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INDEX OF DRAWINGS _` * °I.� 6=
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G0.0 COVER SHEET 033612 z
PROJECT TEAM C0.1 OVERALL SITE PLAN & KEY MAP '•,+r�� `` 'cr ` `�~�.` •
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C1 .0 EXISTING CONDITIONS MAP AREA 'A' SD/DD REVIEW
ARCHITECT - PRIME C1 .1 EXISTING CONDITIONS MAP AREA 'B'
mC1 .2 EXISTING CONDITIONS MAP AREAS 'C' & 'D'
PFA ARCHITECTS Nat!O WP C1 .3 DEMOLITION PLAN
CONTACT: MS. CYNTHIA TURNER, AIA ././ 0 .,'"
PHONE: [phone] C2.0 OVERALL STAKING PLAN
196 CO CE AVENUE Ready i C2.1 STAKING PLAN AREA 'A'
ASHEVILLE, NC 28801
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C2.2 STAKING PLAN AREA 'B'
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Responsive ` ,
2. STAKINGPLAN AREAS 'C' 'ID'
CIVIL ENGINEER Relevant ,Y-� 0 ' ,.
C 3 &
C2.4 STRIPING & SIGNAGE PLAN
TIMMONS GROUP N *C \ , f r C3.0 OVERALL SITE UTILITY PLAN
CONTACT: MR. FRANK SLINSKY, PE C3.1 SITE UTILITY PLAN AREA 'A'
PHONE: [phone] * ,;}
5410 TRINITY ROAD, SUITE 102 S` 10 0..... r C3.2 SITE UTILITY PLAN AREA 'B'
RALEIGH, NC 27607Ince 't63
.- 1145;1:1 +6.* C3.3 SITE UTILITY PLAN AREAS 'C'
1' ii • p C3.4 FIRE APPARATUS ACCESS PLAN
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OWNER101: iteet°3 C4. OVERALL GRADING & DRAINAGE PLAN
- - "' C4.1 GRADING & DRAINAGE AREA 'A' 0
NORTH CAROLINA NATIONAL GUARD
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CONTACT: MR. HAROLD LITZENBERGER, PM C4.2 GRADING & DRAINAGE AREA 'B' z
PHONE: [phone] C4.3 GRADING & DRAINAGE AREAS 'C' & 'D' Z
1636 GOLD STAR DRIVE, SUITE 2600 0
RALEIGH, NC 27607 C4.4 SPOT GRADE PLAN AREA 'A'
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C4.5 SPOT GRADE PLAN AREA 'B'
0
C4.6 SPOT GRADE PLAN AREAS 'C' & 'D' Z
C4.7 PRE-DEVELOPMENT STORMWATER MANAGEMENT PLAN
A! C4.8 POST-DEVELOPMENT STORMWATER MANAGEMENT PLAN w
C4.9 PRE & POST-DEVELOPMENT STORMWATER MANAGEMENT PLAN INSETS 0 H
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C5.0 OVERALL EROSION CONTROL PLAN W
Rod. C5.1 EROSION CONTROL PLAN AREA 'A'
C5.2 EROSION CONTROL PLAN AREA 'B' 0
C5.3 EROSION CONTROL PLAN AREAS 'C' & "D' -I
cOzs\N C6.0 LANDSCAPING PLAN Z Z 2
C
HAR�ts 2
C6.1 _ WET POND SCM PLANTING PLAN 0 ❑
C7.0 STORM SEWER PROFILES ~ 2N AVER W g C\1
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v C7.1 STORM SEWER PROFILES Z Ct 0 Z
C7.2 STORM SEWER SCHEDULES < "�
Z < 2 El
C7.3 SANITARY SEWER PROFILES Z
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C7.4 WATERLINE PROFILES -1 0 a
4( C8.0 SITE DETAILS Qkzico j D
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C8.1 SITE DETAILS CK m gi s
C8.2 SITE DETAILS = z o 4i cs
PHASE 2 SITE C8.3 SITE DETAILS >i
C8.4 SITE DETAILS 11 I- Fy3 .2 E
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C8.6 SITE DETAILS i 0 - z CD
C8.7 SITE DETAILS � ?
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C8.8 SITE DETAILS ❑
C8.9 SITE DETAILS
C8.10 SITE DETAILS Revisions
C8.11 SITE DETAILS No. Date
COR #27 2021 JULY 09
C8.12 SITE DETAILS
C8.13 SITE DETAILS
C8.14 SITE DETAILS Project Number: 1711-B
Date: 2021 JULY 15
C8.15 SITE DETAILS Drawn by: FS
C8.16 SITE DETAILS COVER SHEET
C8.17 SITE DETAILS
APPLICABLE DRAWINGS INCLUDED IN SUBMITTAL'
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No,
Date
OR #27
2021 JULY 09
Project Number: 1711-B
Date: 2021 J U LY 15
Drawn by: FS
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CONDITIONS MAP
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LIABILITY FOR ANY EXISTING INFORMATION
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2. THIS PROPERTY LIES IN ZONE X, NOT SPECIAL FLOOD HAZARD AREA, PER FIRM
# 3�?02760a0J PANEL 27a0 EFFECTIVE DATE SEPTEMBER 5 200.
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DETERMINED BY CPS.
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5.CONTOUR INTERVAL IS ONE FOOT (1.6").
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6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY, ARE
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BASED 4N FIELD LOCATION OF SURFACE
BY TIMMONS GROUP AND ARE APPROXIMATE.
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FEATURES AND MARKINGS PROVIDED
OTHER SUB SURFACE UTILITIES
IN THIS SURVEY.
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THIS SURVEY ODES NOT VERIFY THE
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SURVEY. THE SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE
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INFORMATION IS BASED ON DEED
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BOOK 61, PG. 91 AND IS APPROXIMATE.
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Date
OR #27
2021 JULY'09
Project dumber: 1711-B
Date: 2021 JULY 15
Drawn by: FS
EXISTING
CONDITIONS MAP
AREAS 'C' & 'D'
Sheet Number:
■

1 1. 1
EXISTING CONDITIONS LEGEND
lI I ITEM C-6 STOCKPILE OF CRUSHED MATERIALS QUESTION: CAN WE STOCKPILE CRUSH b ,CLEARINGIIM/T . - ~ - ` # WOODS STORM PIPE ----- -- WATER LINE FROM RECORD DRAWING - - WR - cl) co n, a
li ANSWER: CRUSHED MATERIALS MAY BE TEMPORARILY STOCKPILED ONSITE IN UNIFORM PILES WITHIN A * rrrr ___x_ - N
\ \ A CONDENSED AREA AS TO NOT DISRUPT CONSTRUCTION ACTIVITIES. ACCOUNT FOR ADDITIONAL EROSION CONTROL * ■ssisrrrssi rrr FENCESANITARY SEWER LINE - 5f4fU! - SANITARY SEWER MANHOLE z - m
�' rrrrr irrrrir rrrrsm .
11 - MEASURES IN THE BID TO PREVENT RUNOFF OF FINES FROM THE CRUSHING WORK AREA AND STOCKPILE AREA. AT a11010116.1111110111.1100.111.1.1111.i PAINTED GAS LINE --
■rrriSANITARY SEWER FROM RECORD DRAWING - A STORM SEWER MANHOLE cu °'
1 I A MINIMUM, SURROUND THE STOCKPILE AREA WITH SILT FENCE AT THE END OF EACH WORKING DAY, HOWEVER '[ • rir ri rrirr iir �- •-
£ y ■riiIM rrrrrs r rrrrr ■rrrr ♦ PAINTED POWER LINE -UGP- PAINTED CABLE TV LINE -UCaT�- U 5
ii*■i i rrirr rrrssi irr +a ca ^, ••\ \ / y y ADDITIONAL MEASURES MAY BE NECESSARY DEPENDING ON LOCATION AND MEANS AND METHODS. ANYy * rrirsr iriiis r��rli POWER LINE FROM RECORD DRAWING - � - - - -UFO- °°ti n - - CRUSHED CONCRETE MATERIAL THAT IS NOT USED AS MASS FILL OR AS A REPLACEMENT TO ROAD BASE D * issrwrrrrirrrarrriss ■tripIna!iN:1I - - PAINTED FIBER OPTIC LINE CLEANOlJT{SANITARY OR STORM) r SSt a. . • A GREGATE MUST BE REMOVED FROM THE SITE. C, * r�iirrr>r�riif rrrr■rririMri r> PAINTED TELEPHONE LINE ' - EDGE OF WOODSl ,, ■srrrrsroarasessairroapilirrriril, >t
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[REFER TO GRADING AND 51 4 , , . \ I 1 1 1 ,,oU I - (0
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ITEM C-2: C1.3 TEMPORARY FENCING QUESTION: ARE toe
tl (1 41. '` F- ` _ . co N- o
v. x • • -_., . . . . Ilf IN � `sin . . . �iL �- �. f '�
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THERE ANY TEMPORARY FENCING REQUIREMENTS? i t' _�� "� �� ❑ I. I I DoC u - w - CONSTRUCTION LINiiT �T + • a W
gipul l hfA1Nr NANCE1' ,..7 N -� �-7-� ':7-,-7--• , q. - I
CAN EXISTING PERIMETER REMAIN FOR TEMP USE? DO x � .I LAUNDRY I KEY NOTES - ITEMS TO REMOVE KEY NOTES - ITEMS TO REMAIN r f Fi ' f ? % C 11 6
WE NEED TO INSTALL ALONG CONSTRUCTION LIMITS _
BETWEEN CONST AREA AND EXISTING TO REMAIN? OR yl } \ .t \ j BUILDING Ti' I, DoC f * • i T C1I
IS TEMP FENCE BEING PROVIDED IN PH CONTRACT? t �' T IEMOVE ALL ITEMS WITHIN THIS SHADED AREA UNLESS A EXISTING SANITARY SEWER TO REMAIN J I ! �, i
t t l It f"' OFFICE I I OWNER INFORMATION .
,ANSWER: NO TEMPORARY FENCING IS REQUIRED BUT titi l4 1 I f. - I OTHERWISE NOTED ON THIS DRAWING. RAILER' m STORY 4 U
THE CONTRACTOR MAY CHOOSE TO INSTALL 1 11 REMOVE UTILITY POLE AND CONNECTING UTILITY LINES, COORDINATEB 1 ;� QBIL EX. POND # I GG}NS, JOSHUA R �3
'TEMPORARY FENCING TO PROTECT WORK AREAS AND 1 '� MIll _ EXISTING STORM STRUCTURES TO REMAINI
., C
1 i �' 0RELOCATION OF POLE AND UTILITY LINES WITH UTILITY PROVIDERS, cn s + . RAILS Pl}I!}V . 2TO1547620
EQUIPMENT. SHOULD THE CONTRACTOR DECIDE TOy� • , * •
\ 41 y I i� OWNER ERAND CIVIL ENGINEER. z II II T =. Ex STATE OF NORTH CAROLINA r Q}
INSTALL TEMPORARY FENCING, THERE WILL BE NO kl 4 , , a'... 0 EXISTING WATER LINE TO REMAIN LE ., ! TRCL B.M. 2394, P - 576 Z C.6 0 f )
pk 1 L'-''--.' )ADDITIONAL COST TO THE OWNER. EXISTING yi 1 REMOVE MANHOLE TOP AND REPLACE WITH CATCH BASIN I I 4 LINE
r
PERIMETER FENCING SHOWN ON THE DEMOLITION x cb --, 1
• ti I� ,� � TOP ( REFER TO GRADING AND DRAINAGE PLAN). D EXISTING GAS LINE TO REMAIN + x ** r �/
PLAN TO BE REMOVED MAY BE USED AS TEMPORARY \ I /
\ \ k�; . it I I - •• -I - -- -Ga -- --` I, '° - Lr 11 4t
FENCING. EXISTING PERIMETER FENCING IS TO BE I 1 i ji4 - - - - TREE CLEARING
E f 00
TURNED OVER TO THE DEPARTMENT OF CORRECTIONS l j s I - -SA -5 f�� EXISTING UNDERGROUND TELEPHONE TO REMAIN � � I
} J_ I.{7
r CVEN IF IT IS USED AS TEMPORARY FENCING (REFER \ I I \ llll c1 �,
91
TO NOTE 5 ON SHEET C1,3). THERE iS NO TEMPORARY \ �, ti o C)Ii I II I . BRUSH/LOW GROWTH CLEARING h L EXISTING UTILITY POLE AND CONNECTING UTILITY LINES TO REMAIN, ---- £�e, IrIS(R
FENCING IN PHASE 1 FOR USE IN PHASE 2. ' III II I MAINTAIN 20' MINIMUM CLEARANCE FROM FINISH GRADE TO LOWEST ~ I I 6' o �* �,ir
:,,,h. , yi , I I IAIN UTILITY LINE. +
ITEM C-1: C1.3 SITE DEMOLITION QUESTION: IT APPEARS FROM THE OVERALL SITE DEMO PLAN, SHEET I CONSTRUCTION LIMITS ■ ■ +
Gi EXISTING L[GHT POLE TO REMAIN * * Revisions
tit *
'C1.3 THAT THE LOWER PORTION OF WESTERN AVE, IS SCHEDULED FOR DEMOLITION, HOWEVER THE SITE STAKING I 9 I I
I 'PLANS SHOW US SIMPLY APPLYING AN OVERLAY TO WESTERN AVE. CAN YOU CLARIFY THIS? 1 '� I * Ex a"PV i No. Date
ANSWER: THE PORTION OF WESTERN AVE. SHOWN ON SHEET C2.1 AND C2.3 TO BE OVERLAID WITH ASPHALT - - • EXISTING UNDERGROUND POVI+ERLINE TO REMAIN I I ##� 1 - w ro�orI� = iQo- p O1 JL
IS NOT TO BE REMOVED / DEMOLISHED. PLEASE REFER TO DETAIL 5 ON SHEET C6.0 FOR INFORMATION ON WHAT , " I " ;1 x • + p ° x. WETLAND
JS REQUIRED. Il EXISTING BUILDING TO REMAIN izi
o
!Ar r�eaer.rrru r
DEMOLITION NOTES 2.2.4. THE AREA IS PROOF ROLLED AND COMPACTED TO SPECIFICATIONS. NOTE THE AREA UNDER THE FUTURE HELIPAD SHALL BE COMPACTED ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL DELIVER METERS TO UTILITY PROVIDERS.
1, CONTRACT INCLUDES REMOVAL OF ALL EXISTING STRUCTURES, UTILITIES, PAVEMENTS, ETC. ABOVE AND BELOW GRADE AS SHOWN ON THIS TO 95% STANDARD PROCTOR. 10. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. Project Number: 1711-B
DRAINING (SHADED AREA KEYNOTE "J") UNLESS OTHERWISE NOTED HEREIN, REFER TO THE EXISTING CONDITIONS DRAWINGS AND PROJECT 3. CONCRETE BLOCK, MASONRY, AND BRICK MAY BE USED AS MASS FILL. CONCRETE BLOCK, MASONRY, AND BRICK MAY NOT BE USED AS A REPLACE ANY EXISTING PAVEMENT REQUIRED TO BE REMOVED OUTSIDE THE CONSTRUCTION LIMITS FOR UTILITY I SEINER INSTALLS (WHETHER Date: 2021 ,DULY 15
SPECIFICATIONS FOR ADDITIONAL INFORMATION AND INSPECT THE SITE TO ACCOUNT FOR ALL ITEMS TO BE REMOVED WITHIN THIS AREA. REPLACEMENT TO ROAD BASE AGGREGATE. EXISTING PAINT ON THESE MATERIALS CAN REMAIN. OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). •
2. CONCRETE (NOT MASONRY) FROM THE HIGH RISE BUILDING MAY BE PROCESSED AND USED ONSITE AS FOLLOWS. THERE WILL BE NO ADDITIONAL 4. EXISTING UTILITIES OR STRUCTURES SHOWN ON THIS DRAWINGTO REiI+iAIN OR BE MODIFIED MUST REMAIN IN CONTINUOUS SERVICE AND BE 11. PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ARCHITECT Drawn by: FS
PAYMENT FOR THIS: PROTECTED FROM DAMAGE. NOTE: THE CONTRACT INCLUDES RELOCATION OF UTILITIES OR STRUCTURES IF NEEDED, IMMEDIATELY. DEMOLITION PLAN
2.1. CONCRETE MAY BE PULVERIZED TO CABC STONE GRADATION AND USED AS BASE STONE UNDER ASPHALT AND CONCRETE PAVEMENTS. 5. STOCKPILE EXISTING CHAIN LINK FENCE FABRIC AND BARBED WIRE NEAR OR ON THE SITE. DEPARTMENT OF CORRECTIONS WILL REMOVE THIS 12. EMPLOY A QUALIFIED SUBSURFACE UTILITY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND UTILITIES FIND SERVICES WITHIN THE LIMITS OF
PULVERIZED CONCRETE FOR USE UNDER PAVEMENTS WILL BE INSPECTED BY A MATERIAL TESTING FIRM HIRED BY THE OWNER FOR MATERIAL FROM THE SITE. COORDINATE LOCATION OF STOCKPILE AREA AND TIMING OF REMOVAL WITH THE PROJECT TEAM AND THE CONSTRUCTION (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, WATER, SEINER, CABLE, FIBER OPTIC).
EQUIVALENCY TO NCDOT CABC STONE. DEPARTMENT OF CORRECTIONS (BURKE CRV STAFF). 13. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE AND OSHA REGULATIONS.
40010e).77
F F I I ELEVATIONS STRUCTURES T H CONSTRUCTION 2.2. CONCRETE MAY BE CRUSHED TO NO LARGER THAN 6" DIAMETER AND USED AS MASS ILL. CRUSHED CONCRETE OR USE AS MASS FILL WILL 5. BY SUBMITTING A BID, CONTRACTOR ACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED 7O DETERMINE EXTENT OF DEMOLITION WORK. 14. ADJUST THE TOP ELEVA7 O S OF EXISTING DRAINAGE AND UTILITY S UC"f'URES THAT ARE NOTED 7a REMAIN WITHIN THE ca STRUC IoN
BE INSPECTED BY A MATERIAL TESTING FIRM HIRED BY THE OWNER. USE OF CRUSHED CONCRETE FOR USE AS MASS FILL SHALL BE 7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS SHOWN ON THE DRAWINGS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY LIMITS (WHETHER OR NOT INDICATED TO BE MODIFIED). THE TOP ELEVATIONS OF THESE STRUCTURES ARE TO MATCH THE PROPOSED FINISHED V' SCALE 1"-50' Sheet Number:
ALLOWED UNDER THE FOLLOWING CONDITIONS: UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD GRADES.
2.2.1. THE MATERIAL IS CLEAN OF ALL EXTRANEOUS MATERIAL SUCH AS REBAR. NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. 15. REPLACE ANY EXISTING TREES & VEGETATION DAMAGED DURING CLEARING, DEMOLITION OR CONSTRUCTION OTHER THAN THOSE SHOWN TO Il
2.2.2. THE MATERIAL IS WELL MIXED WITH SOIL 8. INSTALL EROSION CONTROL DEVICES PRIOR TO BEGINNING DEMOLITION AND/OR CLEARING OPERATIONS. REFER TO EROSION CONTROL REMOVED I CLEARED. REPLACE THOSE TREES &VEGETATION UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE 0 50' 100'
2.2.3. THE MATERIAL IS BURIED AT LEAST 5-FT DEEP AND LAID IN NO MORE THAN A SINGLE 1-FT LAYER. DRAWINGS, OWNER C 1 . 3
-
9. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH WITH 16. PROVIDE POWER, WATER, AND ANY OTHER TEMPORARY UTILITIES REQUIRED FOR DEMOLITION AND CONSTRUCTION.

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No.
Date
OR #2 7
2021 JULY 09
Project Number: 1711-B
Date: 2021 JULY 15
Drawn by: FS
OVERALL
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f r
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it r �� r_t'•y : ky / 1 I I I I ti k r I I y l x l
BARREL INV ELEV = 1171 + I I I r y I� � / / I I I I c � ,!_ r�- _ � _ f r I ' ��". f r i 1 1 � + � � �% �
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? ti EMERGENCY I y Iy I t 4 t I i ' I I ► II - _ - r .H -� �'- r f / Ir I r r I - 4 _ _ _ _ _ , _ ; - �- - r I t�
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1 ELEV = 1206.5 ) y y y y t + I 1 I I � � . I � _ r { + I I _ _ - . � .. - �� - _ _ _ ` __ - J N k k
ll I I I ____ _ ___------ -I
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I + 11
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, + DEWATERING + , N = f= - - -.I -I _ r _ _ _ - - _ _ _ - - _ - _
PIPE (REFER TO t k Q r 11 7 -- _ - - _ - = _ _ - r� 4 T - - - -- - - - - t - - 2- - - - - - I - - - - -I 2 �_�:f
' - - - - ---w+--� - vi �. - -
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SI--IEET C8.14 - - -- �" - - - - - ��:'s's-r - -
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i
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' OUTLET I Nl� _ - - RCP __ - -+ t:: S.f TQ-2 - -
\ % STRUCTURE - _ I s` s1-I. da �v I
_ �� a
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{ V . I s . 1' s,a HEATED STQRAG BUILDING $,1
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/ `:.. ',
, ' I, 1, 1 WATER TABLE NORMAL POOL ELEV= 1201.5 � --� I" �. 19�
' ��ti i r .. + t� ' , * BELOW BOTTOM SIJARP ELEV = 1196 ` �.
l y 1 1 1l !* I ''.k•ti i
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NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA
STANDARDS-
2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER),
PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY.
MAINTAIN TRAFFIC FLOW AND 00 NOT INTERRUPT UTILITIES AROUND THE SITE.
DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES ANDIOR
THEIR OWNER'S ONGOING OPERATIONS.
3. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM
THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE
BEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THE.
TO EACH PAY APPLICATION.
4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,
OFF-HO€]R, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS.
5, 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 SORROW 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 BF PERMITTED THROUGH THE SEDIMENT POLLUTION
CONTROL ACT.
6- SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR
REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY
INSTALLATION.
7- REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE
AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.
8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN
ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED
BY THE NCDEQ AND CIVIL ENGINEER.
9, 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.
10. 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.
11. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%.
12• ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE
IN ANY DIRECTION.
13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO
CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.
14. ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1,04% MIN. SLOPE UNLESS
INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
15- PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER.
IF ROOF DRAIN PIPING CINDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF
DRAIN PIPING SHALL BE 6- DIP (IN LIEU OF PVC).
16- JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND INHERE
CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
SURFACES.
17. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
18- PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL
SYSTEMS, T UTILITY S S EMS STORM SEWERS AND THE STORM WATER MANAGEMENT
BASIN.
19- REFER STORM SEWER SCHEDULE ON DRAWING C7.2,
20- FOR 6" AND 8" CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE IS
NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB).
KEY NOTES ABBREVIATIONS
9
CONCRETE CROP INLET
i
TRENCH DRAIN
3
8' 9
CAST IRON DOWNSPOUT BOOT
AND PIPE CONNECTION
@
S. f
DRAINAGE MANHOLE
8.15
FLARED END SECTION
$.1
STORM SEWER TRENCHES
GINLINE
DRAIN
s
s- r
STANDARD CLEANOUT
s- r
PERFORATED UNDERDRAIN
ODCONCRETE
CATCH BASIN
ENDWALL (WITH
QDCONCRETE
EXTENDED VVINGWALLS)
LEGEND
TC = TOP OF CURB ELEVATION
BC = BOTTOM OF CURB ELEVATION
TS = TOP OF STEP ELEVATION
BS - BOTTOM OF STEP ELEVATION
TW = TOP OF WALL ELEVATION
BW = BOTTOM OF WALL ELEVATION
EP = EDGE OF PAVEMENT ELEVATION
FG - FINISH GROUND ELEVATION
FIFE = FINISH FLOOR ELEVATION
RCP = REINFORCED CONCRETE PIPE
6" DIP = DUCTILE IRON PIPE
PVC = POLYVINYL CHLORIDE PIPE
SCH = SCHEDULE
HP= HIGH POINT ELEVATION
LP = LOW POINT ELEVATION
SW = SIDEWALK ELEVATION
FL = FLOW LINE
TH = TOP OF HOOD
TG = TOP OF GRATE
TL = TOP OF LID
EXISTING
PROPOSED
FENCE
x `--
x
GAS LINE - -
- G- -
G
POWER LINE -
(JCp-- - -
UGP
TELEPHONE LINE - -
UGT- - -
UGT -
WATER LINE
, W- - -
SANITARY
SEWER LINE -
SAN- - -
SAN
CABLE TV LINE
UCATV
FIBER OPTIC LINE
uFo- ---- -
UFO
STORM PIPE .-r
LP
LP
ROOF DRAIN PIPE -
RD- - -
RD
CONSTRUCTION LIMTS
� ■ ■ � ■ w r
PP
IMP
LIGHT POLE
MI -I
MW
SITE BOLLARD
8
0
HH
UTILITY POLE
-0'
-0_M11
SANITARY SEWER MANHOLE
� CO
� c0
STORM SEWER MANHOLE
(a QI
0 DI
CLEANOUT (SANITARY OR
0 FH
0 FM
STORM)
wv
vuV
DROP INLET
pq
Eg
FIRE HYDRANT
WATER VALVE
TELECOM BOX
N
LEI
THRUST BLOCKING
'�
SANITARY SEWER STRUCTURE ID:
Ai
DRAINAGE STRUCTURE ID:
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Revisions
No.
Date
.OR #
2D21 JULY 09
Project Number; 1711-B
Date: 2021 JULY 15
Drawn by: FS
GRADING &
DRAINAGE PLAN
AREA 'A'
Sheet Number'
2

11
11
- 1__�
\ \�\ r 1\ \w\4 �~� `__--- --- -- -� --_--y f � �l� �.- f f i 4 ITEMC-9GR1
\ r,ml " ♦ \ \ ♦-11 f1
' ' � \% ' C] • � ` - - - - _ � __ I ~ - - r - j GRADE ELEVATIONS OF THE FUTURE HELIPAD AND OTHER AREAS IN ORDER TO UTILIZE ACCEPTABLE RECYCLED
\ \ \ • \ \. \ C`?%\ ` ` 4 4 \ ` �. - _ - - - - - - - - , - - - _ _ - - - - - I I I y _ } r - - MATERIAL GENERATED FROM THE DEMOLITION OF EXISTING STRUCTURE5?
• \ \ \ ` " \ - \ \ \ \ - - _ Y �` - - - - _ _ _ _ - - - - - ` _ _ - - f f [ 1 r - -� r _ ANSWERS IT MAY BE ACCEPTABLE TO RAtSEIADJUST GRADES IN THE FUTURE HELIPAD AREA DEPENDING ON
I \ `� � \ \ \ # . � - _ - { 4 - _ - - _ Y _ - - • �.\ I I I I _ - / THE VOLUME OF MATERIAL THE CONTRACTOR PLANS TO UTILIZE (IF ANY). CONTACT THE ARCHITECT AND CIVIL
` �� \ • \ ` • �� � ` -• ` , - - J - J - _ _ - r 4` f \ I L _ ` ENGINEER AT LEAST 21-DAYS IN ADVANCE TO DISCUSS ANY PROPOSED GRADE ADJUSTMENTS. THERE WILL BE
- _ _ y 4 NO ADDITIONAL PAYMENT FOR GRADE ADJUSTMENTS OR OTHER CONSTRUCTION WORK REQUIRED TO UTILIZE
\ \ W � `� _, ._ � � � - \ r ACCEPTABLE RECYCLED MATERIAL; CONTRACTOR WOULD BE RESPONSIBLE FOR POTENTIAL ADDITIONAL EROSOOt
I \ \ ♦ _ - _ , - - - _ \ . I- f f CONTROL MEASURES, STORM SEWER CHANGES, TREE CLEARING, ETC. DUE TO THE PROPOSED GRADE CHANGES.
t '� \ J ' , � 11 - - ` - J ` ` + - I r � J ~ \ DEFER TO SPECIFICATION SECTION 31 20 00, PARTS 1.9.A. AND 1.11.E. AND 1.11.F, FOR ADDITIONAL
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1, ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA
STANDARDS.
2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER),
PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY,
MAINTAIN TRAFFIC FLOW AND ❑O NOT INTERRUPT UTILITIES AROUND THE SITE.
DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR
THEIR OWNER'S ONGOING OPERATIONS.
3. THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM
THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE
BEEN RECYCLED. COMPLETE THE S.W.A.R.W.E.B. FORM AND ATTACH IT TO THE
TO EACH PAY APPLICATION.
4. OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,
OFF -HOUR, OR TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS.
6. DISPOSE OFF -SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION
AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES
ANDIOR WASTE AREAS. IF THE SAME PERSON CONDUCTS THE
LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,
THE RELATED BORROW OR WASTE ACTIVITY 15 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.
6. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR
REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY
INSTALLATION.
7- REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE
ANDIOR OFFSITE) AT NO EXPENSE TO THE OWNER.
8. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN
ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED
BY THE NCDEQ AND CIVIL ENGINEER.
9. 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.
10. 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.
11. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%,
12. ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE
IN ANY DIRECTION.
13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO
CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.
14- ALL ROOF DRAINS SHALL BE 6" PVC (SC 440) @ 1,04% MIN. SLOPE UNLESS
INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
16. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER.
IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF
DRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC).
16- JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND INHERE
CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
SURFACES.
17. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
18- PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS -BUILT SURVEY OF ALL
UTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENT
BASIN.
19- REFER STORM SEWER SCHEDULE ON DRAWING C7.2.
20. FOa B" ANI� 8" CURB, TQp OF GRATE IS 8" BELOW TOP QF Clfr�SIHOOD (THEME IS
NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8' CURB).
;EY NOTES ABBREVIATIONS
GCONCRETE
DROP INLET
8.'r
TRENCH DRAIN
3
�•1
CAST IRON DOWNSPOUT BOOT
AND PIPE CONNECTION
¢
s, r
DRAINAGE MANHOLE
5
s. i
FLARED END SECTION
8.i s
STORM SEWER TRENCHES
8.1
INLINE DRAIN
8
S. i
STANDARD CLEANOUT
9
s- �
PERFORATED UNDERDRAIN
S
CONCRETE CATCH BASIN
7
CS-9
CONCRETE ENDWALL (WITH
EXTENDED WINGWALLS)
TC = TOP OF CURB ELEVATION
BC = BOTTOM OF CURB ELEVATION
TS = TOP OF STEP ELEVATION
BS = BOTTOM OF STEP ELEVATION
TW = TOP OF WALL ELEVATION
BW = BOTTOM OF WALL ELEVATION
EP = EDGE OF PAVEMENT ELEVATION
FG - FINISH GROUND ELEVATION
FIFE = FINISH FLOOR ELEVATION
RGP = REINFORCED CONCRETE PIPE
6" DIP = DUCTILE IRON PIPF
PVC = POLYVINYL CHLORIDE PIPE
SCH = SCHEDULE
HP= HIGH POINT ELEVATION
LP = LOW POINT ELEVATION
SW = SIDEWALK ELEVATION
FL = FLOW LINE
TH - TOP OF HOOD
TG = TOP OF GRATE
TL = TOP OF LID
LEGEND
EXISTING
PROPOSED
FENCE -
_x
X
GAS LINE -
G
G
POWER LINE - - -
uGp__ -
UGP!
TELEPHONE LINE .- - -
UGT
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WATER LINE - -
- w-
W
SANITARY
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UCATV
FIBER OPTIC LINE- - --uFo-
-
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ROOF DRAIN PIPE-
RD -
w RD
CONSTRUCTION LIMTS
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LIGHT POLE
2
SITE BOLLARD
@
@
UTILITY POLE
,0_
_-
SANITARY SEWER MANHOLE
STORM SEINER MANHOLE
tpih
CLEANOUT (SANITARY OR
STORM)
DROP INLET
®
ED
FIRE HYDRANT
_(�_
WATER VALVE
0
TELECOM BOX
THRUST BLOCKING
SANITARY SEINER STRUCTURE ID:
p51
DRAINAGE STRUCTURE ID:
Al
SCALE 1 "=30'
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Revisions
No,
Date
OR #2
2D21 JULY �9
Project Number: 1711-B
Date: 2021 J U LY 15
Drawn by: FS
GRADING &
DRAINAGE PLAN
AREA 'B'
Sheet Number:

wn ,
.i.v-,,,,N#..,•\' ,07... \,
_ f '+r l'.I ■. cs-9 G 40,0w.up.
` ~ yy f ���: r' *■ " ` - 1. ALL CONSTRI 1CTION SHALL COMPLY WITH ALL APPLICABLE NCSC❑ AN❑ ❑SHA �,- , e /4 • t 'rf°84,6 s - _ _ ■■ STANDAF DS_ E n. ip4,4ciii?
ica
r_
r # I « /# �: {. i U rn rh{ J..:•-...:,...t.,..0,4' a t , 67 C8.9 1 C8"9 ,� ....i._:_.
. _ _ - _ * II_II , 2. COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER),
#� r ♦ x r 8" SGH.40 avc = a n: ,i, s
_ _ r '. ► PFA ARCHITECTS (ARCHITECT), AND ADJACENT USERS OF THE PROPERTY. x ry
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- 1 : . ' MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPT UTILITIES AROUND THE SITE. a:
Ln
" �3JPA1WA
� � � lr i ; R+�A. . . � - - 111: - � * �� :ti- ' � � .� .1 - � - -*1414w - � . . . 1 . >� . f, ` * � r . �I I�� -- ,a � m ^I a
r + * , . ..,.. . .6
1 . • ....._•,- , sit } - 0
1 1I11 • �'-: DO NO DISTURB OPERATIONS OF ADJACENT SITES AND FACILITIES AND/ORQ o °°MATCH LINE DRAWING C4-1 - s•- t111111LAII1 r ' l R F .k..1411111 f! It, . '. .. . . i'_. • ��� 4 I ■ THEIR OWNER'S ONGOING OPERATIONS.
,t F � .,
�14 y . .. .• •
. . .
h t - IlL, �� 3, THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REIv1UVEl? FROM
• III W�i7 " • ■; �1 � � � . ► Ili' . i` r THE SITE AND SHALL PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE
- -. r} r�r .. i � � y �� GFx GPrl, 1 *" r GP •+ �+ i
i.' 1} � ' •dab J . . - � ��� a ���--RA \---_
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1F 4 Y ..' S ..!#. +C- ____ _ ` -o. - II BEEN RECYCLED. GDNtPLETE THE S.W.A.R,W.E.B, FORM AND ATTACH IT TO THE
� � -- _ � ,� � _ 1 � . . . � �•� � •�''�o � - � i � � y � � 4 - � I � 1.1
l ; r = � TOEACHPAYAPPLICATION.- x _ Ill t } [ . . A� -' - .` �' J f' 4 .
7,:::,„:::L:
t/.
•
.� , , l l t j ■ _ on� - #r'' ` lli 7 1 �� 4 '. * 4. OBTAIN ARCHITECTS VIfRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM,
r 1 x 4 --�- -• r �.� , ! 1 1 I k E +J1): '� J I I 1 1 iEe OFF-HOUR, OR TEMPORARY UTILITY SHUT DOWNS OR ❑ISRUPTIONS-
1 '.s . t l . . . . + �Sd■�A ■ 14, .-. ••r•�-- -_-ramr l 1 � - .fir k � . • 5■ I I. .-' ., ti . '' 1 *�jv $ s r i DISPOSE DFF-SITE UVASTEy MATERIALS GENERATED DURING CQNSTRkJCTION _
*• ,�. `.`` , 8.�+, VC. 1`, _ . 1- WIT . . . .
Y •
r AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF SITE STOCKPILESFIPPIPIP-- m+' - 1 1 r •
. + 4 : ,-- �, �. ---- ' 7 ..
- -�.6 1* AND/OR WASTE AREAS. IF THE SAME PERSON CONDUCTS THE
,:,,
. ,
■- • ``' 1 l • • • •• �4 • �.. r • >_ ti - . #, � . *%i
.• _ LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW DR WASTE ACTIVITY,
mil f\ i
.. PaV LOT ".i.. THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBIfG
•
r • • #� �e fI - +rc +rt � �. ACTIVITY IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE
.s� rgt% ti . s 9 � 011441tSAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING H
,d
- f. - • .• • •
. . . . . . . - �' ►r ± - - --- - - - - --- - - - v ACTIVITY AN( Iv1UST BE Pt=KNITTED THROUGH THE SE191MENT PQLLUTION
cli Q
•
.;051
iI A
rE- -/V N. - ''i .--
- ►sl *ak .1 CONTROL ACT. CTI •
I. .'..i fJ n rolf:::.„f-'3..___ . �. C8.9 ■ C8.9 Arld-.IN
Pvc
. II
_-_ _ 6, SEE GENERAL NOTfwS ON E}CISTING CONDITIONS AND DEMOLITION PkAN FOR. ..
.-- . . .
1:=LCI -c:
T: . . .
k. •1 CS.9 1 ' ►! l� # - 2 .t-:_.
r • RC _ 4CPRECIUIREMENTS FOR REMOVAL AND PATCFIING OF PAVEMENT FOR UTILITYr 1 ti 111DINSTALLAT141V.• . • .
PLUG PIPE IF - -- -- -, . ,. .• �I 7 •
. . b �. `* RNA , �- � �•- -
,.. % ALTE TE f -R- - 7- REPAIR OR REPLACE ANY ITEMS DAMAGED I UE:TA:
CONSTRUCTION (ONSITE
r i, l ;; ALTERNATE A-3 �_. f s S
' 7 1 A 3 _ Ao_. � _ � CH a0 PVC■ 0\ - :•. . ,�- , i+. r -.-.-.-- 'r NOT ACCEPTED • y - _ _ _ _ - _ ANO OROFFSITE)ATNOEXPENSETOTHEOWNER,/ /.
•
- flit./.-.1-
' . '" r . fi/ .r- . . . s ' + 1 ' -i _�_ T B. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN
_ r , rr .. . 0 L; +� _ {Y4& µ � . _ III =�
_ i' C/ cs-9 g .; I _ _ _ _ - ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED p to
�j 1 . . . . ti.`' .`:'. r `• . . • • ill
\.., lit
POV LOT - - - - _-__ __. = _ . BY THE NC7:0
AND CIVIL ENGINEER. O ; cv
r - f lii ,- .° al
�' Cs.s 115 = __ _ - _ _ - 9 FLUSH A!_LII+ ENT OUT OF S7+3RN1 p( AINAGE PIPES AE�fp STRUCTURES
g.�# • •IR: - - Air
P • FdLLQVUfNG SITE STABILIZATIQN AND AT THE END OF CONSTRUCTION. FLUSH I +�
f \ . f ' 411. 42
li•t ¢ l + ,�AI { 1 v - 03 _ _ OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER 110 C. '
• + + r.. ,,. oh. •
*we
`io y, Ili -_ _ - - -- FUNCTIONING OF THE DRAINAGE SYSTEM. • _ c `° ,ro
if
it 111111 !
10cic' .11
• 13t
s �-� •........nrierity a ill 40.
•
1 r ,. `� •-I ll '• •�r4 r' -g .1 =_-- - __ _ _ _ - - _ PROVIDE DOCUMENTATION ON THE TOPSOIL- °' 4'
} 2�1 _- - - '' - ' '� �� _~._ � x •+� _ _ - < -__ i t ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%. c
' i r ' 'li 11 1� �, ~__ - '1 _,.. il' � - - - -- z � �n ! rlL
% r _"---J f" r f , i. . / 1 ,_ 11 !� g - : =f 0 - -- - -- - - - 12. ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2c/0 SLOPE •
/ ___-Y.-- ," :' _--- --, ___-- / iv,
w _ IN ANY L]IRECTION, NOT FOR CONSTRUCTION
k ��. _ _ . .. _ - ttiu11lt+rrr
' _` ' t X -9. f 4b- i' _ _ - ` I __- J _ 13" INSTALL ALL STORM SEWERS T❑ PROVIDE REQUIRED CLEARANCES TO tixxx��# CA #*rr
�_ {',tit' :, - 11 _ -+ _ - -- - ti ,'[ Rp ��,�
• 1 = _ CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. •
_- ."" d.5FTx �.5FTxIFT - xt _ - - - - _ . 1 i. . t. .77* . •.
tf _ f DEEP CLASS A / Y r � 1 . ' f `� ``.4' '' .' �� l - ' `� - , I,. . . 8 Tr W' 9 - - - _ 14_ ALL ROOF DRAINS SHALL BE 6" PVC {SCH 40) I.04°l0 MIN_ SLOPE UNLESS Q*
X T - -- 1 RIPRA€'. : / -- 00• • ;'`01 > a. { L _-�- A - . t, �- - 8.1e._ _ < - _ INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
r * * � r l --- �.I _ �,..�. ���. .sue �� <• _ - _ .`Ea4L S.
r •_ f f - ,/ �• �� - t ]IL_ 19 15. PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-1N MINIMUM COVER. 033612
f + ' .r- �`~ / • • {f �-13 f - z {f 111r . _ - - _ .. _. -p�.�.���,;.= - --�.,._._ �,-.-�-. t �o -- - IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF . ,c� w
_.)----•----� ' _ - r ' . 1 , \ ii i ! MI ■ �! ! ■ ■ ■III ■ i ■irk01 ■ i_� ,_ A "_.� -.■ ■ -•-si i ■ it • i• ILf ■ iiii ■ i 1• I1■•■■I ■ i ■r ��� a " 1 •-• . 1_ . is•■�■-ir. _--- - __--_r '' ZZ DRAIN PIPING SHALL BED" D!P {INLIEUOFPVC}. r�'Q, , r
r`- r - ti _ f :tiJs'+��U l l L �--r-� _ :- __.- i��_ :_. _ � + � 1 �; •r _= __ =�?' `=:� rrll , L1 " ♦\ii.
._. _ f ti. ; - I --- Y - _ - - - � r II _ - : - _ _ _ _ -. r + �� I 16- JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE Sri+r�tuiudxtilti
r �� fx : .-= _s�- ._ ice- - - - ■ - _ CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD
Sppp REVIEW
11 r + - I! I �ff J f - - - - - - - - - - - - SURFACES.
f' r � , - _ - - - -
\ y i 1 1t II li it - 1 -� - - ■ ■� ■ ■ ■ ■ iim ■J■■•• ■ ■ i ■ f» ■ ■
} _ - ,, r % II I ti4 _ - _ Y .�1I r 17. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
• !• ' - '� � / \'` II 1i4 5..._.5,r f - - • - - _ - - -
f 1 ► fr • #�. 11 II II { f # rf _ - •a w - k - �- - - - ) 18_ PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL
-• �7j�I BUILDING#1 + f
r - - y :r iIL _ ■ II EI[III FFF'1225 73 r_-1 1 ! ,,'l' / / 1 r ' - _- UTILITY SYSTEMS, STORM SEWERS, AND THE STORM WATER MANAGEMENT
AREA ��'++ BASIN,
AREA 1C' 19- REFER STORM SEWER SCHEDULE ON DRAWING C7.2.
20_ FOR 6k AND 8' CURB, TOP OF GRATE IS 8" BELOW TOP OF CURB/HOOD (THERE IS
NO LOCALIZED DEPRESSION IN GUTTER PAN FOR 8" CURB).
• . - ' :'rI. ti-Tif .* ..-.--7 _ ,Fi1N ! _ _ _ _ 1 r• -1 l % I a r rl1F f . f
•
•
ti l
•..I:•--.-. ''”0 IP' a ei Zs *if-TO**we.,. ::.:.-•..ct r •• • Y.• .. • •• i .. .. ; N r KEY NOTES ABBREVIATIONS
-.Inwto Oft 40 •• • 4... �. 4 -r
Y !
r� L� f r
. :3:;11111116.7.41411144; reiNI"..61** lellefe. V s r TC = TOP OF CURB ELEVATION
olio vitli
• _� .'i1(+ x1 Sri- • Yi.� , • . -. • :. `�,� ,i _ +� r i - ■ , f _ r r 8-Ti CONCRETE CROP INLET
• :.":,.117111;...-:-.2-.............::.:,..,,,1-4-,.r t� : ;: :•.;x• r C8.0 - r F y �. k • I, I r , is f , I BC = BOTTOM OF CURB ELEVATION
-r .,� , ..:' .AIW°41414 riubibatris#4464 •••• . ; .- * fe. r{ - - I - _*-' All s 4. �. i• t ! }� ' x f I ' l !
;- :. :, ''.'* .•: - c� y f .�o TRENCH DRAIN
TS - TOP OF STEP ELEVATION
' • `` ; • ■• •a' �" • "'firs • _ r .r 1
I. - Mal .- • z,' O. die** - 'Witt ,' • : ., a. r` - •
- - - .- - - +C •rirfrir•a r
'.17; ._.. - : '. '' ' x , 'a• : , :' - 4rf-**., *_*_-'�••-*� •r- • • `� f r 1 CAST IRON DOWNSPOUT BOAT BS = BOTTOI+IIi OF STEP ELEVAT]ON
': f r. i ** '� ■ `► • 4- .- �'+i E 1 k {. � I % : f f�Th. - / I
E .-. MATCH LINE DRAINING C4.2 . . ,:. -- .Y.: ; ,.- + ■ , r > { �+ AND PIPE CONNECTION
r� ` �' : : i 7.- r _ _ }. ZP t I ■ r .. - r - x} E TW = TOP OF WALL ELEVATION
ti
•iFj' Y.r-, - may., - - -L .rApi - .-- "-ter • i 7`- t -;� r'v - - • # us 1clbAk x f 1 } f f 1f�
Ada
■ '; 4 , : , _..,:-: ,•_•t" -, .... - 1 �.. i : �-- 1 t , f r 1r1 0 DRAINAGE MANHOLE LE BW - BOTTOM OF WALL ELEVATION
•
I ....•\ ill et oft 1:1 II li.1 61 I f_kRieibitiall-,
4er-• 2,- • 4. ,f , t
r� I
r ' {rr{ EP = EDGE OF PAVEMENT ELEVATION
; t ::: ■ 1 1Mk
r * .'I if {..• ,tr l• 5 • r^y. . : •:`-'•r '' . . .'.!.• -- - r r } _ . s f S t i FLARED END SECTION
1101144. ob • , • • • 5 / / FG - FINISH GROUND ELEVATION
IAA •• _ +ov LO ' - ,. .:�. xi*
f,..l ■,-.{ Y=. .'`. . +f+rl • • .,-: • % > • * ns
1 • r ti { tit STORM SEWER TRENCHES
sit
' _ ■ 1 FFE = FINISH FLOOR ELEVATION
{ . ram , r #+ • ■ i f f 1 8-1
dtfr
'"..,. ...tottiwoliii oily rif. •irAt•ha up `• ••.- ' : ;, . _. ;� 'r• . . .''`--r . , • = _. . - L. ■ "• {__ f +J NOTE: USE D3 FROM 1 9 8 I/i//i/()1/( '(/II:.
:} 4.-.-, it••••••••Atto ott • •,. -, s r : � *of , -.. r ` Q • : f { c cn RCP - REINFORCED CONCRETE PIPE
iiIIIIIIliiiiiiiiiiiiiiiiiIiI)
• .4A••es..,- •,,.. ,..w ;; ■ '• is , * ORIGINAL DI=SIGh1 ■ * r 1 .f , Mk W011
r : {�`, irk ti =*'ter !.i ',+ -. - t' r - ` i 1 ■ �p �: k 8 T INLINE DRAIN -
-r • _ . . ._ie. • ^ .�"'_.,.� ; • : # # -: . o rrrr r 1 } cn r• fi" DIP DUCTILE IRON PIPE
r > , - J- _ _ - - • ' *'^fir,,_J# :* •u-. • - r f r 1 t i ,` z
- - - - - - - - - r -- - - -- - • • « : : : •----. . 1 r • ` . I f, $- STANDARD CLEANOUT- _ - - • i � + 1 r ■ r PVC POLYVINYL CHLORIDE PIPE
- - - - - r is i•a M i•• •1 .. } 1 1 f I 1I +■# •i•i•i■ •�•i•i• •. ' ■ I i 1 I f f r . 4, _ . . r 4-r ■ . . . - - - - - - - - _�- . - - - 4 i - " 1 r 1 r 1 �. _ r SCH = SCHEDULE• + it - PERFORATEDUNQERDRAlN
c ° . �'y_ f -:. :' •w:-..- is_ _ _ _ _ _ , ._ ._ _ _ . a oi• • - •i• •i - ` a / J r # � { HP= HIGH POINT ELEVATIONID
'- - x . - _ _ , -- -� . - - - s - - - - - - - - •••"•si i • 'rSy ■ r r 1 1y }f- h i $ e 4- - - * • + , _. ' 1 18 CONCRETE CATCH BASIN• • •'•• _.---,., • , LP = LOW POINT ELEVATION•
} _ - - _ _ • - . rati • r - r ' SIN = SIDEWALK ELEVATION_ -, ,- ,_ _ _ _ . _ _ _. •• i u w ,_ . , `•-"i , o . 1 r r • t CONCRETE ENDUVALL {WITH yh - l - - - - - --r" P0•*o.0.•i%•i•0.•i *•. .; f r r f tl_ - t 4 •
C89 EXTENDE❑ WINGWALLS)r •a•••III#+sl�•�• ill + e • w r ] \ / FL = FLOW LINE
•
- - - �^ - _ - - - r • •� iii �•# i i '` { 1 ■ r� ftI , ;• r ' Jf , b_ _� r t Q"' I ■ •• #•� • ■ 4 r1 1I • k �. ~ i TH - TOP OF HOOD
4 i 0 ILLI
- C7 = - - i �••'" • x " • •• s TG = TOP OF GRATE
ia�� • I TL - TOPOFLID_ .. T - - -1 �.. • w i • riweweitanw
�r: : i • . J J 's b N
LEGEND C0 C!
__5 ' } 1_ 1[ -,Si = s i• •• �E••• r • If �E••* I 16 r , r 6 r� ` EXISTING PROPOSED
��� • '0 I r FENCE �{- -T -71 - - - - - - - - - - -1- --c•- - - y .. `t_ a e�eli i'iierIs ' : , i .r ., ,, ,0. . r0 #/ . I 1 I • Wi� rr - - ♦- •ii"• * ••• ,�• ; JJ e OltPC) , \ 1rGAS LINE • - - G- - - - G Q0 _r 4- - - - - _ - -1- - - - - _ _ 4 , _ _ ',. w • w' •w '_ BIN: 1228.00' ' J i • ! o r +'Y .1p -- _T- l _ _ f � r: r + 46.mi sf TW: 1202.50' • �? r POWER LINE - - - UGP- U[aF' {� l[
�i - _-^--_ - - - •' 4� _0 • ► ri Iilip
BW: 1202.00' e f , ' r V in
1" _ _ - _ _ _ _ _ y _ _ _ _ 4 w• i • • • • i # - _ . 1•
r f TELEPHONE LINE - - - r - �...
- . - : - -: ---• T ..,__ w�: --__., >r ` --• __ ---- .- : : - .�-=ram; -. ,-_ m. m .� - :�-� - . ' I f WATER LINE - w- W �.y C\I
to if ■li ■1 ■>! .J� ■� ■1 J■1 .■ �T ■1 f ■S■>R�. t� >�;r J� .Q ,�.J J r ti 1 r y fig r I
r r` �J
Y r
III; r _ } +, .0. ♦► y r "� SANITARY
_ f ' I. t e�'+�-: - ., ., :- .. .. x TIN: 1224-5{3' . 1 srv- - - SAIV Ire
i� 4� - iF �1 i�x� i t • ih il] •<.. ••'`.r. ''. t �. . ,= RETAINING WALL r k I f f it SEWER LINE
1 � r r - • r • • • • •, } ' '`3°�° BIN: 1214.50'
_ _ _ - Ifil�rl« . ',r ■ (SEE STAKJNG FLAN r r
UCATV
•'r.r_• •- 3 C r CABLE TV LINE
-
_ ` ••• .' , * AND DETAILS ikir 0-- r f y f C
■ ■ , - -�,.•fromiii ilium ■ ■l„i*•ow■rm.' - r •-
err ,l! ,Il��* T x•
■ ■ ■ ■ ■ ■ ■ r ■ ■ � ■� ��..• _
- l _ _ _ - - - l�lL1�. a It1 ! L iFi1] 1111111L_ "r r �fl r I F19ER OPTIC LINE �a1Fo- - 11F0 C
tstil
r r l r -' ` _ �.- ""'' TW: 1223.50' r I } . Na 1 , r-� r i µ 1 I . i r';■ t ■ �■ ■ ■ �! 11 `�..tC a 13W: 1213.00' ti } fr STORM PIPE - Z
0 a-
1-/ f I1,-,r l { o-r •x r , • TW: 1227.50' frimiThlo
• r t R40F DRAIN PIPE r,�U- - _ RD`- `� I I `"r i1 �1 1 # BVV: 1215.00' i8' WEIR WETPflND 5CM I ' 11 ELEV = 1209.00 NORMAL POOL ELEV = 1210.5 I s•+ i D
i1 i ■ • BOTTOM SUMP ELEV LL 1206 / Ir 3 -'4 / 1 ■ 4 #�rI CONSTRUCTION LINTS i■f• ■ • rwr . ■ -C' I. • . r r LIGHT 1�DLE ] d3
• l . rr r 1110.1 • g 9 10,$.4t,.
1 POND r I r { =
\ J a1 a ■ SURFACE rr - OWNER flVFpRlV1.4TIQJV CAI -r r r■ SITE BOLLARDg ■ ■ .•.- AREA 1 r 1 COINS, JOSHUA ♦ , l
l r r ,.__. a r r f
` t r ■ •#� 1 l ti 1 PIN NO. 2701547626 UTILITY POLE • L}
r I I �� f 1 CC4yyygk • ' � x r. 4e" ti .,
r • V 7^ I t ir•+PD, r ' f �r / l j � a I- c] I
i • I { I �l j f rr f t I 1 ■ +i ' * A. + ra • , \ , i { \ f STATE �F NORTH CA14GL1lVA SANITARY SEWER MANHOLE -� C
+ f I Ix St,'p r ' `� ' x r j PERMANENT OUTLET ■ S.M. 2394. PG. 5T6 0 L 1 0 z - p 45
r l f f $n f '� ■ � PRQTECTIONX it
4N r , 1r [!}1 { f f 24" THICK GLASS1RkPRAP WET w EX.TREE - - z r STORM SEWER MANHOLE CO
r r t r Iti r r-� f► F D50 1 ■ POND . # ` ` - L NE CLEANC}UT (5ANlTARY QR �, I 0I + J f-" / ‘l r11 1 T. SCM i� •# ■ I _ _ _ _ STORMS L
• f �� x rs`!� l xi 1 2 FT DEEP .op 'r • `
,. , , t � r r A 6" DIP '-`{ .}
- r{ 4 I If: CLASS B RIPRAP ■ dUTL f ! \ eL
J L[7' y 1 i • { 4. O DEWATERING PIPE - -
I STRIJCT R f rr DROP INLET - r
' --,/ •
..
_I LL ---- • I rr l 1 ! 14 ■ r * (REFER TO S IFFY C8.17) j� {�
` i4�' �-_ .`` ",}V f I �- 1 tit L iir- i * a'c--- - FIRE HYDRANT 0 2 Lo
r t {- -�.� r y4 r 1 1 1 40 WATER VALVE
-- - - �-� 7/(4,
\ 1P � fr r I I 11 i �{r +cp ' 4 s �r r` - _ - r q f' a I rrEljrl,. ' `. pp •\ d J 1 ll 1 r{. / c �`• • t - 1 TELECOM BOX ® ® Revisions
ti 4
-r= �f c 1 1 4 I rc i l , * q, (,r • No. Date
_ , { y f i I _- /4; /. { OP;61" * t .� THRUST BLOCKING OOR # 721 JURY9
I ,I 11 I) I I f 71 . Iof
f N' / 4 _' �rD . BARREL kNV - f SANITARY SEWER STRUCTURE ID: a�
�, ,�: ' \i I " 1 '1, a X - ' • * � ELEV m 1199.50 ` f
a
1 r .,v i1 i ; r t + • 'W ' .„1 i . / f DRAINAGE STRUCTURE ID:
I L I { , J�€ I ... � 1 +.f r 1 Al -
ml 1 I
r . *• r { 1 Project Number; 1T11 B
I I � r �.~ . I � , ,� - Date: 2021 ,!u LY 15
r �i t Nit► * !*; • , ' ' Drawn by: FS
BLDG #2 ri
I 1 4it ■ i i1 r +tt� 1rJI f FFE: 1 r 1 ; S' WIDE EMERGENCY f I GRADING &
1233.34 i c}i I r k / r r r f r t 1 I 1 ` r EX. WETLAND f DRAINAGE PLAN
r•'1 1 J. f J r r r r r l ' i , 1 1 1 1 SPILLWAY , r r f _ r r
I * ELEV = 1215 { AREAS 'C' & D
;,. I: I I I i r 1 I J 2 FT DEEP ■ r r -_ _
• r , } . i i saiiie / r I r 1 1 • i ! ..-----_---0,*----------
- f r _ -
1 i. CLASS B RIPRAP * Sheet Number:
AREA 'D' o� SCALE 1"=30'
0 30' 60` C4 ■

j1
1114 _ �ti `♦♦ \ \� POST-DEVELOPMENT STORMINATER QUALITY I;INTROL M o
}1 6 --� _ 4\ \ T ry
1f1 r*f ► - ♦�♦ `` �� I I I � � PRE-QEVEL� MENT �NSiTE IMPERVa�EfS SLfRFA4CES = .36 * 1GRES z
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Revisions
No.
Date
dR #27
2021 JULY 09
Project Number: 1711-B
Date: 2021 JULY 15
Drawn by: FS
POST -DEVELOPMENT
STORMWATER
MANAGEMENT PLAN
Sheet Number'

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PRE -DEVELOPMENT STORMINATER QUANTITY CONTROL
PRE -DEVELOPMENT
DRAINAGE
AREA
(Acres)
(CN)
Q1
Q10
0100
ANALYSIS POINT A
. 26.38
. 85
. 76.00
. 171.35
. 283.62
ANALYSIS POINT B
28.27
80
44.11
144.18
200.56
ANALYSIS POINT C .
. 7,25
.. 78
6.48
17-85
32-31
NOTE� POST -DEVELOPMENT FLOW IS LESS THAN PRE -DEVELOPMENT FLOW AT ALL ANALYSIS POINTS.
REFER TO CALCULATION BOOKLEr FOR ADDITIONAL INFORMATION.
PRE -DEVELOPMENT IMPERVIOUS AREA AND WATER QUALITY TREATMENT
WMA NO
IIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIII
EXISTING IMPERVIOUS
DRAINAGE AREA
I INSETS]
POST -DEVELOPMENT STORNWATER QUALITY CONTROL
PRE -DEVELOPMENT ONSITE iMPERVIOUS SURFACES = 6�36 * ACRES
POST -DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 21.04 ± ACRES
(INCLUDING FUTURE BUILDOUT)
IMPERVIOUS AREA REQUIRED TO BE TREATED = 14.68 ± ACRES
IMPERVIOUS AREA TO BE TREATED � 12.94 ± ACRES (WET DETENTION A)
IMPERVIOUS AREA TO BE TREATED = 3-76 t ACRES (WET DETENTION B)
TOTAL TREATED IMPERVIOUS - 16.70 ± ACRES (A+B)
IMPERVIOUS AREA OVER -TREATED = 2.02 ± ACRES
THIS DRAWING IS FOR AGENCY REVIEW ONLY - NOT FOR CONSTRUCTION
'WETLANDS IN THE PROJECT AREA HAVE BEEN IDENTIFIED AND CONFIRMED BY
ACOE AND NCDEQ. NO IMPACTS ARE PROPOSED.
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POST -DEVELOPMENT STORMWATER QUANTITY CONTROL
DRAINAGE
ANALYSIS POINT A
AREA
(CN)
Q1
Q10
0100
(Acres)
POST -DEVELOPMENT
1
17-13
92
23-16
42.85
47.56
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:
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84
32-83
82-30
142-92
A2(BYPASS)
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POST -DEVELOPMENT
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45-69
123-31
186-95
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I
�_ .i
ANALYSIS POINT B OW
:_
.i
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2-80
6-87
32-44
B1 (WET PIOND B)
POST -DEVELOPMENT
26-15
so
40,80
105-62
-
185-52
B2(BYPASS
POST -DEVELOPMENT
30,78
�
. 43.56
112-49
215.84
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I
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NOTE: PDST-D EVE LOPMENT FLOWS ARE LESS THA N P R E-D EVE LOPMENT FLOW FO R TH E 1 -YEAR AN D 1 0 YEAR
STORM EVENT AT ALL ANALYS1S POINTS. REFER TO CALCULATION BOOKLET FOR ADDITIONAL INFORMATION.
POST -DEVELOPMENT IMPERVIOUS AREA AND WATER QUALITY TREATMENT
IINS* � EXISTING IMPERVIOUS TO REMAIN (BYPASS)
PROPOSED IMPERVIOUS (BYPASS)
_-­ -7
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. . .. . .. POST -DEVELOPMENT IMPERVIOUS TREATED IN SCM
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.
IIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIII DRAINAGE AREA
DRAINAGE AREA BASIN INFORMATION
BUA TYPE
DRAINAGEAREAA1
DRAINAGEAREABI
PROJECT AREA
ON -SITE BUILDINGS (SF)
64,267
2,219 (EXISTING)
66.486
ON -SITE STREETS (SF)
D
.
5,045
_!
.
5,045
.
ON -SITE PARKING (SF)
458,962
61,657
.
520,349
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33,389
0
.
i
33,389
..
FUTURE (SF)
37,048 (BLDG)
94,865 (PVMT.)
I
131,891
TOTAL IMPERVIOUS (SF)
593.656
1
163,786
1
i
727,462
1
TOTAL DRAINAGE AREA (SF)
1 739,983
1 201,625
� 941,608
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Revisions
No.
Date
COR #27
2021 JULY 09
1
Project Number: 171 1-B
,
Date: 2021 JULY 15
Drawn by: FS
PRE &
POST-DFVELOPMENT
STORMWATER
MANAGEMENT PLAN
Sheet Number:
0
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WET POND "B'r STORMINATE CONTROL WET POND STORMWATER CONTROLRevisions
MEASURE PLANTING PLAN MEASURE PLANTING PLAN
No. Date
OR #27 2021 JULY 09
WET POND PLANTING SCHEDULE WET POND PLANTING SCHEDULE - - - -
SHALLOW QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED ROOT REMARKS SHALLOW ❑TY BOTANICAL NAME COMMON NAME MIN, INSTALLED ROOT REMARKS
LAND PLANTS SIZE
LAND PLANTS SiZE Project Number: 1�'� '�-�
(UPPER 3 FT) (UPPER 3-FT) - I
335 EUPATORIUM FISTLJLdSUS JOE PYE 1NEED 6.7 CUBIC INCH PLUG Date: 2021 JULY 1
•*• •■+•••• 284 EUPATOREUM EISTULOSUS JOE PYE WEED 6,7 CUBIC INCH PLUG :::::::::::::::::::111:::::::::::4
' (] HEI�BACE4lJS ! 200 SOFT** * 50 1ERBACEOUS 1200 S[ FT PLUG•* ** •► PLUG Drawn by: FS
orsitr•o. -••*• ••-• 284 HELIANTHUS ANGUSTIFOLIUS SWAMP 6.7 CUBIC INCH PLUG 50 HERBACEOUS 1200 SOFT �w *� e•*�• 335 HELIANTFI�JS ANGIJSTIFOI IUS FlAJ1011\1:AFMNLIPgIVNViZmE
B.7 CUBIC INC�I PLUG 60 HERBACEOUS 1200 SOFT•,r ',i *i SUNFLOWER PLUG E PLUGWET PNQCfltSHALLOW QTY BOTANICAL NAME COMMON NAME MIN, INSTALLED ROOT REMARKSSHALLOW CITY BOTANICAL NAME MIN. INSTALLED ROOT REMARKS PLANTING PLAN
WATER PLANTS SIZE WATER PLANTS SIZE
(LOWER 3 FT) (LOWER 3-FT) •• .
tl 400;1 0Y. 335 PELTANDRA VIRGINANA ARROW ARUM 6.7 CUBIC INCH PLUG Sheet Number:
t► yr ris}o� 270 PELTANDRA VIRGINANA ARROW ARUM 6,7 CUBIC INCH PLUG til
j a� ► +r}�� 5p HERBACEOUS 1 2 0 SOFT
►* 0i �01408** PLUG 50 HERBACEOUS 1200 SOFT PLUG
#*� 270 SAURURUS CERNUUS LIZARD'S TAIL 8,7 CUBIC INCH PLUG • T r�l i 335 SAl}RURUS CERNI SUS LIZARD'S TAIL 6,7 CUBiC INCH PLUG 50 HERBACEOUS 1200 SOFTC 6 . 1
p . PLUG 5o HERBACEOUS 120Q SOFT 1.4.10� 10 . IA. PLUG - -

Ea E
< 2 m
rid N un
lJ '] ao ri
I. INSTALL SILT FENCE PER STD. SILT FENCE i.o c m
DETAIL.
NOTES: - < ° "
Installation 1. The base of both end posts should be at lei one foot higher than the LOCATE REINFORCED OUTLET AT LOW POINTS OF
8' max. standard strength fabric with wire fence middle of the fence- Check with a level if necessary. r
4,i'mnY ex+rn c d strength
I, frri,r:r i.n+hni e+were fonrn Specifications SILT FENCE BARRIER. r 1. L = THE LENGTH OF THE RIPRAP APRON.
2. Insta]I posts 4 feet apart in critical areas and 6 feet apart on standard at ..
I '
applications. . # a 2. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
7:: 3. Instal[ pets ? feet deep on the dc}.tnstream side of the silt fence, and STEEL POST NOTCH AND FOLD FABRIC ZA # . `Pir LESS THAN 6" (IN HES).
Steel fabric, enabling posts to support the fabric from OVER HORIZONTAL POST f '�
as dose as possible to the ic, a 'nuI _ _past upstream water pressure_ I PIPE -f � * ^
�5 r p� A FILTER BLANKET OR FILTER FABRIC SHOULD BE
Plastic or 4. install posts with the nipples Facing away from the silt fabric. WOVEN WIRE FABRIC 1S" ! ma y- f :.. �.� v�1 INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
wire tie$ 12 05 WAS ED STONE
HORIZONTAL POST m
Attach the fabric to each post with three ties,all spaced within the top 8 - IIli.
3 T[I*IE5 I.D. (W2) � � - :ill - � 4. MAINTAIN ENERGY DISSIPATERS INSTALLED DURING � �inches of the fabric- Attach each tie diagonally 45 degrees through the fabric, SILT FENCE FABRIC ;:.:= .. EARLY SITE WORK THROUGHOUT THE CONSTRUCTION -
ti RWire �$. � with each puncture at least 1 inch vertically apart- Also, each tie should be 2 #� ;:=:�. ` AREA, u) g'
fence it-c w n st e w en tent t ent - - t 1 Mip -
ns t ned han o a n. I h tr h edt o sa ut - ,«,:•. ' ' cNatural CLASS'Br RIP RAP(TYR) ..= '`•`•`: INSERT DISCHARGE . ll •r : i1; grauttd 6. Wrap xpproximatcly 6 inches of fabric around the cud posts artd scctc �t�~ � I HOSE IN TUBE # , -
wit Tres
' h3 ' :. a.
SILT FENCE FABRIC
y �` 7. 10 more than 24 inches of a 36 inch fabric is allowed above ground SUCTION HOSE w 4 PLAN VIEW llal mC'11P °
S" dawn & 4" S. The instal€nnoii Shcrukllxeclrec]cedandcorrected Foran deviabo before - �11�:;� u
forward along, 3
t.
24" the trench comFilterpaction. + + + + + { + �taa-- w ca -
fabric _ _ _ SILT BAG •
9. Compaction is vitally important for effective results. Compact the soil SECTION T al
. -1immediately to silt fence fabric with t$i front wheel ft tractor, STD SILT FENCE I..__..-I I I..�I I I-I I I-I _- W r
skid steer, or roller exerting at least al pounds per square inch- Compact the POST -I I I-I I III I I-I I I-I I-I I I-I I I- - * - w w w
upstream side first,and then each side twice for a total of 4 trips. POST(TNT) III-III I 1-III-III I I I I-III-III-III- w
to
W,re to. = I I I III w u ' - 0 ; oi
fence C. .1WATERTI I I- _I ! ��I ! �i I f�I - l 1 11�I 1 �_� 4_
-_ DISCHARGE HOSE +-I j j 1 1 j I ENERGY DISSIPATER SCHEDULE
Goss Section insect sediment fences at least mice a week and after each rainfall- Make ■ lily III I i I I I -, j i i -I 1- 4 0 m in
11)
VIEW Maintenance p + � � _�
required repairs inlrticdiatcly. ��� I 09044 i�I I I - i
Steel fabric Bacl�fiii trench -_ __�__ .- w. ., .� �I I I a4a44 -III- &k. L • •
Z - z D c O `N. 2
Natural Should the fabric of a sediment fence collapse, tear, decompose or become '+>t a #cam- -- / � f I PIPE t� _ ] • is;
PIPE SIZE W1 {FT} WI (FT) .LENGTH{FTYTHICKNE55(IN).
a
05
P P ground ineffective replace it promptly. , 7.� z� --`• � f I-I I - III I I `" " IN. CLASS a7 �}
thoroughly � y:y�y+Liv#_ �* {� ! - *: 't' k • E o z - 7.F oa
C I I� {11 1---- 1 I I---III-� • `s f ' * RR •
C1 42" 24.5 iD.S 21.d 24 6 1 c {°
Remove sediment Its as necessaryto provide adequate storage volume _ _ _ _ u=urn=►��1,_� ���E r_" _ Ua r , �; ,s. Pl g T- = II gi- I l i I I i t I- -rc�- r % e• i= 1 RR-DI 15" 9.0 4,0 7.5 22 6 B J E o .� >_rZ" for the next rain and to reduce pressure oo the fence. Take care to avoid �i�r �iF�l-_� -,� - - , c r o iso a . ELEVATION �I= _r=1'. 's. : '� O 0 E N LkP • i RRF115" 6.5 4.0 5.0 12 3 Ao , -0 { undermining the fence during cleanout. Il a +l1._ •. I r 4r, rl
: 0 4 e. 510per 31=11_II L 5 .1� iv .1[. Ce . '- 411.I Remove all fencin materials and unstable sediment d sits and brio the -IL . - ,o , a, g eI7° 8 RRG115" 5.5 4,Q 5.I} 12 3 ANOT FOR CONSTRUCUON
• 8;' area to grade and stabilize it afer the contributing drainaee area has been MAINTENANCE NOTES: FILTERF v 4 ;�� ° iron FABRICRR H1 {TEMP] 12" 7-0 7-0 6.0 22 6 8 ,0,w1#i� ho,24" properly stabilized. 1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATESETION 'A-A' �ytit` CArt {ri¢a; ',pRR•il (TEMP} 1B" 13,54,5 12 02413 �4 QQ' + f,e STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON I1R-a1 (TEMP) _ 12" 7,a 3.a 6.0 22 6 •`` 4 �:
THE FENCE/OUTLET. TAKE CARE TO AVOID UNDERMINING THE FENCE MAINTENANCE `
DURING CLEANOUT. REMOVE &REPLACE STONE AS NECESSARY AS IT RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR Rlt K1 (TEMP) 15" 6,5 4,0 5.0 12 4 A 11
SEAL
BECOMES CLOGGED WIT)# SEDIMENT. DISLODGED STONES. CONTROL OF WEED AND BRUSH RR L1 (TEMP) 15" 11.5 4.0 10,0 124
2 13 1 033612
2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT GROWTH MAY BE NEEDED IN SOME LOCATIONS. RR-MI i8" 7.5 4.5 6.0 12 3 A
NOTES'. RR-NI TEMP 18" 6.5 4.0 9,0 22 6 B #.4) Cl N ram'.
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER (TEMP) .� q rh'
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY I. CONTRACTOR TO USE SILT BAG PRIOR TO DEWATER TEMPARARY SEDIMENT BASINS rr107 ; SL 1/4;%;�
STABILIZED. PRIOR TO REMOVAL. * RR-901-900 SHALL BE INSTALLED WITHIN THE WIDTH OF THE CHANNEL.
SDJDD REVIEW
2. SILT BAG CONTENTS TO BE DISPOSED OF OFF SITE. THE TOP ELEVATION SHALL MATCH EXISTING STREAM BED ELEVATION,
RIP RAP SHAPE MAY VARY BASED ON STREAM BED WIDTHS.
0 TEMPORARY SEDIMENT FENCE N.T.S. 0 TEMPORARY REINFORCED SILT FENCE OUTLET N.T.S. 0 DEWATERING PUMP WITH SILT BAG N.T.S. 4 TEMPORARY RIPRAP OUTLET PROTECTION N.T.S.
•
MAINTENANCE NOTES:
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY. EXCAVATED AREA(AS REQUIRED)
x TOP ELEV OF STORMWATER +# a4p. la-1'
+ V r. • ;do P NOTES: WOODEN STAKE WITH WATTLE
t � � X� ANCHORED TO THE TOP 2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT V
� i 12 #57 WASHED STONE . • 1. WATTLES SHALL BE FILLED WITH STRAW OR
III • '1TER FABRIC HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. •rr :17 t= III I i rr
,r _ ' . � i��J ,� MAXi•]AI{ OTHER APPROVED MATERIAL. 1z'DIAMETER STRAW FILLED WATTLE SIDE SLOPE 2.1 I I ' 1 -I I I I I I-
f T*.� ; a a OR DITCH LINE` ' .* - �i, j�
f s,r 4/,:lit i 2, SPACING FOR WATTLES SHALL BE AS SHOWN Drrc )LINE I 3er. �` . I
3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY. 1 I 1 1 I . 7,, :- •:. : _ _ -I
i /` 7f , ON ERQSI€QN CONTROL PIAN. r,. t i...:.. f;: I 1 _ ;.*r.; ,::r �'s;Y : -
�w+ l �f• rJl' _I I1. : .."iti tv �t�•''*t3, =I Ial
EXISTING SLOPE -` . . . . . t . v .� 4: .;.:;I,,. �.::::, • _
y �V� ` D Q'D 3. STAKE IN ACCORDANCE WITH t NNAN}::::.:. i.=.-:-:'{r f- � .itr`ti kyf = - - - - - ' - - = '
�. � „r ..:r =. .. � • 4- APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET- -IIII I - �I I I� I I- ACCUMULATED SEDIMENT
DESIGN OF SPILLWAYS 1 VARIES CLASS 1 MANUFACTURER'S REQUIREMENTS. a pt, . r, .: }� f :,tip;.� G `
... �r a#� I I II I - . 111 I II i I=
DRAINAGE AREA MIN, WEIR LENGTH RIP RAP 4, THE SOCK SHALL BE PRODUCED FROM A 5 MIL • ,f }�'•>:' 4 r ++
SIDE VIEW THICK CONTINUOUS POLYPROPYLENE, WOV! # � ;{';';j I=I 1 =• ' I I I I !- _
(ACRES) )VOTES: 1 EXCAVATED DEPTH, MIN.
1 4.0l INTO A TUBULAR MESH NETTING MATERIAL, i , g g
r- FLOW 1' MAX 2'BELOW TOP 4F ! ! I-I I -� --I I -III- GRAVEL-SUPPORTED SY HARDWARE
HEIGHT AND WIDTH DETERMINED BY I I + CLOTH TO ALLOW DRAINAGE AND
3 g 0 EXISTING TOPOGRAPHY AND WITH OPENINGS IN inc KNITTED MESH OF INLET !-I 1 �� I CI I III-! I RESTRICT SEDIMENT MOVEMENT.
4 10.0 SEDIMENT STORAGE REQUIRED. 1/8"TO 3/8 OPENINGS. PROFILE VIEW CLASS 1 RIP RAP SEE -I HEW I WEEP HOLES FOR
5 12.0 KEY RIP RAP INTO THE DAM 5. HARDWOOD 2"x2 STAKES SHALL BE DRIVEN SECTION THRU BASIN BELOW ‘ l // I / 11 1 = DEWATERING
FOR STABILIZATION. THROUGH CENTER OF COMPOST SOCK AT 4' N t\ \ \ \\` / i - # • - _ I . • 1 1 11111E 1 f- .--.
O.C. MAXIMUM SPACING ANGLED UP SLOPE. N ti f l { - r :1 I I I I I 11T I I l I l l l i i i II I k 141- I ) I I 11';I I I
low k ky :.
EXISTING SLOPE -, \\ rJ,r, r4 V- r.':4' Fri. r ' ..P-'-- :•, W
r ±i+f rrr r.f,' ..i, ;'INVE.1 a
. . `� RIP RAP CONSTRUCTION SPECIFICATIONS:
STEP SEQUENCE � � � � �� +: .-,- r r:L, �
q.e .. ': al 4.:•:• HEADWALL
i
EXISTING SLOPE MAINTENANCE NOTES: r /
12° DIAMETER STRAW FILLED WATTLE f l�f5 WASHED STONE
� r L f ! I► 1 � + � 1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND
MAINTENANCE NOTES: 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH FASTENED TO WOODEN STAKE BY NAIL OR 5 . -.1 t , i r 1 I i 11 i f i/,/(/r t THICK k 3' HIGH MIN. DISPOSAL OF SPOIL.
+ VARIES 1. INSPECT CHECK PROTECTION WEEKLY AND SIGNIFICANT RAINFALL EVENT{1/2 INCH OR WOODEN STAKE STAPLE F gyp• 2. GRADE THE APPROACH OF THE INLET UNIFORMLY. `-'
GREATER). DITCHLINr FLO7\W fx C
AFTER " RAINFALL EVENT AND REPAIR . . / / I :� ,''I ,,f f FLOW 3. PROTECT WEEP HOLES BY GRAVEL.
yyFILTER FABRIC f l [ I 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY
IMMEDIATELY. REMOVE SEDIMENT STRAW, 2. REMOVE ACCUMULATED SEDIMENT AND ANY i .-._. I 1 I I \�''1 /r.. /
LIMBS, OR OTHER DEBRIS THAT COULD CLOG OR DITCH LINER .0:,:,
, FLOW r ` \ . � �_\ if %,, f 1 STABILIZE)}, SEAL WEEP HOLES, FILL THE EXCAVATED BASIN WITH STABLE
DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF ti
wti THE CHANNEL WHEN NEEDED . ,;w� " • �`' }
CLOGGED OR TORN. tip.�.• • .4.',...,..4 4 5'COVER AR€A TO BE D I / ; ` \ �.t''�; Ir'•:;:::? � SOIL TO FINAL GRADING ELEVATIONS, CONTACT THE FILL PROPERLY AND
KEYED RIP RAP �1 .. 4. ti 0 yr - • , •� ti , . ' r �� STABILIZE.
�/ 2. IMMEDIATELY CORRECT ANY DAMAGE DISTURBED PERSPECTIVE VIEW t 1 r/ f F r
w CAUSED BY SUBMERGED AND DEPOSITION 3. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY 8'FABRIC STAPLE (CUT, FILL, ETC.) NN,'. ti�\\ !r ''(1)//!/r ',, "
Y�, �,�, t ,tr #5 WASHED STONE ABOVE THE CHECK DAM AND FROM HIGH ❑R A DIFFERENT MEASURE.NEED TO BE REPLACED WITH A LARGER DIAMETER 18' 18" - 1' FLOOD PIPE INVERT -- /;:
'- r / `. '''' WI
FLOWS AROUND THE EDGES. MAINTENANCE_
' '' ',I � REMOVE SEDIMENT ACCUMULATED BEHIND 4. THE SOCK NEEDS TO BE REINSTALLED IF CROSS SECTION FLOW STORAGE f - r, I-
3 THE DAMS AS NEEDED TO PREVENT DAMAGE %- J -_ - �-:-; `' ,, 0 Z
UNDERMINED 4#� DISLODGED. 1' 3' I - INSPECT, CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER �/
FRONT VIEW I I I _ ' ', --„1.-...''....,
,. • N FLOW
EVERY STORM UNTIL THE COMBINATION DRAINAGE AREA HAS BEEN
L.L
TO CHANNEL VEGETATION, ALLOW THE 5. THE COMPOST SOCK SHALL 8E INSPECTED UNTIL ,iv- .- DO NATURAL r ;., �„..''•~ PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY BASIN W
CHANNEL TO DRAIN-THROUGH THE STONE LAND DISTURBANCE IS COMPLETE AND THE AREA 2-5 ix" GROUND7 ,
Fix-OW / EFFICIENCY, REMOVE SEDIMENT WHEN THE VDL{JME OF THE BASIN HAS
CHECK DAM, AND PREVENT LARGE FLOWS ABOVE THE MEASURE HAS BEEN PERMANENTLY 71 12" o °:. BEEN REDUCED BY ONE-HALF. SPREAD ALL EXCAVATED MATERIAL EVENLY
FROM CARRYING SEDIMENT OVER THE DAM. STABILIZED. 12 >r a$ a .. it r Cw ' OVER THE SURROUNDING LAND AREA OR STOCKPILING AND STABILIZE IT
ADD STONES TO DAMS AS NEEDED TO SEOINENT STORAGE
MAINTAIN DESIGN HEIGHT AND CROSS I 5 I Class a sTaNE APPROPRIATELY.
SECTION, L.
MIN. ~i5 WASHED STONE
MAX. SEDIMENT DEPTH (CLEAN OUT POINT) W C
SECTION Z C
0 TEMPORARY ROCK CHECK DAM N.T.S. 6 TEMPORARY WATTLE N.T.S. 0 TEMPORARY ROCK PIPE INLET PROTECTION N.T.S. s TEMPORARY EXCAVATED DROP INLET PROTECTION N.T.S.
CO
mow E
NOTES: Z I ..// (-
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD FLARED-END SECTION OF PIPE WITH A .•,`k .
MINIMUM 6-INCH METAL TOE PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A { .1STANDARD T-SECTION FITTING MAY ALSO BE USED AT THE INLET. : : :�` • C
2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKE DUMP STRAP ►� -`
THE HEIGHT OF THE BERM OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES C
STANDARD METAL + +�� J
HIGHER THAN THE ADJOINING BERM ON EITHER SIDE. THE LOWEST POINT OF THE DIVERSION BERM • 4, ■1::
POSTS z'-o"IN GROUND 1"REBAR FOR BAG �t• �` t::,4 Q) 23
SHOULD BE A MINIMUM OF 1 FT 1. ••. Mir• *7...._ DUMP STRAP **-� 44
3, ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE PIPE. REMOVAL FORM 1 ' - .*I NA *# :••14. y■+n - o
EXCAVATED • .4::::::::::::::::
: Y'+♦ t...+ iaar al
. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH RIPRAP DISSIPATER. 4.•,,y• • .�y: ,.■.
rrtirr II II id; TRENCH 4 .ti 9�•4* .e
MATERIAL r� �;� �� +�►
0142. **�
.'ii€iiiiiiiiF - GALVANIZED HAROVVARE x CONSTRUCTION SPECIFICATION 4' '### r4 .•„'�*F#
WIRE EXTENDS TO THE SILTcoNN..._ TvIiN, *•+#i#+ a~# #*•**� (NI 2 =
:irlrrltMttll _ 0 1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON PLAN, Try#•# •• ##x.*•�+ ' ' C
fENCESTOCKPILED BERM k,_,. }•• #+•14148** , 1-`111ililltl� TOP OF Tlil BOt4I.]
: - .., r. aaa # rt**- - 1 MATERIALS 2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARDS ITS OUTLET_ k. 1"° , ,'--4'_xy*:y: ;•##*..•• ` r
Illllrllrlr! I:: r..r:: .4 --INk ' : r;•' •4 ### •ass 10"aWITIO :.. 3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT EXCEEDING 6 INCHES. -'. ., ti•••'x.tr' .` • .• K:*'t~ ,.•A ##�;ram#+**' '1 ' <
_ 1.-.''. , r._.•1:;.. - +p:. r`'+ �ys' 4.,:.. ,,,, ,�%.�t.ys': r . 3:1 4##ksT 1 [�' 1i!
4, ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAD MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOP t 1 ,� , ,. eat
��� ,ti_ .... ::?� "r ` ;x" . 't - : ..;.-;~, 5� �v�s.�. 1.5' MIN .ix
:.t}.. , WIDTH AND 3:1 SIDE SLOPES. HOLD-DOWtN STAKES ..K::.;: L . a ,+� a; '�' r
*-'. \ TRENCH . d'.r 07 ''7.A- ['�'`':Lo-,-*:4Sz..NZ- .; r 1 L
'..,.;.e -tr,.pp 5. ENSkJRI= �WA7 ALL SLOPE GRAIN CONNECTIC}NS ARE WATERTIGHT. A ;; _',",'._�: ;�-�Y^F' ''��, 17i- Q)
;.. •- � i+7-.�, iF;; ,. ;`f•' •r �� - 6, ENSURE THAT ALI. FILL MATERIAL IS WELL-COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS ,... -e,ko': [I}
- - - - "#*'-''' .N • 1+i' Wei!:;.7 q`" ALTER FABRIC _ OR STAKES SPACES 10 MORE THAN 10 FEET APART. r a,.00..`\;', ' ' p
wir aw a: a
f a .+�;.. - _ EMBEDDED 3" �:� `�;: 7. EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION. µ;};-•:'t'., - I 1 V �. , i r I
f �. .. v :�' 1 INTO GROUND Ls�rr !i�ti•1 $. MAK THE SETTLED COMPACTED DIKE RIDGE NO LESS THAN 1 FOOT ABOVE THE TOP Qf TILE PIPE AT EVERY POINT. 10' SPACING . ' '..• 0
.. M; cc r
4:i. ice•;.... c,"t* Coo-1.4....:,',,..;,..,,....A 9. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUC"-TION. i I 1- \T! ,-°, ' .., . , • 'y,
_ � � _ li ) , III III- II � „ 1 . 4. ❑
MAINTENANCE PLASTIC 111 I 1l I I I _ r • ;
1. INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL AND CORRUGATED PIPE I INLET '
*57 WASHED STONE PLACED TO PROMPTLY MAKE NECESSARY REPAIRS. WHEN THE PROTECTED AREA HAS BEEN 1 1"""I
I u ,,, ;l . 4
A HEIGHT OF 12%18'MINIMUM PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS I i * *yF,r,rrs; 1 Revisions
ABOVE THE TOP OF BOX DISPOSED OF PROPERLY AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY. I- .+.""r �* ., INSTALLATION DETAIL .
+ STABILIZE 1 2.r+ +'41',M r.t..�r.
OUTLET > " ,1,r' u.� +41 ... III No. Date
'
I .. "' �,,r*F'"+,, r--` , COR #21 2021 JULY 09
SLOPE TOTAL FLOW SIZE IS S I I'. - v `1.; _ t .?_.;;;;re,,-•.,
DRAIN AREA(ACRES) (CFS) /• I ";,;. "b i•=_• ..
EXPANSION
A 0.27 1.2 12" rim I I ((((
T;;Ta ,.;.,- F .. DUMP STRAPS
- B 0-88 3.8 lir . • _ • c-n'. RESTRAINT NOTES:
C _ 0.2s 1.2 12� �' �,"I 1 1 I I E I I I i I I 1 I I ': bra"' -- :'i :5' A �'k ' (714"NYLON ROPE, 2 EACH 1. BAGS SHOULD BE CLEANED
• '.i. Ir OUT AFTER EVERY RAIN Project Number. '� ) ' -g
NOTE: AN ACCEPTABLE ALTERNATE TO FILTER FABRIC 4, MIN f..r �,# '" :,.; .-:- 2"FLAT WASHERS)
NOTE: FENCE IS A LINE OF STAKED STRAW BALES I LEVEL SECTION ... '`` *ram" EVENT AND/OR AS NEEDED. Data: 2021 JULY 15
Maximum Drainage PipeMimetic IfilM ` """' '
, ... 0 BAG DETAIL
I. INSPECT INLET PROTECTION AND REMOVE SEDIMENT AFTER Area per Pipe(acres) (inches) . v r " Drawn by: FS
•+ram.,,,.,..-'••.
EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED AND 0.50 12 "`"off ,w,,+'"'""� SITE DETAILS
REPAIRS MADE AS NEEDED. 0_75 15 CROSS-SECTION VIEW , r.„,r•...,
1.00 18
>1.00' as designed PLAN VIEW
"Inlet clmign aemrr+es mare complex Lien/QM 1his We STANDARD T-SECTION ,
Sheet Number;
9 HARDWARE CLOTH AND GRAVEL YARD INLET PROTECTION N.T.S. 1/1) EROSION CONTROL PROTECTION FOR PIPE TRENCHING N.T.S. TEMPORARY SLOPE DRAIN N.T.S. 41)
SILT BAG INLET PROTECTION N.T.S.

EE E
m
Li
10-FT WEIR WIDTH 10.FT WEIR W1DTI-I n. cry 0 +-
AOLIATLC BENCH ELEV: 1201.#1q k 3 - 3 TOP OF EMBANKMENT ELEV: 120&OO:� 3 J+ 3 a Z '- ri ,
-Ii;r -1 1 11-y,, _ -11 L T-
1 4 FORBAY WEIR CREST ELEV: 1199.50 I I T'
11 s - t I=hr- . sPl�Lwkv�FST�LEv: izn -gyp }•• ,4.041. SCHEDULE A PRE-INSTALLATION o ry
22
II '.' t`;r ;r ;r ;• ; ; ;i';• '� =E1r=1 ` T l _I •r44 �#�.#�.#;#;#; =I'=', CONFERENCE PRIOR TO c co NI a
STORMWATER CONTROL MEASURE
100-YR STORM ELEV 1215.29'
FOREBAY WEIR SECTION 24•IN THICK CLASS B - EMERGENCY SPILLWAY SECTION 24-INTHICKCLASSB
RIPRAP OVER FILTER 10-YR STORM ELEV 1214.86' RIPRAP OVER FILTER
FABRIC - FABRIC
2-YR STORM ELEV 1213-99'
6-FT WIDE ACCESS
AQUATTIC BENCH ELEV: 1202.00 3-YR STORM ELEV 1213.44'
PAD TO OUTLET s
OUTSIDE EDGE OF AQUATIC BENCH IS STRUCTURE IN
6-IN ABOVE PERMANENT POOL ELEV BELOW WEEIR 1p_ T p
TOP OF EMBANKMENT ELEV: 1216.00 SEED&MULCH EMBANKMENT SEE SEEDING SCHEDULE
• (INSTALL SLOPE PROTECTION MATTING ON ALL SLOPES I °�
TOP ELEV: 1215.20 I f11--la II•,.II•,II•'11••.11••.11••.11=•II`•.ii• c
STEEPER THAN 6:1)
6' WIDE AQUATIC BENCH TOP OF WEIR ' ;= =�•=r • --..-t•• 3 -la illN ram = - 3 r
•
AROUND ENTIRE POND ELEV:121t-00 PROVIDE 6'X 5' DEPRESSED AREA i--'` -i :i - +' 1 -I - EMERGENCY SPILLWAY CREST ELEV: 1206.54 - 1 0 as
AQUATIC BENCH ELEV. 1201-00 2-FT BELOW PRINCIPAL SPILLWAY `.: a -- {= • �� •t
(SEE SHEETS C4.1 &C5.1} 1YITHIN AQUATIC BENCH FOR PRINCIPAL i} - - - - ■ I. ir {
INSIDE EDGE OF AQUATIC BENCH IS '6-FT LENGTH SPILLWAY ! y: ,I, i I, - / 1.-11�--
3 3'SUBMERGED- 6-IN BELOW PERMANENT POOL ELEV FOREBAY WEER ADEQUATE DRAINAGE ...Al-.i •F-, - /W ;w { �,: II=11=I1 EXISTING DROP INLET hi INV=321Q.41J .e:_ L1 'r's -�1k r =11=II=1i
ELEV:1240-04 raj __, Y -
5 tp COHtPACTEDr.;.l i COMPACTED { ,r - 1=11,
-i 1 PERMANENT POOL ELEV: 1216.00 7 PERMANENT POOL ELEV: 1211.00 V '.`':=,- OUTLET STRUCTURE .4. '; r.u_ SELECT FILL _N:-' SELECT FILL / *7 w \ I I ■_
•�' �1 FOREBAY ENTRANCE ELEV:1197 1 2 \\` v- INV=1211.D0 ;" sr��' ;;�: f 4��; I I CORE DRILL AND PROVIDE
- - \� ... _ EXIT ELEV: \ -11 MAIN POOL ,��"`-��\\\\\\\\\\\\\\\\\\\\\'�\\\\\\\\\\\\\\\\\ - --L I WATERTIGHT CONNECTION TO
_ INV=1245.00 EXISTING DROP INLET
42" RCP INLET PIPE - RIPRAP PAD FOREBAY \� .r=: BARREL OUTLET :142 2i'rtCP77-2n1e SLOPE{ASTiuI G76,CLASS pl]GASI[£TEL7 JOINT PIPS MANUFACTURED WITHOUT LIFTa IQ�ES-GASKETEIJ -
\ .��� I JOINT PIPE SHALL BE WRAPPED WITH A DOUBLE LAYER OF NON-WOVEN FILTER FABRIC ON THE OUTSIDE OF THE PIPE AT EACH JOINT I I I I INV=1171.00 -- - ra
- - - - : - EMBANKMENT NV=12i5-OC
� TOP Of PERM.SED. STOR. ELEV: 12fl5.E]U i s � ,�
_ :rdr I �/`
TOP OF PERM,BEd.STOR. ��� :�=Y::= r .- s _ 4, Alt -i ////I��/!/I�CI�/�/1I/�f/�//J///'�//, /jI E .: ///.I/1J►f/I�II�//I�D�lII�11'/llll�sfl,/ iG : /!/J%r/S/IIYIJ�E/E \ \
�14 TE7POF PERM.SE17.STOR - - - _BOT- OF PERM.SED-STOR. ELEV: 1204110 • ".,1 4 CI. t4
FOREBAY ENTRANCE �t\\\\\\\\\��`��
ELEV:1187-00 > FOREBAY EXIT ti\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\��\\\\\\\\����� 3 r - fV=1205.tK1 } �� , -4y I I 4/ /�/�� \
ELEV: -•y y�� } `''" _j•1, iy. a' +' t'`_ +- = i r.' �.' [11
BOT.OF PERM.SEQ.STOR. .�• 4. ;: :_° r::*z. E .• .; 64'I17-11C c I� F..' -;". / I 1 I / .1 .. ' . , s; _ •• . :. Z \ LO
FOREBAY ENTRANCE •':› Y .,--y- •:- ti :1 v.-- CONCRETE PIPE ty -rr_. \ tv -;+ {{ I / L+;:ri}f * F 'ti._, *..1* +-"'' ZtjD o
6"IMPERVIOUS FILL - 6' DUCTILE IRON r';}.�'-r . �•s�-- a '{-rr COLLAR TO r.. CONC.ANTI-SEEPCOLL4R(6"WIDE =' { I l + I ;•` :fi - ' _ . ' 1e ' U
ELEV: 1196.00 .�-_- - - •. t �-::�:--.� .'-- � o
LAYER UNDER ALL r_ SPRINGLINE 3 TOTAL LINDER EMBANKMENT IMITN \ } , • \ W
DRAIN PIPE i=:. =r; f •{ :t . x
l re
ROT_OF PERM_SEE/STOR_ �- ONE COLLAR UNDER CENTER OF
WATER SURFACES �- / =: .. 0
0 00 rr� o
FOI�EI3AY EX}7 \ � �� -`j �'�;; �•._ '- � n. �
ELEV'1196.50 SEASONAL HIGH WATER TABLE BELOW ELEV: 1142.O13 DAM { f , CONCRETE • {/� t� sn �.;
r. •. i 24" - PIPE \ II Z '' - o v S
•
7ti f- F RCP - •a: COLLAR 4 a LLI 4 remit
s lam
P Li1 207 6J;'•` 5: U a u_ L- en 6
SEQUENCE OF CONVERSION FROM SEDIMENT BASIN TO STORMWATER \ `////,// f+ NOT FOR CONSTRUCTION
_01,t,IIUUIufr
CONTROL MEASURE 24" 24" • ol CA lib°e{eeei
1. INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT AND POND AND EMBANKMENT SECTION `\ MIN WITH / 4 4 4G,e•
ALL OTHER POND COMPONENTS. ANTI-SEEP COLLAR f �r fi
2. CALL FOR SITE INSPECTION PRIOR TO SACKFILLING POND BARREL, ENLARGEMENT ` SEAL
3. INSTALL TEMPORARY SKIMMER TO OUTLET STRUCTURE. f - 033612
4. EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS, `
SEE EROSION CONTROL PLAN. #ems$ 1NO •;'• `
5. INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASIN f``e,'L'/ SLVA- %
COMPONENTS, SEE TEMPORARY SKIMMER BASIN DETAIL, ld* selin"ti';}t
6. REFER TO TEMPORARY SEDIMENT SKIMMER BASIN DETAIL FOR SD/DD REVIEW
ELEVATION OF SKIMMER CONNECTION. WET DETENTION BASIN MAINTENANCE SCHEDULE DAM EMBANKMENT CONSTRUCTION STANDARDS
7. SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL PLAN FOR 1- CONTROLLED FILL, AS SPECIFIED3 BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF
INFORMATION. DESCRIPTION METHOD FREQUENCY SEASON EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR
8. ONCE SITE I5 APPROVED, REMOVE TEMPORARY SKIMMER, EMBANKMENT MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698.
BAFFLES AND OTHER TEMPORARY COMPONENTS _ 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER
9. FILL MOLE IN CUTLET STRUCTURE FROM SKIMMER WITH INSPECT AND REPAIR VISUAL €t4CE PER YEAR ALL CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED, STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
EROSION/ANIMAL NESPINGS 3- FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO
NON-SHRINK GROUT. PROVIDE PERMANENT WATERTIGHT SEAL. SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
10. EXCAVATE LAN.SEDIMENT AND GRADE TO FINAL CONTOURS, SEE INSPECT ANDCOVERAGE
RESEED VISUAL WHENEVER NEEDED ALL4, ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL
GRADING PLAN. r � � � {,BASS L;OIIERR�
{ LIFT.
11, CONSTRUCT WET POND STORMWATER CONTROL MEASURE AS - OUTLET STRUCTURE 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
SHOWN ON THE DRAWINGS. DEBRI5!OBSTRUCTIONS BY HAND WHENEVER HEEDED ALL
� DRILL OPENING N, PERFORMED
FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE
/ ENE? P WITH PERFORMED AT THE DISCRETION OF T1-IE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS
/ DIAMETER 3.5-IN \ OF THE FOUNDATION SOILS WITH CRUSHED STONE.
AS-BUILT SURVEY REQUIREMENTS / \ OPERATE POND DRAIN VALVE BY HAND ONCE PER YEAR ALL 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E.,TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE,
NOTE:CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC / T \ ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR CERTIFYING / 1 '_ \ EROSION AT OUTLET DISCHARGE VISUAL ONCE PER YEAR ALL B. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES,
WET DETENTION PERFORMED
BD AREA DIMENSIONS AND ELEVATIONS EROF THE / ..-4-- 4 ANCHOR \ 9. EARTHWORK COMPACTION WITHIN! 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR
.s.rt _ DR, wDOWN FOREBAY 1 MAIN POOL MINIATURE SELF-PROPELLED ROLLERS.
FOLLOWING: / I 11 - PIPE TO WALL \ - 10.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
/ L! - ; .1 \ SEDIMENT/DEBRIS BY HAND ONCE PER YEAR ALL 11.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
1. TOPOGRAPHIC SURVEY OF THE WET POND AND EMBANKMENT { 10-IN . #= • 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND
2. OUTLET STRUCTURE TOPS AND INVERTS INA-
t- ig�{- MULCHED OR HYDROSEEDED.
3. OUTLET STRUCTURE DIMENSIONS / 4- VC . REMOVE TRASH BY HAND WHENEVER NEEDED ALL4. ❑RIFICE DIAMETERS .._ \ CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL PROJECT CLOSE OUT TESTING, OBSERVATION. AND CERTIFICATION
5. BARREL PIPE SIZES AND INVERTS AT WHICH TIME OWN R WILL ASSUME MAINTENANCE RESPt3NSI$1LTTY. 1. TESTS OF THE DEGREE (°Jo) OF COMIPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART DF THE PERMITTEE`S NORMAL QUALITY CONTROL PROGRAM FDR THE
6. EMERGENCY SPILLWAY ELEVATION AND DIMENSIONS. 4'PVC TEE \ 1" . '- .° PRIMARY CONSTRUCTION OF THE DAM, TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION
- �` SPILLWAY 1 OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED; THE
j INV=1212.60 I PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THE DAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION,
j PERM. POOL ELEV: 1201,50 I 2. CONSTRUCTION OF CLASS A, B AND C DAM EMBANKMENTS SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER, WHO IS REGISTERED AS A PROFESSIONAL
OUTLET STRUCTURE NOTES I � +: = r• - _ ) ENGINEER IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEER MUST HAVE EXPERIENCE IN THE DESIGN AND CONSTRUCTION MONITORING OF DAMS OF THE SIZE AND SCOPE I-
1. CAST-IN-PLACE CONCRETE RISER IS REQUIRED WITHOUT - COVERED BY THESE STANDARDS AND GUIDELINES.
EXCEPTION. I .- --- I 3. ON CLASS A, B, AND C DAMS (WITH THE EXCEPTION OF DETENTION ONLY CLASS C DAMS THAT COLLECT DRAINAGE FROM AN AREA OF 25-ACRES OR LESS), THE GEOTECHNICAL ENGINEER, C
- WATERTIGHT
I AS DEFINED ABOVE, SHALL OBSERVE ALL ASPECTS OF THE CONSTRUCTION OF THE DAM (I.E., PREPARATION OF THE FOUNDATION, INSTALLATION OF THE CUT-OFF TRENCH, INSTALLATION OF
2. CLASS "A" (3,OaO PSIS CONCRETE TO BE USED. � • 4•PVC _ NON-SHRINK W
6. ALL MORTOR JOINTS ARE 1/2" + 1/8". 1 GROUT / THE PRINCIPAL SPILLWAY PIPE, INSTALLATION OF THE INTERNAL DRAINAGE, INSTALLATION OF COMPACTED FILL, ETC.), THE FREQUENCY OF OBSERVATION AND TESTING MUST BE
7. GROUT SHALL BE NON-SHRINK (ASTM-C1107) 8-IN = ; 4• •• { SUFFICIENT FOR THE GEOTECHNICAL ENGINEER (OR THE DESIGN ENGINEER ON CLASS D DAMS AND CLASS C, DETENTION ONLY, DAMS) TO STATE, IN HIS/HER PROFESSIONAL OPINION,
.8. ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE PROVIDED WITH r �' ` ANCHOR THAT THE SPEFIC ITEMS OBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS. Z
STEPS 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH \ ., - I - - - DRAWDOWN /
-
STANDARD 840.6$. \ L�� ., ;4■._.. ,, PIPE TO WALL /
.9. LOCATE MANHOLE OVER STEPS. • • •
\ J- - . .
�- = / HEAVY DUTY
VALVE STEM
END CAP WITH / WHEEL z
DRILL OPENING
\ DIAMETER:3.5-IN CONCRETE SLAB
MANHOLE RING AND COVER
/ 3` DIA.CONCRETE CORE T CONCRETE SLAB #4 BARS B"O.C_E_W. Et
PRIMARY SPILLWAY 24" 6-FT WIDE ACCESS #4 BARS
ENLARGEMENT PAD TO OUTLET 8.O C-E.W.
TOP SLAB ELEV: 1216.00 ) STRUCTURE 8-IN TOP SLAB ELEV: 1205.30 _ _ 3 R H
[...- --- --- � ` - - - � � � \ f .. �t: ■.: • .Yh3' _ - .1 .11 BELOW WEIR
�^':'{ +mow [ 1i:ty4:f `+`_7•.; ti 'x` = /'_, ' M
• .f- : I- I -• #4 R[8AR 6 O.C.E W.
6 IN DUCTILE IRON DRAIN PIPE TRASH RACK ,':f ••` • , TRASH RACK
\ •�'' IS ON ALL - •`, ' I$ON ALL J : TRASH RACK(ALL
3* FOUR SIDES OF
\ N•• FOUR SIDES 3 . : FOUR SIDES OUTLET STRUCTURE)
WITH GATE VALVE AND HAND , a"z \ WEIR ELEV: 1214.40 ^s ':A� } 1 - RIM ELEV: 1203.1D ,: ti`- '-
WHEEL �+ a� 4 . \ i• ■ III 111 -;"
A
_
•
+ N. f II-11-II��II II III ',f� ANCHOR TRASH RACK • •' .'
\ 8-IN 8-IN 1 6-IN - 8-1N (ALL CONTACT POINTS). 8-IN
1 E'""r �'
• ; PRIMARY Y VALVE STEM GUIDE.ATTACH ;
a SPILLWAY / r I T. TO RISER WITH THREADED + --F.': MID POINT OF r I. ••■
!4+ • ROD PILLED WITH GROUT • ` III PRIMARY f • W a
■ . / II: .�:F: AQUATIC BENCH , , I�� I. a
• . , . . - / UI•.s:-. INV=1201.50 '$•;•+ _•.x�. 1�1 SPILLWAY `_. •: *:.�
• -: • r I INV=120L.50 ■�■+
•* PERMANENT POOL ELEV: 12U1r00 '
- HEAVY DUTY Fj.'tf i'^"�i�ki R. - r•: o?. i+ I#11=11m�1�11,
CO
CONCRETE / y f_ _ CAST IN PLACE RISER IS k 4 VALVE STEM r. 1.11111. I--. •' � a , =11, = -
PIPE ANCHOR REQUIRED WITHOUT CUTLET
I gat / = :- �11�1�. .'t In ;11=
BARREL \ 1• • •JI 1 •; s' .k w CjZC1I
EXCEPTION s: F. .,. Tom. ;: IR!!!
arII-�-* 1U0 LF 24 IN RCP TEMPORARY SlUMMER TO Z, j 'j eA -
BEREMOVED [ 5EE '.f : - I= + `,t .'CONSTRUCTION
1
1.
�� ' ' FILL SKIMMER E WITHPVC PRIMARY$PILL4VAY 7
*c - SEQUENCE) r BRAU-SCE ATTACHED TO •f- - - - - 3 1 _+�*+• {" • +; !.(• -
ORIFICE DIAMETER 3.5 IN ` ..•
BASE wail THREADED NON-SHRIROUT. ,'•*' : CI I-- i $-[N6-irl I .■... ••.. PROVI[}E ANENT •
_4-Fr _ , ROD FILLED VYfTH GROUTZ < Z 0
- - • 9-IN _ ..-t : OUTLET ELEV: 1197.00 . , WATERTIGHT SEAL. • ;;'.•',{
Or-
I%+ EXTEND PIPE ---•� ' '; �+ '�
E ; OUTSIDE rT - --I��I. II_ • 11 I �,'+; INV=11$7,04 BARREL «:++: +si5!. J
LL �+ 100-LF 24-IN RCP ' •:` Q
I' I EMBANKMENT . I- • r: � INV ai 18T,i0 r.'■V+ (3EWATERING ':,t.......,..)•,'
' .1 INV=1197.20 ' PIPE ENV+11$6.fl0 "�"� s✓
I ' : .y' 6" DUCTILE IRON DEWATERING PIPE Q
_ +- .y . w TOP PERMANENT SEDIMENT STORAGE ELEV; 114T.00 l7r r
d. / • .� M^ • .• ;Si 1 MI ' •'! - j - r 1-: ! I 1-' - r �4 r+r �r . . r a j+ 'f , s r
•
�' a •• d • �' j ...r '•} ,r. 4. : 1 '} - ' r J .f. t••; : •s.••- ••�' a.i i': ' 4 ,F !. -•;.. .Ie + ,- ■•'4�..1' • .t: 'r.',a'�•*,: '�,s2:y-'.j .+-J M;.�+■TI-•},° +.ice ' �••.'`h ea'..+
TEMPORARY SKIMMER TO BE :,{ • I +. t� �� • . i++1 s: +R.. a' `"y.. r r }' j. f y r I}' .fir Y +
REMOVED(SEQUENCE OF N/ -t •i''+ CO�Ii"itETE FlLL r+y 'e ' i t � +:• •• CpNCL�ETE FlLL s'f l'y+ , ,. '*.:; ; 6-FT X 6-FT X 1.5-FT DEEP
FILL SKIMMER ! • +y: ' ,L:•it-, j•`... �+ - J. . • L 'I DEPRESSION UNDER PRINCIPAL
CONVERSION FROM SEDIMENT BOTTOM PERMANENT SEDIMENT STORAGE ELEV: 1196.00 > T.' t 4 -l .}.+, ry • • +{r• - -. , w t Y ,
BASIN TO M SEDiATER HOLE WITH 4 ' . ': T{)EXCEED -i'� r+ r;��• - *�' TO EXCEED s -,ti■ '.. •.: SPILLWAY FOR ADEQUATE
NON-SHRINK CONT#1ACTOf2 SHALL PROVIDE / ,<-_ _.•' •- .t,r .'• BUOYANT FORCE • tr- 1.•l.. •. .. !: } BUOYANT FORCE •-� •f`. r' C
CONTROLMEASURE) til: . .,, t:s ; ,.. _ti = +i +
GROUT FOR f CONCRETE `• +• ,: r .. r; . `_'.i.' s 71I' 2 i �: '. DRAINAGE.TIE BACK TO AQUATIC ■
STET°iN ACCORDANCE WITH 4.. 1 •ti - :' : .s' + ';1 s s+< d• '
WATERTIGHTL ' : .r ° .. ;•• �, - ;.:r .'. ' .r } s' , #- ,... I, .. r ti ---• . BENCH AT 3:1 SLOPE. I C
NC!]OT STD,840.56, STEPS , , - . '. 4.. I Y r •r :t-. +• - .'..A....,...*- ';3:� y r s 1 Z 1 . ., f'� .`r. : 1 0
SEAL � - � PIPE ANCHOR �x.: • •r ■, •. �;■ :• ie` `t ,r. ' ~• �+ •r'i ..• ::F•' . ....,• ?oo
X SHALL$E PLACED AT 1B"O,C. � x � � � � / . �{+ .4
r :i� :►- �..� �.� ,.+>� ,. :l • r ' �•+•/- _•+� -• `ie•. ..r � 1i1
y sa• •• s. -I 1. R_ ' ' f'
FLANGED.NRS.RESILIENT WEDGE GATE
/ ' VALVE WITH EXTENSION STEM.HAND WHEEL 0 Z it r6 -
N AND STEM GUIDES AS MANUFACTURED BY N- I- _
/ \ CLOW OR APPROVED EQUAL-
• ' 0
OUTLET STRUCTURE i/ � "'� - '":�';_� 1-- "�24-$N";` � \4 OUTLET STRUCTURE OUTLET STRUCTURE �
PLAN VIEW {i - ..-.. ." •• 6 ' =:, r 4es ''� ;;:`-•� • , SECTION Y-Y SECTION X-X il 0 J t
- t i
' `• ': - -a.
I }A'i:_ .'' .4. 6-IN DIP .?•••• I
Revisions
I •,� .t :y.,l•r' _ _ - .` ••=.' 36-IN
4 -• 4 ■••-"e -• f ' 4- - - :-'
No. Date
•,,.'-.• ,._` :.t•. r. ' sL +' COR #27 2021 JULY 09
y' -, : :r- Project Number: 1711-B
Date: 2021 JULY 15
\ Drawn by: FS
\ CONCRETE PIPE ANCHOR /
N ENLARGEMENT f SITE DETAILS
- F
F
Sheet Number;
el PERMANENT WET DETENTION POND STORMWATER CONTROL MEASURE (SCM) ITS ■

N � O
8-FT WEIR WIDTH 8-FT WEIR WIDTH LI o
m
AOUATIC BENCH ELEV: 1210.50 ,k� 2 _ 2 TOP OF EMBANKMENT ELEV: 1216.00&: 3 3 Z r
T : -I1 l��iL - s•` -I1 1�-� e W aj in m
1=b } FORBAY WEIR CREST ELEV: 1209.50 t iiti ?1I; i - - _ SPILLWAY CREST ELEV: 1215.00 ►� ►'�r'�I SCHEDULE APRE-INSTALLATION o crjn+
diC + '� CONFERENCE PRIOR TO ,0 _c co
-III Irll� ..� i. II:,.i, ,�1�1� .i� .. 0.1A! ` CONSTRUCTION OF THE
STORMWATER CONTROL MEASURE
100-YR STORM ELEV 1214.18'
FOREBAY WEIR SECTION 24-INTHICK CLASS B EMERGENCY SPILLWAY SECTION 24-IN THICKCLASSB
RIPRAP OVER FILTER 10-YR STORM ELEV 1213.11' RIPRAP OVER FILTER
FABRIC FABRIC
2-YR STORM ELEV 1212.50' 6-FT WIDE ACCESS
AQUATTIC BENCH ELEV: 1211.00 1-YR STORM ELEV 1212.33' PAD TO OUTLET
STRUCTURE 6-IN . L,
OUTSIDE EDGE OF AQUATIC BENCH IS BELOW WEIR 10-F1rIIPP- 03 o
6-IN ABOVE PERMANENT POOL ELEV TOP OF EMBANKMENT ELEV: 1216.013 TOP ELEV: 1215.50 H w SEED B.MULCH EMBANKMENT SEE SEEDING SCHEDULE ■ `
(INSTALL SLOPE PROTECTION MATTING ON ALL SLOPES ii
•
••PERMEPOOLELEV: 12100 { .ti ,; -
f�" SIDES UUITH PEAK TRASH GUARDS :�+ / ,�.''. PER NCDOT STD DWG 310.02
�\\\��� 3 .=.
�• OUTLET STRUCTURE �' .. , \ INV.ELEV:rfs9-50 W
FOREBAY ENTRANCE ELEV-1206.50 1 2 ` 2 ••.4 INVERT ELEVATION: 1212-25' �,� ' � �,
�_� EXIT ELEV:1207.54 � 11 MAIN POOL INV=121D.54 4 •
+'.` t T1<crJ+�7arnr WALL rnlTa >� °�
@\\\\\\`.\\\\•Q.\\\\�\\\\\\\��\\\\\\\\' FES VIA Epoxy COATED r
INV=1206.Q4 . 1- - I REPAR AND EPDXY GLIDE Li
` ` FOREBAY ` ���\\\� k t: BARREL OUTLET BARREL:95 LF 9$"RCP[a 2.690 SLOPE(ASThi C-76,CLASS III}GASK£TEb JOINT PIPE MANiJFACTLIRE❑WITHOUT LIFT HOLES.GASKETED
24" RCP INLET PIPE RIPRAP PAD ` EMBANKMENT \ c- .. INV=1202.0U JOINT PIPE SMALL BE WRAPPED WITH A+ROUBLE LAYER OF NON-WOVEN FILTER FABRIC 4M THE 4UTSIRE OF THE PIPE AT EACH JOINT-
` - ` TOP OF PERM. SED. STOR. ELEV: 1206,00 0 \\\
TOP OF PERM,SED.STOR ~~~ \�"••~ BOT- OF PERM. SED- STOR. ELEV; 1205.U0 \��\``•• r _4 %_ .= =, _
• OUTLET PROTECTION
' '. •. •" r of=•f"` SEE GRADAAIG PLAN.
-_:�. - -: - /!!lll�fl/�►11�I/II�Ir//%7� : IF l" ,-.•z F/rI/I�i�II�►I/I�tlf/II�// ll e�:; - - - a"' a
FOREBAY ENTRANCE , - - - TOP OF PERM.SED-STOR. ` �����``� ��_- INV=1245.80 +.- i �� #;
ELEV 1206_25 \\\\\\\\\\`b FOREBAY EXIT `\\\\\\\\`.\\\` \\\\\\\\\\` \\\`�\\\\`\\\\` �\\\�\\\\\� ;';.•w-1 •t ; - , , :• ? ' ;=`-, -�••71••1••1• .i•:II.••'�
_
BOT.OF PERM.SED.STOR. ELEV:1206.25 ;•r•I' •at3_�4'_.`-._. {%j'_Y�s x ty._ .-IN THICK ti Y,?. cq
;=.• / '! - a
FOREBAY ENTRANCE :.- :'y,.. ..-.•,I .:.:•. „ s.�;} .f r` CONCRETE NIPE N - \ ;" 0 +tea
6"IMPERVIOUS FILL - 6" DUCTILE IRON `�; %''=`:;�:? .' ;r'�: '•'r r}s COLLAR TO ;•'' CONC.ANTI-SEEP COLLAR(6"WIDE) - / h h IZ O U o
ELEV: 1205.50 . _. --- -- .- ,:••. r_- t
LAYER UNDER ALL t. SPRINGLIKE i TOTAL UNDER EMBANKMENT WITH \ - - -� - i
ROT-OF PERM-SED-STOR. DRAIN PIPE Z> 1` 1 :- I, f ,_ x OC w •2
WATER SURFACES ONE COLLAR LINDER CENTER OF - - \ __ " uJM in
FOREBAY EXIT V SEASONAL HIGH WATER TABLE BELOW ELEV: 1192.00 ,Wim / o m rn o
ELEV-1206.00 _ � � / �\��\��\��\� � \ Z z
to In
_ tee- ..4.. +'-_ -- r 4 E - g 'E
•
/ .A.;: , . � + , : ,-. CONCRETE \ I'- � p ¢ FA C' I17
\.i-_•-:', .•. 24" ' - • -- PIPE
SEQUENCE OF CONVERSION FROM SEDIMENT BASIN TO STORMWATER r \ = - ' ' RCP = •�;' COLLAR NOT FOR CONSTRUCTION
CONTROL MEASURE I ti r' '� ,
-I / • + + icy + CA rrj*
1. INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT AND � - � -_+'+-.`Y'_ ��`` 4 f•
ALL OTHER POND COMPONENTS. \ .., r r 1 4� 4.
2. CALL FOR SITE INSPECTION PRIOR TO BACKFILLING POND BARREL. �_ . _ , 4 SEAL
3. INSTALL TEMPORARY SKIMMER TO OUTLET STRUCTURE. VI. 0 3 3 612
4. EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS, j
SEE EROSION CONTROL PLAN. 24° 24" j •}�,45 `` ' I tit $
5. INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASIN \ IWIn1 MN / `y f$g Lit yS' ti
COMPONENTS, SEE TEMPORARY SKIMMER BASIN DETAIL. / 1Wi1#i11'1t
6. REFER TO TEMPORARY SEDIMENT SKIMMER BASIN DETAIL FOR , ANTI-SEEP COLLAR / SD/DD REVIEW
ELEVATION OF SKIMMER CONNECTION. ENLARGEMENT -'
7. SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL PLAN FOR _ _ - - --
INFORMATION. POND AND EMBANKMENT SECTION
8. ONCE SITE IS APPROVED, REMOVE TEMPORARY SKIMMER,
BAFFLES AND OTHER TEMPORARY COMPONENTS WET DETENTION BASIN MAINTENANCE SCHEDULE DAM EMBANKMENT CONSTRUCTION STANDARDS
1, CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF
9. FILL HOLE IN OUTLET STRUCTURE FROM SKIMMER WITH DESCRIPTION METHOD FREQUENCY SEASON EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR
NON-SHRINK GROUT. PROVIDE PERMANENT WATERTIGHT SEAL. MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR -TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698.
10. EXCAVATE SEDIMENT AND GRADE TO FINAL CONTOURS, SEE ^ ^ EMBANKMENT 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY, SOILS WITH ORGANIC MATTER
GRADING PLAN. INSPECT AND REPAIR VISUAL ONCE PER YEAR ALL CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
11. CONSTRUCT WET POND STORMWATER CONTROL MEASURE AS EROSION/ANIMAL NESTINGS 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO
SHOWN ON THE DRAWINGS. INSPECT AND RESEED VISUAL WHENEVER NEEDED ALL SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
/ END CAP WITH GRASS COVERAGE 4, ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL
/ DRILL OPENING LIFT
I DIAMETER:3.5 IN \ OUTLET STRUCTURE
AS-BUILT SURVEY REQUIREMENTS / \ 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL,
NOTE:CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC r \ DEBRIS/OBSTRUCTIONS BY HAND WHENEVER NEEDED ALL 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS, ALL SUCH UNDERCUTTING SHALL BE
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR CERTIFYING f ` 4• ' PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BEAN ATTEMPT TO STABILIZE ANY PORTIONS
• • OF THE FOUNDATION SOILS WITH CRUSHED STONE.
WET DETENTION POND AREA DIMENSIONS AND ELEVATIONS OF THE 7 rb •� .- ANCHOR \ OPERATE POND DRAIN VALVE BY HAND ONCE PER YEAR ALL 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE,
FOLLOWING: I DRAWDOWN ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
PIPE TO WALL
A \ EROSION AT OUTLET DISCHARGE VISUAL ONCE PER YEAR ALL 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
1. TOPOGRAPHIC SURVEY OF THE WET POND AND EMBANKMENT { IN _In4a- - i • 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR
10 1 1 .- •, ' \ MINIATURE SELF-PROPELLED ROLLERS.
2. OUTLET STRUCTURE TOPS AND INVERTS ' 4 == - 4, 4 FOREBAY{MAIN POOL
3. OUTLET STRUCTURE DIMENSIONS I - 4"PVC . \ 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
4. ORIFICE DIAMETERS / I ' . 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
SEflIMENT/DEBRIS BY HAND ONCE PER YEAR ALL 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND
5. BARREL PIPE SIZES AND INVERTS 4 MULCHED OR HYDROSEEDED.
I
6. EMERGENCY SPILLWAY ELEVATION AND DIMENSIONS. 4"PVC TEE L� ■ T •4 PRIMA RY AY REMOVE TRASH BY HAND WHENEVER NEEDED ALL
1NV=1212.00 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL PROJECT CLOSE our TESTING, OBSERVATION, AND CERTIFICATION
❑ PERM. POOL ELEV: 1210.50 I I AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY, 1, TESTS OF THE DEGREE (%) OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART OF THE PERMITTEES NORMAL QUALITY CONTROL PROGRAM FOR THE r
OUTLET STRUCTURE NOTES ' = I •- - • CONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION
1 1 OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED; THE
1. CAST-IN-PLACE CONCRETE RISER IS REQUIRED WITHOUT 1 ::4 .• PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT, ALL PORTIONS OF THE DAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION.
EXCEPTION. 4 WATERTIGHT 2. CONSTRUCTION OF CLASS A, B AND C DAM EMBANKMENTS SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER, WHO IS REGISTERED AS A PROFESSIONAL ' ' I
2. CLASS "A" 3,ODO PSI) CONCRETE TO BE USED. 4"PVC NON-SHRINKW
GROUT ENGINEER IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEER MUST HAVE EXPERIENCE IN THE DESIGN AND CONSTRUCTION MONITORING OF DAMS OF THE SIZE AND SCOPE
6. ALL MORTOR JOINTS ARE 1/2" + 1/8". \ r 4 • COVERED BY THESE STANDARDS AND GUIDELINES, Z
7. GROUT SHALL BE NON-SHRINK (ASTM-C11O7 s zr ". 3. ON CLASS A, B, AND C DAMS (WITH THE EXCEPTION OF DETENTION ONLY CLASS C DAMS THAT COLLECT DRAINAGE FROM AN AREA OF 25-ACRES OR LESS), THE GEOTECHNICAL ENGINEER,
8. ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE PROVIDED WITH \ ' 4 ANCHOR / AS DEFINED ABOVE, SHALL OBSERVE ALL ASPECTS OF THE CONSTRUCTION OF THE DAM (I.E., PREPARATION OF THE FOUNDATION, INSTALLATION OF THE CUT-OFF TRENCH, INSTALLATION OF
•
STEPS 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH \ -.• DRAWDOWN / THE PRINCIPAL SPILLWAY PIPE, INSTALLATION OF THE INTERNAL DRAINAGE, INSTALLATION OF COMPACTED FILL, ETC.). THE FREQUENCY OF OBSERVATION AND TESTING MUST BE
STANDARD 840.6 , �" �•,•, PIPE TO WALL SUFFICIENT FOR THE GEOTECHNICAL ENGINEER (OR THE DESIGN ENGINEER ON CLASS D DAMS AND CLASS C, DETENTION ONLY, DAMS) TO STATE, IN HIS/HER PROFESSIONAL OPINION,
9. LOCATE MANHOLE OVER STEPS. -
--. ' • / THAT THE SPECIFIC ITEMS OBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS.
r - Y HEAVY DUTY
VALVE STEM
\ END CAP WITH / WHEEL z
DRILL OPENING
DIAMETER:3.5-IN CONCRETE SLAB
\ / 5-IN THICK
IIN / 3" DIA. CONCRETE CORE CONCRETE SLAB MANHOLE RING AND COVER
N PRIMARY SPILLWAY ! / 24" 6-FT WIDE ACCESS #4 BARS WI
BARS$"O.C.E.W.
X WATER QUALITY ORIFICES: ENLARGEMENT PAD TC OUTLET 8"O C. E.W-
T1NO(2)-12"X 6"ORIFICES ON BOTH .1 TOP SLAB ELEV: 1215.50 STRUCTURE 6-IN TOP SLAB ELEV: 1215.50 3"Ft c I-
SIDES WITH PEAR TRASH GUARDS \ + : 7- :.s ;--..:1BELOW WEIR { _ - *-. ,
INVERT ELEVATION: 1212.25' - {i •°*: °.-.� '7 .`r Ill IMI _
• #4 REPAR$"QC_EN_
4 ••: TRASH RACK r:+ • : • TRASH RACK TRASH RACK(ALL
•'`' ' IS ON ALL +•}:' IS ON ALL _ FOUR SIDES DF
6-IN DUCTILE IRON DRAIN PIPE 1 3"
\ FOUR SIDES r 3 FOUR SIDES OUTLET STRUCTURE) D
WITH GATE VALVE AND HAND E j d-" f \ WEIR ELEV: 1214,25 _-. , . : 1 r RIM ELEV: 1214.25 ._. ; .-
WHEEL d a = . a' }aa \ '` _; .Y 11,'I $-IN 8-IN
a \ +'•{ 1 " '1 ANCHOR TRASH RACK "�"I
- N 8-IN $-IN L 11-11-11-11-11 �•
6 IN - ' (ALL CONTACT POINTS) _
PRIMARY I J l j • r . -_,. . ,. ��■ �_• ti
N SPILLWAY / --... MID POINT OF 'A U
i WATER QUALITY ORIFICES r III '. WATER QUALITY ORIFICES:
C1 ' •: I I�F- �. y VALVE STEM GUIDE.ATTACH TWO 2-12"X 6"ORIFICES ON BOTH AQUATIC BENCH '`.. ', ice' PRIMARY . ' •
TWO(2 -12"X B"ORIFICES ON BOTH
4 •.. / I 'x:; R.•
_'r; ) _'_�.', ICI SPILLWAY a:-`r, Z
TO RISER WITH THREADED SIDES WITH PEAK TRASH GUARDS SIDES WITH PEAK TRASH GUARDSZ a--i
ROD FILLED WITH GROUT : - INV=1210.50
• •'a INVERT ELEVATION: 1212,25' -t, I _•• INVERT ELLNATION: 1212,25' 0
..*•' PERMANENT FOOL ELEV: 121b.54• .•; ''
CONCRETE CAST IN PLACE RISER ISi-1 ; INV=1210.54 • +_ -11-11= 4' :: ': +=1111=II=11:F .,�
PIPE ANCHOROUTLET I :t.' ar ;. =�I.11"�111. {:�F+ - I�I �.: ;1i.11 - - - [I] CO
REQUIRED EXCEPTION WITHOUT ¢ BARREL \ t I.-...,:_:_..:.....:/ 111i��. - .. , I�� -,,
95-LP 1$-IN RCP I i 1 1 .• : HEAVY DUTY ;.+ NI
v. , VALVE STEM _ ' -'� ��■ ..`' .i+ Z �'�I
- U•SHAPED STEEL •'" 3 •
*g' • 3
PVC PRIMARY SPILLWAY - . BRACKET ATTACHED TO ; -; 1 " ^' 1
ORIFICE DIAMETER: 3.5-IN * : a • { r BASE WITH THREADED - ' ' ":. ROD FILLED WITH GROUT .'.*,. `'; .' =
8-IN 8.IN ��•,.
+--�� 4-FT- ' . ` --' ELEV: 1206.04 - '' Z 0
6-IN OUTLET
A •t' d-• EXTEND PIPE �f I' • _ • J - - _
,:- - OUTSIDE `-- ', INV=1202.017 BARREL .•�.'`' • _
a '=' '- EMBANKMENT • x • CZ
95-LF 18.1N RCP ~ 5+3
INV-1205.$4 DEWATERING
a INV=1206.fl0 1 PIPE INV:1205.90 `.-- - • 0 a� 1- s
b • - • ( - - J a 'e . { TOP PERMANENT SEDIMENT STORAGE ELEV: 1205 00 6" DUCTILE IRON DEWATERING PIPE I ` . ,�,-
4- '4 44-. I 't - 4- f- a + y' {.. + ',• �. :.�:,• I'.f'y •.;':-+ . •ir`; FtK ..*_
1 1 1. _ =.•d I#` '+ + _ ;: • I. •i,'•: '• ••- -- '" - •}, .t 6-FT X 6-FT X 2.5-FT DEEP
\ Z�1 ., - `Y ' CONCRETE FILL . �. •= «•- ' -~ TO EXCEED r ~y-A'
DEPRESSION CINDER PRINCIPAL
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PLAN VIEW ` ' - := �' '�'- . -^ + 'f.k :: + \ SECTION Y-Y SECTION X-X
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- Revisions
No. Date
4 i
\ 12-IN ,, . '.'' • •}. ''-' I
\ /
Project Number: 1711-B
\ / Date: 2021 JULY 15
Drawn by: FS
\ CONCRETE PIPE ANCHOR
" ENLARGEMENT / SITE DETAILS
f
Sheet Number:
CIO PERMANENT WET DETENTION POND STORMWATER CONTROL MEASURE {SCM} 'B' NTS C8 i 17