRICATING.
Na SCALE WHEN FENCE ON CABLE BARRIER IPOSTS. C IS TS� GENERAL
BE LED n U-BOLT AT CABLE ANCHOR POST DETAIL U-BOLT AT OVERLAPPING CABLES DETAIL
i i -_
LINE POST
"A" CABLES
CV �
3" MIN. CONCRETE
COVER OVER ANCHORS
NOTE 9, THIS SHEET. s
8° DIA. PIPE 3 BOLLARD SPACING SCHEDULE NO SCALE
GUARD, TYP
4 ANGLE OF
` INTERSECTION A 13
4" x 4" x 114"ANCHOR a ? GENERAL NOTES:
PLATE 90 DEGREES ,- 11 4'-0"MAX
OR -
RIGHT HAND THREAD TO CLAMP PLACEMENT PER O
LESS 3' 0"M}N 1 CABLES SHALL BE GONTINOUS FROM DEADMAN TO DEADMAN NO SPLICES IN CABLE SHALL BE
3/16".._......._._... 3'-0"x3`-0"x2`-0"
MATCH TURNBUCKLE i MANUFACTURER'S __...
�p% :GREATER THAN 3'-0" 4'
-0" 1AX ALLOWED. CABLE BARRIER SHALL BE INSTALLED BETWEEN FENCE POSTS AND FENCE FABRIC S
A
3/16 CONCRETE DEADMAN,
RECOMMENDATIONS 90 DEGREES I PER PLANS. U-BOLTS ON LINE POSTS SHALL BE INSTALLED PERPENDICULAR TO THE STRANDS
TYPICAL SEE BRACE i
TAIL OF CLAMP { DEADMAN O............ .............................._. �---
ASSEMBLY SHALL BE EXTRA HEAVY DUTY
\OF THE WIRE ROPE AND SHALL BE TIGHTENED AFTER SAG IN CABLE BARRIER HAS BEEN REMOVED,
PANEL DETAIL THIS
ADJACENT TO POST WIRE ROPE THIMBLE - SHT) B BRACE PANELS W/DEADMEN SHALL BE SPACED AT 200 FOOT MAXIMUM INTERVALS AND AT CHANGES
ANGLE OF _....._...__..__ -----
� IN ALIGNMENT EXCEEDING 45 DEGREES. DEAD SPACING 1S BASED ON A SPECIFIC VEHICLE WITH
12' 1,_6„ i INTERSECTION r >, _ A RESULTANT KINETIC ENERGY OF LESS THAN 400 K FOOT POUNDS. FOR LONGER DEADMAN RUNS AN
2„._............... ............_._._...._:.._..._.... _...... ANALYSIS WILL HAVE TO BE MADE TO DETERMINE EFFECTIVENESS FOR ACCEPTABLE PENETRATION
E :
AS REQUIRED
C)
LIMITS.
f. ` .5
OFFSET DEADMAN
1 114 DIA. ROD w W..,_
_...._.._.... _
a MINIMUM DISTANCE - +._.. .__-
REQUIRED TO AVOID ;\ 2. CABLE BARRIER SHALL BE U.S. DOMESTIC 3f4 INCH6xl9 CLASS WIRE ROPE, REGULAR LAY,
,
NOTE: 4 -WIRE ROPE CABLE INTERFERENCE WITH ;_ ` _ LINE POST7
EXTRA IMPROVED PLOW STEEL (SIPS) INDEPENDENT WIRE ROPE CORE (IWRC) CLASS A
TYP. BRACE RAIL WELDED BRACE '
HOT DIP GALVANIZE ANCHOR ASSEMBLY AFTER CLAMPS, PEEN THREADS {TYP) PULL POST, WELDED BRACE
FABRICATION, AND TRUSS � RAIL, TYP GALVANIZED, IN ACCORDANCE WITH ASTM A1023/A1023M
{SEE BRACE PANEL RAILS TYP
NOTE 3 THIS '\, , ,
ROD' TYP
SHEET.} 4" CORNER PULL POST, CABLE ANCHOR
3. EYE TO EYE TURNBUCKLES SHALL BE 1-1/4" X 12", TYPE 1, FORM 1 CLASS 4 ZINC COATED,
WIRE ROE E CLAMP D ETA I L POST TYP PAST TYP
�EADMAN ANCHOR BOLT DETAIL � NO SCALE IN ACCORDANCE WITH ASTM F1145•
_"_._. _._�.._......"_..__....__._._ . w._..___.._�....�..___.__._...�__._~__.._.....___L__
NO SCALE
CORNER PLAID 4. WIRE ROPE CLAMPS SHALL BE TYPE 1, CLASS 1, GALVANIZED, IN ACCORDANCE WITH FS FF-C-450.
3,-0"x3' 0"x2'-0"
CONCRETE DEADMAN (SEE SECURE SIDE 5. U-BOLTS AND HEX NUTS SHALL BE 1/2", GALVANIZED, IN ACCORDANCE WITH ASTM A307 AND
4" CABLE ANCHOR POST
BRACE PANEL DETAIL,
SIMILAR) _. DEADMAN ASTM A563.
U-BOLT (SEE U-BOLT
DETAILS THIS SHEET) `�\ \ 1 1l4"DIA. SCH, 40 Of , 2 6, THREADED RODS SHALL BE 1-1f4", GALVANIZED, IN ACCORDANCE WITH ASTM A307 OR A36.
_ "
\ PIPE BRACE, WELDED =.?
OFFSET DEADMAN '{~= w .__ .___ _ . ___.__.__ ._... 1�-0" WELDED BRACE RAILS SHALL BE INSTALLED AS PER THE PLANS AND AWS D1.1 {STRUCTURAL
7W
,� 4" PULL PAST MINIMUM DISTANCE WELDING CODE - STEEL) AT CORNER, END, GATE, AND
B CABLES WITH THlMBLED PULL POSTS. DAMAGE TO THE GALVANIZED
REQUIRED TO AVOID
,�`` I SURFACE DUE TO WELDING SHALL BE REPAIRED WITH "REPAIR STICKS" OF ZINC -CADMIUM ALLOYS
END (SEE WIRE ROPE CLAMP \ \ \ INTERFERENCE WITH
DETAIL THIS SHEET)\ ` BOLLARDS AND END ! ' CABLE ANCHOR OR ZING -TIN LEAD ALLOYS AS PER AWS WZC.
POST. {SEE BRACE_" POST
1 1!4" LEFT-HAND 4 PANEL NOTE 3 THIS WELDED BRACE 8. FOR EXISTING FENCES, REPLACE THE LINE POSTS AT THE BEGINNING AND END OF EVERY
THREAD GALVANIZED \ i 3/4" CABLE BARRIER SHEET.} s ' RAILS CABLE RUN WITH A 4" ANCHOR POST AND 4" PULL POST.
TURNBUCKLE EYE {FOR \ I 4 END POST EQUAL
TURNBUCKLE WITH 12" _ _ EDEADMAN OFFSET IS PROVIDED TO ALLOW ACCESS TURNBUCKLES FUTURE ADJUSTMENT
\` i /"J ��' N {3'-0" MAX)MAX
= - - U BOLT. {SEE U BOLT AT LINE . DE MA LLO TO RNB FOR ADJ T
TAKE-UP) , \ POST DETAILS THIS SHEET, AFTER FENCE FABRIC IS INSTALLED. IF FENCE FABRIC IS NOT TO BE INSTALLED ON THE BARRIER
._.......
..........
........
...
,........ .....__...........:.._.._._ SIMILAR.) POSTS, OFFSET MAY BE ELIMINATED AS APPROVED.
1 1l4"TURNBUCKLE -''S 1 1/4" DIA. SCH. 40 END PANEL PLAN 10WHEN FENCE FABRIC IS NOT TO BE INSTALLED, PROVIDE POSTS AND FITTINGS IN CONFORMANCE
BODY WITH 12" TAKE-f PIPE BRACE, WELDED WITH DETAILS SHOWN ON THIS SHEET AND THE REQUIREMENTS FOR FENCE TYPE FE5.
UP, GALVANIZED
-. 4" CABLE ANCHOR POST
a . I ; \ .. ; CORNER ; WELDED - 2 - 314" CABLE
\ \, �\ �, \ ' END POST OR BRACE` 1.90LINE 0 DT BARRIERS
$.\ Q a` ; a RAILS _
:,,_
t
.' c.4.• �;. •:., --, • . � AS A MINIM
UM
8„DIA. PIPE _ - _ �_!_ -
a'a, - ^y
GUARD
00
" ! 16" DIA -
r . • _ _
0
i
\... Q •Q ? i Q i C'h '`J\ hS .4 A .q d .{ 4 �3 ,4 �!� ,/:\... A .p � � :. tb ..d `
UNDISTURBED SOIL
DIMENSION PARALLEL TO OFFSET
NOTE:
DEADMAN DETAIL FENCE FABRIC NOT SHOWN
_..__-...._............_..........._.W...__...__..._._._ v. ..v_
NO SCALE FOR CLARITY
d' - d• d q 4 -
a
q.
1U-0" MAX NOTE.
POST FENCE FABRIC NOT SHOWN FOR CLARITY.
CC..
END PANEL ELEVATION
{CORNER PANEL ELEVATION SIMILAR}
CORNER OR END PANEL WITH.: DEAD. A DETAIL
NO SCALE
CABLE BARRIERS N.T.S.
i m t
NO SCALE
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2017-AUG 18
U
DRAWN BY
G. FRANK
DESIGNED BY
G. FRANK
CHECKED BY
I SLINSKY
SCALE
AS SHOWN
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