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� � CONSTRUCTION PLAN APPROVAL
_ _ ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND I ' ❑
/ - / / , V _ SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN
1I'' /7\ i ,j/ •ti1\ ', \ / I J``\ ' •` '\�'' / f/ �\ / i , PINES STANDARDS AND SPECIFICATIONS AS OUTLINED THE -
I r ` ,I - 1 ,\/ .�I 1 i \ I ; ` ❑ TL NED {N E MOST _
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-1/_ �! �I. , ,� 1 w - CURRENT UNIFIED DEVELOPMENT ORDNANCE (UD❑}. IN THE EVENT OF A i-
___ = �� -_ - CONFLICT BETWEEN METHODS, MATERIALS, STANDARDS AND/OR Ei
r�'r� f - �`17. A }�� �, T� ��,rr' - - �- , 1� �� _ _-- '` . SPECIFICATIONS IN THE APPROVED PLANS AND THE UD❑, THE UDO GOVERNS I W
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'1 UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY W
ry \, / /\ I I 1 ' �I ' r , j Ii CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN~1/ , �, y APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS A
- �. - - ' f - - -- - -- - I - -; ! E SEMEN S SHALL BE rU
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-- - , .._ _ r ,, - -•:= =' f\- - - .. ,-- - -- -- - -----{`z . ' -- -- --_• iz_. - TO FINAL AND OR ISSUANCE OF A
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! _ RECORDED PRIOR F1 ACCEPTANCE
- - - - - CERTIFICATE OF OCCUPANCY BY THE TOWN. r 1 in
CAN AL NOTES:•
WATERSHED DATA TABLE
,
WATER MAIN SUMMARY REPORT APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO 1-
• rrx I RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER
THIS MAP 15 NOT IN ACCORDANCE WITH G5 47-30. DESCRIPTION MATERIAL LENSTH TOM/ RIVATE niFiSrvicusAREALAO IYREWADECHANZE.X l RESPONSIBILITY FOR PROJECT DESIGN O
}'IAA MAIN 00-Allum P V F ST-VEY `RE POST-VE" SEWER APPLICATION SUMMARY 0
SURVEY AND SITE DATA PROVIDED BY: 4i, ,,, 6 T iii
BENNY BRONN, PLS - _ 5DF22I PVC _ - # AND TYPE OF UNIT ® ?[ DEMAND FLOW REQUESTED LL�lL� �L�L� W
a' PG3�.�0 DIP I5B LF PRIVATE 75 326 i155r3.'J9lL°f SY 1 [Y Z
PD BOX 3O7SITE owo ortr INDUSTRIAL, OFFICE, 0
WEST .END, NG 273 f6 ■■ 1 Ns a• _ � 2 LF Taray ate• ems► RETAIL, RESTAURANT AND 12,814 GPD I 1-
T p iir
�F .5 BAR
AREA BY COORDINATE METHOD. - ?5 - 0.00 061 6 f ET
o ; aim -52 120 `~ J
PROPERTY CURRENTLY ZONED PD PER THE TOWN OF DESCRIPTION SIZE QUANTITY TOTAL DEMAND 12,814 GPD 0
SOUTHERN PINES. FOR2 II .H I -
1f1Pe�xvlDLa AREA lw *SEWER FLOW DATA WAS TAKEN FROM STUDY BY SHROUT, _
HATER - TATE AND WILSON MECHANICAL AND ELECTRICAL ENGINEERS -
F4iuiw POST-0EV PRE-VEV P+?5T-VEY PROPERTY DOI<5 NOT LIE NITHIN A FEMA DESIGNATED SERVICES aA•s1P�,1a i � �.,---
SPECIAL FLOOD HAZARD AREA.
do NA s•+{ STORM SEWER SUMMARY REPORT `\ e
6[IiGi q 25 3.2D 2661/52 PET D CARIPT10N 1-LATERJAL LENGTH TO~PRJVATE t YL'THE ENGINEER SHALL NOT BE RESPONSIBLE FOR SITE PROPERTIES 2 1NCA 155 owo L•T1 PIPE \.CHANGES TO THE APPROVED PLANS. ANY VARIATION TO RicKHousE
VALVES �'IRF PPYDf2ANT VA�Ve� +H' 0.13 6.w 17 _ c s5 NI RCP 410 LF PwVATE
THE APPROVED PLAN SHALL SE BROUGHT TO THE 61TtI55 Om II,a'I 13' CLASS III RCP LF NGDOT -- .yam.=�_4
ATTENTION OF THE ENGINEER FOR EVALUATION OF THE3004 ED GEWOOD _ =_
SITE CONDITIONS AND RESUB:M D FOR APPROVAL. INCH I
Ta[AL 0.71 '3.6P 16�4 15.24. 1B" W,�5 III RCP 1357 LF PRIVATE J `�.�_`
FiTURAHT' - - 2�' ILA III RGP 311 LF IsRhJA�f ,- ` 0
lre°E3zvlD1.la AREA(aCJ 1007 rR PSAK D5er4ue,E(GP9) 3O' GLA55 III RGP i63 LF PRIVATE
CONTRACTOR 15 RESPONSIBLE FOR OBTAINING ALLRD SEWER MAIN SUMMARY REPORT ❑[ �PrroN ,, ounxr„,APPLICABLE PERMITS PRIOR TO ANY CONSTRUCTIONI
ACTIVITIES. °R6E1 CD j POsr aLv aEv �rsr n5v >�
REsGRIPEON MATERIAL LENGTH TOM/PRFVATE 5 01l' NA 2926 _PJNGTIOPJ 2 w
STORM BOXES INLET 22 tl ❑
THE CONTRACTOR SHALL CONTACT THE OWNER ANDC mER0N, NC 28326 SEKER MAIN EPDXY LINED as - 526
a.ra m SECTION * � �y ,� y �]
PG350 Dip • IN "1 :a 'n '
ENGINEER FORA REVIEW SHOULD ANY DISCREPANCIES 46 OM ,L WATER APPLICATION SUMMARY , ^� x 4, ❑
BE DISCOVERED AT THE SITE OR ON THE DRAWINGS. b' SDR xx PVC om 2�1 _ Zt C-' in
P121VftTE 's DEMAND FLOW REQUIREMENTS FLOW PROVIDED •, 'E r a u L:+ 0
5" saR 35 PUG 132 LF 0,11 aJp1 27�1G '37.73 �1 v'
UTILITY LOCATIONS 5HONN ARE FOR GENERAL LOCATION 104 LF PP7JynTe TOTAL y I
PURPOSES AND COORDINATION ONLY. THESE LOCATIONS 4' S>aR PVC. DOMESTIC DEMAND fit GPM 62 GPM ,'� 4. .' '- •'
• PEAK DEMAND(DISTILLERY) 77 GPM 77 GPM }L4 y 2 oL~ I m• iY
ARE NOT THE RESPONSIBILITY OF NEAL SMITH H SIZE QUANTITY t.
POND DATA FIRE DEMAND GPM GPM
ENGINEERING, INC. SEINER ¢" ream ID I_ I 5.1. IRRIGATION DEMAND N/AO GPM N/AO GPM I • c +.7 m
b' I TOP°F DAH ELEV. �° 3481 GPM 0 20 PSI I a" a" -
THE CONTRACTOR SHALL DETERMINE THE LOCATIONS • TOTAL DEMAND 2459 GPM VH
AND INSTALL ALL REQUIRED CONDUIT PRIOR TO HAw IOL� 4' e�ae6Y 5PILLPLAY ELEV.
°667° {BASSI?ON HYDRANT FLOWS} [� 0
INSTALLING PAVEMENT OR SIDEWALKS. s' 1Y3hR ENTER 504FAGEELEV. 56202 *FLOW DATA WAS TAKEN FROM STUDY BY SHROUT, TATE AND N--1 IZ
b, ,T,�, 56435 WLSON MECHANICAL AND ELECTRICAL ENGINEERS N Z
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too TEAR misix suar-ACE ELEV.
-
TOWN OF SOUTHERN PINES GENERA[- NOTES SITE DATA [� �T�`► "�
I. ALL WATER AND SEVER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF SOUTHERN II. BEFORE THE SYSTEM MAY BE PUT INTO SERVICE THE TDNN N1LL REQUIRE THE As-BUILT INFORMATION FOR DRAWING 4I INDEX :),
PINES STANDARDS AND SPECIFICATIONS FOR HATER AND SEVER CONSTRUCTION. CONTRACTOR SHALL HATER, SEVER AND STORM DRAINAGE: CONTACT TO5P GIS DEPARTMENT FOR REQUIREMENTS. PROJECT NAME: aSINT
BRAD HALL I NG AMERICAN NH I SKEY KO. ZP-13-2I COVER SHEET COVER
CONTACT THE CONSTRUCTIONPHONE INSPECTOR AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO START OF 12. ALL TRANSITIONS IN PIPE MATERIAL SHALL HAVE RESTRAINED JOINTS. ALL RESTRAINED JOINTS SHALL EXISTING CONDITIONS XG-I
EXISTING CONDITIONS-TREE REMOVAL PHASE 1 XG-I.1
CONSTRUCTION. PHONE NUMBER CIO-6G2-Ig83. CONTRACTOR SHALL ALSO CONTACT THE GDN5TRJJGTION BE INSPECTED BY THE TONN'5 CONSTRUCTION INSPECTORS PRIOR TO BEING COVERED. OWNER: RIGKH�7USE PROPERTIES, L.A.; OWNER EMAIL CONTACT: SITE LAYOUT PLAN 5P-I � � �
INSPECTOR BEFORE RESTARTING NDRK AFTER NDRK HAS STOPPED.
jahollinggyahoo.com SITE LAYOUT PLAN-PHASE I 5P-2 13. ALL FIRE HYDRANT LEGS SHALL BE DIP, BE RESTRAINED NITH THREADED RODS AND HAVE THRUST Z
2. CONTRACTOR SHALL IMMEDIATELY CONTACT THE TDNN IF THERE 1S A CONFLICT BETWEEN THESE PLANS BLOCKING. ALL FH LEGS SHALL BE INSPECTED BY THE TONN'5 CONSTRUCTION INSPECTORS PRIOR TO ENGINEER: NEAL 5M#TH ENGINEERING, INC ENGINEER EMAIL CONTACT: SITE LAYOUT PLAN PHASE 2 SP-3 f SEAL
AND THE PUBLISHED STANDARDS OF THE TDNN. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ANY SITE LAYOUT PLAN-PHASE 3 SP-4
WAIVER FROM THE TDNN STANDARDS. BEING COVERED. bwalborn+s�rlsPngineering.Lom 111
SITE LAYOUT PLAN-PHASE 4 SP-5 �
14. ALL GRADES FOR ENTRANCES AND FIRE LANES SHALL SE FIELD VERIFIED BY THE FIRE DEPT. PRIOR TO PROJECT ADDRESS: LOT: LONG: GRADING PLAN G-I •' 00 •'i?p'',
3. ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL BE BAGGED. IT ACCEPTANCE. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATION NITH TESTING BY THE FIRE I-f5 YA>~'KIIJ ROAD 35.IQD87O -7�,38O78D .
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL THE REQUIRED MATERIALS GRADING PLAN PLAN-PHASE 1 G-2
DEPARTMENT. '`_ U-I
AT THEIR COST. PARCEL ID#: PIN: DRAINAGE PLAN G-� '
15. ALL UTILITIES SHALL BE ELECTRONICALLY LOCATABLE USING A LOCATING METHOD THAT 15 GENERALLY 36849 35820Od42631 DRAINAGE PLAN-PHASE I G 2.1 ,1 '
4. CONTRACTOR SHALL NOT TAP DR OTHERWISE PENETRATE EXISTING WATER OR SEVER MAIN LINES WITHOUT 1�
ACCEPTED BY OPERATORS IN THE PARTICULAR INDUSTRY OR TRADE IN NHIGH THE OPERATOR ISBUILDING SF: 14464 SF 5TDRMNATER PIPE PROFILES A LINE G-3
PRIOR APPROVAL FROM NCDENR PUBLIC NAT1=R SUPPLY SECTION AND THE TDNN. GONTRAGTOR IS DEED BOOK&PAGE: Q6-p�•-22 4
ENGAGED. BUILDING HEIGHT: 50 FT 5TDRMNATER PIPE PROFILES "B" LINE G-4 2 . ,`
RESPONSIBLE TO AVOID SPILLAGE OF RAN SEWAGE. CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING BK.5475 P6.42q 5TDRMNATER PIPE PROFILES "GC E" LINES G-5 -� ,.. IH
LOT SIZE: DISTURBED AREA: STORMWATER PIPE PROFILES "F`' LINE G-6 i'•�''��� .E 05 ', ,�. J
AND PUMPING EQUIPMENT NECESSARY TO AVOID SPILLAGE. VIOLATIONS ARE SUBJECT TO FINES AND r+I
PENALTIES AND HILL BE ENFORCED TO THE FULL EXTENT OF THE LAN. ..,,,���.��,�;"`
15.04 ACRES -.ciO ACRES EROSION CONTROL PLANS EC-I
5. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING ROADWAYS IN ACCORDANCE EROSION CONTROL PLAN-PHASE I EC-1,I '
CURRENT ZONING: PARKING PROVIDED: 147 UTILITY LAYOUT PLAN GU-I LL
NITH NGDOT STANDARD SPECIFICATIONS LATEST EDITION AND TOWN REQUIREMENTS. PD PARKING REQUIRED: 147 PER PD ZONING HATER MAIN PLAN AND PROFILE CU-2 1 0
6. HATER AND SEW WA
ER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED ROADWAYS, STORM WATERSHED: RECEIVING WATER COURSE: HATER MAIN PLAN AND PROFILE CU-3
DRAINS, AND UTILITY EASEMENTS HAVE BEEN GRADED AND CONTOURED TO APPROXIMATELY FINAL GRADE. EXISTING SEVER PLAN AND PROFILE GU-4 RELEASED 1 w
NS-III-SkI LITTLE RIVER INTAKE #� PARKING AREA LIGHTING PLAN GU--S I
PROPERTY CORNERS OF ALL LOTS ARE REQUIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO LANDSCAPING PLAN LS-I orLLI
INSTALLING 1^IATER AND SEVER SERVICE CONNECTIONS. STREAM CLASS: RIVER BASIN: f
HON GAPE FEAR LANDSCAPING PLAN PHASE I LS-2 0
1. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN STABILIZED IN A NDRK DAY LANDSCAPING PLAN PHASE 21`FINAL) LS-3 "DlV `7'i CONSTRUCTION tY
SHALL BE DONE 50. IF STABILIZATION DOES NOT OCCUR AT THE END OF THE NORK DAY, THEN HWQ: YEN FLOODZONE[FEMAPANEL#,DATE): LANDSCAPING PLAN 2D' BUFFER LS-4
APPROPRIATE EROSION, SEDIMENT, AND SAFETY CONTROLS SHALL BE INSTALLED. ® Y N/A SITE DETAILS CD-I W
50) EXISTING IMPERVIOUS AREA: o.7DAC 4.67% SETBACKSUTILITY DETAILS GD-28• A PRE-GONSTRUGTION MEETING I5 REQUIRED PRIOR TO START OF CONSTRUCTION. MATERIALS SUBMITTALEROSION CONTROL DETAILS GD-3
SHALL BE DELIVERED AND APPROVED BY THE TDNN OF SOUTHERN PINES FOR WATER AND SEWER FRONT 4D' EROSION CONTROL DETAILS CD-4 �E!Al^!�l �''
CONSTRUCTION PRIOR TO START OF NDRK. i PROPOSED IMPERVIOUS AREA: 3.21AC 2I.73/6 SIDE 15' STORMNATER MANAGEMENT DETAILS GD-5 E'GW , o
Know what's below. FIRE DEPARTMENT ACCESS LAYOUT GD-6 '! Z
REAR 20' , 5 Ai E,
q- ALL PIPES SHALL BE GLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT GLEAN UNTIL ACCEPTANCE TOTAL IMPERVIOUS AREA: 3.26AC 21.7�i6 AS Nested 1
OF THE COMPLETED WORK BY THE TOWN. OPEN ENDS OF PIPES SHALL BE FITTED NITH HATER TIGHT C a I I before you dig.
DEVICES TO PREVENT ENTRANCE OF FOREIGN MA I It R WHEN PIPE-LAYING OPERATIONS ARE INTERRUPTED. O c
10. ALL PUBLIC SANITARY N NUMehR OF PARKING SHAGES APPROVED: 147 06_01_22 ❑
NITAR SE VIER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR IN North GaroIIna one Gall Center: 8,11 or 800--652-414cl NUMBER OF PARKING SPACES PROVIDED: 14-1 - in
DEDICATED UTILITY EASEMENTS. MAINS INSTALLED IN TDNN RIGHT OF WAY SHALL BE LOCATED IN THE JOB Nli-lBER, -
CENTER OF PAVEMENT. It w11I be the responsibility of the contractor to contact the North Carolina Ore Gall LAND USES: 25IO RESTAURANT =
Center 0311 or e00--b"32-494q) at least 48 hours prior to site excavation, grading, or 2540 BAR 2000534
digging to locate all existing utilities.
5110 MANUFACTURING WITH ONSITE SALES-DISTILLERY
215D RETAILRA.s^•ilht rl r
3620 WART HOUSE L GOVPI^

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�,PF = iron Stake Found r SSMH 1� _ _ i- -'_ _-,, / _ -'- - r CO SW f; '�� �' i--
IRF = iron Stake Set �1 r RIM: 373.50 f e.' / ; _ -- - 4 - - � ►-.
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r INV.: 36E5.04' I _ : _
MpyF = concrete Monument Found / -
p ` PK Naii Found i ` �- ut Lu
, i '" _ * EEEii r ��,,; r�,� y �, ,�
- - Existing Right of Way i - ' _ r -� : :r vim' it 7k- .44 //7 I �aa1 ' `" °? q
— -- - - — = Proposed Right of Way7 i �. -� ° .�; ► •4 = i a 2
= Boundary Line s� ,- ,�
— = Adjacent Property Lines not Surveyed No5173':�"W f 1 0 0 ' . 1 / � y Q D-
- = Existing Setback Lines {' ]1704 1 a�a r ss �`� -�� ' r ' •".ry°a " ' " a
= Proposed Setback Lines
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too' = Existin contour J .
ti • - r fff 7i ■ - - .•sr oow.co / /
4 j
100- - Proposed Contour i / F
w = Approximate Location of Existing Waterline 4'-. -'- ',,,./.." 55 4, / ,:,.,,,. �� _ i r� / ,.�'�' " ' V]
fi4VL = Proposed 6 Waterline - _ r �y� " / M . ' / 1
gas = Approximate Location of Existing Gas line ` t, SSMH .4-'s ./ • - /' /// f, ' a "" a1
ss _ Existing Sanitary Sewer Line z]357 - - RIM: 37O.1E5 / • , f ,f f % 7 �,' 12.
r• Y,.`$SS - Pro used 8 5anitar Sewer Line �' '� E:�CISTING OVERHEAD d a� 1i
p y .INS/. lN- 366.I8 / yy ,'/ / .r ELGTRIG TO BE f ! cp4 /
- - - - - - - = Existin Easement ! r� RELOCATED. CONTRACTOR r +�,r�' Z
g INV�. IN: 366.67 E:r / ,-/ , l,- .�
- = Proposed Easement INV. ODT.. 365. ,5 , / ' • TO GOORDI WITH /1 =
a + = Overhead Utility - L 5 - r D ... Z
' S UTILITY PROVIDER / ��' ��
Existing y , r 1 _ --_ _ r' _ ',,
EXISTING TREE TO
uGu = Existin Underground Utility - r / o""` ' BE REMOVED TT P.
g y - - .y am- ( } asN ,,,,_
WET - Existing Wetland Limits - w4, ,', : t -- �~ o o'er^` i
-x x---x- - Existing Fence ' , r r ' Jf
X X X — Proposed osed Fence ? W° �/ �� a f r' JJ / :+/ f
4SS Proposed 4 Sewer Service ` ��;� _ /// I � C � ® a r"� '= Proosed Water Service ,�.•- r / �. 0 ( J E A L
LOD = Limits of Disturbance \ -. - Y. � 1 '' Z
g = Proposed Silt Fence � /� 1 ' 7, , •.0 ��.0 I ,� 0
TD---- = Proposed Temporary Diversion / �� i'I ;, :�2�r,�� ,' Z
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Existing Stream Centerline - r' a d. ''IE:r .
// • , ,/_
- Existing Soil Road �. ~� - me / / .,� �. / i _ - t-
= Existing Grave! Road �� r�r •
�;aSs ' Q�� ► / % JI ISt'� -..� ° / - 06 ! i -
= Existing Light Pole Js f O Q�.K? / ,.. p o , •-
q = Proposed Light Pole S� - '" _ r+w. • `,' Ln
p g Pik 370 78 O��'* !` , Q 9: i '�i� 'r
• = Existing Utility Pole 4x1..tio y N„ f? r- , , r•`' 7 '� •,rrf,y� . .CJ ,,
= Proposed Utility Pole
I = Existing Water Meter •Il ow... } - �' ¢i Lu
Or7� / ,' APPROXIMATE LOCATION OF Z
: - g - '4� .-„� b• - El'_ o Yr- ' EXISTING �" WATER MAIN
Proposed Water Meter - Qp „,� _ ! >� isT+BE�TroJ , �i , ! p. '� O
Pi = Existing Water Valve ` ° wi.` O -1411 _ M . Q, 'J O"'� } Y :'
M - Proposed Water Valve - � 4'r' "�"` *� '` RELEASED
- Existing Fire Hydrant �, Oo '�,d- r.K �} 1 ��N"` /�,y il'
= Proposed Fire Hydrant E1110
- 4 r:E ]r • ., _ •c;.c:' "` ` Q forWI
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c = Existing Sanitary Sewer Manhole i '" ,r.. r=-- " ' j,,,.. , / / „`
• = Proposed Sanitary Sewer Manhole ` g - _ 13" ---�=_{ tii ! •'r 'per yi �n CONSTRUCTION C
0 = Existing Sewer Clean out t?I, `.� -- _ ��r... . . . _ - E �-_� 7 / i [Z
= Proposed Sewer Glean out _ Y"� _ '�` i -_-_-- r ,. a,.. ' /Q` lU
cl = Curb Inlet Know what's below. �o I p= '`� - �� ., �:_ �. .- nr�...7 /
SD = Existing Storm Drain Manhole _ � '��� 01814r. /. .� ` y
HOPE - High Density Polyethylene Pipe al l before you dig. r�l� ry ® ._• - ^�__ .4_ / ' -
RCP = Reinforced concrete Pipe 3t- $�— V -9-'
P me „�— % gr — 0 0 .y '� E3GI 7 0
FES - Flared End Section North Carolina One Gall Center: all or SOO-632-4g4cl ��:; ° - �` , ' �` _ E ` � ' ;` ,' SCALE z
n660 I = Proposed Spot Elevation U --- ► - `�L. it~ -i81 I „.0 y ! K
o��. _= ��.. Noted
10P = IO" Pine (t } It will be the responsibility of the contractor to contact the North Carolina One Coil cryco ! --� _ -,_ D IR fM ' '
yP center (BII or BCJ-6J2-4g4q} at least 48 hours prior to site excavation, grading, or
�1� v 4 �aTF:
11= Existing Tree to be Removed P g g c '.ow,0*
9 digging to locate all existing utilities. �_ "` '. % XISTiNG SIGN [�
a = Gurb Inlet 4 - -
Gy = Grate Inlet c/y ' `"� _' I ab-_,ATE:
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rI = Yard inlet c°' �-, /// 2000534 1—
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AReROXIMATE LOGATI* - * m =
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1751 16 - "� - BOOK 4207 PAGE 356 ❑- I �+ 1
�= 760' ,�y_ PARCEL ID 20130115 OU ; ' [ii ❑
r/ .7 "" PiN 858200656271 v �I / X 0 / �:,j . _ _ ZONED. ! �. / �� LU
r, i j USE: COMMERCIAL/PROFESIONAL 0 / '
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RIM: 3�14.64 - or CY
+ ~~ INV.: 36q_15' I' 1 - ••_.. . 562'32'12 E 's`i�
+ �� "{;� ` / �' I • - _ •`` . 1 P EXISTING MDo TOPING WELL(TYP� ,`' 11 H
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a
•IPF = Iron Stake Found 55MH 1 ---_ ,- -- . I - o ' �' 2
*IRF = Iron stake Set [f •
RIM: 373.50' 7 �_ ��r' j_ j - _ r ; /
- - , _ Aph n G '': yy Min ' ► _
•
= Concrete Monument Found ! - - =
�F r INV.: 36,5.04 / p = - - % / ti-
A = PK Nail Found j f 1 t / ,'� _ ,,- _ - . _� .. --'�-- -=. j / C� Q
cr - PK Nail Set I ,-�== s5 -5) �--- _ -�_�;rjJ _ o o" ,�, ' yy �'
17 ry, .�--�-- _ `f. .} A
of 1' r. i
- - -- = Existing Right of Way / _ _ - � � I -- re / of "= .e °J
—- - - - — = Proposed Right of Way ++ 4 / _-/' - —J � Ir I :, ,:` - o 0 �; °' �' o ,� _ ." 0
Boundary Line / j_ __ ��,, j f ��, Al►� Q v ;-`, v fY
— - Adjacent Property Lines not Surveyed N05�7 I r ,, „ Q_
- - Existing Setback Lines C 117.D4' a - � �� ~~ -r ,.uy ....
.f y,�: �f -� a °3 W
= Proposed Setback Lines _ I ``T --- ' - j - ~� Fe.�/ �_ 11 e° �' ° y ' '
= Existing Contour Q K ss - ,y,.. /fit 4
'v z m�
—WO— = Proposed Contour f f . _
w = Approximate Location of ExistingWaterline 14 L :,, F �J D __:, ''' a7 a
AWL = Proposed 6 Waterline /a' j j, ,/ :� i : ',
z
GAS = Approximate Location of Existing Gas liner„.,,,„43 - / ' -4-:\t )-
SSMH f s y / /� 'j j 'F. r-N /,et -- ♦ 0 -0 ,rn. % / ' Ca
Si = ExistingSanitaryServer Line 21J.57'` E CiSTING OVERHEAD _ 0 /
RIM: 370.18' ! y . / ' ,r /ry F
$55 - Proposed 8" Sanitary 5eraer Line -INV. IN: 388.18` -
- - - - - - - = Existing Easement f 5 ' - -- 0 m�j
j r j r' r ELGTRIG TO 13E �` �� r �` f�
- -= Proposed Easement INV. IN: 366.67 ' `l / RELOCATED. CONTRACTOR !' I a Qp INV, Di7T: 365-85 ,fj' TD GOORD1f ATE WITH f ° ^�OH& = Existing Overhead Utility ` f - '� j a aZ
' S { UTILITY PROVIDER 1 ' �' °W."`/ j 6 ' EXISTING TREE TO
+ u = Existing Underground Utlllty / fNEr = Existing Wetland Limits ` � / jjjj �'f /+ / �� �����/r0"�sQ,�, i///,/
BE REMIOVED(TYP-)
—x x - x— = Existing Fence ,,E, _ /J/`� j` j = = 1 l` /
—X X X Proposed Fence ' - �' rf' r r`l/J ,/ i f I ' , Y _ ��''f �° , j l{-
/J p .f _ I j yy +n _V7
45S = Proposed 4 sewer Service `9' =� / ! ref? f, J r` �. / `'�__ �, $' ""`li Mt 3 ,
p C ' -o ;,� � j S E A � iY
2WL = Pro Proposed 4 Water Service �� ' . f '"`
LQQ = Limits of Disturbance ss - �" i `` • 7L '_� ° y W
$F = Proposed Silt Fence ' ' ' I ¢r , rrrrri i Z
/ r -o
TD—]..--= Proposed Temporary I \ �.
Diversion ,'• ' �[ • •
• •; Existing Stream Centerline ,'$ yJ rl w j 41-`I j 0•-.Awe'" " j / '' -Ip W
Existing Sail Road / �' 7 I v'; -
-- = Existing Gravel Road ;s °""r". 1L= 9j'i'" - p ` _ J
I a e ' - 1 t _
j - Existing Light Pole �`r• o'r�` ,Y,,� ' " fi y I 1 ® ' y Ob-��
Proposed Light Pole �s` �' R. 4
- ` RIM: 37Q.78' 0 ,r ;,..� i:'I .- . _ /� , ; /
/ , ! a`_ ,+ti:
• - Existing Utility Pole € o 'E k4x,.• / i¢, r ,;` }g -�'q 1 4.
= Proposed Utility Pole \ 0 �� et ,�� /_ �. ,.. N - r 7 , �� '• •e,,,��,5�'.'C`,� I
= Existinghater Meter �` ,,.,.r\ a ' 4 ;, �� i°L °r � APPROXIMATE LOCATION OF J W
�- = Proposed Water Meter - ° •,\ EXISTING TREE TO o I� "Crr7. Z
ir °,,JS1'_7�'.' - I ojam' EXISTING 8 WATER MAIN W
= Existing Water Valve E D„ » _ �` BE REMOVED(TYP.) f
� N .2 ��'1 a
S"
'7
r+ Proposed Water Valve - lE° ° ti
D = Existing Fire Hydrant r- �_. 1 per,•• +a ' '� e' yi, RELEASED
r-
r"r r= Proposed Fire Hydrant ° �".` ' 4} ' 0° ' c CY
E111 .I: = Existing sanitary Sewer Manhole .. r� ,= _. 'w , �
for
= Proposed Sanitary Sewer Manhole � 0
s�'o p y k---*----''
^.,.� °4 per_ _ j y74 CO{�VS�'RUC�Id1V [L'Q = Existin Sewer Glean out M �- � „� 0sitl "` °"`p 9 *� .. - � . _ ° , � �-- mil. / • . ems ai �1
= Pro Proposed Sewer Glean out a M� �. �_�- o r". �' ' _
Ci = Curb Inlet what's ::. 41 - @- p _ ° r
Know below. []'. ..;, �-_ �� , 0 , Q. ,�� h
= Existing Storm Drain Manho fe _ ,_
Cal l before you di ��°- �_ j �' .., _
1IDPE = High Density Polyethylene Pie �• 4 ��° = of ❑s a y
9 yPipe ° � ��_ CF w, - „ �r r. DKaAwu r3r- kn
RCP = Reinforced Concrete Pipe 6- [�(—" �° °`j = - ,•▪ p. ( o_
E Flared End Section North Garo i ina One Gall Genter: S l I or Sao-632-414q0 0 Ii1
776.00 1 = Proposed Spot Elevation j _7 • o _ . ~ �__-- - :-- 6' a 7 SCALE:
�:
Z
10P = IDI' Pine (typ.) It will be the responsibility of the contractor to contact the North Carolina One Gall r� ""` -= .,_ �o-� 'r"` • '
j 0 , o'"- = O. !�' ° f y As Noted <
Center 0311 or 8 -632�1441) at least 48 }yours prior to site excavation, grading, or 8 ., - Qp= ° "
= Existing Tree to be Removed p 9 9 .� � � � ,� � �,��: �
CI = Curb Inlet digging to locate all existing utilities. 4 I � ,. --- o "` ' �XISTING SIGN G6-07-22
o Q
GI = Grate Inlet _., _ � 1 i ,, ,, / JOB NUMBER.: _
YI = Yard Inlet �� EX 5RT'1❑No. 12 WA TE �R MAIN ry --_ ,g 2000534
co �'_ , i; c. j DRAINING K .EY-
' _. 1. 1 ' J XG-I.1

J
I
�] �I �I "�� 1 ff 40 80
Legend: PAR I I '4 I '4� 11_ f Feet ram,
�IPF ` Iron Pipe Found 14 l PARKING SPADES PROVIDED AS PER ' Z
:RF = Iron Rod Found PO APPROVED ZONING. L Q} ' L
norconcrete Monument Found _ T)
■ = PK NaII Found PLEASE SEE INDIVIDUAL PHASING SHEETS FOR ADDITIONAL O(/ ,c J
fl = PK Noll SetNorth [ / . z_
pkS INFORMATION ON SURFACE MATERIALS AND NUMBER OF SPACES
Vertical-NAVD as ( /
Horizontal-NAD a3 D 00
= Existing Right of Way PF�DVI DED. J ❑ / ,1
= Proposed Right of Way -' -�- .Y � � �
= Boundary Line BICYCLE PARKING:
= Adjacent Property Lines not Surveyed REQUIREMENT: I SPADE PER 5000SF - RETAIL/RESTAURANT �� �C r / 13 w -1 ❑
- - = Existing Setback Lines I SPACE PER 10005E - EVENT SPACE - �t —
-= Proposed Setback Lines 1 �i / / F.- ❑
RETA I L/REt TAURANT = 14691 SF/5000 = 2.9 3 __ Qh., /�1 [L _
------goo- - = Existing Contour EVENT SPACE = 50005F/10000 = O_5 -. �} �'�1 I! / o -
too = Proposed Contour /
P TOTAL REQUIRED = 3.44(4) / , 3 4( IX )
W = Approximate Location of Existing Waterline TOTAL PROVIDED = 4 / 5r° / W
6WL = Proposed b" Waterline -',-' _ / J p
= Approximate Location of Existing Gas line PHASE l.5 / / / L ❑
ss = Existing Sanitary Sewer Line THIS BUILDING HILL 13E CONSTRUCTED UPON / y/ '�_ 11-f / 1 ' 0 1- >
8SS = Proposed S" Sanitary Sewer Line COMPLETION OF THE MAIN BUILDING AND / 4 // [�
= Existing Easement AFTER THE START UP OF THE DISTILLERY / // _ 1''• 2 SCz� 2O' 1NIDE C / / '
- - = Proposed Easement / -- ° BUFFER 1 / / Z
OHU = Existing Overhead Utility ,/ / // �.� �0 �' /
uGu = Existing Underground Utility GRAVEL / / �_ EXISTING MONITORING WELL(TYP.) / .3 I' '
wfr = Existing Wetland Limits PHASE 2 PARKING- // TO BE REWORKED OR ABANDONED. 1' / / lY
---x x—X— = Existing Fence / \ / \ CONTRACTOR TO COORDINATE WITH / ?
___
}[ }[ }[ = Pro Proposed Fence STAGE
NP PHASE 3 GRAVEL / . /i THE APPROPRIATE AUTHORITY. ' tn
_
4SS = Proposed 4" Sewer Service STILLAGE AREA / h`
1 in _
2WL = Proposed 2" Water Service PROPOSED DUMPSTER ENCLOSURE // / // Sao Sao I� k r
= Limits of Disturbance `\\
g = Proposed Silt Fence PHASE 3 DISTILLERY -_ _ / /'
24005E PRODUCTION - J 'I // 1 1 '/ W
W
Tp— - Proposed Temporary Diversion _-- na / Z
• •= Existing Stream GenterlIne DISTILLERY- \ �\ __- :S ��� ' /` / / �_
= Existing Sail Road 68855F PRODUCTION �r� r 65 PHASE 3 ' 1 z
BOSF OFFICE -\ _-- � G' _ '-. � W
- - = Existing Gravel Road � -1:::::::C11:
- S -- 40 \ / 1
...3
;7. = Existing Light Pole 1 ` �� ' W
= Proposed Light Pole -__ __ ss -- �o _ ;�- ' j,/' /
H= Existing Utility Pole _- � r illir f __. . -.W. = Proposed Ut!ay Pole ----- --- / //'
� ' z ' z ❑= Existin Water Meter __ Saf - 7ai CZ
�' '/ � /
0 0
-..%:-.-
= Ex 5t nsed Water Valveter
_- _ - -_ �\ `� �2g'' Z�� / � •� �; {� a z
c7
01
1e = Proposed Water Valve - SS__ -- ►�,+ �� f 1 I O
i = Existing Fire Hydrant --- _ - - ti
�; � k4 �' b N6 ��� / / ''
10- = Proposed Fire Hydrant TERRACE 2800SF �� ss _ -- KITCHEN /C /
', / l N
1 = Existing Sanitary Sewer Manhole �� --- G05F - VIIP o l' PHASE 3� / /
= Proposed Sanitary Sewer Manhole `/ -- r- Q.� �[� / j �I G; '' 0
P y PRIVATE DINING _�7 `"
Existing Sewer Glean out ! / / /
P RESTAURANT, BAR AREA /f Sy i .� �i' 1 ��� � 1 �' I' 1 � �'
i = Proposed Sewer Glean out /
a = Curb Inlet 53305E x 1. ' ��' +/r �,Q� 1 �`
SD] Existing Storm Drain Manhole /"1441 ° / k o - •� g• c lk - /' / !I ,�,- _ 10 W
NODE - High Density Polyethylene Pipe •
/ SS f\ + _ ,�--___'l ��� _• - .. , /
RCP = Reinforced Concrete Pipe °
c
TERRACE 7805E �� �. :� .. _ �� 1; I J CZ
�Fs Flared End Section �' *. — '+= ,..+ ���� �� ' / / y==
C�76G�� = Proposed Spot Elevation (WILL BE REMOVED DURING PHASE � �;
:�4• 1 RETAINING WALL TO BE `! -'-
4 CONSTRUCTION) ,fyALLERY �� ' 4a �. ► G � •' 1 ' i PROVIDED AT TIME OF
/aP = 10" Pine (typ.} ,
4 = Existing Tree to be Removed 4605F •� �s• � . ° i.G� •�
GRAVEL ;' / ,` +' /� t .�`� A 1 /� ,' �' 8lJILDING 5UBM177AL 0PARK1NG // // .�� ,� '� ° �. r .(I •,� ` �7 . . ' ' H-
lit, ...,..- iit A. N., oit 1
\--
�'�% ,� "`,. Rio, gsill :17....."---<111r
� STANDARDDair(/ / /• '4- 1 .5' mn Qe�. FLAGPOLE .• ! 1�', ASPHA!-T 24" CONCRETE CURB ` h. e ,PHASE 4 ,,_ I 1► t-,oz
RESTAURANT/BARr c,,O ` ]C} ► j ' 41 °° w 'f
)a! far.
V �. ` _ ; AND GUTTER(TYP.) a1 ' c !- p///�' / f . p.- Ate'e �• � � � �D .+ �1 fr r r' �1 -_-- ' :'�, �. ,.i "`•4 6
/h , { �! f ' vP i .�� '4` � r '� �+/ I.�• lr �'• LVJ_ r -�- I / / I ' �. � -. a E it,
._.....7.•
.- {/ / / RETAIL *4 e���,. � 41 . - r.' �P, , , Q7 ,.. '-� '_ "' "" `iyS. / SALES �• . •qJ� � , � ' HEAVY-DUTY PAVEMENT 4 _0..` ' 51 i5F .' � ' .� -� ri` f/' ,�� ; w
i s (HATCHED AREA} �] r` ❑
/ FIGS 'Id
' . r
/ fy�,,,-, ..2.
f/ N- ,. .. \ s 411 I IQ-ISF SPADES 44 ` r� /r/ ti , . :41:111: LI):// 1/1 7.
qw N ' 4I) • .41,/ 40, i ii(:),(,)._ ''-..,........_, .t.
'''-- •. ' // N. - D'' -1- ''''' '.4*...t \n. to•" R101 \Vr\4) ,... ...• .
./"N. N. SV ........ prp.. ...41,..".- d ' -- ..-- ... ---\5 AV ii 1
_,
r , KITI$ ' —� __,..40.... PHAE, 4li _�� . "r/GR/WEL PARKING 1 ' \ISINI
ss 1200 5i '` - ING41, �� P VE► f ARKIi+iG AND 0.
1.78' 'fit ; 5-AGE, IDE• .-,," , .' �� rRi E AISLES AREA i Z
r . STANDARD DUTY
/N. ��� _ CONCRETE _ ! . 4 I i PAVEMENT
e PHASE 4 - 3" ''"� . / 1 293. '
s�, FUTURE - - SIDEWALK
gi �� . I 1 �' Z
_ ' 1 r S E A
L.
'l` OFFICE - �� I I 1 "� w
0-;,„,
3300 SF J - _ ' .. 40 .1 it . .� ! HEAVY-DUTY •SPHALT i / ' _! LLI
z
-. PAVEMENT / ' 'I R.�`
v __ { . ' {HATCHED /�} / / ,/ 4 r,..■ ifr
„ $, .tiL.+ie �! W- `'�� �� GRAVEL PARKI / j ry 1�
�� - _ _ ' ��: AREA lA
1 'v _ S H
i, i - Qr GRAVEL PARKING � 1 1 /� +;,/ . .k\ / ca.' .\40 �S?_ f1P ALT PARKING - ' / / -� Cc/ .A.:.,,,..! .,).. . J
RADIUS 30' { 3p, / AREA !O, f 24" CURB AND �ryO / '''Zit -. ►k'`4 W
TYPICAL AT BOTH \ -- � 1� \ - _ �- GUT7ER{fl'P� 1 /.1i•••.; +�r�.�,.�s,ss' oi
. ENTRANCES cs
=h: �� 24" CURB AND ' ��,.Atl -►_� ; �, "' LZL
. �, GUTTER(TYP.) �� / /
. _ Q 7 1�_ 1 a ,� •I ❑
-_ \\ } r----- G„,
- , RELEASE.
h ...e W
IY
_ / \ �� ',. — � / j/ 4 / for 0
a
CONSTRUCTION y
�j 0----„:„„ 69 -/(- �, `_ �_ - - / 1 h LLS
s4 >�_ 7 PHASE 4�- _ , 4 1 H
,� 4, HEAVY DU f1' / 29GRAVEL PARKING 3f �' '}�NI �/ 0j // p /
r-------____ ASPHALT ---- �� �� BGiAI G
� �r - (H `REA} °'ham _ rr4 / �/ 1/ � � : z
/ �' As doted
,..9. / , -----
/VJ -...--...„..... ------ __
s•s- _ i//
/ / (-, /
06-01-22
rLra
_ °�yl, j j 1 J r%B NUMBER: _
- _t .1 5P--1

j
CS?
11.1
IJ . Z
IL Ili
Legend:d PARKING I Orvco
a I i 41 80
Feet /,..,
■Pr = iron Pipe Found 141 PARKING SPACES PROVIDE AS PER �� I Z
■ = Iron Rod Found
PO APPROVED ZONING. II
IRF / J
mar = Concrete Monument Found PHASE I - -!4 SPACES PROVIDED _ ` W
■ = PK Nail Found North tl 0.2
COV l \ i z
Z
opt = PK Nail Set
BICYCLE PARKING: Vertical-NAND 88 L
- - - - = Existing Right of Way \
= Proposed Right of Way REQU]REMENT: i SPACE PER 50005E - RETAIL/RESTAURANT Horizontal-NAP 53 �� D r� 1 z V _ `1]
= Boundary Line
I SPACE PER 10005F - EVENT SPACE Z CZ
— — --- — = Adjacent Property Lines not Surveyed RETAIL/RESTAURANT = 146415FI5000 = 2.613 - ��r /' II In
= Existing Setback Lines EVENT SPACE = 50005F/10000 = 0.5 �� W ~
= Proposed Setback Lines TOTAL REQUIRED = SS.44(4) \� �� / H
ram' = Existing Contour TOTAL PROVIDED = 4
700 = Proposed Contour - _ la ,� Z H_
- W = Approximate Location of Existing Waterline ,� SC } W
6114E = Proposed 6" Waterline J si' ;' _ ❑
= Approximate Location of Existing Gas line PHASE 1.5 /T ,� / y�, Z
ss = Existing Sanitary Sewer Line THIS BUILDING WILL BE CONSTRUCTED UPON I f-1l� �� / -I }
8SS = Proposed 8" Sanitary Sewer Line COMPLETION OF THE MAIN BUILDING AND �/ ,y`' J1' l�j �l!
- = Existin Easement AFTER THE START UP OF THE DISTILLERY / ' %., •,• C / / :I F--
9 / 5Q0 20' WIDE ■ ; , 1; `�
-- -- - --= Proposed Easement 11 0 A.
BllFFER ; Z
❑HU = Existing Overhead Utility n
ucu - = Existing Underground Utility GRAVEL /' '7 /� �' ' -°
EXISTING MONITORING iNELL(TYP,)
wFr = Existing Wetland Limits PARKING // TO BE REiNOP Ef7 OR ABANDONED. ■ CZx x x = Existing Fence / I CONTRACTOR TO COORDINATE WITH ❑
�C x x = Proposed Fence ' �/ THE APPROPRIATE .AUTHORITY- ' / �,,�y in
4SS = Proposed 4" Sewer Service ``� -
1 co ±
- 2WL - = Proposed 2" Water Service ;,' �/ so So /J } `'
P PROPOSED PUMPSTER ENCLOSURE
$F = Proposed Silt Disturbance
enGe --�� Ii� CZ
/
y �� '
Tp— = Proposed Temporary Diversion ---- 1 ��� =: /' '
• •= Existin Stream Centerline DISTILLERY �� L _ ' J
Existing Soil Road 688.5SF PRODUCTION - s ��� tat _ 6' / z
805E OFFICE -_- _ L JF ,: ;_ ___ / yy 1 ,
- = Existing Gravel Road s5 a. �O OP W
3 - Existing Light Pale 1 (/ W
= Proposed Light Pole -- ss _-- ___- _- - -- �,-,uH.
i/
Existing Utility Pale 5S _-- '
_ 1 kjr)
lc = Proposed Utility Pole - --- it
T_� 1 T Cl z CZ
= Existing Hater Meter _ -=-- _ _ �•� __ /;•. 4. P ill if)
�- Proposed Hater Meter - O l i o 7 w IL
oa = Existing Water Valve - _ 55 1 5���, �Z i �' ► �'' i Z
w = Proposed Water Valve --- $s� -- P; •�. o 0 y / /
0 = Existin Fire Hydrant - s'� b� / y
} = Proposed ed Fire Hydrant TERRACE r- $s--- - KITCHEN �� �r,c I J' '
_ /
``- �'
P y ��oosF / -__- 4 '
s-) = Existing Sanatory Sewer Manhole - '
Illk = Proposed Sanitary Sewer Manhole /' - �`...• a� h
PRIVATE DINING i %+� �� \ _
0 = ExistingSewer Glean out /' / - ` _
p RESTAURANT, BAR AREABJ05F /i �5 /i - ��-, • ��'� I I 1 J 6 / / "t�= Pro Proposed Sewer Clean out f • r
•
G - Curb Inlet / - :•yrr •
SD = Existing Storm Drain Manhole �_ _ _____ . V %S 0 �� I ' `' ti .._ .- -__ - Z
r
NOPF = Nigh Density Polyethylene Pipe r/ y4 �� • �' / R' y� r - =� N
RCP = Reinforced Concrete Pipe ;' / �� •' • ►��� • �. / F \ f-
p TERRACE 10OSF / � '_ - i, •f �'4 .`� , 1 41. 1 '��/ //
=s' tY
FE5 = Flared End Section MILL BE REMOVED DURING PHASE ' :_ :� e �� • , " I /
-• 1
_K{77soo i = Proposed Spot Elevation ( E ,f / ,/ *� f �- ■ i
I I 1t1nP = 10" Pine (t } 4 GONSTRUGTiCJN) y5 J4LLERY . r �'� 4Co ' ' y � I-
X = Existing Tree to be Removed i/ / , 4605F �■' �• title• . • '
GRAVEL .4� ., ';. ,• ,�-� A1 �iPARKING i �� J I �,� .�►':- .ti �� - �'
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fi y5/ y _ . ist
p •�f� ' I2�i" CONCRETE CURB I i` z• n� ri w/ A' ., J ,'' *C"r D �. • - ►Jr I AND GU i I t-R(TYP.) t? "' oo L
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spa t . PARKING ■' �-��� PAVED PARKING AND 1 ;N7).78'sti, •� - SPACES �\\ .' 6 � DRIVE AISLES I / Y / , aSK,0c2t. 10P r
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in
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2000534 H
•0or DRAINING KEY: ,
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nd: PARKINCB NOTE _'nC- 0 40 80 (]C■ = Iron Pipe Found 141 PARKING SPACES PROVIDE A5 PER l `� _ t I I 1 Feet �0
■IRF = Iron Rod Found PD APPROVED ZONfh1G. 1 _` '
•
cur = Concrete Monument Found
PHASE I - 14 SPACES PROVIDED
A = PK Nail Found Q� (I) w
J
PHASE II - 54 SPACES PROPOSED
. = PK Nail Set 4 _ �h n W I z<
-- - - - - — = Existing Right of Way „_ North U ' z
= Proposed Right of Way BICYCLE PARKING: - Vertical-NAVD 8a �� /1Z ❑ 2
= BoundaryLine Horlaontl- NAP p be Z
REGtUIREMENT: ! SPACE PER 5DDD5F - RETAlL/RESTAURANT �-
= AdJacent Property Lines not Surveyed I SPACE PER 10005E - EVENT SPACE �- �� y / �' r,�j I ❑
- - - - - - = Existing Setback Lines - "���Proposed Seback Lines RETAIL/RESTAURANT = I4115F/5000 = 2. 3firhi
< ❑
1pn'- = Existing Contour EVENT SPACE = 50OO5F1lD000 = /' /
J =
r o = Proposed Contour TOTAL REQUIRED = 3.44(4) -__ b I Z �-
TOTAL PROVIDED = 4 I IIl
W = Approximate Location of Existing Waterline I sC9 W
fiWL = Proposed b" Waterline �T ;• /
� `n 1- M ❑
= Approximate Location of Existing Gas line / / ' y V ❑
/ -f- 14/ I Z ❑ < >
ss = Existing Sanitary Sewer Line � �� � �
C /
8SS = Proposed S Sanitary Sewer Line
= Existing Easement / / / -.- r 5Co 20' WIDE I
- = Proposed Easement I
c
011U- = Existing Overhead Utility I / I �_ 0 .i► BUFFER / I lT) z
JGU = Existing Underground Utility I p` // . �' / / �a
I
WET = Existing Wetland Limits // 11 / � CY
x x x = Existing Fence PHASE 2 I 1 ' ❑
7[ X X = Proposed Fence STAGE I / 1
4SS = Proposed 4" Sewer Service /1 ti', 11 . I f _
TAIL—= Proposed 2" Water Service 1' 11 �_ Sao SCO /I ' I t-
= Limits of Disturbance I 1 „__ ,�' Ci
= Proposed Silt Fence --J I W
Tp—> = Proposed Temporary Diversion PHASE 2 ---- 11 �� / IExistng Stream Centerline LIMITS Existing SoI Road ` h /// /
z
----- = Existing Gravel Road \ :1-51-----------
Ss -- I ti � 11 W= Existing Light Pole \ C - - (/) �ac W= Proposed Light Pale - -- / _
= Existing Utility Pole ---- ss_ �_ di oi
y ' ��
= Proposed Utility Pole , --- V s o o ❑
® Existing Water Meter . _-- s5 _- .r� �' T ` ,,, �� ' ' ,� iY
.� - Proposed Water Meter . S$ -_- . O . r ' / 71/
,� �� '/ . ,
Z
. = Existing Water Valve - iC r{,N = Proposed Water Valve -- ss - _- ' ..�,4 �D 1 ❑C' = Existing Fire Hydrant - \ ,,'-`� -
= TERRACE f / r J -
- = Proposed Fire Hydrant 2�ODSF r ss -- / I I N
/
- Existing Sanitary Sewer Manhole �' r
fit = Proposed Sanitary Sewer Manhole 1 r r -- --;r - i �i; / /-V
/= Existin SeerClea out f �� � ' I
VI
g Proposed 5eer Glean out , f
Ci = Garb Inlet , - - -_ ` 1 '= Exsting Storm Dran Manhole �i / -- / 1 '/ I y�/ /
= Reinforced Concrete Pipe fr r� -- sti .iF � \ 1 / ' hA� '
Ft-s = Flared End Section *
�.� \ 1 ''
+i 776-aD I = Proposed Spot Elevation //f f'! �V i '" r�� • \ \ ‘o\ ���
= Existing Tree to be Removed !/
��.• � /
' '
f •. e. I k.1 2
/ / .a\ / / /
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AREA . / +''+.►t•►E.�S�'�••``��
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Jam_ I'�1 �,`r _G [3GV4l
` ` '6_ / / SCALE. Z
L 1fI a JJ As Noted
Q. r _, �v II / , DATE; iY
, --, /
ci
AY ,../ 4//,4 / 06-0'7-22
0 _ �_ J
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e , J 5P-3 ../

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2u r liftst r 1 1 -4A\ u9
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Legend: P ig I N NOTE 40 80 n
\ 1.-‹
Feet \.
■IPF = Iron Pipe Found 14-1 PARKING SPACES PROVIDE AS PER z
1 \ I _T
DIRE = Iron Rod Found PD APPROVED ZONING. 1 _
is = Concrete Monument Found PHASE I - �4 SPACES PROVIDED o — T
A = PK Nail Foundn
apt- - = PK Nail Set PHASE I l - 44 SPACES PROPOSED Sr-,°(i h �f J;~ I' I <
PHASE Ili - 1G SPACES PROPOSED �\
= Existing fight of Way �/�{
= Proposed Right of Way BICYCLE PARKING: - t North �� /� �� 1� =
= Boundary Line RE&UIREME.MT: I SPACE PER 5000SF - RETAIL/RESTAURANT Vertical-NAVD 8S J�
) / /
— = Adjacent Property Lines not Surveyed I SPACE PER 1000SF - EVENT SPACE ❑
Horizontal 83 °f
P y y f _ I
- - = Existing Setback Lines It ! J' W 2 . m
= Proposed Setback Lines RETAIL/RESTAURANT = 146G ISF/SOOO = 2.G3 ]� �� z a
EVENT SPADE = 5000SF/10000 = 0.5
fao' = Existing Contour TOTAL REQUIRED RED = 3.44(4) � �] -"-J / T '1 _1 , =
wo Proposed Contour r
TOTAL PROVIDED = 4 1-
I,/ = Approximate Location of Existing Waterline I' sca 1.W
61AL = Proposed 6" Waterline s :� `n = =I
(�
= Approximate Location of Existing Gas line T / / �/ / � O
ss = Existing Sanitary Sewer Line / I �- r I Z ❑ L855 = Proposed 8" Sanitary Sewer Line ; / �-�� 1 -a 1- = Existin Easement I / �+ ,fin , /- - = Proposed Easement 1 ,' 50 5UFE1R E I aNu = Existing overhead Utility i 1 0 1 / _ow- = Existing Underground Utility J a ry1 3 1
wET = Existing Wetland Limits ' / 1/ I / I—x—x—x = Existing Fence ,' / __ I X x X = Proposed Fence PHASE 3 GRAVEL / , / ' 1455 = Proposed 4" Sewer Service STILLAGE AREA I 1 I II i ' 1�-1- 2WL = Proposed 2" Water Service /! /' /% soys4I a ' iL -�- = Limits of Disturbance PHASE 3 DISTILLERY / / / 7. 1 �' 1IS _ _ - = Proposed Silt Fence I } I Pro osed Tem orar Diversion 2 OSF PRODUCTION _ _- � IJ
• •= Existing Stream Centerline _ ss -�--- / / / /
= Existing Soil Road —-- r PHASE 3 / J
/ I W
-————— - = Existing Gravel Rood s� -- _ I � /
Existing Light Pale ss -_\ / �47 / 1Lu
,-; - Proposed Light Foie _ - _ \ �• /-?.(.).
/
LOIC = Existing Utility Pole __-- 55_ - Ili
,I (/� I
ilk = Proposed Utility Foie __- I.
, V �'' ' J z z
= Existing Water Meterkill __- ss—--
m-- = Proposed Water Meter . _ _ - �J 1 �,' J 7 LL
= Existing Water Valve _ _ ;� , * + �r / 1 - y I oc z
/
w Proposed Water Valve -s , I
- �, / / /
= Existing Fire Hydrant _-- ---- I. •!+ ' p,D b / (IV , y' '
= Proposed Fire Hydrant TERRACE ss - ,e ok ' 1 i /J )
s;.1 = Existing Sanitary Sewer Manhole 28OOSF -- VII4 f �+ //,'
: ♦I' N= Proposed Sanitary Sewer Manhole /r - �� f`/
, p� 1 , 1 �� �, ❑
0 = Existing Sewer Glean out / s/ / , =:� �� • �0� m �� I J s rr I.:. -�
+1--- - Proposed Sewer Glean out { , r r , , I 11 \ '
CI - Curb inlet ; r ; F_ \ 1 --`
= Existing Storm Drain Manhole J% r , -- ?� �� •11.
c• 'Y Q 1 /' II '�
NDPE = High Density Polyethylene Pie 5� ' ` . Y my ' ,�' 1 I =` - W
g yP 5 ��� 1 , , I
RCP = Reinforced Concrete Pipe r / - *� �� • ■� 1 I „
FEs = Flared End Section
p ' r ,ii +r�+ i`' .1 • -ir ' `�
•
I � � �y�
5 , •• ,� 1+/ ) \ \:, I1 RETAINING WALL TO BE : -t_7�� I = Proposed Spot !<levatlony� � .'- �� �FOP = !O" Pine (typ) ,' ��'' rr . � .X = Existing Tree to be Removed / -, r +� . ,� � • I PROVIDED AT TIME OF��/ r a �[;� �. � 1 , I BUILDING SUBMITTAL Q
I .��1. s�� °• . ~.� _� .7 / / 'fit I
■ 1 I-
1
' �/ m�' r�,���y � • n� r? STANDARD/DUTY1111/////"F / �y J m Q
s �� ` . ; • _ALIO c " I I SPHALT, J - c r W
ylarillrf,;,e•--,?,-iY ,it v010,, , --__ Ilk / /
l'87e-aal:-8-0E-111.--1‘ 4.111110‘ • 4/44
trillraik . . , /
---,_ // / / ‘., in, /
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t `'A' �D = •'�`' . J rrr �' _ 1 / /' / 7 /
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/ sCALE
-C __„ca. / --... .., �_� e . II As Noted
S i I 0b-01-22Di
-CO � � � yy /
r� _� Uy,,_ -- %J i- 1 J1 Joe NUMBER.- _
2000534 I--
0 _—_ _.f. ' Alr T�P.A1-411\1 a KEEP=
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4J3 ---

J
Z:0 40 80 / W
Legend: \ ._
, Beet46)
slpP = iron Plpe Found �� .,r�� ' � Z
•IRE = Iron Rod Found
' ❑
•
G�� = Concrete Monument Found }
•�.
■ = PK Nal Found DQ/46 W
0p = PK Nail Set
— - - - = Existing Right of Way _� 1/ North & - , N Z
= Proposed Right of Way ' 6/ 1 Vertical-NAND 88 0� D I \- ❑ ❑
= Boundary Line _
Horizontal-NAD 83 as f p ' < z z 0
- Adjacent Property Lines not Surveyed i- r & ) / ' N
- - = Existing Setback Lines �. It l / 0 Z Z =
= Proposed Setback Lines �' 0
------100t------= Existing Contour �'7]p i
- wo - = Proposed Contour � d < {7� -
W- = Approximate Location of Existing Waterline /' 5CI r .�
sWL = Proposed b" Waterline 5�,. '. /
u In ❑
= Approximate Location of Existing Gas line / -� / / 0
ss = Existing Sanitary Sewer Line / J
8SS -= Proposed &' Sanitary Sewer Line / //
- = Existing Easement / / ,•I 5C�7 2G' WIDE kn
C / -.•,-
/' s
---- -- - = Proposed Easement I 1 ❑
wit' = Existing Overhead Utility /f I/ �I d PUFFER �� i Z
Lio�---- = Existing Underground Utility ; „Iy //
�' / / / i N
WEr = Existing Netiand Limits I% / / 11
x x x = Existing Fence / / / ! ❑
x x x = Proposed Fence / / '
4SS = Proposed 4" Server Service I -y If / ; '
?WL = Proposed 2" Water Service I/ / /' sgo sa / t 1-
= Limits of Disturbance I �, I
$F = Proposed Silt Fence __-_ / /', / �" 11
Tp—› --�= Proposed Temporary Diversion _--- 0 I ' I Z
•= Existing Stream Centerline ---- ssJ ���f -_= Existing Soil Road _- �� /11
ti ' ' Z
= Existing Gravel Road �} _ - �. I
,` = Existing Light Pole - rn �, r
L'f W
C7 = Proposed Light Pole _ _ 1 1-
# = Existing Utility Pole - 5;--- �1
- Proposed Utility Pole - i i '// �� c
Existing Water Meter -- �,5 _ / IL._ �I �.. �� 1 0
U-
- Proposed Water Meter __-- ___- - . 0
,0 I
w = Existing Water Valve -- ss - -- ` ■ l ,r 1 /" I z
❑
or = Proposed Water Valve ys— - .: 'T W 1 �" / /
L� = ExistingFire Hydrant _ - _ �• t /
y - .+' 4 /
11- = Proposed Fire Hydrant 7 ss - 0`�� k / /of) I N
= Existing Sanitary Server Manhole �, - _ GUI / I / - CZ
Q- 0
-----) ,
• = Proposed Sanitary Sewer Manhole - - 1��� `i 0 / /
r� 0
- ExistingSewer Glean out / / i �' `'� ,...7-
'L / / _ I f
= Proposed Server Clean out �,' '' it f -���i+';-'---.� F.,� I ```ti=-
1
/
. \ \#' . \,, 2 �� � / / 1= 1= ExtingSorm Dran Manhole f/ ii �' � ~ ///
= HlhDensiyPolyehylenePlpe . y i G �rY / N �� -~ W
RCP = Reinforced Concrete Pipe // / / • �� �!���! \ • ` , / t '� •�
FES - Flared End Section01*, ► +r./
! 775Oi I - Proposed Spot Elevation / i Al• ` ►. ■ • \ - \ I' '� -.
JDP - f0" Pine (t } /ys ' r '� . /ii
' _,
yP i J ii • • . f . -
C = Existing Tree to be Removed ! • ,a ,f� • ' 'r°
f / / \di r/J _40 1
/"› \ ,..--- ..411011 / // //'
/ .ti.--%.
LLI
PHASE 4 ,� ;f rs , o �■ .. �I ,,_ 11 I M°' h `.]
RESTAURANTIBAR r c, ,r f' G �. L?• ; ........_ .- / / / /i l o] rv'
_ /, / ,' J�S .d�� "F.",
---,T Ii. i7 I •is q a y G
i v. . �. 1 H , �ti `.0 y EL'..• // /55// I 114'6, od - 44
T.S.o.,,,,......, oprforp! / „.. / µ4 1-7:, .4.- z.. I; !.--:4 .,..„ T,_
/ / //
,/
/ y /� . s�A�"�. "�,� .-. �. I1I ,�] y y fi y'J , 7.
>fte /
oi \� i . . . r �. a' I •
!P1 'Y1i 0. , ' �)0. J. rr h�. 4 I V} ❑
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ALL STORMINATER MANAGEMENT FAC I L I T I ES SHALL BE MAINTAINED iy
= Iron Stake Found BY THE PROPERTY OWNER /V 7 RRidi p_
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IRF = Iron Stake Set t
,,,:::.:,:,,,,,..L\
� F = Concrete Monument Found _4 "fr
■ = PK Mail Found CD-
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-- -- -- Existing Right of Nay t \
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— - - -- — = Proposed Right of Way i/ \ \ - Hartrantai NAD 83 �Q+,
= Boundary Line �� _ Y
— — — — = Adjacent Property Lines not Surveyed \ •
❑ U Z Z E
= Existin Setback Lines :� �Of a ' Z Q
Proposed Setback Lines r :' , \ —.. �� ===3,, ��j L ' Q
WO' -- _ Existing Contour J66:50 \• ,\ ti � g k) ' /
10 - = Proposed Contour ' , _ ���•---,, / Z _
w = Approximate Location of Existing Waterline o� - �`,` -- �`, I�-' t ' `
s' - Proposed 6" Waterline - ' ' rr SC �` 3 < I Q f
/
GAS—• - = Approximate Location of Existing Gas line ( .''
_ t I SG I q
11 '/ �' `i In
ss = Existing Sanitary Sever Line � _ �� 11 ' j
85S = Proposed 8" Sanitary Sewer Line b� Ef`.� 1 + , /� I _
s5o P
- - - - - - = Existing Easement ��, �_ + '� r� ��_ 4.1 11 r 3 ' lf)
- Proposed Easement ��. �� _ - _ ) / )/ 1/ � ��. ' k� j'� ��''�i �.20' WIDE 11 '' i
OW = Existing Overhead Utility �. , 11 ,
uGu = Existing Underground Utility /� b4 �- �' s i 1 IrAft-5 , - All. � �'�11 1 Z
WET - Existing Wetland Limits .' ~ ~� ' 11 y �� �' 11 I yq /
x x--X--- - Existing Fence rC I �� l ��J ' / - i \ 1 1 11 1 li ? ' <
11' /i l
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][ X ][ - Proposed Fence6.5D �_`� - _}K ' I( /� /�s; _\. 1 11 ' i [�
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4S5 = Proposed 4" Sever Service r ! '�� 1` r \ ' '
1 11 j _�
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LQ❑ - Limits of Disturbance �� �n 1� �' ; 1 �-
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g - Proposed Silt Fence � - -+'! _ ,/ / lco
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• ■= Existing Stream Centerline i i --- ;1 �r ......
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= Existing Soil Road J \ - - ax- _--- s �� s� �� 1
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= Existing Utility Pole / _ _-' --- - f f i/ /// ' i-
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e �� / _ 7 I 1p+ = ProposedoterValve __ `. vI
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p y I - i ..� Ifloly
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i�i = Existing Sanitary Sewer Manhole .r ss i' � � N� � 1 � _ ` - l
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'�� = Existing Sewer Glean out �% � ,` - � �.�- � i� G \ �, �1 - '_ / � D�h I ' ' --- :NHI°
= Proposed Sever Glean out \�' ` . ,381.71 1/ -� ' _`�"CI - Gurb Inletr ,' S ,` JI , f �L J = Existing Storm Drain Manhole �/ ;� ��► ' r �D :-�•
HOPE = High Density Polyethylene Pipe i / i f �� ~ A �Ij 1 ¢� 0��_ I ' i' „ '< \ Z
RCP = Reinforced Concrete Pipe 1%• �' s� i/ ' .- r-- r_ • � ‘ - , HP�225 : I /
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•/� i •_ r ' :i+ ' '� \ 101,."\1411"._6:0_44:6=.
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' 381,66 ' 1 �___N
{ - Existing Tree to be Removed /�5 ��. ►► ►. •. \ \ I 'cl - Gurb inlet _ _ �� `' / 0
cl = Grate Inlet f � f i r - - ��,�.Tri -- Yard Inlet r / p. _ ;� ��� � TOC 381.�6 ;:,.171:1,41:-
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5To}�1�IWr�TER MANAGEM NT AREA NET WLegend; f� 0 40 80
ALL STORMWATER MANAGEMENT FACILITIES SHALL BE MAINTAINED n"- i l feet V
0IPF _ Iron Stake Found BY THE PROPERTY OWNER -� -�IMF - Iron Stake Set wti��wf,_ 0 � ,�
•CMF = Concrete Monument Found _�
• = PK Nail Found / , b� J
aPi�s = PK Nail Set 4E;/ �,£ _ 'FL
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-- - - - = Existing Right of Way / �!
�'ti l- Vertical-N Vi2 88 oh 0� ����. z
-- = Proposed Right of Way Horizontal--NAP 83 1 \ . • Ikil 'y
= Boundary Line ,� '� Q Z = [Y
— — = Adjacent Property Lines not Surveyed ` �, _ ��r '= ExiStln Setback Lines1-Proposed Setback Lines J665D' N.= Existing Contour �� M \ 4 //I
( �- _
-y0� = Proposed Contour [� - ` ` _ r� �� / z _•J
w = Approximate Location of Existing Waterline /7� - _ �� I ��� '\\. • / ,� I]C 1L K
6WL - Proposed S' Waterline r 1 ://///..�rl SSCa s , 2 fv QGAS = Approximate Location of Existing Gas line I- �- _ f �- 'k ' /+ 11 ' ya Y z Qs.
ss = Existing Sanitary Sever Line hV �Ff 3G'6.5D' + } 111� �] }
$SS = Proposed 8 Sanitary Sewer Line \ by r ` 11 a tS�= Existin Easement ." �� J _ % '
= Proposed Easement w I 43,047 .'': --- , '. +I -•. ' - . sco 20' W1DE Ia+r� = Exlstin Overhead Utilit rI- J► UiVER � 11 / / Z[rGu = Existing Under round Utyl + _ : 'aE� i �: f O , yan
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WET = Existing Wetia d Limits �� j `� - r' `� I _ 111 1' {Y
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---x—x—x - Existing Fence I _ _ --' ( I� I �' 1
I 3GG'6.,50'� 1
X x X - Proposed Fence --_ - - - 11 I
�4SS Proposed 4° Sewer Service tn
3 I �. F 1 '�'" _
2WL = Proposed 2' Water Service I [d - y ! r "
LO❑ = Limits of Disturbance ` �.:� ow �_ BCD �n 1 3 / / ' ED 1-
):
= Proposed Silt Fence _ - �+„ - i /, N - " U 4 ��� �' 'a ' [Y
- el>— Proposed Temporary Diversion ‘ . �� �� 370 �/ 1
• •= Existing Stream Centerline l ► --- _ _- --pi. �a �� 3 .... �e
Existing Soil Road _- = '
- Existing Gravel Road 9 - Cj -� '� _ _ _ �ti ,y RHE I //(-' _ w
- Existing Light Pale 1 r 3� _ _ �ss __ ,- �� ,s PRE/
0. = Proposed Light Pole _ - ] // /
1—
• - Existing Utility Pole i - •.J , `
= Proposed Utility Pole / I ` r f y' 1 z z O
0 -= Existing Water Meter i . -- _ -_ _s� __ �' ►e _ q q
*- = Proposed Water Meter I 1 - - �'.z_ 60 _ J � ' �n T)
Pa = Existing Water Valve / ® , - - ` � ! ' � G' l RNE �� a� 1 > LLI
Z
m = Proposed Water Valve I 4_0
s38Q8 ,40 _ �• 'r Pn,E� Q
_ Existing Fire Hydrant �wti I _ , �` .t. - 1 1 ' F-
11- - Pro Proposed Fire dram _- ■ 1
p �- �i 8 ` 1 1 . 1� r l N
a - Existing Sanitary Sewer Manhole / J 14 p�'"°°p J -
r r " ► ' a�, ENE
= Proposed Sanitary Sewer Manhole j/// % C - �� VIA.1.---"V*-- ,. � 1 .: "F,_ le' a ' ' 1 =G = Existing Sewer Glean out f f ` ` =•-- = Proposed Sewer Glean out ��t f r yy� ' r • 38. \ x r�r / '�; ... /1 -
CI - Curb Inlet rr f il ��A ,�9 '�' , . �� 1 oaf 'Q "e ' �� - 4
Sa - Existing Storm Drain Manhole rr / ' - __ d'`�% .;y �f � I , � -'°� �� z
HDPE - High Density Polyethylene Pipe it r + T ./ \ \� 1 J J 1 ,7 4 ` �1 ` . W_ + . h'P 38775 C h � =pRCP - Reinforced Goncrete Pipe r r -, --' • e - r...41.401,_ _
///
FES - Flared End Section ///, '
r •!' i --+ -- �' �r+ �.• :�_ �jV , • ' L- �. 1 ) r r '
{ 77s on i _ Proposed JS�7pot Elevation r �_ f� M �.,� -' /^'\� 3,�1.86T/J/ jpi C�+ F/ff _3i" rf .� 1 7F �� ' ' , -_ , ��'~IVL ,N]I1UUIllif F 1 ` 1�%1T PINE ' _' - `� 'I10P = 10" Pine (t r b �; \ . ,3BD6D90C,381.16 �`'!<xi�ting Tree t� be femoved � ■ 1 1C; Gurb Inlet _ ..��cl = Grate Inlet •�� ..L� �'!'3, , ,��j `=�_` _LgiS _ 1['` fy r --- "f TX J81.76 $ i _ _ 1f ,r O,o•PEE �� 11r1 = Yard Inlet M T t :DC,38D76 -�t:� R1, a f.......,,,..,10„.
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STORMY ATER MANAGEMENT AREA NOTE --Ni �'
TOWN OF SOUTHERN PINES STORMWATER NOTES []
_ nn Z
�.J 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ALL STORMWATER MANAGEMENT FACILITIES SHALL BE MAINTAINED rl �� V
Legend: ROADS AND STRUCTURES, NCDOT STANDARD DRAWINGS AND THE SOUTHERN PINES ENGINEERING AND CONSTRUCTION eY THE PiaoPEiarr oW>uER �� ]�
STANDARDS.
• = iron Stake Found - 0 5ti 100
��PF 2. PRIOR TO BEGINNING CONSTRUCTION IN THE TOWN OF SOUTHERN PINES, A PRECONSTRUCTiON MEETING WITH THE TOWN \ I Feet
IRF = Iron Stake Set SHALL BE HELD, AND SUBMITTALS (SHOP DRAWINGS) SHALL BE APPROVED. THE SUBMITTALS SHOULD INCLUDE ALL "I
•ChiF = Concrete Monument Found MATERIALS (ROADWAY, STORM, AND UTILITIES) TO BE USED DURING CONSTRUCTION. ' ra, ��
• = PK Nall Found 1
apes = PK Nail Set 3. STORM DRAINAGE PIPE COVER
- - - -- = Existing Right Of Way 3.A. MINIMUM COVER IS 2' MEASURED FROM THE FINAL SURFACE. LESS THAN 2' REQUIRES PRIOR APPROVAL BY THE SO r� J
TOWN ENGINEER. North Lied,A CO
- = Proposed Right Of Way 3.8. MAXIMUM COVER: REFERENCE NCDOT HIGHWAY DESIGN BRANCH ROADWAY DESIGN MANUAL __ �� VBrticaoNAND 88 h L� L z
= Boundary Line _ 4 1. Horizontal-NAP 65 ❑ Q
--= Adjacent Property Lines not Surveyed ¢. IN SYSTEM,S WHERE C CULVERTS SHALLRBEMCONSTRUDMENTS CTED WITHLL CREATE A O RING SEALSAINWTIIER THAT JOINTS,BACKS WATER UP WHICH MAYREQUIRETO THE TESTINGIPE OF THE QQO /1� 2 Z
- = Existing Setback Lines SYSTEM. THE TOWN ENGINEER SHALL DETERMINE LOCATIONS OF THE SYSTEM TESTING. /' •1 a
------- = Proposed Setback Lines - �I /� _ N
100' = Existing Contour 5. STORM DRAINAGE PRESSURE TESTING ' q Q
-too- = Pra used Contour WHEN PIPE TESTING 15 REQUIRED, THE STORM STRUCTURES SHALL ALSO BE TESTED AS REQUIRE➢, VACUUM TESTING0 I?j� Q7 LLI Q
p MAY BE USED AS OUTLINED IN ASTM C1244. EXFILTRATION TESTS MAY ALSO BE PERFORMED AS FOLLOWS: 0.-i- _ 0 {V
I = Approximate Location of Existing Waterfir
5.A. PLUG THE INLET AND OUTLET AND FILL THE MANHOLE WITH WATER TO WITHIN 6" OF THE TOP OF THE MANHOLE. // 5 rp °a Z ~
OWL = Proposed 6 Water f ine • T
GAS = Approximate Location of Existing Gas line 5.B. ALLOW THE WATER TO STABILIZE FOR 1/2 HR AND REFILL THE MANHOLE TO THE ORIGINAL ELEVATION, h ` /I_ I < W
5.C. MARK THE INITIAL DEPTH OF WATER, AND AFTER 1 HR RECORD THE DROP IN THE WATER LEVEL IN THE IE5��6 q _
ss = Existing Sanitary Seer Line MANHOLE. � � Sy % i [Y
855 = Proposed 8" Sanitary Sewer Line 5.D. THE MAXIMUM ALLOWABLE DROP IN VERTICAL WATER HEIGHT 1N THE MANHOLE SHALL BE �,4' FOR ALL DIAMETER .��0 h 1. I , �' ;+..
SIZES OF MANHOLES. IF THE WATER LEVEL IN THE MANHOLE DROPS BELOW THE ALLOWABLE DROP AMOUNT, THE 6 'oo 20' NI E %�cir--- ' - Q
- = Existing Easement CONTRACTOR SHALL REPAIR THE LEAK AND RETEST.
- - - -= Proposed Easement , "� O OW = Existing Overhead Utility 6. STORM DRAINAGE PIPING SHALL BE PLACED IN A STRAIGHT ALIGNMENT AT UNIFORM GRADE. NO CHANGES IN •
FES-03 �7y� �' !� / �- -_ - �'
U611 = ExistingUnderground UtilityALIGNMENT SHALL BE ALLOWED EXCEPT AT CATCH BASINS, MANHOLES, OR OTHER JUNCTIONS THAT PROVIDE .11� 3� JB-D e Z
g APPROPRIATE CLEAN OUT ACCESS. THE MAXIMUM LENGTH BETWEEN ACCESS POINTS IS 400'. 3
WET - = Existing Wetland Limits d�, / , ' i _
--- x- a-x- = Existing Fence 7. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN tr FES-BIG 3y �w by - , YI-A5) <
X X X = Proposed Fence ACCEPTABLE STANDARD USiNG MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. SEE STGF2MW,4TEF2 4 - GI-Di -___
455 = Proposed Sewer Service qo
8. ALL PIPES 1N STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL. THE FLOOR OF ALL STORM DRAIN . .► 7,00.-,0%,_
- INV ..
4111°-
2WL = Proposed 2" Water Service STRUCTURES SHALL BE FILLED WITH CONCRETE TO AN ELEVATION FLUSH WiTH THE DOWNSTREAM INVERT, MANAGEMENT � � --r ��
r �' ►�LSD = Limit of Disturbance PETALS �` �`';.::', _ _ err ''�
SF = Proposed Silt Fence 9. ALL STORM DRAIN STRUCTURES OVER 3'-0" IN HEIGHT MUST HAVE STEPS IN ACCORDANCE WITH STANDARD DETAILS W•ttra°01",ftek , 55-?_ �r� , GI_Ac ~-�-- Proposed Temporary Diversion SET FORTH 1N NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. r' - _ i_ e /�}ra`n 1 Ci
• •= Existing Stream Centerline) 10. CATCH BASINS WITH FRAME, GRATES AND HOODS INSTALLED IN CURB AND GUTTER SECTIONS LESS THAN 2' 6' WIDE j _- JA •1, .. - �c W
= Existing Soil Road SHALL OFFSET THE FRAME, GRATE AND HOOD TO THE BACK OF THE STRUCTURE TO MAINTAIN A CONSISTENT WIDTH OFF 3 �j
= ExlStin Gravel Road ROADWAY. r �1� __ '� p . Z
$ 3
= Existing Light Pole '' y - r� � =_■ 0I-G5Z
g 11. FRAMES. GRATES AND HOODS SHALL NOT BE OFFSET FROM THE CATCH BASIN MORE THAN 4; FRONT TO BACK. O -+(p�� �* W
ra = Proposed Light Pole �'�• •• �1/
= Existing Utility Pole 12. DENSITY TESTS SHALL BE REQUIRED ON TRENCH BACKFILL AT A FREQUENCY ESTABLISHED IN CHAPTER 2 OF THE TOWN ' - ,� `� , *� dry' I - /1/:-/-
h1 • _= Pra osed Utillt Pole ENGINEERING AND CONSTRUCTION STANDARDS. �1 tl RGI GI ' mp y �.vi = Existing Water Meter 13. PRECAST WAFFLE BOXES MAY NOT 8E USED 1N AREAS WITH TRAFFIC BEARING LOADS. PIPE SHALL ENTER PRECAST / � .d- = Pro osed Water Meter WAFFLE BOXES IN THE AREA PROVIDED FOR KNOCK OUTS, THE CORNER OR SUPPORTING WALL SECTION OF A WAFFLE /f + J1�• r l I a U� QpBOX SHALL NOT BE CUT. r ' l .F ipR7 r•, ,. / .J,,a D D= Existing Water Valve sr ,,, �� '�M = Proposed Water Vaive 14. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM 2:1 AND NOT TO EXCEED 10' WITHOUT TERRACING, // V �' <r- �' ' , '0 = ExIstin Fire H drant OTHERWISE THE SLOPES SHALL BE DESIGNED BY A PROFESSIONAL GEOTECHNICAL ENGINEER AND APPROVED BY THE // _IP'- - 'r. "J - GI-G316 Zgy TOWN ENGINEER ON A CASE BY CASE BASIS. / f �� �� + I rye 1 1 Q
111- = Proposed Flre Hydrant / y / �_ '..•�• +► n y ,_
. = Existing Sanitary Sewer Manhole 15. ACCEPTANCE OF THE STORM REQUIRES: 2 VIDEOS THE 1STVIDEO IS PRIOR TO THE FIRST PROOF ROLL, THE 2ND / �� .F• i= Proposed Sanitary Sewer Manhole VIDEO iS AFTER THE INSTALLATION OF DRY UTILITIES, BUT PRIOR TO ACCEPTANCE OF THE STREETS): AS-BUILT // .���� � '� ,, C71*. ... ., \ J�Sip DRAWINGS: AND CERTIFICATION BY THE DESIGN ENGINEER USING THE CERTIFICATION FORM.IN APPENDIX A. / 1� ti ! +'`= Existing Sewer Glean out /' ' // 1 N0. ]C .�+ r;_ ! �cam-- _ Proposed Sewer Glean out _ // /. �, ,• �,'�* '3� ' 4.+' GI-G�// =�Ar�ii�' -� iii GI-G2 ' Q
54
Curia Inlet •
SCE = Existing Storm Drain Manhole / �,;,1? -1 ��1 :�'''' llor V)rl /13' ---'- le yz`'
= High Density Polyethylene Pie i��� • � A ' ' / . <.......re"--
• Naps = c yP JB-BG0 ���4►�i .t� _ �' _•-� G I-At3 y
RCP Reinforced Concrete Pipe G �+� ` ' I Z
FE5 - Flared End Section �� I/ s G#-B8Ifi�+�Visv1t;•f+ _ �° �� '_ ■- Ally ., /4. _„ e / I / L41-„-., -
J Proposed of Elevation 3 / t r• Tt� ;� .'► ■ �- ' �'
10P = la' Plne t .� `SS• •• y 0/ / + :� F .. �� ■ - - / B f yp it°'\' F5 �f 0 1 y G I B3 rr �I _ G I I I 0 ��� eiv,..... .....m.. I... . •
X = ExistingTres to be Removed `9-:' • f ��.� ' �• �f ■r Y" / - + ��� , '
CI = Curb inlet . '♦ �- ■ I I� l� ' �
V� - Crate Inlet ..111116h-
J
lPIP
1/+ r . /t,.3s1,. 441 4' '
unci anbox •
4,../' , , x., r r
•111 ,.417,..11. 4. ......, ,,.„,-- (---"\-7 ) IP.A -
. . N111 -. �
\ c/..• ,0, 1, *7 1 „...---.›..,,,././. •
S A
slit gi ..4, I��� - .'I /4.0.••••• 1 • / e# Gi-132 7\__) 1/ /(
.
, 4 - a Q
_ - c rtrt��
sH -� M- . b y L
BIM. ,79.78' _ '`...` --� / / /
. ' �, ' y (FF. . 4] 1 1Q � � o r w
/ �� / / / W -. °� a r
- / 4 /
"--..,,, V ,. ,_,,_ .
--.. ) \'' „'---"-, .
/
� z
- / /. �� 0
- r GI-BI / ,�� a�i >-
se OP-E2 l-�: _i ....---\ 1 1 �� 1 ti IP
44k ( 'I
+L �� ■ ■ _ tic #1/A
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STOV SEWER TAULATO \ CHART �__ ,:wik,_ � i.
i ,.........„ ,
1_ ,
aSN ,.,
•.T.,, 4/5. / / / 4., .,,i41.1 \ilk,
STRUCTURE PiPE INVERT ELEV. HGL ELEV. - • �� i - _- • / / ' Z
FROM TO LENGTH SLOPE SIZE MATERIAL DRNG AREA t?UNGFF CCF_FF TOTAL FLCI�d' CAP FLIL VtLOC1TY• FROM TO FROM TO GRND'h'Uv1 ELEVPIPE COVER DEPTH ��- - o � �� �� 8
5 E A
1 �
(FT) % (IN.7 (INCR/TOTAL AC.) (C) (CF S) (CFS) (FT''S I (FT.i 1 07T.) (ET.1 (FT.1 (F T.I (FT? �LJ -y �ay� �� 1 / 1 ' 1 W
Al A2 '105 1.00 18 RCP 0.2 0.2 0.41 0.56 10 5 5.9 390.55 389 50 + 391.31 390.17 394.25 1.3 `� ��--. - �° , ti <<' "'� "i ayr z
A2 A3 108 1 00 18 RCP 013 0,33 0.42 1 13 10.5 5.9 389-40 388.32 390.17 389,00 39500 3.7 1 L % 1 ---__ 1 .''�4' e
A3 A4 200 1 00 18 RCP 0.L 9 0 42 0.44 1.49 10.5 5.9 388.22 386.22 359.00 386.95 394.50 4,38 0 'i• r �i` / ' %F. e'�Q/�= z
A4 A5 94 6.88 18 RCP 0.25 0.67 0,43 2.35 27-6 15.6 386.12 379.65 386,95 381,15 391.80 3.78 / CO _ 4 �' ' 1^ W
A5 A6 176 2.84 30 RCP 2- 3 2.8 0.71 18.03 69.1 14,1 379.55 374.55 381 15 381.15 384.00 1.55 ❑) = % 1 4 .
_,
/ ?
81 32 102 4 80 18 RCP 0.51 0.57 0.61 2.48 23 13 386.50 381.60 387.34 382.61 390.5D 2.1 Q ' �� _...„_____„
//'
OS D 1-.
62 B3 68 5 00 18 RCP 0.43 0.94 0.59 5.09 23.5 13.3 381 50 378.10 382.61 379.39 385.60 2-1 i d / ,t�, ►.,,
B3 84 74 1 00 18 RCP 0.27j 1.21 0 63 6.78 10.5 5.9 378,00 377 26 379.30 378 62 382.20 2_2 - _ _s�� ti.•
' '+,'•�`�'��'l •e",��w�.
B4 85 50 4 72 18 RCP 0.06 1 27 0.64 7-15 22.8 12,9 377.16 374-80 378.62 376.10 383.35 4.19 ❑] -pry . / �'.,��• E C�'�1� .�` J
_ r� '��u 'I 1 rr//!1/lilfltl{,ti,', �� l
B5 Be 85 1 00 24 RCP 0-35 1.53 0,58 9,49 22.6 7.2 374.70 373.85 376-10 375.35 379.72 2 52 _ • ,�y LLi
B6 87 62 1.00 24 RCP 0.41 2.04 0.68 11.72 22.6 7,2 373.75 373.13 375.35 374.93 379.82 3.57 0 ' Z
87 36 164 1 00 24 RCP 0.4 .44 0,70 14.31 22 fi 7.2 373.03 371.39 374.93 372.98 379.72 4 19 - ,
B8 89 24 4.08 30 RCP 0.24 2 66 0.70 15.63 82.9 16.9 371.29 370.31 372.98 369 83 376.14 1,85 _ 1 0"-% ?S . Q
B9 810 265 1 40 30 RCP 0 2.58 0.70 15.63 41 8.3 368.14 365.49 369.83 369.83 374.00 0 79 �.ti
" ' �� 3_ RELEASED
B11 82 102 2.45 18 RCP 0.11 0.11 0.74 0 65 16.4 9.3 384.10 381.60 384.66 384 86 388.10 2.1 _ - �e°sue_ " -,- _s
s_ CZ
1 / . forw
Cl C2 92 1.00 15 RCP 0.37 0.37 0.68 2.02 6.5 5.3 380.00 379.08 380.74 379.80 384,00 2,35 �� _ �;s CL
C2 C3 80 1 00 18 RCP 0.04 0.41 0.70 2.28 10.5 5.9 378.98 378.18 379.80 379 03 386.50 5 52
C3 C4 130 1.84 18 RCP 0.06 0.47 0.70 3.81 14.2 8,1 378.08 375.69 379.03 377 10 382.82 2.77 CONSTRUCTION CZ
CA 85 80 1 00 16 RCP 0.65 1.12 0.70 7.41 10.5 5.9 375.59 374.79 377.10 377.10 379.72 2.13 ���� �' V 'I�■ "-'E �� [L
C5 C3 88 0.50 15 RCP D.25 O.L: 0.59 1.17 4 6 3-7 378.64 378.20 379.30 379.30 381 50 1.21 ALL ROOF DRAINS SHALL BE ROUTED TO A STORMWATER INLET. r.I
ILI
Di D2 26 7 69 18 RCP 0 6 0.6 0.72 3.43 29.1 16.5 374-30 372-30 375.21 367 89 378.30 2,1 for DF�41^IN BY:
D2 D3 '148 1 00 18 RCP 0 0.6 0.72 3.43 10.5 5.9 356.98 365 50 367.89 367.89 375.00 6.12 EG{AI
1'`1 0
E2 E2 125 5.00 18 RCP 0.69 0.t 9 0.78 4.3 23.5 13.3 382 375.75 383.01 383.01 385 1.1 S6ALE:I
Z
AS Noted §
Fl F2 � 138 2.5 15 RCP :,.D6 0.06 0.9 0.47 10.2 8.3 377.3 373.85 377.93 374.38 380.9 1.95 ;• j tr
F2 F3 92 8 15 RCP 0 0.06 0.9 0.47 18 3 14.9 373.75 366.39 374 38 374.38 379.5 4.1 DATE: �]
Il
' 06-0 1-22
OB HUMIBER: Ln
S
2000534 I-
DRAY INO KEY:
G-2

J
Legend: TOWN OF SOUTHERN PINES STORMWATER NOTES ✓TQR1" IAIAThR I" A YA&E " E YT AREA NOTE Q
.IpF = Iron Stake Found 1, ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDDT STANDARD SPECIFICATIONS FOR ALL STORMWATER MANAGEMENT FACILITIES SHALL BE MAINTAINED
''IRE = Iron Stake Set ROADS AND STRUCTURES, NCDDT STANDARD DRAWINGS AND THE SOUTHERN PINES ENGINEERING AND CONSTRUCTION BY THE PROPERTY OWNER LL1
STANDARDS. i1
•c41F = Concrete Monument Found -_ L, f�` lit
A = PK Nail Found 2. PRIOR TO BEGINNING CONSTRUCTION iN THE TOWN OF SOUTHERN PINES, A PRECONSTRUCTION MEETING WITH THE TOWN (Ith "� <
SHALL BE HELD, AND SUBMITTALS (SHOP DRAWINGS} SHALL BE APPROVED. THE SUBMITTALS SHOULD INCLUDE ALL �f I
D = PICNailSet ----, -
PKS MATERIALS (ROADWAY, STORM, AND UTILITIES} TO BE USED DURING CONSTRUCTION. _. ❑
-- -- = Existing Right of Way _ j, ❑ 0
- -- --- = Proposed Right of Way 3. STORM DRAINAGE PIPE COVER {� ❑�1' 1 Ln
--- - = Boundary Line 3.A. MINIMUM COVER IS 2' MEASURED FROM THE FINAL SURFACE. LESS THAN 2' REQUIRES PRIOR APPROVAL BY THE \'- -.r.. -�1�
TOWN ENGINEER. '650 �,
-- = Adjacent Property Lines not Surveyed North Q / W <
3.B. MAXIMUM COVER: REFERENCE NCDDT HIGHWAY DESIGN BRANCH ROADWAY DESIGN MANUAL. �1 \ Vertical-NAYD &&
- - • - • - - - = Existing Setback Lines �7�j CO�! i --
�] -- - Horizontal-NP,D 83 0
-= Proposed Setback Lines 4. IN AREAS WHERE DOWNSTREAM IMPOUNDMENTS WILL CREATE A TAILWATER THAT BACKS WATER UP INTO THE PIPE / ,. _
W O' = Exiting Contour SYSTEM, CULVERTS SHALL 8E CONSTRUCTED WITH 0-RING SEALS IN THE JOINTS, WHICH MAY REQUIRE TESTING OF THE 'l- r� A _ �_ '/ 5. ' ;■ 4k.. �yi / / Z Z �1
SYSTEM. THE TOWN ENGINEER SHALL DETERMINE LOCATIONS OF THE SYSTEM TESTING. j: _ ' 3� 0 50 100 / Q
-100 = Proposed Contour . 36650 , , tyj
w - = A roximate Location of Existin Waterline 5. STORM DRAINAGE PRESSURE TESTING h _ - , FES-P.6 I ' Feet W I
6WL = Proposed 6" Waterline WHEN PIPE TESTING IS REQUIRED, THE STORM STRUCTURES SHALL ALSO BE TESTED AS REQUIRED. VACUUM TESTING rb '�•. J I f ! _ C _-� '1�� ' a Z_ z O
MAY BE USED AS OUTLINED IN ASTM C1244. ESFILTRATION TESTS MAY ALSO BE PERFORMED AS FOLLOWS; +� Fj - , J ) ,� ••/ /1 • •
:'+• ScO 20' fJICE ' /
E
GAS = Approximate Location of Existing Gas Tine '�° + - ---. --- /.. ...// . , _ -_ i 11SS = E3(15tIn Sonitar Sewer Line 5.A. PLUG THE INLET AND OUTS ET AND FILL THE MANHOLE WITH WATER TO WITHIN fi" DF THE TOP DF THE MANHOLE. 0 , _ �- --- I / I r T3U FE}2 �o /j Zg y ��� ; ��/ ; _ rya ' [Ya_855 = Proposed 8 Sanitary Sewer Line 5.B. ALLOW THE WATER TO STABILIZE FOR 1/2 HR AND REFILL THE MANHOLE TO THE ORIGINAL ELEVATION. j` - - . FES-D3_� /' "" E - 11 / i' W
= Existing Easement 5.C. MARK THE INITIAL DEPTH OF WATER, AND AFTER 1 HR RECORD THE DROP IN THE WATER LEVEL IN THE I r� 7' �B_02 - i f = W �]MANHOLE. r . 11 / I- V
- - = Proposed Easement \ _ _ • �' '� 11 f I
5.D. THE MAXIMUM ALLOWABLE DROP IN VERTICAL WATER HEIGHT IN THE MANHOLE SHALL BE X- FOR ALL DIAMETER f 0
OW = Exi tine Overhead Utility SIZES OF MANHOLES. IF THE WATER LEVEL IN THE MANHOLE DROPS BELOW THE ALLOWABLE DROP AMOUNT, THE �` j 1 FES`-PIQ �� h I ! r ` ' / I/ �+ ❑ Z }
CONTRACTOR SHALL REPAIR THE LEAK AND RETEST. f �� �.�. - __ / �_ 1�'Yift ? / �' Z
r<ca - Exlstine Underground Utility - _ / ... _
WV' = Existing Wetland Limits SEE STORMWP.TER �',� �� '`"=��� GI-DI = / _
g 6. STORM DRAINAGE PIPING SHALL BE PLACED IN A STRAIGHT ALIGNMENT AT UNIFORM GRADE. NO CHANGES IN �� �"- �� _ ? y I
x • x • x = Existing Pence ALJGNMENT SHALL BE ALLOWED EXCEPT AT CATCH BASINS, MANHOLES, OR OTHER JUNCTIONS THAT PROVIDE MANAGEMENT I ,I �l , _ [�
x }( }( = proposed Pence APPROPRIATE CLEAN OUT ACCESS. THE MAXIMUM LENGTH BETWEEN ACCESS POINTS I5 4-00'. J FES-F3 i;, __ ,r h.:�,_� I
p DETP.I LS 1�.. _� r 1 •
• / K
4�� = Proposed �" Sewer Service 7. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN 3'tb - - -ss '� •_ • �r 6 D,sv►� / `" '' z
2WL = Proposed 2" Water Service ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. ,77/
. , Vtik '- _� e• J �! ya' CYLCI❑ - Limits of Disturbance - -+1 ' } ❑
= Proposed SIIt Fence B. ALL PIPES 1N STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL THE FLOOR OF ALL STORM DRAIN • - � '7 •
STRUCTURES SHALL BE FILLED WITH CONCRETE TO AN ELEVATION FLUSH WITH THE DOWNSTREAM INVERT. Q A . i
? _
-}�= Proposed Temporary Diversion ' ----- .,../.. _.
�� _' ��1 �_
• •= Existing Stream Centerline 9. ALL STORM DRAIN STRUCTURES OVER 3'-0" 1N HEIGHT MUST HAVE STEPS IN ACCORDANCE WITH STANDARD DETAILS / - }� / 1 °',�y„� f
SET FORTH IN NCDDT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. /' 10 - tat,' ��
rt,., C
= Exlstine Soil Road • Q55 ` • f � 1 �( y CY
•
°°11tr'
= Existing Gravel Road _ + , r 5 W
3'I. - Existing Li ht Pole 1O. CATCH BASINS WITH FRAME, GRATES AND HOODS INSTALLED IN CURB AND GUTTER SECTIONS LESS THAN 2'-6" WIDE i �#`;+' ' / Q
e e SHALL OFFSET THE FRAME, GRATE AND HOOD TO THE BACK OF THE STRUCTURE TO MAINTAIN A CONSISTENT WIDTH OF - i],1� • • f 7 f ! r Z
J� = Proposed Lieht Pole ROADWAY. / �/ _- --_ _ - = •°°° '
-
= Existing Utility Pole ,' ; ` • "A. }'fr,-.----.
- d..D is f Z
11. FRAMES, GRATES AND HOODS SHALL NOT BE OFFSET FROM THE CATCH BASIN MORE THAN 4''. FRONT TO BACK. / , � ' y
- Proposed Utility Pole / ,- 38171 ' 1 I .Q r W
rzi = Exlstine Water Meter 12. DENSITY TESTS SHALL BE REQUIRED ON TRENCH BACKFILL AT A FREQUENCY ESTABLISHED 1N CHAPTER 2 OF THE TOWN /, �+ - - ` ' I f ~
- p ENGINEERING AND CONSTRUCTION STANDARDS. '' / �y; I' � 1 ' ..4.4k1
f ,�� r' // ' ""E 1
�- = Pra owed Water Meter /!` s 4215 1 f
Existin Water Valve ,
13. PRECAST WAFFLE BOXES MAY NOT BE USED IN AREAS WITH TRAFFIC BEARING LOADS. PIPE SHALL ENTER PRECAST , ..� /�� ' / /! Q.. 01 i ,r.� di 4j y
M = Proposed Water Valve WAFFLE BOXES IN THE AREA PROVIDED FOR KNOCK OUTS, THE CORNER OR SUPPORTING WALL SECTION OF A WAFFLE I r i i '. �, �l .- -� �� ' , Qrr; �c, f 4 Q
= Existing Fire Hydrant BOX SHALL NOT BE CUT. r r .� / `� � 61 � �/� /• '� / I 6
= Proposed Fire dram s� .` 60-
���� " � ��� 19 7 ./ ' / 5 LLp 5 ■ .� ;- \ ' ,wog. " BOC, 1.16 f; 1 a4,Y..E / !L14. ALL GRADED CREEK 8ANK5 ANp SLOPES SHALL BE AT A MAXIMUM 2:T AND NOT TO EXCEED 10' WITHOUT TERRACING, Z
i1 = Existing Sanitary Sewer Manhole OTHERWISE THE SLOPES SHALL BE DESIGNED BY A PROFESSIONAL GEOTECHNICAL ENGINEER AND APPROVED BY THE / I /'� /' . ,r ■ �� ■ . R�_T !s•�_ r I ,� jPrn osed 5anitar Sewer Manhole TOWN ENGINEER ON A CASE BY CASE BASIS. ,' / ,�� t !' [�� [,[� -i•dikir 1 4 / ❑5.o p y I9. ,;► 'y - _ .Ric' 9126 i�,� , ,� �, i /
Existin Sewer Glean out r' .� - ► �"
u e 5T I . •a �V 21, ,;I . fi ' / H /
15, ACCEPTANCE OF THE STORM REQUIRES: 2 VIDEOS THE 1 VIDEO IS PRIOR TO THE FIRST PROOF ROLL, THE 2ND l ��
F = Proposed Sewer Glean out VIDEO I5 AFTER THE INSTALLATION OF DRY UTILITIES, BUT PRIOR TO ACCEPTANCE OF THE STREETS}; A5 BUILT / �:��� ` ' �,��$ - �` I �i �-� ` N
CI = Curb Inlet DRAWINGS; AND CERTIFICATION BY THE DESIGN ENGINEER USING THE CERTIFICATION FORM IN APPENDIX A. -Je':e'q, r -� �, ����f+�* .,, 2�7:0,,,2 ■ - qr. ,, y. ��� - �'�' ` E ,� L E
So Existin Storm Drain Manhole 5 o .41111
HOPE = High Density Polyethylene Pipe ' / GI-88 ��r �'r ` •,, _ ��` """ / IS^ izGP
RCP = Reinforced Concrete Pipe I/ / , i •fi ►�I a-101 -4�• ,A rf/ . �. ,r�.re -0.' HVERT IN: 3�8 32'
FE5 Flared End Section ��A" l' * - ..�e� : 1 V Y..� ' 1 I
0.00011-,,-, <
1776.G17 I - Proposed Spot Elevation �_ r . .A . f► r, - - ,r �� r„cI ' Z
70P - f0" Pine (t �� �� . 1r,�Lr�S �!' • rr y `� q rr rrrr ,„..,
��i ►f/ h 0111:polleik
_ 1 W- yp /' S' � . t._ A., a1-136 I �' . r r PNE y ' 1
{ - Existin Tree to be Removed •. / `/ I / '� f I ,r rr ��' p
ci = Curb net _ � �91.76 ;f GI-P4 f/ I�t_ 1 * ,
GI = Grate Inlet • fr ,� • _..1801 � I �1��:, rrrr rrr .s Iv A � �` -_~
ri = Yard Inlet / , ■ , �. ?�;'�' 4110, h t-
r r r G 1 82 4 > 6RIGiC P,ND N1pRTP,R :NTADKE5
�B = Junction BOx111111
��� •�j �� ■ e ��- UN71L PHASE II GGk�5TUGTION.F r, ‘1111) ` f" '• f' 108 LF IS RGP , �► ! PLAG� PVG WITNE '
�- �� .� - 4,,,I17
SLOPE I.ORS 1 i FOR FUTURE LOCATION I-
4y vow' �.
��� ••• 2r pet ����,� .ram rr REFER TO SHEET G2) D ■� 6._ 5 r PURPOSE`. 'H
. . */ / Cr-_,0110115.r."-- y -
,,,, eAr
..,..
,,,,... _,
370.7$• lr. tr.- '-----------------".... rri"111 ) ' . u'nrt
1.9i.
Q "'� cd
•� I i , // A sa t. W
-.0 1",/c:Nic , i / (11114111 -F--:.-- , .---- . ,, rkt i.„ r-,= NI ,--4 1 t.- .4_, 0
Do
` 1 Qr E O, ,r *r
0 '-- i F.' \ - ..// . tr / •vk ,...Z. ''.-- % 14; 1.:', L -_-,zj
-, 'A •.'2%- --- , t„,,•••'"F' _.---"-- / / /' oar-2 / tzt-s, ,,,, „,-. ,....,0 ...,, , (7,_
- (0 - - - .
, . ti/o.,41. ,..9 7 , / "b. .. -,-.: z:i z. --- .z. .,-,
•
GI-A2
_� •'�_ - 1 /J` i �,,.•.,tli'r PM / INVERT OUT: 389.4' y
/OP-E2 7 on•rre ' J l\�c •�„� Cd r
- 11 V r - [�' ---- �.�}rr rr '' �u•vas i / ,./C7..::•� V J '� C► O
r •'rdE t lY Par '�
(.p , ;?
3 ,r axe - - ��_ r~ r , •.•c 110.vr[ .y
„ 7 , 4 S, N.-.4.
Viiell• LpLphh���__� `yam'-_ -� 1 `V• 1r 1',NE
FraM 1'
1�-�. }- ir --;�, - ` w _ .•RUE c� '
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STO . v SE E � TABULA 10 \ CHA 'RT - C3w _ _ _ : Q / 4'.�. 01 _
STRUCTURE PIPE - - INVERT ELEV. HGL ELEV. / _ -(0 -qPI. I'* // /,, / 0
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FROM TO LENGTH SLOPE SIZE MATERIAL DRNG AREA. RUNOFF COEFr TOTAL FLOW CAP FI IL VELOCITY FROM TO FROM TO ' GRNDIRIM ELEV PIPE COVER DEPTH 0 ' - . .- -: ° Q' / ' IS EA
7
(FT) ' % ON.) + , (INCR.rTOTAL,4C.) (C) (CFS) (CFS (FPS) (FT) IFT-1 (FT.) (F .) (F7.) jFT.) 4' 0 u ,r 3 W
6
Al A2 105 1 00 18 RCP 0.'_ 0.2 0.41 0.66 10..5 5.9 390.55 389.50 391.31 39017 394.25 1.'3 / i �` �`: wr, Q ...�QR ' I .►� � �Al��''r., Z
AtrA
A2 A3 108 1.44 i8 RCP U.13 O.s3 0,42 1,13 10.5 5.9 389.A0 388.32 390.17 389.p0 395A0 3.7 �� _ �, h • •" D
A A4 200 1.00 18 RCP 0-09 0.42 0.44 1.49 10.5 5.9 388.22 386-22 389.00 386-95 394-50 4.38 j 1 ., S- j y° • F Si 6 Z
A4 A5 94 6.88 18 RCP 0.25 0.67 0.43 2.35 27-6 15-6 386.12 379.65 386.95 381.15 391.80 3.78 �7] ` �. _ 7 �y
s / /� �9 W
A5 A6 176 2 84 30 RCP 1.]'•2.8 0.71 18 03 69.1 14.1 379.55 374-55 38'I.15 381.15 384.00 1-55 ` / _ rj _•
- om` •. / T. 1� - I-
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B1 B2 102 4.80 18 RCP 0.54 0.51 0.61 2 48 23 13 388.50 381.60 387.34 382.61 390.50 2.1 l ''y' • 06-07 22
B2 B3 68 5.60 18 RCP 0.43 0.9.1 0.59 5.09 23 5 I 13.3 381.50 378.10 382.61 379.39 385.60 2.1 -- y \ •4 ;/ % -
B3 B4 74 1,00 18 RCP 0.27 t. '1 0,63 6.78 10.5 59 378.00 377.26 379.39 378.62 382.20 2.2 +% + '' ``...7
B4 B5 50 4.72 18 RCP Ci.U; i..-':' 0.64 7.15 22.8 12.9 377 16 374 80 378-6E 376-10 383.35 4.19 s • ' ,,( , \eE.
135 B6 85 1 00 24 RCP tr•.36 1.63 0.68 9.49 22.6 7.2 374 70 373.85 376.10 375.35 379.72 2 52 - -- �� , �s �,"„��•"��yj W
86 B7 62 1 60 24 RCP !}.41 2,04 0.68 11,72 22-8 7.2 373.75 373 13 375 35 374 93 379.82 3.57 ��_` z - s_ Z
B7 B8 164 1 00 24 RCP 0.4 2.44 0.70 14-31 22 6 7.2 373.03 371.39 374 93 372.98 379.72 4.19 �/ -y s,_ t. LL
O
88 89 24 4,08 30 RCP 0.24 2.68 4.70 15,63 82,9 16-9 371.29 370.31 372.98 369.83 376-14 1.85 _ _ \t _ -- �_ r
B9 B10 265 1AD 30 RCP 0 2.68 0.70 15.63 41 8,3 368 14 E
369.83 369.83 374.00 RELEASED
384 86 3134.86 388.10 2ill
380.74 379.80 384.00 2.35 f J dr 0-
C2 C3 BO 1.00 16 RCP 0.04 0.41 0.70 2.28 10.5 5.9 378.98 376.18 379.80 379.03 386 50 5.52
C3 C4 130 1,84 18 RCP 00.06 0.47 0.70 3,81 14.2 8.1 378,08 375.69 379.03 377.10 362.82 2.77 ROOF 1""7[� f�I}�� f�OC NOTE CONSTRUCTION cy
C4 B5 BO 1 00 18 RCP 0-65 -1.:2 0.70 7.41 10.5 5.9 375.59 374 79 377 10 377.10 379.72 2-13 I�LJLJ J,1I_!-L I`l!-L L NOTE n_
ill
C5 C3 88 0 50 15 RCP 0.25.0.25 0.59 1 17 4.6 3.7 376.84 378.20 379.30 • 379 30 381 50 1.21 ALL ROOF DRAINS SHALL BE ROUTED TO A STORMWATER INLET. , _
I
D1 D2 26 7.69 18 RCP L'S 0.6 0.72 3 43 29,1 16.5 374.30 372.313 375.21 367.69 378.30 2,1 1 IS)
�iR'Ai^!N 13Y,
D2 D3 148 1.00 18 RCP 0 0.6 0.72 3.43 10.5 5.9 366.98 365.50 367.89 367.89 375.00 6.12 L.CY■
E2 E2 125 5.60 18 RCP I}69.0.69 0.78 4-3 23.5 13,3 382 375 75 383-01 383,01 385 1.1 SCALE- Z
F1 F2 138 2 5 15 RCP 0.06 0.06 0.9 0,47 10.2 8,3 377.3 373.85 377.93 374.38 380.9 1.95 As Noted Q
F2 F3 92 8 15 RCP 6 0.06 0.9 0.47 18.3 14.9 373.75 366 39 374.38 374 38 379.5 4 1 0ATE, 0
ab-07-22
JOB NUMBER,
2000554 i-
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06-07-22
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06-07-22
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DATE: A LY
0 -01-22 Q
JOB NUMBER:
LD
2000534 I-
DRAMA&KEY

j
r REINFORCED STABILIZED 'RAP VELOCITY DISSIPATOR # `�-� _ _-s. f r� ��y �� n
SEE CHART ON THIS SHEET , . . z
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Legend: SEE CHART ON THIS SHEET •� — _ 1":MPORARY DIVERSION SWALE#2 l ,• - � Q��� II
•IPF = Iron Stake Found Iw' C ID y t <
•1RF = iron Stake Set 3w . DD SYNTHETIC C MAT LINER ,o 3
IIrfF TEMPORARY SKIMMER BASIN �•� - ' s d '• I
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= Concrete Monument Found frillito-,.....t.:
� � �� �- ! �■ � . .�� � �_■ = PK Nail Found LIMITS OF11 ,± .' Z.< -' 1
°ems = PK Nail Set D!STURdANCE�TYP} " 6c341 •.► 4, ' /' +• / II-- - - - = Existing Right of Way - • ,' h'' 1/ North■ v— = Proposed Right of Way •�6 �• �'� .- \? ■� �, . . I �� � '� �I�I Yer^tical-NP.YD 88 Z I 0_ I 0
Boundary Line Co,y� • _1 CDb , 4 SW 20' WIDE - // Horizontal-NAL? 83 z -
- — — = Adjacent Property Lines not Surveyed ti ■ W _ BID ER J CY
- - = Existing Setback Lines TEMPORARY SILT ❑ err �60 •� - -- N, ti y ■� ■ • � a as ea Q
- = Proposed Setback Lines - r+ . ci / �' ► ` w
p FENGE�TYP� i Lam, - N„u , . , Ij ! I Feet
= Existing Contour ` ' s. , / 1 - 47 - _ + Z Q
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- -too - Proposed Contour w • ,, _ j5---=---.:.=- L.0� 4� CI ■ ■ tr 3,e .._ --__ iIII
- Approximate Location of Existing Waterlir 3 �� C�r + ■ _l ' �] ~
6WL = Proposed 6'1 Waterline �'' s� �� y`' /����! - ~— -ram / . so
DISSIPATOR -gm,'
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ss = Existing Sanitary Sewer Line SEE CHART ON THIS SHEET \\,,,amh... .. .."... . -
8SS = Proposed 8" Sanitary Saner Line •' a==,` _ - � f- _ { - }
- = Existing Easement � ► � • - '� _ �,: ■ f" �...- . ��' x +
- - Proposed Easement RiPRAP VELOCITY n3551t'PrTOR #2 '2111
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•� ' _ ,$ PINE 1 "'
- Overhead Utility SEE CHART ON THIS SHEET n - 5s�- ko ^ . - , '
IlGfl Existing Underground Utility _ - �' �],s,TME'
WET ExistingWetland Limits _ - - = - .. ...,.sir '
- x x—x— = Existing Fence TEMPORARY DIVERSION SWALE#I # .' I � _ _-- - - - - ..�- -- -- ----- � '�___ � _ �` �'
x x x•-- = Proposed Fence SYNTHETIC MAT LiNER ____�-- - @t. i
4SS = Proposed " Sewer Service 1 _ r - , — � — A �-
i 2
AWL = Proposed 2" Water Service a --- -- - •,�- __ 4 ,Y PNE
LOD = Limits of Disturbance 1I . _ �� J _ �� '� {-� I ""� ,_
$F Proposed Sift Fence I -- • �;� -- ' -V0 \\ I 2 " [7 ., �'r R /:; (Y
1D—�-= Proposed Temporary Diversion - - 4 _ l` ',. , --- - . 00cry / �, ' w• •- Existin Stream Centerline _ .� � �+" _ - � � �' o 1
= Existing Soil Road / �� �' ►= �] 2 �� IExistin Grave! Road // �r,9 TEMPORARY INLET \ �� ■ ` '� / Q ~ ' ' w= Existing Light Pale // . - '' q0 ;},� U e'= Pro Deed LI ht Pole PROTEGTlON�TYP,� �� y� ,' ;-_ �,:i� ,i . r )1l 0) '��E Iu• = Exitin Utility Pole /f �`' 34 - v� 4 1, / / 2
/ (� / 14.p,IE ,� /
- Proposed Uti ity Pole / r �' i_ � .y ' p��F /nQ - Existing NEater Meter >I/
f / +` �z � - �• ry I (}p� '+ r z z_ Proposed Water Meter a�A // // .`� r~, r+ :- r��rf�I \ ti --1 ' m� , I �'3� 1 �z• �� ' x0
e� - Existing Water VerfWe %' / / .�_r; s .l _ r� 1�Ir Pn y/ / . / in y. = Proposed Water Valve ! / .% `�� - . \ \ .�� ., ,, �, 1 1 . ,IZ
= Existing Fire Hydrant , • y �i/ I ,r PwE ' , I= Proposed Fire Hydrant / .� � i+ �' , J✓✓ ►. { : . ' 1��� . I0(6.
I = Existing Sanitary Sewer Manhole . f/ �� / .�, / + O v t°'14 il
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Ci = Curb Inlet . • ' �1 �� • �� •! •
I I50 = Existin Storm Drain Manh ] ` 1 _ ' 4a� ` 1 D. 11000i10#0,01‘
A! r Zs17���� �� Q °4 ' ,r P�+E ' gN = Hi h Densit Pol eth lens Piee �tii - . - �� �1� -,r � � A• ��► 44, /, ilk 1 PYIE
RCP = Reinforced Concrete Pipe ./ , //1 - - � r•• ,G.:14114*(1C .fe,
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FES - Flared End Section . ,% . fig. R • ■ 4�► :if
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1oP l0' Pine (typ.) ,r 7 ----�-. !' r • - �� •,t r■ - / ..� � /7,:::ro--4:7;',4 *(
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Yard Inlet ` M i. �y. Ilk S / .' �' ' r!�iA��!�B - Junction Box __ _, / / i D ■■� �! "� � � �r� i. • Ar r`y i ...--;,..morifr: -..,..;,,%/141.-7.' ,',--,-,‘'.`:.,-,:; , :�4� e '• / ~./
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- � i , (. f 0S'DYNE , ENTRANCE a a r z �'
RIM: 370.78 Q ,r ,. - - . 1 �, ,,4•PINE I s; k 77 W
P2 7.1'W❑X 15.0'LG.C'9.5'1\'D\24" DEEP-CLASS„1„ RI PRA P �T4b. Q� r�• a - �- I r I A � PINE' ' .y,� ► ° d Y j f�
• 'yo ■ �. PmE 'ei - .r G.
35.0'WDX9.U'l_G.C6.0'11�DXIS" DEEP-CL�a55"B" RIPR.AP �s6 ',' 1r ,, '- . ''..7r i. �y ; 0 rY
-_ � A �x ..,- - - - I � ! �■ � CONCRETE WASHOUT � � �; �
i,,,
15.0'1L'D:�9.Q' LG. C'G.0'1vD IS" DEEP-tL.:�55"S" RIPR�P -- ,,,. ) . . ._,_,s
#5 5.0'11'DXc).0'LG.C6,0'WDXIS" DELP-CLASS"B" RIPRAP _ 4. / / 't1 )-
r\1/4
-_ -.�• .� - - 1- .•� ' ,,PIN 'r-
1,.6 4.0'WDX 10,0'LG.C'S.0'w'DX IR" DEEP-CLASS"I" R1PRAP '',.5;.)1 '''.'
n C/_ .,,,.- -..-. . .i.. zz----, ,930 - _ ---� , 7 ' „...it,
P�� y
C ' ,' x<
- + 4. \1110 ) 1 1 i" o„•,NE of! . A,...„.
V A Z
Offi I
z •n - n�u } 1 E /1101
oPNE' /TREEETION • PwE 'V4,. _ YYY" 'fee/ '4- "n4...N....,..„ . . alp li ... .ilitrnillO r'-'�pO '� �',�- �� Z
-`e- N a) / ° I 4CD"r /
■ 4 . aSIK .
' x� ilik\ r ' PINE ,r PAVE c.,y c, i L Q -
'a F` 14 DYNE `� l_I_I
RIPRP.P VELOCITY DISSIPATOR #4 _ ` 11111100,
1 �* , PEE _ w
n �� i
_� / ss•PYIIE 12' .H, N►N NA+A�
SEE CHART ON THIS SHEET _ , .t, 14 PINE 4 z
-.„,._ Oa/ ' ''.-------4,,N1111ii...- . / ___.--.. 0 1V PINE _ ,
'4,0"1" ...:';1177. ‘141 4, ---_... , .,--- i
.--' 1 0,Q,/...? , d' c6SILE: -- Atit" - -T--z-7-_='::--.: .-- ---,- -___ ./ la
_ � '2.Y RNE _- - -- - _- - ti •
1' - 11;141:P j ' -
/1E
,.... .„ te.,..__ sd.. ,..
yq - Po ,
'` 7 02` PLANE i _ __ ___. ' ' 'i'� ... o.o .,";• J
NAN AN ANAA
ii
1 N► gnu - Pic 11J
' "'' 2Y P+NE - _' -_ - - _ ',, ,5:PANE Z� ' Z
/ Lj - 7-' -' ,.,'.----='.-' -
/ /
SKIMMER 11"�1`�Eit BASIN DATA �� - 0,G _ ', �'/ f for I w
SKIMMER BASIN DATA - �} _� "!� / t Q
_ �rs' a / t CONSTRUCTION C'TION Q'
SURFACE AREA VOLUME '� . / 0-
6A51'N Nt], DRAINAGE 11]ISTUla93ED Q LENGTH WIDTH DEPTH HEIGHT REQUIRED PROVIDED REQUIREdRRQVIDEC WEIR �E1VIBAN.KMENT' DAM SKIMMER SKIMMER DEWATERING fin❑ . 1-, . W
1 AREA AREA 25YR LENGTH WIDTH HEIGHT 512E ORIFICE TIME ---- ��'
(ACRES) (ACRES) (CFS) (FT.) (FT.) (FT.) , (FT.) • (S.F.) (S.F.) (C.F.) (C.F.) (FT.) (FT.) I (FT..) (IN.) (IN.) (DAYS) l 4' g` _ s
t -_ / �' 1 Fc 41'Vhd B'f: Cn
6.5 5.5 20.1 116 58 3.5 5 6538 6728 0 11700 23543 20 .5 1.5 6 2.5 .3 ___ _ -_ BGW
ss
- - G4s. m ' I S ALE: Z
\ SJ�
�\ / As Noted
DATE.: tit'
o6-01-22 Q
10E3 NUMBER:
2000554 1----
{ ORAN NG KEY:
%� EC-1

J
L 7
"RAP VELOCITY DISSIP�ATOF2 # aP �l/ �� JoREFORCEDSEDSEE GH�ART ON TI_S SHEET RPP VELOCi TY D SSIP,ATOR #I ' a `y ❑ / 00
w
SILT FENCE O�JTLET�TYP� :� . I
Legend: LOD _ „ SEE CHART ON THIS SHEET 3 _� � �a1fY
IL
! ■� = Iron Stake Found RI PR�AP V ISSI P�ATOR #5Cp ' -- - ___. _ % I
VELOCITY* D \--.. ■
•rl�f = Iron Stake Set SEE CHART ON THIS SI fEET iiiiiikv.:16‘16:1------N _ -
■ F = Concrete Monument Found - -_ `=T:MPORI4RY DIVERSION SY�I�ALE#� �' _ CO I l� ]�( W
�ti - - ❑p SYNTHETIC MAT LINER o + ,may
■ = PK Mall Found r
° = PK Nail Set 4' se,
_ J
PKs TEMPORARY SKIMMER BASIN
- _ __ = 'Existing Right of Way �- ., •
- -- - --= Proposed Right of hay LIMITS OF •
i�� - - x �' 1 ve - 'r. V[7 es I�II P 9 y D I STURB�ANCE(TYP� " h ��r �.t `' /� Horrzont•4-- •v/b3 // ❑
Boundary Line 6
- _ Adjacent Property Lines not Surveyed �. `_�_ ,`' ,�� , , . •~\ � / �_ 11 IY
- - = Existing Setback Lines7./t 6� �� t- �� .1 1 x"�:, ', 'qc ,/, ' ❑
= Proposed Setback Lines 43 '�3c)h -= -- - - ,.4 _ _ 1, ` I . 1,, r - .GQ 20 WIDE ' II W ._.1 H
N
= Existing Contour 0 M .. _ _ �s 1 ! '� BUER - 1 11 E P
g TEMPORARY SILT ❑ li 4353 , , j ..? / I N (L
-7� - Proposed Contour ❑ i a. 1 j 1 5 ■■ �, 11 ' / 0
w = Approximate e Location of ExiStin Waterline FENCE(TYP} 1 Lj L- - ��❑ ��: , ;44
11 1 r ❑ H
fiWL 1K
= Prp posed fall Waterline L� �� �� 1/ rgas = Approximate Location of Existing Comas trine 4 + r ,� ,*. , _ L. �-
1=xlsting Sanitary Sewer Line , rl. , �� �� �, H +� ❑
X. 1� 0 7
8SS = Proposed 8" Sanitary Sewer Line 1 ❑ r- r ��. N / �- °o °4� ❑
- - = Existing Easement RIPRAP VELOCITY D I SS I P�ATOR #� a �� MIN _ , f r �/ tj
-- Proposed Easement SEE CHART ON THIS SHEET �� �_ _' ~PIII��T �� - AP '40 '-
❑NU - Existing Overhead Utility .� - ---- ---- - - _ �4 i - �r� . -- - - % 4t]
usu - - Existing Underground Utility � ��"� \ -- '� _ - - f - 33 4..3� -
Z
- 9 g y RIPRAP VELOCITY DISSIP,ATOR #2 VVIIIIII•"--.
- �� + ►'�" __: -� " ���� -_� -; - �7i _ ,� ❑
wEr - Existing Wetland LlmltS /1 0 -
-x -- -x-x-- = ExistingFence - - _ I� = w
SEE CHART ON THIS SHEET �� - _ - ss �, ,�- �V = ,5•pNE
- 1S PIIIE
-}( x( x( = Proposed Fence .I l - - _ -- - = =_ �'°•'�/� III-4 /
43%
4S5 = Proposed 4" Sewer Service __ - - - --_ ' :'�r ME
7Yyl� = Pro Proposed �" Water Service TEMPORARY DIVERSION SW�ALE#I {� .` ! _ - �. -.. A ►
P SYNTHETIC MCAT LINER _ - _ IZi`) --
LOD = Limits of Disturbance -- _ --- - . / r i / 4. • E ' `' I Cr)
g - - Proposed Silt Fence ❑� i __ --Ili, - �_- =-_ ',0 /' 7 �f r=�a� f 41`
Tp�->-- Proposed Temporary Diversion __\ - ,�� [� fl W
• • Existing Stream Centerline 'f --V ;�-- - J I } 'r � I Z
:\
Existing Sail Road �ti1 ` _� --__ . \. :; � - ' f J / �,•P, µ /".,
= Existing C�rzavel Road /./
� -_ � #, les - 4` } t z
r�'�� = ExistingLight Pole r Iiii* ` �1L W g0 = Proposed Light Pole / �/ z.;f , 1 ^,r,.a:=,P �°°P LL1
Lur = Existing Utility Pole TEMPORARY INLET . : o� ,, �� L ,- ,�,+ ///
/
Proposed Utility Pole a`�` r , ='. �:%0# `�: - ---- - - - r f1 � y� I
tit = PROTEGTI oN�TYP,} / , ,
ExistingWater Meter f 5s / T'* \ •��� }
= Proposed Water Meter ! �i / r r _iy . S, 1 ! �, ' ` -- _ r �. D o ❑
- Existing Water Valve /r ' _ �------ _+ �V \• - A • 4 ` ❑ , , 7 1 2 U-
m = Proposed Water Valve \ 4,�r / --'- -- • •
. \ - I ' z
- Existing Fire Hydrants . r } Z , / :G'i�•� .....:\ _ \ ION , 1 , r ,r PIIEF ' 1 ❑
:/..
- Proposed Fire Hydrant r / i �j - ��� - \ � \ ) ' - - ..
( ) = Existing Sanitary Sewer Manhole / " / , ett":°\4•40::: V:',1.'/:...:::_..:..7
, �r \ \ - 'Pro o5ed Sanitar Sewer Manhole p sy / `�� + \ \ �� i 11� /f ^ � ` . Z1 _ P y V / / V ew, ' /� - K 1 , ❑ ,Y PRIE �� ' E
LLL:::... - Existin Sewer Glean out t % / / • C�� a / _ - - - / - ;'•�! \ / ��- _ No
�- = Proposed Sewer Glean out ` r - .� 0" If.'r . \ -� ►f _ _ - , ma ' jY -�� _
Gurb Inlet ! . r + L' \ , .1� � _i I�J = Existing Storm Drain Manhole . /r ����, I '�.y 1 } �l�'-
CrPilE/
P - High DensityPolyethylene Pie . ' //if
r • r ��� `� - ,�PHE a- _-,46.•. NO ' 1
RCP = Reinforced Concrete Pie / ' , �� ��`►r ;� • . Yr.311V-
+ leiri
45:74411P:)111
Q❑ °• , 4 l• FEs - Flared End Section p �Ei ' b ,`� f#r��r ,0 . F r� �� 1Ow
,�z�AHE ' �..
-1 776-00 1 = Proposed Spot Elevation ._ 5� ! r4 ��r�'r`t`r w� ����1 • v ��` � ! =I ' sz��WE *0 '1DP - I " Pine t 1 cT _= 1 AI ■► �� �•��' / �'� .mar ,� �. /` % , 96�IMiE h 1 O yp,) ;� _ I. , / •�'_.�v�'�'�, �sC�` :::
��ei p J . /� I �_ __ ^ y d� y J�
= Existing Tree to be Removed Syi� � { 55 / �„ 3. 0' �e,�� -.. r ' ` _ ` �� / ,❑ ,� PINE "� 1 `'��Cr = Gurb Inlet � ,, . ' �', �� •' �� I. .� �+�r '� �,� ,.PNE '
•��_•_� C WPIIE ,GI = Grate inlet lji `... . ! �. ` '� , �� I � ` r r' . .-;- Yard Inlet 'r6 ,.. rt41/4\Is\Ilrop......
Vow ��� 'r � 4 rr rrr 3 r 41}�-. `' '�. ,/ 'I / I H
J9 - Junction Box / �` IPA e■ _ � -� rf ,r' ��� ' i `'' i *`'
-' ..., ._,, ._ --,-, for,,, . ,, ,. ill
•
4-Y 2:/
/ �y ,� . - 11\14:•:: ,,.' rrr rrrr .r''�;' : . l 's,,' it it .• -c• cc Cl �7 �= ,ry;\\."1" *"......:.
j Y 14 •�� �,1 ! •, . ' •,' i �'a ' `'J_! r-' ``r'� hh ' •1 r ti''' oo �{i`r' ❑
.-"-"----, 40
e.
• / •TX
RIPRAP 1F[.-C]CITI'DISS1Pr1 TOR SIZE+'_ii.1RF 2 -' ) a� ��� - - ( �r • • �/ 1"fir ' .. ate -. bn w W
lk
Sri _. 11111" A� _ D-
I 7.sw a x 20.0'LCa C'9.5'W a x? " DEEP CLASS"i" WRAP P °rIr ns� r � ��� �� 1 0 ■ h`� TEMPORARY GRP,V EL i
O7 �+� / �� P / CONSTRUCTION
.�, I
" _ • w
'r? 7.5'VV D 115.�1'LG.C[l. 'VV'p 1?4" DEEP CLASS"I" RI PR.a P SS.�(�; O - . "�►11111._ . r PIM e ° ,ti CD
s I ' -_- - - l 4 ENTRANCE 1 4 H
43 5.0'WD`{9.0'LG.C 6.0'WD k IS" DEEP-CLASS"L3" RI[RAP RIM: 370_78' ,e- _ ' ,� P . ` = . ' 3+•P
4 ..51WD\9.0'LG.C ..0'\VD\ 18" DEEP-CLASS"B" RIPRAP ' I Sc 7 ��.�. .�� •_ ' / / et, piNE 17\.
[► P,1� ., miI �(] "' 0
= ?s , mil,. �� r, , = . y �. h
�, a'\' D x 9.0'LG.C 6.0'\\ D IS" DEEP CLASS"L�" RIPRAP A 6�� _ _ _ - / / ' CONCRETE WASHOUT
i3 1:C1'1•V'U?i I{].C}'1.Ci.C S.i.}'1'�'t3\ 9 DEEP CLASS' i" WRAP ' iiiii)
' `Isc PraE �.' r 4'r 4 / .zz'
�yI4/ �I +�I�EPt
iliiiiii
--_.., . -rj - --0/
wall
_ ,•' PINE - - •� _. - �' 1 }
‘444.%)
• 1 / 1 4. ...-i
ow br,,,,i. ,V /
1
E /
Via " - may. PII1E r � _ 1 ) 'NV/OrP
M 1�=, \,...aSikI
1
I /TREE PROTECTION 1 +�
FENGINO(TYP) _ 0- °r�+ If P1N Allir i 0 *� 4,�; -- - �a, 1 Q,,.PPE C
' N. lb. 18•FINE _ - �, i 1 0 _ •. W FINE ' 714.*
1rS E AIL L.�4 1 -- 1D•PINE����-� -- -. , .I I' '' ! ' • I �r Y+5 10•1. 0 EL... y - _ - - / 1 t r•PINE 17 RUB I LJJ
_i • PINE .i i � y� (IH 11
RIPRAP VELOCITY DISSIP�ATOR #4� �9 - 41 1 , �`� 3 ., 0 �T]
1 •
z
SEE CHART ON THIS SHEET i )00, . * 1+ Ptl� ;95pE_ 'y� �'Y '
%
7Y WE •
aae. • r ' ■d 1 ~
=
- =)i9 .•. • ■ _' LBl L 1 - I--
,-- . ` 7y F 1 - M E • Y P11F �`rr' -22
4 . % - -i= _ -} - _t1. - - _ , - - IX �
I e . dP Oy L ] RNE .k` '• 4" f 0. _-_-q _ - - o .. a •--, - ` , e -
4.NN, _.
.. ,..,,
,r)-,� T •... .C' ';- ". - 0
3S PANE � __- .x� . :iP / •� '�f � t -J
-_,:i7 .i-• A .....T,-,„ , ..„--.-- _..--,,,,,,,,,,,_69 -0>-'-----,:pir/A il
i?
07. r 0 kr Z
/ •
0
v ffffff������ L1 ,r P,NE
i \-:'-'''l-fjf) -_0,1,(i ,..
/ ! � - on"PINE - - - •ti.' lil- ( -•
- �..•,.���Jll I .r
CO r _ _ •
aPwe / /J/
1 18b I�ELEASEI]SICIMMER BASIN DATA I 1 Feet Ci
11-1
i -- -- _ -- _ ' I ,far 0_
I r ❑
ISKIMMER BASIN DATA - - ^ - / , ' ;.
_ ?, �� r CONSTRUCTION, fy
SURFACE AREA VOLUME - - - -- - S t '
BASIN NO. DRAINAGE DISTURBED Q LENGTH WIDTH DEPTH HEIGHT REQUIRED PROVIDED REQUIREDPROVIDEI� WEIR EMBANKMENT DAM SKIMMER SKIMMER. DEWATERING -- _S, / >< W
1 AREA AREA 25YR LENGTH WIDTH HEIGHT 5IZE ORIFICE TIME _ -f_ 1 -- _
(ACRES) (ACRES) (CFS) (FT.) (FT.) (Fr.) (FT.) (S.F.) (S.F.) (C.F.) (C.F.) (FT.) (FT.) (FT.) (IN.) (IN.) (DAYS) 0 : a �� H
1 co L7n? "rJ�l :P7' L�
6.5 i 6.5 20.1 116 58 3.5 5 6538 6728 11700 23548 20 5 1.5 6 2.5 2.3 ".f -- � ❑
1>3'z• S'' _ rw
S,,.AL E- Z
1. As Noted
CAA .:I q! 0b-0�1-22
JO NUMBER: -
y
200053�i- �
r7RA1,1ING KEY:
, - -- - - EG .1

N, ( ,
. , f,
Legend: UTILITY NOTES50 100 <
•
A/Pr - iron Pipe Found ��_ ►1 � I T Feet I
jj j W
•IRF = Iron Rod Found UTILITY LOCATIONS SHOWN ARE FOR GENERAL LOCATION _1 CZ
1-
' •GAF = Concrete Monument Found RURPOSE9 AND COORDINATION ONLY. THESE LOCATIONS ~' i
A = PK Nall Found ARE NOT THE RESPONSIBILITY OF NEAL SMITH 1 1 L `, /
• PASo = PK Nail Set ENGINEERING, INC. \ ■ -- "D Q] `� j `t]
— - - — --— Existing Right of Wray l �' \-1 �}
= Proposed Right of Way THE CONTRACTOR SHALL CONFIRM THE LOCATIONS AND L_ ` J
SIDE OF EXISTING UTILITIES. .�'� j <
= Boundary Line North (� ``' I' '
-= Adjacent Property Lines not Surveyed THE CONTRACTOR SHALL COORDINATE THE RELOGATiON �� vertical-NAND 88 rthSi [ / \ / z
= Existing Setback Lines OF THE ELECTRICAL SUPPLY LINES AND SITE LIGHTING � Horizontal-NA17 85 Q� ° j ' Z z
= Proposed Setback Lines W}TH UTSLITI' OWNER. O
° o
------1rJD'- - - Exfstin Contour : �C .� Lf?
—700 = Fropa ed Contour ��t l C ;"`..� 1 IS
-
W = Approximate Location of Existing Waterline PRIVATE SEINER ��Ib I / ,/ 0
Q- 0
141,
BWL = Proposed 6" Vraterllne z }.
- Approximate Location of Existing Gas line REMOVE GONE SECTION AND Q+QQ•OO 1 % / W { J
SS = Existing Sanitary Sewer Line ADD RISER SECTION TO j ' "' = i Q
8SS -= Proposed b" Sanitary Saver Line RAISE RIM TO 3-ib.00' '
- = ExistingEasement h ' / a
(ADJUST TO GRADE} ' /❑ ' IciC / i'
--- Proposed Easement SSMH �` ,' /'O r �`-� .:.n' 5° 20' NIDE ' / 1, J 7
oNu = Existing Overhead Utility RIM: 373.50' SSMH 1/,�0;' BUFFER ' J H tn
uru = Existing Underground Utility INV,: 3S�.,v,4 �,' .�'' i 4 -: • /1 '
WET = Existing Wetland Limits RIM: 374.84' /ci• rJ
NV.- 3�q.�� i I z
--Y—x x— - Existing Fence �� �
X X X - Proposed Fence 50 LF 4" PVG_ \ 00,' y,; / /
4SS - - Proposed 4" Sewer Service b" S5 GLEANOUT(TYP) \ .' /'0• sc� scro ,' �ICZ
2WL Proposed 2" Water Service A }� /_x :' ` / /
= Limits or Disturbance - 0 r,' PROPOSED ELECTRIC SERV�- p / I 9 I( Q
` ',,, "''-: _+,_ TO BE COORDINATED J'41TH THE /
$F = Proposed Silt Fence GORE DRILL EXISTING ■ ik GREASE TRAP \ __ �' _ ,, �� ,," UTILITY PRQVIDI=R / / _
�p Y = Proposed Temporary Diversion 1`fAN!4ok E FOR SERVICE GE CONNECTION __- - !.,..y�rf� �� t�- � 1 / ' / j
REMOVE GONE SECTION i 1IbLF b" PVG \ __ s� ".:� i��/'' - . Q,8 ' i h
4 •= Existing Stream Centerline _ J 7 _ = ram: r
Li ,
AND ADD RISER SECTION TO EWER SERVICE-� Q - *w.- s._ r """` / ^ W
= Existing Soil RDad - _ ff-; =Y�:: a.r
RAISE RIM TO 37Q.5O' ■ __ 55.koo -- - r } -G`►�;;; ° 'P �' °� 1 1 w
Existing Gravel Road - _1? `
g (ADJUST TO GRADE} s _ �c ] Z
0 - Existing Light Pole D Dd- ' �' -4'4%. ' ! 8
= Proposed Light Pole __-- 1�k ' rt r �,■ • L! z+ +a::4 ....f /H I z
• i Existing Utility Pale IA - ; kr��• -
,� �.� 0 ' ��,Y..E `f ►/2 r 1 W
= Proposed Utility Pole 22LF b" PVG • `� �� co.vw,
• P/
1' D i W1 = Exfstin Water Meter - Q� ��' v d I ' I= Propaed Water Meter SEWER Si=RVEGE • • � I . /��> > B�iLF b D.l.P. FIRE LINENOM) ,TX = Exfstin Ykater Valve ! - "'e z
�+ = Proposed Vdater Valve • x� _ �' y'- ' �` +' I` 74LF 8"D.i.P. f=1RE LINE r mai.oicoI / ' o0 = Existing Fire Hydrant 54LF 4" PVG • ��`� '' �� b" PLUG AND / r,- 'g `,, 'y LL
z
0- = Proposed Fire H drant SEWER SERVEGE j r �� j j,l
Existing altar y r SS1'-'IH �:' QD, i }-11:
` �,.y'�' r BLOW OFF ASSEMBLY ry � .. i I., Q
;J = g Sa y 5ewe Manhole Riivl: 37�.78' . 5`• 4' \ n Q' ' .. , I• Pro used Sanitar Sewer Manhole +y114 % \ ,raj ; 1- P y INN. IN: 3��.1�' Ixx /• �, ■��� + �, I �,. /
o = Existing Sewer Glean out ti ;' �., y . 4�!`{ i5.9� 1 SANIT?,RY r-!0-- = Pro osed Sewer Glean out INV- IN: 366.6-I' j.' 41,,. - V �+ `` `� � :r 5OL>r 8"D.1.P. FIRE LihIE FOR 1 1PCI = Curb Inlet -•'-.� INV. OUT: 565.S5 J 10 �� -;r ▪`�� ., ' \ • Q•-��r. �� fI Zi-U2c,"
REUSE �C7�"r SE1FlER0 = Existing Storm Drain ManholeI y ' 1 rr RrF MAIN'"/0°;' • �L'`� �•''��� 1� -FUTURE / ,�- ,,
HOPE - Nigh Density Polyethylene Pie i`� • ��� F . • ~
RCP - Reinforced Concrete Pie • .' '•P'' �+ .. , ! r,_: = -
FES = Flared End Section ti j I`r ra / Si ,, � P I L -�''' - E-8 TEE Q - w, �`j ;' : `\ '"__-- - z
-1 76.00 I = Proposed Spot Elevation r ' Q, f17 ■ f . •r I 0 i,.� 10x1 8 GATE VALVE Q r • ���oP = lO" Pine f 4� Q �� �. . ,�►. &° _ =- ExlStin T p} ��`'f \j't ` �; �� ��.. ■ ��0 2 WATE 4ER I► Y:,,.,• '�. ■ n:-1-8" TEE / '` '' .. -ree to be Remove / rg d •5� fi �4 � ■-��r� ■ 1 ■ �� 1 •, K, ;� x �+,, i b_` GATE VALUE `- i K
',/ r �I• •J , I-8" TEE i� [ ,,= y ;�- ti
mob.. ! 7›,'*\ �,l7- _ rl4� -24LF 8 D.1.P. FIR)= LINE-FOR I � ' li. ,, j i ? '2 8 GATE +►� FUTUREUSE pp,".-• - . \fr.. -1,,,,,iy _,,,..- „or
x o' \fp r:• - "R ♦I/ ''% •. ' _ ,I , 22.5° BEND - Q•• / i `�/; f' � j ' .fir. / _ ; o�i'
X): ', PROPOSED GAS
Do-/- rT 0' .:. , - .°41:'-': 117; 44 1\4 r+ :�n- 4w - '- % �' . SERVICE
��' ySi ; '? nw •�� ..'/J,k �►.` -.-_ �p S`?/ / TO BE COORDINATED WITH THE G t. Q
I r+08.15 .' x-, ±�s �' ... % ��. �J 1,,,,,,........5".„..,,,,,,.....?., :::::".",..-•
, PROPOSED I.:' -�' •��' k6.2Q UTILITY PROVIDER ; -� ke, W
---I- \� r '*f- ,,� a:? _:: Q r FIRE HYDRANT t .� `! V + a q���] n, ",
r ?Sy r,.° - r. -�^ !�Q Q �, ' , �' '• -FI RE j / 1-8" GUT iN TEE �i al ' `'I °�,oQ�.r �i?:!Q0 rrrx +POP " ,r�x , �,- .4'''-, /► 2-8" GATE VALUES .�'� �- a nQnII
.@'8'`-• �.-� Q - '_ et"T• ,-p6 - , tt- '°49 0r '� 2IbL1' 8" PVG DR 18 'il a G
RIM: 370.7E /,X o ,Y ,�o,u, i'. .* i � ` i 1.25° BEND ' ,r ' �' fi �+ c C
_ \ �,,-.!h o "1�j Q,rma \ ;rlrt xa ,Y + ''- }; WATER MAIN
I: �%�
4 3Ss�d- ".'n tip - r +f - j N. `` i / r / 1 PROPOSED FIRE HYDRANT ASSEMBLY' F. °: �,
ow,.E - ,� p ' �;: '� I GUT-IN TEE FOR
ii - 9 _ a�� 'r""` Q y, ' , .cam`+ I r I / FIRE HYDRANT fI�1STALLATEDN z
'L _ _ _/ ° k
j,!-% ,t �?1..,w. 45° BEND I�l •$ Q� "` •/j ' �8" PLUG AND
�. . ' Q i ,. py, 1` !�` II z I ,; ir'..� `I �` 2" BLOW OFF ASSEMBLY I
,,,......._
PROPOSED FIRE �►:-. ! I g. •1►�r,;,� IbLi= 8 PVG DR 18 P I f1
HYDRANT ASSEMBLY-
"-, ?=:. i 0 i r :' _ -+f' WATER MAIN hry ' . Orr / / I
,IS ,
. .
i: I r•-r-„ 4%0 ---illei Ql.-=:: .'.7 / I orsir„,01" ir PurE / :1i` 1
\ o `-_ ,�- / pry rJ� /././ .1„../.
,v, : R ,, z
/ /
10+ 0 • GUT-IN TEE FOR ,, -- _ Q,p F,E • • ••Q +'' .
FIRE HYDRANT INSTALLATION
I-; : ;�„E ,� ' � F� •/ 1. Z
/ 7 �1-12"x12"x8" GUt'I Q ' / yy / ' ` I =
I-43" GATE VALVE r _ � 1 / I $311 - 1-
/ / 7 f-12" GATE VALVE ��_ j Q,. Q' 5 I ' ' / D6-O7-2
/
/ IAPPROXIMATE LOGATION OF y - ""' • / / if l
EXISTING 12" T R MAIN js- h' �, .,,'t j"�`..,c• J
_ y -
js
� _ �j_. 1� jjy
26'46, �/° 6AGKFLOW PREVENTION NOTE o
-� j ' sr-F+?r �ider,tial properties:
RELEASED
�+ ,,•The backflow device shall be installed according to the NC Plumbing Code within ten feet of the meter CZ
_ _ - j_ for EL
_ ,-.:.;; , on the customer's service line. Any water meters for service lines, in which a backflow device are 0
CSC ., --- _ required, will not be installed until full backflow compliance is assured. This includes proper installation, CONSTRUCTION iy
-T" IAS . __ EL
9t7 a, tor, `i� testing, and verified reception of testing data by "BSI Online" from back flow tester. Contact For BSI w
iz 4C�e ❑nline Fax: [phone], Email: bsionline 7backflow.com - _
For Commercial properties: leCw
The backflow device shall be installed according to the NC Plumbing Code z.nd within ten feet of the Z
meter on the customer's service line on all new developments where applicable. Inside building BFP's AS Noted
are acceptable when meeting the NC Plumbing Code and proper drainage is available. Any water
meters for service lines, in which a backflow device are required, will not be installed until full backflow 06_0-1_22 fl
compliance is assured. This includes proper installation, testing and verified reception of testing data by - - -Jo u:ut�ai : - -
"BSI Online"from back flow tester. Contact For BSI Online Fax: [phone], Email: 20005j334 11-
[e-mail] :AKA!-IINry �rEr '
kit..............------____.. - - - - - - - - - -
_ - - J . GU-I

J
r
W
DD.Do r-..\
Legend: <
6 in
•IPF Iron Pipe Found W
to
Iii
�RF _ Iron Rod Found
■air = Concrete Monument Found
• = PK Nall Found T 18 RCP W
opts = PK Nail Set
— — —— = Existing Right of Way / -
J
= Proposed Right of Nay _
-- = Boundary Line 1 1 1 / i , N EXISTING GRADE -. � -- I � � z
— — — — = Adjacent Property Lines not Surveyed
- = Existing Setback Lines I 1 z
tY
- -= Proposed Setback Lines Z
- -----70a'------= Existing Contour . /, I t � W p
- 100 = Proposed Contour - �1 Z
W = Approximate Location of Existing Waterline EXISTING 8 1NATE R pi [i z
6WL- = Proposed (" Waterline MAIN H
Z J
Approximate Location of Existing Gas line � W 0_
ss = Existing Sanitary Sewer Line = Z DI$55 = Proposed S" Sanitary Sewer Line AI >
- = Existing �A Easement -
- - = Proposed Easement I
I >
Will = Existing Overhead Utility N L!] -
uria = Existing Underground Utility I I 0 ---I
W E r = Existing Wetland Limits co I F- Z
—x—x—x— = Existing Fence
]( X X = Proposed Fence 0 0 N I
¢55 = Proposed 4" Seger Service + Q
2WL = Proposed 2" Water Service m I a
G c�
? u-.)
- = Limits of Disturbance 3O.D � - 11--
C Z N
= Proposed Sift Fence 0
Tp— = Proposed Temporary Diversion r -I
• •= Existing Stream Centerline � C m
= Existing Soil Road ' ., Frim W
- = Existing Gravel Road ,
I') = Existing Licht Pole j `.D
�C� = Proposed Light Pole
\ Z
= Exi Ling utility Pole PROPOSED � - - w
= Proposed Utility Pole GRADE �-\ `,,7j a, _
0 = Existing Water Meter \,F '�
i-
us- = Proposed Water Meter ,�G �; I
= Existing Water Valve �.,� 0
14 = Proposed Water Valve \ o a LY
rp = Existing Fire Hydrant
Iv = Proposed Fire Hydrant - } 7
Z
(3) = Existing Sanitary Sewer ManholeI \1CO CO p
= Proposed Sanitary Server Manhole : ' - Q
vJ = Existing Sewer Clean out
N
!- = Proposed Server Clean out > f l +
GI = Curb Inlet Sta. 10+00.00 _1 m . aReir 1MaijW EHtt - PCC�C�V��S Vde'M `''� !i-Li-
HOPE 5 = Existing Storm Drain Manhole FTl a= High Density Polyethylene Pipe 1 — TEE Cpi Scale: 1"=20' Horizontal ; ;
RCP = Reinforced Concrete Pipe „ > Scale: !"=2` Vertical ` >' -��. Z
2-8 GATE VALVES .�_
�Es = Flared End Section r 1{ ir-
- _j 77600 I = Proposed Spot Elevation C ��
1OP = 10" Pine (typ3 m 1. -
X = Existing Tree to be Removed
' —21SLF 8" PVC - K
�L+ o� — �! DR-IS NA TER IN
1►
Q-,
I l ❑
UTILITY NOTES 0° °° �;
_
o
UTILITY LOCATIONS SHOWN ARE FOR GENERAL LOCATION > +_ L' o j
PURPOSES AND COORDINATION ONLY. THESE LOCATIONS
ARE NOT THE RESPONSIBILITY OF NEAL SMITH m .Z Z ii
a ` s
ENGINEERiNG, INC. C C)
Y W
4 m
THE CONTRACTOR SHALL CONFIRM THE LOCATIONS AND I- an ,i 0
SIZE OF EXISTING UTILITIES. C V) ~ Z
THE CONTRACTOR SHALL COORDINATE THE RELOCATION Fri
<
OWITH
THE ELE OWNER_CAL
SUPPLY LINES AND SITE LIGHTING I I 1 �� 3 I I i t a I I I 1 ! .
WITH UTILITY OWNER. 9 .0 I .00 II .00 12 .00 1 .00
,....__3SINI
..,
,._
-,.
�e GOLF 8 D.I.P. i_8 PLUG .��
, 11
1'F N " ?\ _ -- ....) _,-
P
[ 1-2" BLOW OFF I� * 9ki { S E A L w
ASSEMBLY I 149 t ! _,- w
i 1-8" GUT-iN TEE „oil z
'- 1, f @ * I 2-8" GATE VALVES • .,' ' +f'= z
�_ *03 r e I
`--, ..' I (c , 0
\\ . —1
CO North I
at
:4roe ..� SSOLF 8" D.I.P. 1-8" TEE F. Vertical-NAVP be) D&-O
hf, 11. - •.f'r r0•iF._ -- _ _ F* �1 40004 - g p�r� I Horizontal-NAD a� : I -I
55��. J
1 D+DD.0D k �FI �_7/ �' a �' I-8 GATE VALVE �'' ►�' C " .' ,�p�tiF,,•
��'; �: � — D � J ' ra!3 % 11, ,lily �hA Sn�fa/�7VlS' ��AA�� Z
*•► r 1�� 2-H 2+ 0 o z``o ao
+'� Y �� f 1 Feet U—
*fir .' . ._ 0
*� :� r/' \ I0+50. I 1 .00 1 I+50.0D 12+0 0
s i BWL swL 8WL 8WL a s RELEASED
*FG Sl IFFY GU-2 e/ / ... r {�1ATGNL1hlE I f
- 8WL 8WL =VVL i .F4 gym { crl ❑r W
--_- 11‘,
CONS RUC 'ION' cz
iP ,Iy -------- w I w8„ TEEN �,� a] Q .. LLI
J
' i I -8" GATE VALVE i.
Oa 4(9 . 1 ,10,.---- ifif
J cipit,c,* . Ii Q �1/- - ~
�R C*; ` -�� t I tin I N Dr�� �_
Z
00.---.1..
, .
© , * * r, *.� ` * SALE:
* (D ''`. i.- *� I•
�� I-8" TEE * AS Noted
l
* I-8" PLUG
J *� - o * 4v * 1 . .. * , 2-8" GATE VALVES `"\ % Q
4 IF CD *I 1 ,, �- 12 BLOW OFF $ p"'� ��,� - I-FIRE HYDRANT ASSEMBLY
Obi 0 � `n
*Cfl �f 1
ASSEMBLY- 2000534 I-

C
r 1 W
�Si
Legend:
•IPF = Iron Pipe Found
11F = Iron Rod Found
•cww = Concrete Monument Found
C
Z
• p oun 3GO.O•
a PRE = PK Nail Set
— ▪ Existing Right of Way EX I STI NCB GRADE W T)
Proposed Right of Way \ 0 -i
= Boundary Line d Z
11
= Adjacent Property Lines not Surveyed
- - = Existing Setback Lines
LL
= Proposed Setback Lines Q a
---------foo` - = Existing Contour Z
- wo -- - = Proposed Contour
W = Approximate Location of Existing Waterline r } r U a
6WL = Proposed 6" Waterline 1 I 1 Sto. 1 3+77.65 §
= Approximate Location of Existing Gas line PROPOSED 1 -FIRE HYDRANT ASSEMBLY w IL
ss = Existing Sanitary Sewer Line = Q
8SS = Proposed 8" Sanitary Sewer Line < ORADE -
- - = ExistingEasement
- -= Proposed Easement c) T }
r?Nu = Existing Overhead Utility C`- -
I IL
ucu = Existin.. Underground Utility
- w E r - = Existing Wetla Limits EXIST I NCB 1 �� WATER
—x—x x— = Existing Fence IMAIN
X X X = Proposed Fence
-4SS = Proposed 4" Sewer Service IS" RGP S ❑. 14+09.43
2WL = Proposed 2" Water Service n7
1 8" TEE
= Limits or Disturbance __
g = Proposed Silt Fence rl 1 -8" GATE VALVE `�
m—>--= Proposed Temporary Diversion r ()PF_
• •= Existing Stream Centerline V } W
= Existing Soil Road W
= Existing Gravel Road 4P 11�} pr
Z
= Existing Light Pole 380.0• - - - - - ` Tti7
'� = Proposed Light Pole I Z
= Existing Utility Pole I W
= Proposed Utility Pole - - - U7 i =
C = Existing Water Meter I i 10 �,
= Proposed Water Meter co - I A
69 = Existing Water Valve N 0 o o
I+ = Proposed Water Valve ]C p [}� C17 N - U) �' 'f' CZ
0 = Existing Fire Hydrant 0 > + \\> 10 I I w W
II' = Proposed Fire Hydrant > N 0 as a+ - co 0 0
= ExistingSanitarySewer Manhole I m x P + •
fTi
ilk = Proposd Sanitary Sewer Manhole 03
C O 0 n Up + 0 m -
o = Existing Sewer Glean out C 0 + m -� r_V
= Proposed Sewer Glean out - C C) v E -i i� Ci
CI = Curb inlet C a
SD = Existing Storm Drain Manhole I rLID C
HDPF = High Density Polyethylene Pipe 0 > ►
RCP = Reinforced Concrete Pipe C �~` , , I
FFS = Flared End Ssc tlon 4ISLF 8" PVG + Sta. 13+66.50
ONti- -1 776:00 1 = Proposed Spot Elevation m
'OP = 10" Pine (typo DR-18 WATER MAIN m rn 1 -2" WATER SERVICE 'Water �1�1
�( = Existing Tree to be Removed m �1"IE1��� � o -
CONNECTION �C�� �C� Maw _ ----_ , H
Scale: 1"=20' Horizontal �c, �` --� 1-
t es Scale: I"=2' Vertical _ -- -- �� I
0
U 2
UTILITY NOTES
ti--, ,.,
UTILITY LOCATIONS SHOWN ARE FOR GENERAL LOCATION fi
w
PURPOSES AND COORDINATION ONLY. THESE LOCATIONS 370.0 u ! IARE NOT THE RESPONSIBILITY OF NEAL SMITH
•tis � tc, E▪ U
ENGINEERING, INC. i e
ME CONTRACTOR SHALL CONFIRM THE LOCATIONS AND 0.
SIDE OF EXISTING UTILITIES. � y � � y cz
F ! 1 I i f I I i ! I ! I I � h
THE CONTRACTOR SHALL COORDINATE THE RELOCATION I ! W
W..00 i i A0 12 A0 13 7.00 14+10.00 4 4 ' - �7
OF THE ELECTRICAL SUPPLY LINES AND SITE LIGHTING Ci
WITH UTILITY OWNER. Z
-----.-____-....- . kl) ‘\v' k:: )-
\ 0,04„, 1 i 4g* ----"- --*'------&-r° i . .. 43
, \ ,--‹ e • 6)
\ so \ 4.*CO' Ir G e ,fr. V--,. OM / --....„:„...0aw
'°v* -----.-------.41 ask
_,
- v
1-I2"XIS"?C8" TEE , �4'' 1-45° BEND @*# 00 1 - `� �► =\ors `j
rty I-8" C�,4TE VALVE = ,. ,. *' @@WI �- �� ! s �
it
C*#.4
I I C��4TE VALVE f/ ..,,,,_ *Afr 4, 0 v
\ I v., ** ,�ii\_ *# ./L9 Arlf „„,,,..
,. el*
e, es* yr
al 9 9
.,--- .010 \ \ \.,
\ir /....''.....' \
j - szo' -- ` r gyp' .../,
' \ , -11�$ I go . --.� \:, r \ r.
���� *6'. @#fg .a� , ��. 1- " W�4TEF2 SERVICE �,� •'e` . .' ;' ts z
\A/ *° 3 \ �, \ \AV'
O� �, ``�' ttlz �' CONNECTION l'-I
118%.N.s
.,44046,:[5\.,,,.
0 ' - / 741,g17........._______0.0o ---- - -- .... ...„.. • A S.116,''- *
-'wg0\ 0 \ t \
----------- ---- 0 ,3" 'lit.-:
_,,,,/ ---- --.. ------ ---- ---- 1‘N.,- @ ti ,- _....1.-- IIIIIIIIIIIIIII4 et* * Ir'ilkiN I-FIRE HYDRANT ASSEMBLY T.,,� ' " ,�,,,
\\
4. 11) \t �r�� [�� ` — �y +I GJ" a # E+J# Gip :01
1 �._ ';3se�i - assF� ' I I
14+lici
iumumiiiiiireses
l C 3 1 — y @ ram` # vJ@ �d
. (9,,0-.. CI 66 _fi,
\".'......................................'
0005 1, Ali.- 15' ---....,...„..._
. n.../4.,,,, iii 4 ,,,v1F1
di, 1110A'' ,41;74, /
, k , , / RELEASED 1--
\ - \
Nr
:=Ni/-= szt st ,y----c
,_ , 4c . -10111100000v- L
'v ao _ - ,'! # *� tri.._-_,:,,.--- 1-0"
%3 far a
' 01? * — �� 1 @'�` TEEo
--------\ \
�� tY41'e �FISLF S' 71.,,,,.:'
G DR-i8 - g�0 0 - ,, � ,! ± ��15 ' ri�'T C�?1j (Y
'� �� - oa ', 2-8 GATE VALVES 0.
l� Oo.0o ! Cr) 'sue 'd, 'F @��` # r,� - —Z►+tB� I3+5p : It�kQ _ -i ;
all
,11 A.---
eret
8114:74: -------------------- ____
,ir 1::) c'\
North ,, 153 a,' ,o 1@*!�' 1 - _1' •� ,y . ` T r� Tara r�l'; `�
c�3A_ 1. �r�.-al l " , �J — —,
Vertical S8 _ - ' @ `' — — 1 f
Horizontal NA>7 S� �� PROPOSED FIRE HYDRANT 4+ ® ' * `� 1-I I.�5° BEND - - - - , I i-' BG :
��� 1 \I l { f. -
et* v.- .0 -\
' ' I�1 * ' f/ ;� AS Noted
��3 *�@ @'!` �� * ;' :e2itilitr
\ col\.
1a� 1_8t} C��4TEVALVE cy
» ;E:
\ \\ NA
If' aimil '1 e. # ** BEND * �oB M� - toc3i:1 .
20 -40Feemumultt~F�� r:� @ * BI-' _
V \ \
Sept 1\
:3\
I ` GU-3 }

r - c W
tS]
o
Legend: <
•IpF = iron Pipe Foundty
•IRF = Iron Rod Found PROPOSED) 1-
•CWF = Concrete Monument Found
► = PK Nall Found 3BQ.00 6RADE W z
_J opt = PK Nail Set --_ --- SEWER. PROFLC VIEW
�'
— -- - - = Existing Right of Way ---�--�_— of rr ai ll_
= Proposed Right ❑f Way ~-- ___ _ c) -1
= Boundary Line -- Scale: i"=3O' Horizontal Ix
Z
= Adjacent Property Lines not Surveyed --- - y Scale: I"=3' Vertical
= Existing Setback Lines ----� Q
-= Proposed Setback Lines ^ 1=,1' ~�� — _ --- < Z Z 0
------100'------= Existing Contour IS
—too-- Proposed Contour �j�I �-. �- � ~~ � Z IS
�
1_�
W = Approximate Location of Existing Waterline R�Y �, �, iY E _t _0
6WL = Proposed 6" Waterline Z
= Approximate Location of Existing Gas line I _ ri 1-
ss = Existing Sanitary Se ier Line + L.' < W
$SS = Proposed 8" Sanitary Sewer Line - - X �� F_fy F 1- 0
- -= Existing Easement i — W
-= Proposed Easement I - Uy
mu - = Existing Overhead Utility _ — y�
UGU - = Existing Underground Utility - f Z
WET- = Existing Wetland Limits - �,i P� �� —�� -- {J - - A I Z
x x x = Existing Fence �D 0* T K
—X—X---X—= Proposed Fence 1 l
4SS = Proposed 4" 5e�ver Service TCZ
2WL = Proposed 2" Water Service CO 8�� PVC, Ss
? k.n
_ W ❑
= Limits of Disturbance 0 1- -
$F = Proposed Silt Fence r-
TD- = Proposed Temporary Diversion c
• •= Existing Stream Centerline = , * Is) CZ
= Existing Soil Road y - T' m_ W
= Existing Gravel Road — - - J Z
A = Existing Light Pole li) CZ n ; _ ( c) 1- EEC I ST I N6 _ 0
= Pro osed Light Pole
p g00y 1 - fr- d C7RA E - z
Alf = Existing Utility Pole Z Z — In — r- r-
1W
4 = Proposed Utility Pole 1- [ c/ lI) cy m m in =
(� = Existing Water Meter al ('�
.� = Proposed Water Meter — — al > Z --
0
,a = Existing Water Valve Z Z Z Z
it 1- ili= Proposed Water Valve In l ) K w 5 5 1-L
C = Existing Fire Hydrant — —
*- = Proposed Fire Hydrant ` 3 3 Z _Z _Z — —
= Existing Sanitary SeersN Manhole E6O O� ILI W Z ___-_ 1= c �
Ilk = Proposed Sanitary Sewer Manhole W w
a = Existing Sewer Glean out — — } } } J N
•--• = Proposed Sewer Glean out w 0
C't = Curb Inlet Z f =
CD = Existing Storm Drain Manhole rit,7•7-4M. IS
HOPE- = High Density Polyethylene Pipe
RCP = Reinforced Concrete Pipe
FE5 = Flared End Section aa�v 1 I i 1 I I 4 I I I I i I I I 4 I rks I 4 W
I
?MSC J = Pro o5ed of Elevation I i A0 12 .00 I .Q0 144
.00 1 .00 I6 .00 17+� -.
1oP = 10" Plne (typat-t44,__1,...i. -41;r:fek,1,41.c11141 II-v- -47i 1 t
X = Existing Tree to be Removed
H
0
H
�. i ' NalO - ♦ ,LIB 1 wt. a ❑
f "' n
UTILITY NOTES IILu
. . -- ` _ , }, -�
-� } "� ♦ � G 0 \ \ - - Feet a Ci 'n I . , , , \ 30 %I . r4 ..? 'i
. 1-----i\ ri 1 I
UTILITY LOCATIONS SHOWN ARE. FOR GENERAL LOCATION i l _ SIVIS • ■', .,,v,„, •` 0 1 - •, z e a ^ u
PURPOSES AND COORDINATION ONLY. THESE LOCATIONS f �- - � "�� N r s r 0 4 1 �' �; c •y _
ARE NOT THE RESPONSIBILITY OF NEAL SMITH 1 �a �� �i s �* ` ;�`� ��' io�D a iy °-` a W
ENGINEERING, INC. • i ' i ■ l 1 . �� ^ o �J Rim i���� ��� , �•iiii.Lb -2t 'Q�' 11¢, [Y
THE CONTRACTOR 5i-If1LL CONFIRM TIE LOGP�TION5 f1ND - _ F��'
51 OF XI5 1NG I I 5. ��il 111{j ti, m _• -ate ' 1 :1)
4 ZE E T UT LIT E l �a��, -_ - .=.�' - - �:,.. _•� � 1 ° a w
THE CONTRACTOR SHALL COORDINATE THE RELOCATION Irk �/ - ¢1 °' 9 .� `-a Z
OF THE ELECTRICAL SUPPLY LINES AN SITE IGHT NG -,irNi
D L _-.
\ / Y
WITH UTIL[TY OWNER. .��rrrrr _ { kv' �n. <''-0,..- /
f • ._ _ Y LI 6d Y
\ I 1.
North
Vert
cal-NAVD SS ask i,
-. , lie_ ,
\ ......... --____
I , f� - . o - . ,_
Hvriz'vnta-N°.D 8
,. .,-
., -
0,
_ __
us
•
ill[
lin AIM L4
ll "Ilir IF 111. .„..._ 5,
,, _...,_ ., ,.
1� Ili. 1 }' ~ �' 0 ► - lZtD8.l5 z
V" o _.- _ •4 . c ��� __ � k s __ S E A L W
- _ _ - — J 1. - �'
•� n . rr+ �� - c.
. �r moo -, _- ■�koo° _ - �4 '•
�y 1; _/- o° ss r�+oo 00 '` - _ _-r s __ -- EEC I STD G j' • w
- ,,k-5�• -- - , _ -- SS IC-�-�'7f"7.oQ' - � �1r� r Q0 . I i I 'l l./LE 1 • 1► • _ __
- - ` 06-01-2 Y
EXIST�NC7 --_ ss 3r�� - -.00
�,
./ k C! .- - - . 1 1� ` 1,r�ii� G. 5.4,',:‘':', F:f W
. 1v / ` r- Z
to+ooDo . , 55 E�CISTING - 1• x al
: . �.} PRIVATE MANHOLE RELEASED
0, ' -� SEINER _ 1 in
SEi�\/I GE i • 1 �Y► f�T a
5 \ \1 CONSTRUCTION cz
- AV N r: kili_
' \ BGW 0
2 - 1 SCALE: z
•
As Noted <
DATE: [Y
\' \ \ 06-07-22 ❑
\ J013 NUMBER.:
2000554 I—
PRAV1I N& KEY:
1 GU-4 J

J
d
W
Legend:
• = iron Pipe Found W
•IRF = iron Rod FoundCZ
It =,CZ
• F = Concrete Monument Found
A = PK Nall Found d
Z
°PA'S = PK Dail Set
- - - -- = Existing Right of Way
= Proposed Right of Way r..r '� 4z4 iC p
= Boundary Line : \ - ��
- i Adjacent Property Lines not Surveyed l_ .414, 0 ± __1 0_ z
- Existing Setback Lines
�QC pip,
I V 0 0
= Proposed Setback Lines t
1aa' = Existing Contour 1� ,,, h &Q �L x I- I-
I-
to-= Proposed Contour 'i
W = Approximate Location of Existing Waterline 4 471� LL D0pr. �� _� _
6WL = Proposed 6" Waterline410 '�"/� 1 [L _l
= Approximate Location of Existing Gas line v. �� �c Do 4� '�� tu I-
10 W
ss = Existing Sanitary server Line _ ❑
$SS - = Proposed 8" Sanitary Sewer Line - ' - +�y T..� ? ci ci O
= Existing Easement - `� n 0
-= Proposed Easement N Z
am/ - Existing Overhead Utility �,❑ �� ;y a� s��, �• , - t, yy .
/./GU = Existing Underground Utility -
WEr = Existing Wetland Limits , / - `ti ❑
c
I sec, 20' HIDE Z
�3_ _',0 _ �A 0.O GA G.� 0.� 0.r. ur_ 17A 1 • • I iJ.� BL1FF1=f7
x-x x = Existing Fence i` + + f . + a + 1 _ 1- y,-. �
lL lL X = Proposed Fence ,' /1 ''�J LL K
4SS = Proposed 4" Sewer Service _ -}` ', -- ' F`a3 10,0 ,. 4,3_6 4; r'. 4J.O ,G0' +0A +O.D 1 +D.I �I -I• .ip.: ,9.. TG-ti: 1P" , 4' .
2WL = Proposed 2" hater Service 11� ❑
= Limits of Disturbance r /
5F E
Proposed SE 1t Fence + � ir + . # D , rr� Proposed Temporary Diversion y a` • -
1
ExistingLi
Stream Centerline • + + + +0,3_ 1 �� _6 _ �} ,." ;aG �].�� a �_
= Existing Soil Road -
--- = Existing Gravel Road _r__ o.a :,r -_ -� ..,:_.,,...,,._-_.-._.--•
=� ` rr ';► �' W
Q = ExistingLight Pole Area Light-
" - + t��� - ` _ r
= Proposd Light Pole g ss __ r, ,�� •� }�' Area Light � ����,,�..'��� '+��• _� �' 915
1J
24 �_-- D: q Ih ❑s t, r z
Mounting Height ;, .I ❑- 24' Mounting Height �4�i; �7 , w
- Existing Utility Pole y I - Light i - + + ,,.- •
1111. - Proposed Utility Pole ! g _ {- r -'_ I ` Light �u w
See Outdoor s5 f +, 3
® = ExistingWater Meter o r3 / spa ❑.a Lighting Specificati❑ns r $�Q + r ! See Outdoor 1 :�:rl„� '.
+ r - 13 �s a.¢ �f +° .�, ��,
.� - Proposed Water Meter - �7
+ Lighting Specifications r
rx = Existing Water Valve f _ ;,v+. 6iit‘-
r, ' r / Qom"
;L'fi _._ .0_0 r '-1 `0Z .,4 :-/0 -F 4-6 +2'9 ,0 S• V- 1 +❑❑ �r�'1 ' O h
►� = Proposed Water Valve * + + r 5;--__ T lier
. + - /
� �, L�+ LY
= Existing Fire Hydrant r f�f __ _ -- 1111k / • 7 7
= Pra o5ed Fire Hydrant +"_ ❑_ +=:r � ,a .. r, , I.a 18 1. ■2 or_= a j e„
P y r + I
= Existing Sanitary Sewer Manhole r 55 ai�� ' a 1 '� ! +p 1 ','' fl
fit - Proposed Sanitary Sewer Manhole •_ - c.r ff ,f , ,_ � � y 1,,� �� �'
d� ,,0 1 Qr �' I
- Existing Server Glean out + , � \� , .: , 1111\
\'A�� +° 1 �- _' *'"' 14. I d
= Proposed Sewer Clean out Fr `yh Ff _ ��� +` ` t my yy, 1 +J �V
CV = Curb inlet - - +`'�'� . - - - 1 _ - �/ f✓ - ,. +,.• • °\ 1 }o +D.1V1 Y'IJ +rrJ_� +D.I 1 ,r enc , ',
0'r P.c.-, / / s-,
/ o
SD = Existing Storm Drain Manhole O f� fr �� •� •� 1 I _
HDPE - High Density Polyethylene Pie �A rc �'.❑ �� c:: �'- 5S ■r� C.
.' ;: � p
g yP + r1 �rC' D. ,r
RCP - Reinforced Concrete Pipe • ' �� • e�'.���� •. �� l• �' ��'' + •
j •
,� ' '� ' ! Q
F _ Proposed Foot-Candle Grid • f' .' o � ` '3 �.�` �-� _ rtop. pP4
E5 Flared End Section ff _Ao E �.
177G.00 I Proposed Spot Elevation At 36" Above Grade(TYP.) v.l +D.I `� - by �v- o.Y 4t - ..'� ►� r �.� [ •s O + �� +�, .zAllb,#Y o as •
' , � r ,„-. ' / 1 W
} J a'
I 1� ti '
10P - i0" Pine (typ.) � /►����L . �s Cr 1 .� •;�[ ''- _4 V DC1 L7.C+ ai; ❑.I .- ..� • ❑.2 ve �� ���4.t - D."� D.' . r•R� �� 11 {(j•
�,r `• . r'"`,� `�i 1-Existing Tree to be Removed 1� N. + + +� + +," +� + /'r. lirima���k •o• . . . � + A- ': / °'� +❑� •r / tY�:.iF .- I7,iJ G,C� _C3.G' •.I ■ • ❑. Y'N. � D / •1,,,.,.::-.1v. ' vt'�r��.��.. • O.I • -A rj.4000
• - ' `r{�s. ��r1Y r,.�r J� 1 . • YA otr swE ' l-\
+ / + + /� .,y ,,, + t 7fw gh + .D +1- I -. +w ,-rr: +ki- *2. !. ••• ❑-I i Ire"'l ' / IProposed Fact-Candle C❑nt❑ur(T Y'R) • 1 ' f+ �f ►► rr. :'' .:.0- /, .,„_ ,. -. _ �k"'( ca d e ! Lumenl5 .Ft.} �. go �i ., ',r,�y o fi. •.a �'�` �1._�Y y rr: + 1 � r, ,' ' U =
UTILITY NDTE5 a �� • +.� �❑ !_ +2 �..r r + + ', -�' �.! r D, 9A 2Y� • • •,Itier-
��j �f F� i, � . . ,t������ - ` �` / � j`S + r�r + + 1- - y,- r�r , �rr.c r, IrIII Gam_ .L� r y D i 2.3 2.8 • • D�1 - .�� Dq D. i I• -• •� rr '` +•■ AP 1 �. - i •. �rrwE 1 i i� \ Li n
UTILITY LOCATIONS SHOWN AR.E FOR GENERAL LOCATION / - i 1� `' �, { �jIe!i 111iitellr - ..." -1-
`, • r - s WPURPOSES AND COORDINATION ONLY. THESE LOCATIONS ,'� c. r'a "-�'-.>, . ,"- - r,;" " • ` #= r "• �•D_I ❑.8 Ib I f ..:k�e .,t'�i• + ❑ r D> I. �� I .• ..•3 r� , �. y C] �+J yQi'ARE NOT T}�E RESPONSIBILITY OF HEAL SMITH a ,' + ".,'�' :' �i� + + ■ , r + .c. + ,� - ' `vENGINEERING, INC. �y.• �, r ! _rr- 4 , ��/ l � '•� i+ /r r r� - :� } ,, +R- j` I+ ' = c� fl
F �.5, .-` een,c ter ❑ v .� 2.1 2. . / 1• :�+ + + + =:r' 0.1 -�a. .+ 1 0 - I + ❑. ' 1 Area Light / �ti %) ;r "�•c, m LY4f F¢ tt'nc . - , ` �� -: = •/ - rl•� + , ' ^�• D17-
THE CONTRACTOR SHALL CONFIRM THE LOCATIONS AND ? �� p • ,.; . .,. 24 Mounting Height • =SIZE OF EXISTING UTILITIES. rss .` o,Ceer . , '� �‘iii .�. 1 Q""I Light �:
8s. r ar n,e L7' ' - D2 ..:. ie■ ,,' • •5 • ■ ■.I �i /Ili
r rRIM: 370.7d. + '� + + �� +12 +23 9.1 i�• 5 +D. fi�,r�,s a r ` 7 3 _ ---: /Al-.e� e' See Outdoor y w
THE CONTRACTOR SHALL COORDINATE THE RELOCATION �r • -' ` °7 ' '
R1l ' }s o ,. ..� ' • �J-' - .I „'�►!�; � �J �Y ` '*� Lighting Specifications -a fi LT.! x CLl
OF THE ELECTRICAL SUPPLY LINES AN 6D.I D r5 I.I �y/ �t� _ r4. 4 4,
D SITE LIGHTING ss, r _ _ �,; 0.� Is I.q 1�' _
WITH UTILITY OWNER. V - "-.` / :. �
... [ i fib\
�,r wiE + -r=���•� +.I .+! '- / :.. • +D.-f +I.r +2.1 2 4 '_ . +D.1 ow r.�y'r J 4 'j ; ■ I
I
_ a,.d v ❑.F ▪ w,q i5 I.D Ib ! ,f. ■• ►2 D� i 1 V
::t, •+ - •i. ;1 • + + F -} 1k3SINT
North
a ' ... VV- �' rd I t �' Vertical-NAVD S6
�' _' '.r. r a, Q5 ', a 3A 23 1, • �A 1. 0,-r ❑,3 0� ❑ .-, cs# Cam+' fry I Q Horizontal-NPR 53
• r ' r •icy: } 4]
'1'_ _ -��°/+t, + •y., ,�._▪r, r -cry + .•.•.,_.►+ == - F / r rnErlTy ro"PIE yy ya r
\\ _ _ • �, . _, '' _ _ �q o �� � . � .y1,',� ! 1 Feet
-, . .. n.! .pt o, v''k 'D111 -11111k _i� _ .• �- E., 1 , Z_•U //
...._ nr PPE //I/
i '� �/ 1t_ ei-5k� ■r `�•, o •! -o. •.! ♦. I' ' ,r we 1 �f1 WOutdoor Lic�ht�n� 5pe�ifi�ation5 �, 1 ��af0.. ► . + , �� + + ,,, ..V.Or - .. , ,' `* W
�f Q/'� per. �.-` -r : �r r' ' l :+ "'� ' ;� ' R:•••.
y'
(8) Pole Mounted Lights J I i 11/1;i f ��' 0�" E �� �� - - / ,� + W
Brand: Llthvnia
Model: KAD �a:ec �� i�Q '_ +❑-a 1. -' -
"' /4/
1
Catalog#: KAD LEP 4DG IODD 4DK R2 ' 0� 5y 11 -
6-O�.2
Lamp Lumens. 11,045 C - __- 1 :a ' 1 Itd��..•' .•. 15?
Install Height. 25' ^i f _4 �.• 0,� ' ' 'r.,. • - �'L J
1 '+J �- �- ss - ��jvl[ 5 a` W
Outdoor Lighting Statistics I _ _ - y
' o
Average Illumination: 0.3 lumens/sq. Ft. (1.5 footcandles) CO - y.
Maximum illumination: 3.3iumens/sct. ft. (5.4 fvvtcandlas) �_ -., ;-V_ �= RELEASED
Maximum IlluminationCY
for W
At Property Line: 0.2 lumens/sq. ft_ (0.1 F❑otcandles) �� '_,�� /�% I r _r ; _Sr_- 0
CONSTRUCTION tY
� �
ID_
W
I le DRAM! BY: In
BGw 0
SCALE: Z
As Noted d
DATE: (Y
0)6-0)1-22 , DI
JOB NUMBER: -
2000534 1-
D ,HiN& KEY,
GU-5 '

J
-.‹
le -N to- LSD
, ,
Di
\ ,„.
Street Trees Yadkin Rd. \ - -�- ,'` a 4a s0 Oj 11W
Trees F Feet /r = IfY
Requirements I L . Tree Per 30 LF \ Qj
(Less Drive Aisles) AREA OF EXISTING ` O (1) z
605.51 LF130 = 20.18 �STpRMWATER � fj 0
11) zNumber Required �I �f:f CONVEYANCE T �� J
Number Provic#ed 40 EXISTING TREES / AND SEWER EASEMEN Q
1 PROPOSED TREES j REMOVED FROM BUFFER �0r Z I
`, l �/� LANDSCAPING � : o �q
th-
Landsca inn Plant InformationC uantitie5: . �'� z D
J / 0d [i ❑
,,,,
Symbol Plant Name ' QuantitySize at Planting Height at Maturi read at Maturity II `
9 9 5P I �I North
1
•, ' _ . „
I Horizontal-NAD 53 2 Q` ' 7 // Vertical-NAND as W U.)
Glassy Abella(Abelia grandlflora} 444" Height 4'�i' 3'-5' zo
�; I'' �1 I 'I �U *4 20' Wlt� 0 ❑
Red Ma le l" ,,,., s u
p 40 3" Gallper(5' height) 25'-50' 30' 11 I 1' �^• ""'' ,: '
(Acer rubrum) I w r.� AREA OF EXISTING
/ _ 11 OFF-SITE DRAINAGE °
+/ American Elm Valley Forge 40 3" Gall er(a' height) 30' 11 5 '�r r I LANDSCAPINGOM BUFFER ! K
J �" [Ulmvs americans valley Forge) p g I:I �I II iII; • ,+3 REJf REMENT r
Q Gompacta }1a11y(I Ilex glabra campactca] 434 Height 3-4 3-4 - -- - y I ,' ••..t f r
i, , LSZ
\ - I ' 1l 74- .1�
Grope rtle[L. lndica} _ - P4Abt. /,'
ss-- ► g •, 1\ ,, * �� . �_��
_ J 35 HE 1GHT I O 15 6 10 -__ _ - * � �
Lone Lear Pin 15 3" Gallper(8' height) SO-100' 30'+ 1 _ - - �' _ - * ~ = �* 4464 ,.r \,..._
_
S � 1,�ti,:. 15•PINE 1'
OP L ng e _ s - '>+r• * m��� �"_lily _ e1tr 'ttli / ``- L�7
- -4.e.iiier??. 1
_" - ss _ Ili ,�r * �4 ' 'mac
1
■I _- - 1 I I a ��5Y PINE
_ "5% - ,d' "{� r7+�r` * ,7'PINE
_ ts * � -2' �� j + � � z ❑pgrouv,
C:,
r SS '' JOI� ! I1 L[ �Y Zf { ' - 4--\-
'I�. Si"4� / �e1tiPI D0611000 ❑20' LANDSCAPING .BUFFER - 5S13 SF ' _ - 1 :1= / 0 r�' j I-/
L.ar eTreeS / i r -� ��� ! R7 I1�PINE � ,g Small Trees Shrubs / 5 / -- r V. , i o 00a4709‘ / L1'..) _N•0.2.
Re uirements / � f ;' t' � �: & 4. - 1 f , C4'PI ,/ {�I Lg. Tree Per 400 5F ! 5m. Tree Per 400 5F I Evergreen Shrub Per 50 5F f J. � ' ' , � O�J 1 /► ❑5813 SF14n0= i4.5 5813 SF/400= 14.5 .58i3 I_FI5 = 11626 i } /r/
1' 1 I �� � \ .l 4 0 / •TM ' I �f%` Lq/ / �f r. �i , ; my �� 1 1 ��--.':-
:."
Number Required 15 I5 1lb �I �'��� . '` 1 ►� �, / !}� 1 qN sz•PINe 1 �� �' ,A.. /
Number Pravided I5 15 IIb /f !` 0 r 4k �~�1�� \ •� , , I * 1LJ� ,�;,/ `' / 117:1111111 pf , -�.r fY PINE ti. L.
_�
l I I ta I iiiiii to 4
/ / , *le
:4*-
' / �+ + • A�:d **R 1 I 54•P9� :NociRlo.:,9,::::::://C7::
7SENEt %:'7 ,.‘ -.7
V�I-flGL� USAR� -frI7� GLGUL.r�TiDl�l� � �> - - ■ ' 7 - S I '•ti =
/ r �•�f�� �� . -- _ �., n \I,� F�� E• � II r' H
i.
�� to .e if-r. i . rl i I.} Calculates uare foot e ofthe vehicle accommodation area. include irking s aces, r �O . �` '► �'i"` I * ' Iq Ft F rC� �. �► `r driveways,loadine,areas,sidewalks and other circulation areas. Do not include building ,,r � 1' . * ~' `' f1;: tW,j� � 1 xrP111E �' � [,1Q0/ /
area and any area which will remain coi�lplete.ly undctielt�l�ud; 8 ,849 Sq.Ft. �,� e4.{, • rrI - `� *r 'li # �i:_: a' , :f r� ■ 4�� . Y 1 14-P `% F1 =C pC M1'7 .] 'r'r?.} Multiply:}�.20 G` f `O+ �� rr - - �fl rr r / t ' iY= rr-- * +S• 4a °^ G 5n`1+ []
/ *� r �� 1 ra:. '. l'i /I/ 2.PINE ' j �► m U ,r •.• 73'1 A.rzato ire shaded: 16,570 Sq.Ft. , / {po + a. 'r . . - r rr 1 --: I •N Q
1 1 1. •.'f e PINE , �a ON n� LI
Add: L t/ . / �� �y .....:•"...
y ' r ► ♦f t f'. yr3?'• , 0 '�1 t�+. 'C
4.) Areas shaded by existing trees to be retained in and around the vehicle accommodation , y; ,•;'r1f-=> �" ` , ♦ Si _ ' ' ' e :".--.-7 nW�
23rC•a: yw' / // ` 1 �� �"• 11 • rrr � rr Ali! ° �� �>-_ • r PN./ .s ] lil ' T ` l�
#R of Existing Perimeter`frees(354 SF Coverage) 0 Trees �. ,,.r..: - kQ , �/ .�, \ �' ` r' 1 I �� �� ��� ' �O r► `' =▪ W
#i•of Existing Interior Trees(707 SF Coverage) 0 Trees // �' �i` _;I_ ^. . .� ��� * ♦♦' rrr F,r1'. J i :I:, ��' •`' g,yS i 1' -♦ ~F aiir- ♦ �� xArea Shaded by existing trees to be retaired_ 0 Sq.rt. "7 �� ; '�, .�• �� '� 1 '_`-'+ rr/ r .- i,r l ,%��: 0 1 `" V OH
5.) Area shaded by required screening trees,if'any: rf/ �� Fr'� ��I ��r rr `'` �° �I! � ''I r 1 r Z
#of Proposed Perimeter Trees(354 SF Coverage) 46 Trees 0g P 'li*r-: t•. ""�:' r ..... / ,,,.,
_ ,
1 / �' )_
Area Shaded by required screening trees: 16,284 Sq.Ft. �P� Igoe '''� �� , ' � r *" ' 1 I A �� ' `yam
6. Area shaded b required street trees if any: PINE �'"� _• .... '� "/ ;=I' f e
1S PINE :' rj. •, , 6•PINE , ~
#R of Proposed Street Trees(354 SF Coverage) 0 Trees -• 4.' • + .� �`* " �PINE ' Q
24•PINE l� _ _\II_ _� - '* ♦ r7• •
Area Shaded b required street trees: 0 S 1 t. 012.PIry�15 o.+x �1` + - �I1 . Ili"�'+� �_1'1r , 4 PNE '
7• Subtotal: q f PINE r,�:' �I �2 1 f E
] 16,284 Sq. Ft. 7 a�,s PINE �IN`" --A -- .• ,. i r rF 1 PINE I 1 �J
( g requirement gosss • F•io0%PNIEN - ray* , - / Iy I3[SIK Z
IF line 7 is greater than line 3 then the shading re �rernent has been met. an to 8 _ �
line 8). * �. yi 1. j �•w / • 4
czw.i",/ _
8. Enter the difference between line 7 And line 3: 286 5 Ft. 024 - - -*' _ / I�:r �r 1 '
q' - ° ,f. •.'. / r Ip . .., 15•PlN ,3-PINE 1' - Z
9.) Divide line 8 by: 707 - a Fr.:: /iC / rS�f
. ..'`• ' ,6'PINE - \L I . ,I r' �++ '^•` p PIN / I
_ i " -„ 1 �I`�i / 11 PRT C�� S E A L
10.) Total number of shade trees required within the vehicle accommodation area: 0 Trees ,r ENE ""E / „ / a 1' W
/'+ `J - I
,� .TI�'r -III_ .•': a �V` tiµ Ile► W
�._ -� \Mr ID / ,t - _'i1 �' Isi rll ** 1: / I ,7 PINE 7i4rg9E 1 (� ��►���� ►►►►+k Z
�_ - «_.. - - ,E'PINE * 7 -.1 �I•PINE 1 k� a '. L�J
Total number of shade trees provided within the vehicle accommodation area: 0 Trees , ,�-�, �, it r ' r ; I 0 -\' Q •. W
INTERNAL PARKING LOT LANDSCAPING- 15%OF TOTAL SF .,, -- ��y; 16 PINE a ^-_ ���,� �J] 6 / i P„ 4. �/ re _
. +. ► 1 B•PIN '„•-` ♦I I li�'I�" �' Y �• / 0 t6•.RNE ' 77 I "" - �-
' r
TOTAL SQUARE FOOT OF VEHICLE USE AREA 82849 SF •
' ► e111 IiNE '16'PINE / •.e• + • J
r PINE - '+ ,�,pr, � �! �lli 1 �1 '
(-}LOADING AND SERVICE AREAS 0 SF Wiii. 'a•PrtJE `:� 12 P PINE 6 PINE �� +�, ,►p _.;�.h17.0?,
�J 1y PINE -�1 •r',�" !' ✓•` E `PINE ' •�ly� i�'�
s DRIVES WITH NO PARKING ON EITHER SIDE 22440 SF ■ 0•ii r�:: '' - _ ;. / 126cH r ?` ' ►Mnuii9Il Lx1�5 111
1 1
(-)AREAS UNDER A CANOPY SF AREA REQUIRED(X) % -
14 PINE • P'"E _ *� �P r01 ' ' /Q, 41I�-160409 SF X 0.15 9061.35 SF _ t c =li - III. 3 PIN 9 A 'b°NINE / y' �[J� Ll❑-
AREA PROVIDED 9917 SF .... 0 A' `36 c- "N /\, - . :1` I : ' NE t3 FME 1 Y�1
_ in '24�PNE "r.�.. - ► 13 PWE Ci
LARGE TREES (.7f12505F) SMALL TREES(X/125SF) I5HRU65(x/35SF) Oc -Sys �; ►'• - 1 w '' i PINE 1 Street Trees Trimble Plant Rd. RELEASED
REQUIRED 35 REQUIRED 7? REQUIRED ` T } *cee*� _ 1 "� ,�p ' 1 • Trees ' LLI
Q Q QU D 2597 CJ .....
(6)6° , �= =�� ' I - f
PROVIDED 1 26 PROVIDED]. 20 = 10 LG.TREES PROVIDED 2S9 --.. ,�PNE Requirements I Lg. Tree Per 30 LF ❑
/1/ ./i , o .� "`= r� ► - 1 o PINE.. / (Less Drive Aisles) r'D1�;r5 TR UC 7IO fy
PERIMETER PARKING LOT LANDSCAPING 1r----- ____
' / / /
535.83 LF/30 = 17.86
N.. V FINE
ONE -_-- r �' 75•PINE L2y 11 1
' co ',_ ,, Number Required IS d 41=zt �
-�'r \_• PINE 1/2 i I Number Provided "f8 EXISTING TREES
TOTAL LINEAR FEET OF VEHICLE USE AREA - 18241SF C] i `� �_ ,r P p I 4 / i �1Q.AN,a B",_:, - Lc)
,� L7
LARGE TREES(1 TREE PER 30 LINEAR FEET) EVERGREEN SHRUBS(1 SHRUB PER 3 LINEAR FEET) •..... _ _ _ , / ' / 7 I >
_ B+�w L
REQUIRED 1 58_�._" REQUIRED 608 (�� - r111 /I 1 r At�E, Z
PROVIDED 58 PROVIDED 60S " .,, / A5 Noted
$ r I
NOTES; i - _,y. ss`' _. I' r.A : tY
1• PERIMETER PLANT[tdGS ARE NOT PROVIDED WITHIN ANY EXISTING TOWN EASEMENTS. �' .. /
�b-0 7-22 Q
co -t_ y M�T3 h11Jhl� i<:
2000534 i F-
_ \ / -'A ref V11PdC =E'r.,
- - - -. / sl_ LS-1

J
' ,, kr)
r c .
IL
I 0 ) I 40 80 Feet I I
n-
0
AREA OF EXISTING Sot, [� I `1i.1 _1
STORMYTER f] ' 1
Z
4).
1• CONVEYANCE GC?), 0 Z 0
AND SEWER EASEMENT 1� 0 < Z E
REMOVED FROM SUFFER a0r., : } z p
44, '�-/- LANDSCAPING i -- w J 1-
Landscaping plant information / Guantities: �•� A t ,� EQUIREMENT a'� EL 0
Symbol Plant Name Quantity Size at Planting _ Height at Maturity' Spread at Maturity /0 / 0 0 w , 0 H
41eite, ,,,,,
* 61o55y Abelia(Abelia grandiffora) 268 241 Height 4'-61 3'-51 tiJ P V 0
Red Maple II r r r I / �� .ti, North l�
(Ater rubrum} 20 3 Galiper(8 height) 25-30 30 / ■ r, ,.. . . . 20' 1NIDE Vert1ca}-NAVP 88
+ ■, / �f r� t o BUFFER I Horizontal-NAP 83 J Z
\i/ American Elm Valley Forge /■ 11 �,
IS 3 Galilper(s height) 25 50 50 / y / �',-.^ -- 1_ - AREA OF EXISTING
(Ulmus americana valley forge) / �� <
■ _ OFF-SITE DRAINAGE
0 Gompacta Hoiiy(illex disbars 'compacts'] 2-li 24" Height S'-4' 3'-4' ■■ /■ ;61„,w.-,,,....-
...•'� REMOVED tn
FROM BUFFER ❑
///
I �;, LANDSCAPING —
. - ■ ' '• .ji,t.. RE 1I REMENT i-
iof Crepe Myrtle(L. Indica) 20 8 HEIGHT 10'-15' 8'-101 I r:a ❑ r,
,�yr
__- /N4i r L•l/ W
22 3" Galt er(8' height) 80'-l00' 30'+ _-'- _ ' rig ' `0** f 1r .
'` _
A Lang Leaf Pine p 9 __ - 5` �` �� a
_— _ j
* •, a y$16'PINE1P WI
+jz
�lr :'1 fir. F"
*## -
—� — — amkt
::::5.
� X O
--- _.-- 14%.0. Ili ,,,,,.
5' O� I� ' y '`,Y PINE -•` 14
j /+]./�JJ S5"'PINE
/
21"PIN
20' LANDSCAPING BUFFER - 5815 SF _ - s7 _-- �~ �� "PINE
LargeTrees Small Tress Shrubs TER GE ,
Requirements �'
_ is• PINE /
{�/
q 1 L . Tree Per 400 SF I Sm. Tree Per 400 SF I Evergreen Shrub Per 50 SF ! ` _- �.-- - 1 `I= / ..f �M'4'n EOi
5E515 SF/400- 14.5 5815 5F/400= 14.5 5813 LF150= 118.26 // • 4 , - s'r _�:�' rl� "/ ,„,,,,, ,,,,..,.� 1y ,� T 1
:.,,,,.. , / /
Number Required 15 15 116 ' �� ` 1 '4 6
Number provided 15 15 l!6 inn,r_
,// ,/ ' y„ .��•.~• 1 p 1 'PINE t L~- Z
/ S� / , ._
'". *AI
Q Lyd: PINE I ti -7
se. 1 . \"4," AV -...if \,
/! /C'y r// V \--i 4 V. „ •r - / 09 PINE PINE ,e ' ` I—
\ ...11P
!f /f . rl 1 �E'J: II_� 'r• if 4
/, �1Q• SPINE 1 V =
a . F/1� - ,,,,, / ��..ii ,_
/ . .....
! .-, y+� • w �' ~ .,- �' ` �_ "L'+ ,tr ,p'PINE I 1 �1
b__,
/ ! }:; 'r o, •._ I ram.,
NE ' ' u 41111b1111•111.1a.1-1
y. V p
/// *_ a Yi... • a ' • \ . I �� • l+PINE �`•L1-PInE ��...ii
- :
.-, - \,..3)
iir
/ /ci�' aF' ..� 'IP❑ Vg �Tr,r rt�Y. r>F I ��� �. :SINN:,
C� �/7Nam'^ rvry••� t. r'ras/y - •YE'µ •h'�: ��� •�♦� ,�,r�r 'f�•;• `+' 'i ��- r I 0W PWE ' A // r 01 C, '" ''~
/ .1, .4:::# k �� .4. ■� r`�'� '�'1•r �k``� ��_ {�p9 ��' a� 1 •�� Chi �4 �j r0
/ S .\„,Ot �q+ V ■ .. 44�� . �1- 11 J "fir ._ 1 17 i°F7NC �1 Ci ., "-,. 1-�-
„ ,
! /f/J .\, O' .� �I1 Ir r .� �.i o W
// ; s• �� .'��• .l I . rrr ��- 1 1Cl a 2'P1NE t L ✓ LL
f ....Ho l i/ r / r -�. �a'PINE I 1 I F. ai y W
/ '` �t.� .• . rr rr I s �' s e
�� � �, .. .1� rr / rr �� � ■ o�'PR1E' h � � 4
v / �• ` I . rr rr .. 4/ d') a tr; 1^
.‘z, /
r rzx ,,, „,_iii ,/ ,L. , v) rz; 0
/ •/ „ . ,,,0**,.... SO 9:i 4,--",,----/‘---: , _
\ !/ SS // �rll * si •�i C14' ,♦ �" • rrr rrr h ' It
o /
/ „ * r . Ali"J 7 Y
•` h• / /
/ .i\ * ..�•,f - r 1 / ❑
0'PNE
�' ... T �. 0 7*'r) t1 I
7.
u�+ aSiSi z
,,,,,„/
� olr mitt PINE •* % _� 1 Oa'NNE I )p :,,z:
. 1
5�,�, ■ 24•PINE�` , ,.e _\I/ � . -� r PINE
.�-7�' n �12"Plr15.ORK f+� ?. �-- rl� �� ' ' NfE ' '
'P?. ,0'PINE N :i•; �� . .'PINE J I
g ■�. �� 0 18"PNE ry�J r •r ..' . . PINE '
iis
5y{ 9 2`PINE 7F �/
9 11 tuaj
i
1y4 * . . . / / ��PE 4' r S E L A LL
s
_ •rI,f YC'.� !�� • ' S5•PINy�IY�INE / / L.,/ /:IAA J 0".. 11 PI leg, t
)/
. , ,,,- \\ ., --- ,,....., 7
13•PINE ,'PINE +•+ . I ,'] V � S
- S} s s
//yJ� _ S a ...._ (► V .p �_ �� / 017E •ryas` _ W
_ {.y 14,!/7+r - •�/�' '!- . , y1 t1`RHE15�f.' Y -
.,,,,,_
E I—
`• _ - ;�PINE _ e"1,,
- 1 16 PM Y F E E.L „I 1Y PINE °•
-rl4.: 1 -V'I'. 0 '�+ / :E512:47//.1/2P:-/PI.N/r//
V t
', +.!/i��° •o F ao;- R-,'
PINE
a•P![ / PIN , r�rrrrlrl ll,r.l E. �� II '16'P _ 1-r--1
-� 1f0�'yA} ,,,ppp�E559 PINE II J(Fy�] 1i ' ' L� Z
n 11i �% 10'NNE ViPIN= 1� t 0"7KNE y�'7 j- `1V_'11�J ' 1 4LC rr:t '_ �,pry 5"PINf - � -�r,� NEB_ P, _ ;��}5 PwE ' RELEASED
_ _ ''� r 0 fC, ,�{JJ 1d RNE - ; ' =-Nr•�' PR� ' Lf L�ry3S'PIN R�__ ' _ � FY �• ll V 'E fl' i5'Pr ' ' LL
— [)''- 8 PINE �.. ' 8"pry �y /ryry._ 1� /�3, yW..�J PINE ..ir l= [ FIN'c 1]"PINE 1 f V! W_ `� �r ^y J (6L PINE 7�l/ � �,' .J�:- - )� -rYE i lT�' P•LT PrNE13 PIKE ' '�Cr-�r7 T �7rr �T77►, OStreet Trees Yadkin Fed. _ �� — � �� � �� � � �� ' ��• �PIYEI IY PINE �•-7
- ,—� ■/L►Aj�]/ 'I 7y y =rr \l �tp��}arr0.
Trees [, [/ 02rPK -. � 0 EI
/ L �_ r\': PIr C Q Lf , Nr tC P4� I
Requirements I L . Tree Per 30 LF 1 `fAID Q ' Street Tress Trimble Plant Rd. r�
00 ° , EP111E 3C' Tress DRAM 1aj'I': _'
_ 2YPIIIE _ � -.. o - �,. � �,
(Less Drive Aisles) � � 0 /
eGw '
605.5[ LFC30 = 20.18 l CO -_ �_ O: Q . Q1 2/ME / / 11 I L . Tree Per 3Q LF -
Number
�7�, �7 �] , . -o- _ 0`y�J-- �•,, Q / / Requirements g �c,�l-E: Z
I�lU�1{,l�r Required C1 1 r UIE 1.6 PINE ' 'Number Proded a4 EXISTING TREES 'i _ �_ Q - IrPINd ( 5e AsNoed
I PRoPoSED TREES -Q. / - -, . ��U...— ///
1 Number Required 16 ��
�Af s$�� i ��y Number Provided 'IS EXISTING TREES tn
Db-0-7-22 ❑
-,321'/-- -.. 4 / / i JOIE3 N.U113ER:
_ r I 2oQ0534
❑ _ _ f- Df�4FNlNGKE
Y:
CO �__ \ .a H/. / / 1 J LCJ' 2

. , Di
. .r . - ,,-,
Street Trees Yadkin Rd. ,- 0 40 So 0 �l W
I I 1 Fee[ pCZ
Trees �7.
Requirements I L9. Tree Per 30 LF ' �c 6(Less triye Aisles) ,1 / _..ci J Z
G05.51 LF/30 = 2•0.1.8 ` R, 2
�u I
Number Required 21
AREA OF EXISTING
Number Provided 40 EXISTING TREES STGRMWPSTER a��h Cy ii z
f PROPOSED TREES 1/ CONVEYANCE / W --
4p-Fib z AND SEWER EASEMENT �� 610 0 < z Ln �,
i REMOVED FRGM PlJFFER o ; el
��-• LPSNSGP I NG r� )1 W [L
t EG2�I REMENT �a Z ?
4t1r4P#
Landscaping Plant Information 1 Ouantitie.s: �_ ;- 2� �-
zc
;'-
r. /3 Z ; I-
Symbol Pant Name C1ivantlty Size at Planting Height at Maturity Spread at Maturity /: W L� ❑
Gloss Abeiia(Abella grandiflora) 442 24 Height 4-6 3-5 r f !•
l J I I g I I I 1 1 �Tel��
/ ��' North a
j i/ r " Vertical-1"
SS ! C�
1 Red Maple r ,'' IU! -_
p ! �` .`- `L 2C' WIDE Horizontal-NA>7 83 0
(Acer� rubrum) 40 3" Gallper(8' height} 25'-30' 30' r ! r r� BUFFER T Z
r ,
�Y p
�� American Elm Valley Forge - /rl Ir �• ..,,� ��AREA OF EXISTING I
40 Gallper(S height) 25-30 30OFF-SITE DRAINAGE CL
1S (Ulmus amerlcana valley forge) II r r,. -0# f .- REMOVED FROM BUFFER ❑
9 Compacta Holly(Illex globs 'GompOGto`) 43-i 24" Height 3'-4' 3'-4' / °r / ', �,. REjJIEMENLANDSCAPING
. �r-0 REL,J I REMENT T
-- ,/ y, p`�*./; z ips �'D 0 S 1
LLA
Crepe Myrtle(L. Indica) 35 6' HEIGHT 101-15' 6'-!0' - r
ci
Wit, '14., **ro•', W
�. 'li' te Z
4*#
Lon Leaf Pine P 9 - - - - 7 � �� 0
-*I 15 3" Gali er(8' height) S0'-100' 30`+ __ * �! !t'f, ,5•RHE Z
_ ' _ •- is PRE
g �S * aaClll �7 11 • Li-I
16-II' t(-}
_
- - l # a 4 •-_
di di.
`5 '�� * • 'Z+. tirPINE/ V Z
* ■ `' 1Y 15'PME 1
Iiiii
ie.,.
20' LANI7SCAPI NG BUFFER - 5813 SF - _ f l �`.a,,, 0 z+ PIH
-
_ & 4( 1 ` I
LargeTreeS Small Trees Shrubs / 5-5 _
DOGWOOD/
iE'P.9IE / rt■
Requirements I Lg. Tree Per 400 SF I fin. Tree Per 400 SF i Evergreen Shrub Per 50 5F `i _- r� ` 0 '�I_ ��Ot / 14 00 -- L0L
5813 SF/400= 14.5 5S l3 5F1400= 145 5813 LF/50= !I6�6 // // ■ ■ '•+ 1 ,Y PINE 1' - ( 1
pct.
Number Required 15 15 fl6 ;)) � / � +. t 9 \)
2 �C s. '��• r ' . A Qiii > 'P,NE �' ' i Z
_ .,___ / �� • 0 1• ■ \ 1 , 1S'P14"PINE _f ,
, . %‘ \ \ \ / / / / - K
)›.
/'
/ c '/ '" ` 37. �, / /9"PIHE ( _ �,_
h' .# 6 � , ,�,y 1Y PINE 1 l I `�I'
VEHICLE USE AREA SHADECALCULATIONS / ,/ - r ° ,,.- ;��,� . vi `�` i � , ,�- °" I �4j = 'I
,r f _� At FINE z
- A _ . `•
',]I._ ,� E 7tf PINE I ' i L � I"-
/, c' - - Ii --7� ' • .�r, r_R 93,0•P1NE 1 `"'Z I
1.) Calculate square footage of the vehicle accommodation area include parking spaces. , / s. ; v *'`• _- i ,,i „.,... * 21'�f°'PPxIE;� 'I r"'
driveways,loading areas,sidewalks and other circulation areas.Do not include building / 4-4fA
f 4 * ,* PINE". PIE
area and any area which will remain completely undeveloped: 82,849 5q.Ft. / �:: • O r''l• i �" ka r1 } •�C � � 1 r i r -:1--'
L' .e v7-'-/ " , �rL!„ I y �'. ��� ; 1 PINERINE �' i '- l'n 1 Ei .3) Multiply:X 2U / /; Y v ` '�D • 1 +� I # �. �+7 o^�C r!
3.) Area to be shaded: 16,570 Sq.Ft. •-'! .. ` * `lb .*,.` '" r' - --074,, ** �•PYNE '' I % 1 �+ L '� `" ❑Add •f ' Ili . .� "t `'r■ r ♦41 - 1 IM4E s 'F1 fi `O •a V■■■ I 1 a, L, G NQ-! / r . + �. �Ilyb .11 � �11 e .� -'[ \41 y ! ��]lT ',i•PIHE ' ' �7 �~ � vi G' � y o i1-
4.) Areas shaded b existin trees to be retained in and around the vehicle accommodation h %ilk �3.: J + s.�I ;- -�
arca: i %�r �,,, -� .4.� 4. x PIHE i ;~
#of Existing Perimeter Trees(354 SF Coverage) 0 Trees s. / �. .10 'I'_ ,` �-, +it 7.k r P"'E r ' F Vt .Z i fi
#of Existing Interior Trees(707 SF Coverage) p Trees = r/ .V .-1 . 4 e� � /.t! ' /z F/z `•4•r ,,r '-._ I y „L, a [Q
�„ .c'' --'•'"•^1 . . '1 • / / \�! - � • 9•RHO. 1 'y.' + ` -
Area Shaded by existing trees to be retained: [1 5q.Ft, =r //' r' . � `Q �I 1 , g�`'
5.) Area shaded by required screening trees,if any: / r ve . . � ; =, ��` / rr 'I .r °fit_ / Qi' r v] Q
#of Proposed Perimeter Trees(354 SF Coverage) 46 Trees '� Ir " r "-� �� ! �y r' r` h' J
Area Shaded by required screening trees: I 6.284 Sq.Ft. /` �' / • I •11 I�*' * fr •
�' `_ /(1%3// / o]
6.) Area shaded by required street trees,if any: - ti`b/ f` _ * „ * + r' . .,>:, Ql /
v r z �Ir 7 i
#of Proposed Street Trees(354 SF Coverage) 0 Trees ---„,� / •' -':f- a,: 6� �? r ��' r' r'- I �I Ji 1' / Q
Area Shaded by required street trees_ 0 Sq.Ft. FPINE
�5•Flit rWA 7•• frk _ ' - f.''. ;;*= / i_ ' EN
7.) Subtotal: 16,284 Sq.Ft. l„ ' x
f L '
(If line 7 is greater than line 3,then the shading requirement has been met"If not,go onto (dr ly '�F"" r *=.. * i/ _ �v "T �b Q�"""E �f r
y.3�s;- �i•FINE ' r '`- `I/ -� * j '� \�/ 9E"PINE ' 'ry ''' ��'
line 8}. ��' �{�, '4` - :� ,. * I� ,' . i
I2•PI 5'oui 1\ , . e`� „1 Ai * 14"PINE r ! -- y1yl�
8. Enter the difference between line 7 And line 3: 286 S Ft. 1�'QT Q "`RHE _�+! / /
llll _
�' 8 f/t/. "'�. `16•PINE _ �.• .�+�1I _�� ..........
�.. ' � ' PINE NE I / / y
9.) Divide line 8 by: 707 36e '7 ` 1: .,_"=Li ERNE-------- _ r�` • r.!r ' / / y / L
10.) Total number of shade trees required within the vehicle accommodation area: 0 Trees 's8' 2-PINE * • `
-
1l _ _ oo
*' .�► . �rlr r _ y PoE ;r i S Y W
j LLI
'S 2i•PINE * - // `,� -
'` * •-6 --\ /' -\t/ - '✓ .},,. i.r / S5_R.H lY IPI71E ./ .� 1' 1 oil
'. `'=0 le PINE •Q .ter ��1�.,'+TTr'f _ J c%N f 1 4•'• ��• ire
Total number of shade trees provided within the vehicle accommodation area 0 Trees /
t �- `�. ,3'PINE a 17•PINE - 'ry ��. ,p 4, P l 1rQE / /. 1' ' • • • • Z
Ir -
_ - _ I : "�V (.1 ,7',. .f ."iiYr -4 .�V' ���i.J • e 0 • • LLi
- �--- '_ 1iJ I
a J IS �I1 n"PIHE ,xiPwY[ �'' t��' l ��J_ $ _
INTERNAL PARKING LOT LANDSCAPING- 15%GF TOTAL SF '. - �-•`` * / f
�o SHE r I // y�! 1'�11
- - II r --� ti * (s } 021•PINE , \i -
--� '' R 1 IP RAE 7 ''- ,''•� ,Y RNE ' W^ ' `i' 'na 06-01- •• �:4 V 1
TOTAL SQUARE FOOT OF VEHICLE USE AREA 82849 SF - � r f r �' ':,a `t� .a it° / e PI PM 'r '`r � 1-i�.. •' O ;net 1
/
` -- ��_ �'��-_ i r r PINPINE I� '� 16•FINE //I '111, ��•'1I.Y 1,,*t W
y LOADING AND SERVICE AREAS 0 SF ' ,' E. '
5;-
( )DRIVES WITH NO PARKING ON EITHER SIDE 22440 SF --___ 113
1 I e1°•FINE - _ �"" :.\I`, / ; z
tt Ri[E ! i �'7!
•-.._ --� ' "•4�_ I i ttl'PINE i. '2- PANE °•'F1HE • �ry ^•
(-)AREAS UNDER A CANOPY SF AREA REQUIRED (X) '- r 12 - / - CJ' ( �'� >L
i'-.b 1 iH I 0 015
5•PIHE \t,' U"IiF;-,�N -- y '" :,E ti-RILE J'�' ' 0
60409 SF x 0.15 '9061.35 SF .- _ 4'`PNE �► i - =f.t / Ixey CI 12• ` ;' .1 I
AREA PROVIDED 9.917 5F _ - -`_ ,a PINE * -
_ 5" HE ; }}}��y�' RELEASED
LARGE TREES 3(.12505F} SMALL TREES(X/1255F) 'SHRUBS tx/35SFj _ `� - ��� �j'y pf r P�IF' - - • 'r- / 0g. °�39 pr 15 FIHE 1 CZ
_ - - - ' .:<. 3,5- Q.PIH /�'. - - '11 _ I,,.:Pe},E ;' ;. ❑r (W
- � �� - I1 :` II+E I'9. PIH£ ' C, it
REQUIRED , 36 REQUIRED 72 •REQUIRED 259 ., ,6 P _- • s„.:.. * a 1 _ Q
n 2Y I HE $ : �f^ ., :• * - .'''P II{a'NE / / 7 t I PROVIDED 26 PROVIDED D 20(= 14 LG. TREES) PROVIDED 259 -- V( � D ���- PINE
: :5 *��A 11 / CONS S R U�"7'j()_V iy
-'7 �r�n r� `,f , 17'PI t 71NE ;
PERIMETER PARKING LOT LANDSCAPING ��II r✓• �� i.��Il`�" * L-'--y CJet -) N.°7./H? ' L YYY W
1:?
v+�
I �� I Y _ A_ t. * 70•PINE
11 1 1• 1'4 I
I -
I" „, �__- _ ';i a I / ; Street Trees Trimble Plant Rd.
I 1 I _ --___..._7.ul �VI i,_}-�15'FINE i C7r:itY`Ji�� II'i lfl
TOTAL:LINEAR FEET OF VEHICLE USE AREA 1824 5F ' r-----__ _ �_� ` _ rr PEEE1� �l NE 1 fTrees
LARGE TREES{1 TR.EE PER 30 LINEAR FEET] EVERGREEN SHRUBS{1 SHRUB PER 3 LINEAR FEETy • '°�PIHE 1 -�r / I L . Tree Per 30 LF - _ 0
1 - i 1 _ -�_�' - I� Requirements Z_
REQUIRED 58 REQUIRED1 608 ,L► ' "- IVRNE 1 (i g +� ) �=�';LE:
1 - - ,a•%H I (Less Drive Aisles
PROVIDED 58 PROVIDED 1 608 - `-_ � _ ' ; I r 535.83 LF/30 = 17.b(� S NotP.G�
NOTES: ' ,,r; J
/ _ - �', It I ' Number Required 1S ` D
1. PERIMETER PLANTINGS ARE NOT PROVIDED WITHIN ANY EXISTING TOWN EASEMENTS, / , - r-�- /,' •' Y"' Number 06-Q-1-22-
+ - -- - / J� Provided -18 EXISTING TREES
C. /
--~-_ ,-'� �cf,.:, / bra HL 11 E .
.r__ -_ - = �� i �/ / 2000554 1-
'`
��- - - 1'' y L5-5 .

J
r Lu
/�� • Z
"' ` ' 6) � o s L>> � � LJ � - 4 ' 1 ate_ � �IL ' I-i.-i
Not
\ ID s' , i <— 5 8
2 6 4. 0 3' - - � --_ w
` _ o aQ $Q u_ Z
Street Trees 'Yadkin Rd. F T Line n -�- - ,Cr- I Feet
Trees - _ i _ XI
Requirements i L . Tree Per 30 LF -„i1 4:
�L p <
(Les Drive Aisles) - CONTROL CORNER Z
605.51 l l r�o = Q,ia h avin NC Grid �-'-. w
Number required 21 1 •cg R , i Z tY
Number Provided 40 EXISTING TREES h N A Coordinates: ; L� w =
-- -- 7 PROPOSED TREES , /''- .!r L� Horizontal-NAL 83 it
�'
X-- 88� 322.78 0� -
I — 525, 310, 09 •� -v_-- z < I-
{ N49 24 33 E
1 69,26' z= 3 8 4. 9 8 W °- 11
Landscaping Plant Information / Guantities: 1 --' z do z
Symbol ' Plant Name Quantity Size at Planting Height at Maturity Spread at Maturity / �.� �\
1
10 2 z
,, Glossy Abella(Abella grandifiora) 442 24" Height 4'-b' 31-5' ---- �•.� 4
/
Red Maple - •.D 'J Sa
(aGer rubrurr�} 40 3" Galiper(8' height) 25'-30' 34' -� �Oi
sj/ Amerioan Elm Vafley Forge REMAININE BUFFER IAIILL -,, _
_ 40 3" Galiper(8' height) 25'-30' 30' NOT BE DISTURBED.
Nimus americana valley force) 1 {Y
. r` EXIST1NCa VECaETATION '- Lu
/ SHALL BE EVALUATED i z
Gompacto Haily(iiiex giabr`a 'compacts') 43-1 24" Height 3'-4' 3'-4' /'/
FOR COMPLIANCE IAIITH ,
BUFFER. ANT AREAS i w
?- Jr Grepa Myrtie(L. indica) 35 8' HEIGHT l01-15' b'-I01 I / FOUND OUT OF ' _ JI W
CO
/ COMPLIANCE THE THE 1-
SCREENINCa SHALL RAVE
Long Leaf Pine 15 3" Galiper(8' height) 80'-100' 30`+ \ el 1:4F- .-F) kI)
SUPPLEMENTAL PLANTINGS. o a
L � J N/F
z
a
20' LANDSCAPING BUFFER - 5813 SF JBO HOLDINGS, LLC I
Large-Frees 5rn0 II Trees Shrubs _ BOOK 4207 PAGE 356 Q N
CZ
Requirements I L . Tree Per 400 SF I Sm. Tree Per 400 SF I Evergreen Shrub Per 50 5F PARCEL ID 207,30775 „,..,._ a
5813 5F1400= 14.5 5813 5F1400= 14.5 5813 LF150= ilb.2b . 1°\ =
PIN 858OOF56� 7 -
y ,
is
_ _ :* � �
Number Required 15 15 1lb �� ZONED: 1 '
Number Provided 15 15 �'
lib _ USE: COMMERCIAL PROFESIONAL ,: - - -
Mom-
1 / 2< --- 'yam-
VEHIGLx USE AREA SHADE CALCULATIONS
l.) Calculate square footage of the vehicle accommodation area. Include parking spaces, _ �L.<
driveways,loading areas,sidewalks and other circulation areas.Do not include buildingL .. ' 11
_ V Q
area and any area which wi 11 remain completely undeveloped: 82,849 Sq.Ft. Street Trees Trimble Plant Rd. •_ - - �.
2.) Multiply: .20 Trees off'] I x m c "
3.) Area to be shaded: 16,5'70 Sq.Ft. - i y V ,,,
Add: Requirements I L . Tree Per 30 LF �y
(Less Drive Aisles) • r n ,�t -�
4.} Areas shaded by existing trees to be retained in and around the vehicle accommodation ! �..�
535.83LF/30 = 11.86 S = '3' ll
area: - ' �Y a
Number Required 18 Q�
#of Existing Perimeter Trees(354 SF Coverage) 0 Trees ' w
#of Existing Interior Trees(707 SF Coverage) 0 Trees Number Provided 1S EXISTING TREES
oA. On
Area Shaded by existing trees to be retained: 0 Sq.Ft. 1.
5. Area shaded byrequired screening trees,if
} q s any: - � � AREA OF EXISTINCa ��Q [f� � � `" � ~
h STOR�'Id^IATER t j .., z
#of Proposed Perimeter Trees(354 SF Coverage) 46 Trees 19 CONVE`1'ANCE
Area Shaded by required screening trees: 15,284 Sq.Ft. AND SEd^IE R EASEMENT i-j��
5.} Area shaded by required street trees,if any: 0 / �d Y
REMOVED FROM BUFFER a
#of Proposed Street Trees(354 SF Coverage) 0 Trees /� /� 0C- 11
Area Shaded by required street trees: t] Sq.Ft. / LANDSCAPI N6 C Z
7.] Subtotal: i16,284 Sq_Ft. QU I REMENT Qa
g�
asN <,,_
(lf line 7 is greater than line 3,then the shading requirement has been rnet.If not,go onto -` z
line 8). '-o
8.) Enter the difference between tine 7 And line 3: 286 Sq.Ft. ��
9.) Divide line 8 by: 7075 �i / Z
10.) Total number of shade trees required within the vehicle accommodation area: 0 Trees �' ;�:�'- S E L W
4' / ter'• ._s -, w
R0� �R
Total number of shade trees provided within the vehicle accommodation area: 0 Trees i/ / r'p r-.� BUFFER •`"_ s• • •�
INTERNAL PARKING LOT LANDSCAPING 15%OF TOTAL 5F • S � R ,� OF T N ° ,� `
_ /OFF-SITE DRA1NASE - ' 11 - ~
TOTAL SQUARE FOOT OF VEHICLE USE AREA 82849 SF �� •
/ ���'. 0 07-
,,.. REMOVED FROM SUFFER • _ Li)
(-) LOADING AND SERVICE AREAS 0 SF
(-)DRIVES WITH NO PARKING ON EITHER SIDE 22440 SF T/ yy " ,:�,1 R��,��N7D��IREMENT .�,,1 \,‘ " �4• ��F```e
(-)AREAS UNDER A CANOPY 5F AREA REQUIRED (X)
60409 SF X 0.15 9061.35 SFILI
�f / ,/ e'a' Z
AREA PROVIDED 9917 SF - �'/ 0
ti4i
/
LARGE TREES(X/250SFy SMALL TREES (X/1255F) SHRUBS (X/35SF) ---\ - �';4** „ �� a ° lila ,r� RELEASED
�75'PINE !
ILI
REQUIRED 36 REQUIRED 72 REQUIRED 259 s� ° ' f
_ - -. M 41 *. o- .�• to / for CL
PROVIDED 26 PROVIDED 20(= 10 LG.TREES) PROVIDED 259 - r�. * -0.,, M Er J
_ - - 1 **°a"s ,r; 7,� �� NE ! CON T_R LIC 'ION a
PERIMETER PARKING LOT LANDSCAPING -- - ass- ILI
I �J',* 4� NE A / D-
ill" 1.- - *pe • _
TOTAL LINEAR FEET OF VEHICLE USE AREA 1824I5F - _- CY �[ ��,r PNE
LARGE TREES(1 TREE PER 30 LINEAR FEET) EVERGREEN SHRUBS{1 SHRUB PER 3 LINEAR FEET) - �''� ��L�OU �Y� P,,� �REQUIRED 58 REQUIRED 608 _�/- _ — + LVZ PN g�REQUIRPROVIDEt] 58 PROVIDE❑ 508 - `s_ '�. w t PNE / ///
f __ art :
NOTES: _ _ - _ `� , ,„;e°oci°°° / AS Noted
?1 ��-y� �� a ��' PINE I _.-
Q CZ
1. PERIMETER PLANTINGS ARE NOT PROVIDED WITHIN ANY EXISTING TOWN EASEMENTS // 0. jyi T 0 :t{ ��4 `
f f ' 1 VIA, f 4.7
# `I � a pp+�pfp� V+

r J
■
c�� 1.11
construction Notes:
,011.>
I) catch Basin Design Specifications to Latest ASTM G-c113
� Specifications Far "Precast concrete Water and ~
-E,F or&Grate Jr �, <
�� 1Nastewater Structures and NGDOT Standards. z
2) concrete compressive Strength 4,000 Psi Minimum. T-)
`I ��1 ' J ° 1' ■emse cn�b 3) Steel R.einforcing Design to conform to the I <%,1 � �j `� �J, Rsqulrernents of �45TM G BgO 5peclflcatlon5 for Grade 6O) 1 \ ' � Re-bars conforming to the Requirements of ASTM A-615 or
4"x4" Treated I"x4" Treated ��¢�3 WWF conforming to the Requirements of ASTM A-18,5 or Z 0 lf� �
Wooden Garner P--t Lumber I" Separation 0 J
iiiiiiiiiiiiii
Waaden FanGe to be painted
J� ' **5. Y��s 4] Additional Reinforcing at Openings, W =
pa color that matches the J
proposed building. J �t °g*5` �■� ��e' A, J��� I•� 5) Designed For H-20-44 Loading. z Q
'�y 1. 6 k gb.
49.
J� b) Steps Required an catch Basins Over 3'-6" in Depth. 1L]
/11111111111111
�. P q P = Q
* * Steps Shall be Steel Reinforced copolymer Polypropylene 2 T1 O
=o=u- I-1-14 II-+i—„_n_r=i-i,=n=n-:i - li••i a3 \�5 fr
fQ 6n �97e Plastic and Meet the Requirements of ASTM G-4-I8. }
III ���I 3 >7
[r1 J�� L�■@3 > 1) -To be Field Adjusted Using NGDOT Approved Methods
� • � z
�� so �, 8,} Pipe Penetration to be as per Job Requirements. Pipe 2'-g ! Woodon Fonica 'OW NWAC SorrsarmQn •1111
m ,� �� ,,�t witn to be Installed by contractor as per NGDOT Requirements
V ,�,' I'm e„tyl - ••_� far Mortar Joint GanneGtlans.
4101
Scale: None � Sealant n r []�
q] Frame, Grate, and Hood per NGDOT Standard Detail
R E S S U R E TREATED 6 e. 840.03 or a5 Otherwise Specified.p To be Supplied by
-° Either G,P.G. or Gustomer Supplied.
sr•
6 X 6 POST W! TH 3,a' �Ssn. **S.
io Joints to be Sealed With Butyl Rubber Joint Sealant 'y
METAL DECQRATi VE
CAP 5hlpfop !Dint With „ 6* Jar` ` conforming to the Requirements of A5TM G-GqO, or Motor W
1'0 Bu l Robber �' J as per NGDOT Requirements, or Bath. Z
sealant in JDfnt . 4sg J 0
^^�^�•^ ��� ,- . ♦ 11,1 Diameter of Pipe catch Basin 1N111 Handle Varies. W
IF IF ; F'J 5hiplop Joint With t e. r I 1
•®e *ippip.6,, I°° Bu l � r , 12} Total hei ht ob 5 ecificatian. WJ� q. sealant In Joint ' perP =
m 42* J��� v��8 J� r° en k ■� . 13] Joints to be sealed with butyl rubber joint sealant in
Ts ,
J ��y �� �■ CO conforming to the requirements of �45TM GgOO, or mortar 0 0 0----,. . , , , _./-1 111(/
`sN I: a .
as per NGDOT requirements, or both, ili iii CL. re �"
- r r PRESSURE TREA TED •SHADOW BCX 1=ENC m 1
44 l iftin Holes
411.
•
so
/ PRESSURE TREATED ��� �'� {T�P1 ��• -6 X 6 POST Wl TI ! I6" AGL®55 rtmdowsMETAL DECQRATIVE �� �All451de5 �-:� '��--CAPPRESSURE TREATEDIv e :CT/-INII-C:ILI
sl-1 A o w BOX FENCE ����] Q��� �� i� �Pa�s �n��ft DetEd0 -� �- ii�.
r �^ r i i Type _.a None None Scale: None 2�s" . ' '� `,, 1
4 Lifting Holes r _IJ �J - ,_ - ! : . NI 001111 �fry Hola� 1/2" RADIUS r6"
. R-3. ASPHALT PAVING �� r
JJ J ACGOSS WEndowS a J.
i/8" RAOIIJS O
All 4 sides Access Windows
• All 4 SId®s 6 n 1'�� 7 V _
I Curb N DeRarl J unejon a om BeRel '�" a s Q i
Scale= None T j-6'-'-'1
a 4 4 1 �, Lr {�
tal®:None r �( C- )� t-7 ''L�7,�J ai t\ L.0
- J 3 Drop-in Anchor Installation: w { i. Gj me en a ,,
l_Lt.��� _ 1}Use a carbide tip drill hit{conforming to ANSI B 212.15)to drill 5/8"x 2"hole{die.x depth} , m l I 1— p� ce ce en U Q
—� 2}Clean drill hole of debris a = _ _{ 1 ,,► C] ws ± ~,
3)Insert anchor into drill hale BACK OF CURB a o �-- 1 1 I ` - .j 11---1 1 I 1- COMPACTED •N ,� % Cr; a: d
4}Use hammer and proper setting foal*[for 1�2"Drop In Anchor from LICAN}to drive plug down M o v 'I P---1 , ' SUBGRADE . • �o y r
.Dares D g ar/Tr�araaoam r Scrasg in o r NOTE: a ,; a
5}Fasten button head screw[Maximum torque 22 ft x Ihf} • ' a ALL WORK MUST AND MATERIALS MUST 8" ABC BASE '7 •C a o I-
*substitute a narrow punch tool at installer's risk a ¢ g a
Scale : None j-3 7/8 06 V-6"
Ti COMPLY WITH NCDOT SECTION 84B 3000 PSI FIBER Z. "��
I i II 44)
REINFORCED CONCRETE � � a�. �+ � vs W
SCORE FULL WIDTH OF 30" CONCRETE CURB & GUTTER -i••1 vs a
CURB AND GUTTER 2'-O- 6" N.T.S. FOR HEAVY DUTY PAVEMENT •N 'fi �+ - i�
, 4' 1 4' 1
tea 1/2 - . .t f- 2'-5" - V) O
z
I2° I 217/8 /4" THK �J500P51 EDGE OF PAVEMENT 3 7/2" RADIUS " R=3-2•_D" ASPHALT PAVING )-
1 A A CONCRETE 2'-0"
12" ❑ ❑ 11111MI
iT/5" RADIUS22 PLAN " �„ Nor
�.
RESERVED o23/8 AND �z n d <
r JFAcEcFcURB � � � 4 a°OaSN
MAXIMUM PARKING + 1
I F-I I -111_ 111E-111==1 ICI I :I z
r3 PENALTY - 1 1=i 1 =111_ , , , i q 11 s" ABC BASE
111-111f111-=1 11 l 1 = I Fai.-+� J
III, . Iii1111111�i�€ z
$250 &)- _1 [1 [1 FRONT —111--1{ 1—
i46520-37.6
oRhod Of Cradling Cu And ina��er� NOTE: COMPACTED S E w
R7$L7 ALL WORK MUST AND MATERIALS MUST SUBGRADE .. � �{sir W
36 a a COMPLY PATH NCDOT SECTION 846 3000 PSI FIBER a� ++•+• z
r Seale None MOT TO SCLEM N.T.S. FOR STANDARD PAVEMENT TT REINFORCED CONCRETE = `b .i 5R• - -
5 wed Far use 30" CONCRETE CURB & GUTTER ■'
01t„t®�0-3�� ` J __,.,,_.•,.,...._,._,,,,„,..,,,-,_,,,,-„,_,,..,,_ "_ _ _ __-_- = 6" compacted Aggregate Base ;�•� e - W
R-r-B r Y: - ;,- _ '!-ram -
Legend and Border-Green
- Gam acted Sub Grade _
o>' SOUTHERN � s
3 CONCRETE CURB & GUTTER DE MI. R-1 193 1
Ebckcxawtd-Mite out AcceSsble g � -1 J = - P U..= rrumr>:e". _ !-
O. a7-
Olen Appl kelpie -A u �� %
R7430 Penalty fora :• lid
Required to � 0� Grade �" rf'•. ! �"r,-C�.•``�` .J
all R7_S Parking A BICYCLE PARKING SPACE Gampaction to be verified by a Geotechlncal Engineer ` ,,,,,,Z+++E S F` 4
�/ � ` Lu
z
SS1gi R7$ v�/ •' - . ,. r _ .. •r F► • (, k2
IsTl ��'�Grrswa[l Parading Deb n
� h :`.-. . .•, - • - . ? - o-i \/ 6• '`• % \ \f \ � 2" SF4 5b Asphalt 5urFace course
12 iT 5 x7�C7 \ � \ =. ,. • •, . , , �� �\ ► /\ Scale _ done -7 F
TY 1- - • . i ■._ -• •• \�� \ D► ie \J\/ \\�\\ � C 5F�f.5b Pephaft Surface course p�
i g,� i J _ i i -i i f / n -• - -- 8 ABC, No. 1 Stone W
/ � � �� � / \ �� \/�/ /�/ \ Width Varies x 4 Thick Concrete Sidewalk - ,- .-.. .. . . . .. ... .. . . .. . . .. . . . .- . .. . ..- ..--.--. - for
`n \ \ ` ` 3G1Q4 P51 pi/ Fiber G5% Standard Proctor (A5TM D b�i8� Q
�� ��// // // // // //�r/ // // /�/�/�/�/�/�/ / / Install Expansion Jt. : :-:.:-: .:•: [ RELEASED
ONS'TRUC 'ION °
To-
VAN 2. 1� \ \ eve 34�and Light broom finish
ACCESSIBLE �� Fisrade / � / / Construction Jt. Every 5' �i5% , No. 7 Stone •'-:,_,.-• ,•:.' :..-.• W
\ /\ /� / /\/�/ /� \/�/i\ //\/\ : .:..:..'._.•.._'''- Standard Proctor (ASTM D bg8) •
:: :::. :: ::. . :.:..::::
Van Accessible Sign if ` ` ` `. ..` . .. ti,.. .`_c ~
/,\//\/�X/\/\am '' //. \/\',\//\.\r/ L J�.�IN
/\%\�/�\/��� Gom acted /ti\f\/N/�\j\�r� Gom acted
M ��--,rr o nn�,a �,a nn p ❑ nn n{� n \ \ \j\ \ /, / / SCALE=
[fla dricap PRITUng Sign 'll'cycEs A ck/P rh11n g BL�LS LI1 /\, - /j" /� , P / / / J', P z
0 0 p ���a�d a \ \ ,\` \�, \ \\ i\ � �\ .\\ \f ' Su rode \ \ \ � j\\/\ Sub rode
❑ ❑ ° !��//�/��//�/ / /j �/j: f� '��".\//�/\/%c%•\� • "must be inspected /j j�j/j//�j��j. "must be inspected A5 Noted
/. /, / / j / \ \\`:.\i \r\\r\.\i`• 1,.\-i\�f:\i,,.`,.\`.r\\�\
cale: vale \.\ ti.\\:\\..\� .\ .:\ . and tested prior to and tested prior to 1aATE= []�
Scale : None Compacted Subarod
Compacted to 615% AASI1TO Tqq pawing° paving" Gib-Gil-22DI
NJ IS[`?�S IJ U d CC<?ll r d Duty .n e wy DLL ley JOB NUMBER= °
3' MdiaNga[lk DgRa O A phsE paw��g Sectron Qsprnalt pawhg Sa©U0� �00053�
Scale: None .AwINC�1C ,-�
Scale : None Scale : None J ` GO-I J

J
W
W
cz
Z
r
STANDARD MANHOLE II L1II _�RING do COVER z n2o Z
LDT - F]:NI5NED z[ Z l'N't
rt�HIGH BYPASS OPTION I W W GRADE - D y CZ
1 (WITH 75" MINIMUM HEIGHT) L.L. z - -1"AI 1 l il. l 0
DLL ELECT. SERVICE HEATED FI$fRGLA55 ENCLOSURE: l.._ 24"MANHOLE RING AND COVER,SEE QETAIL S4 w t1. =�i-11:--III III--III
D.I. PIPE SECTION PIPE M.AY O
AND GF7.P3Y INSTALL AS PER MANUFACTURER'S O ,11E,! f- '.,. ��.-I Ci W
1 NOTES: INLET VALVE z acct.'. CONTRACTOR •=Ir1= II'-1' NOT ENTER THROUGH MANHOLE (.0 '
=_Iiiiiir7
7.LL. REQUIREMENTS. S££SAECIFICAiiDNS =-I' CONE SECTION OR ITS JOINT Z
7) 1-1/2" METER SEDER (VBHH-76-T5-17-66 FORD) (FLANGED ANGLE BALL VALVE)• 7.a.. z z o= �} Q
1 2) 2" METER SETER (VBHH-77-75-77-77 FORD) -'r' ' "rv''T ELECT, SERVICE AND7//��C^R HEAT TAPE INSTALL L, E+..��r - '} ` W PIPE DIA- + Q
•- I- HEATER SEE NOTE 3 AND CFI BY .AS PER MANUFACTURERS Q T ,^✓ Q ENTIRE PIPE .SEGMENT TO
FLANGED ANGLE I ELECT. CONTRACTOR REQUIREMENTS.
I-I--
' 2-O• e.E D.I.P. ExTENDING ;O W
(DUAL CHECK VALVE ❑•
111 GV 11� I ` ay
d I 2' MIN. ❑ h"T 4" y D.N, d
THE DPS I'�{EAM MANH•D!E J L
{ In. RPAR D rr
,�p 1°f REDUCED PRESSURE U] ! S" i -- TEE
ASSEMBLY APPROVED ll�r1 I �. • �� T r .� f r O.I.P. BEND 7D BE z W _
11
I• , •11} E'M&'Y 1 �� �r ENCASED IN CONCRETE ¢
t '• • ALIVE VALVE I • ! cA. - 2
m I-_ > Ilim w NEW MANHOLES USE AN APPROVED BITUMINOUS tD A • _ • D.I. .PIPE SECTION
_ S IIwR•.-.�++► ,•'�' II S d . INVERT SHALL B.E I2-'
1 _t w - BASE SEALANT THAT SHALL 8E APPLIED TO W Q
• _ I 1 1-I I _ Q 1/2 'THE 1MDTH & T•
I-1 J- !_II1 i -�! I- MA7l. L _ a + HEIGHT DF THE JwV7 _ TH£TC)P OF THE CxN'7E SEC7fON ID PAOIROE HEIGHTIJT PIPE.. •
I1 1 I - ISO"
i2'MPH. A WATER RC#fT SEAL. 90'O.I. U] O'-- I W • �MIN. CO 1 ASANNbLE SGWE AND BARREL r "�'," - SENO V �F DROP
-I i ITp I ! - rrr
_ ' SECTIONS SHALL BE AS PER NVL�iT ELEVATOR 0 D
• LVI 1-
. N,C.A.O.T: STANDARD 840.67 J NITHIN 20` OF MAINLINE
VALVE BOX - III- I I y� l� .. __ Lw77 ❑ .,A.: J �, IIJ',fRT ELEVAT70N ¢
1I PLUG-CONNECN'EA G7 ..
C7 HEATER CABLE 4 4"-6'DIA +n CONCRETE
_Z
., Ak 1111,
(SEE SEC, BY G. Z i _ 3000 P.S.I.W AS t-• ENCASEMENT
�� PROVIDE SLEEVE �I Q _ `.,p 'O"RING SEAL . ( )
FOR RISERS THOU N 4. 1 OR BERM RUBBER,A7YNT '.I 0 rtI
W r, �. _ 88ER BOOT 1NTH CLAMP SECTION p ? .
LL
WATER MAIN «,: j COrfC. SLAB I I II ;�,, i.2' No. 57 STONE
2" C-84-77 FORD i-7 2" OR 2" BRASS iV I�1 �._ RISERS SHALL 8E f Lr7 •
_ • C]
• -J113RrOGID COPPER PPE W '
COMPRESSION THREADED PIPE +L" A"BACKE;ON PREVFLLIFp_ IL r I�
I� z 3/4"-2'BAC{FLUW PREVEN TER X
ADAPTER f OR NIPPLE Z + ¢ L
f/ ¢ NOTES LATERAL rNVFRT sfiALL F_-
❑ NOT B£LOWER THAN Z r
5 1-
2" SDR-21 .= - T. 4'- 8'REDUCED PRESSURE DETECTOR ASSEMBLY(RPDA) L MAIN SPRINGJNE. ¢ r
I SHALL BE FEB00 MODEL 825YD OR APPROVED EQUAL y US
2. 4'- B"REDUCED PRESSURE ASSEMBLY{RPM] ¢ PRECAST CONCRETE MANHOLE BASE e'-1" • NOM
1. TO BE CONSTRUCTED FOR DROPS OVER 20". " _ I W 2" IRS-GATE VALVE SHALL RE FEBCO MODEL BBOV OR APPROVED EQUAL. •
W" R 2" TERA VALVE
UNIT BALL VRVLE GROUTED INVERT PLAN VIEW L ALL MANHOLE CONNECTIONS SHAM BE CORED Kf111 A CONCRETE CORING MACHINE. ►Ja
WITH PADLOCK WINGS ON BYPASS 3l 3/a' - 2•REDUCED PRESSURE ASSEMBLY(RPM) Z
2" X DL SHALL BE FEBCD MODEL 825Y OR APPROVED EQUAL 3 APPROVED PRECAST DROP MANHOLES MAY BE USED.
I
MIN. Cr COMPACTED/57 STONE , Tp SCALE
BRASS NIPLE 4. SEE SPEGFPCADONS FOR ADDITIONAL REQUIREMENTS M.
Tit pCIEVDEA B SE OR LARGER DNA, FOR 8A TO 8E INSTAIfEn 1 T `!
OPTIONSLINGER NEW MANHOLE
RP2 ABOVEGROUND OF BACKFLDW PRE-VENTER. VALVES ENCLOSURE FTC- MANHOLES OVER 7D IN DEPTH_ Z
USE TEE IH7II THREADED 2" OUTLET- 2" CL BRASS NIPPLE IN HOT BOX 5. NEATER AND POWER CORD 8Y G.C.., SEE SPFCfFlCATfONS 2. ALL SENEH LATERALS AND TRUNK LINES SHALL 8£ u--I
OR 2" TAPPING SADDLE - DOUBLE STRAP FOR IRON (5S) INSTALL PER MANUFACTURES INSTRUCTIONS ENCASED N T11 EXTRUDED BUTYL ADFNCSVE TAPE. _ W
NOT OC= OR SINGLE STRAP FOR PVC (BRASS) _ _ B. RPZ TD BE USc APPROVED.
O SCALE
DATE OMER 2020 .• 2020 NOT TO SCALE •
DATE;OCTOBER DATE;OGT0BER 2022E I-
. di
STANDARD MAI'JHOLL O
1/ONHOLE FRAME AND '"RAMEAND COVER : AC JOINTCZ
ENCAS'EVCNT TO DE SET -. SEE NOTES 5 AND N 0 T CZ
FLUSH WI TA FINISH STREET 1 - tj'I
SURFACE.SEE NO1E a ] ] I-L
2..A C 12"MI@.1.ITYP.I y
•
N' . SEE Nr71E:5 I L
. Ul 0
L I� 2 MUST RE 2"BELOW GRADE NDT:S: ..r�K�LLI " r•r�%"�•.uy,�,,,, _ - H-
LL ��` W a THE FULL LENGTH OF THE SEANCE DITCH 1L w - " { - .
ALL&-AN �RVTCES Q C1. �i/ x �� GRADE
DS RINGS E AOJ,:SI I
SHALL L'ONNECT fArTO MANHOLES Z BE COMPACTED IN fi"LAYERS MTrI MECHANICAL TAMP. D e r TO GRADE GR❑UT SHELL SE •
N
. Z ce
V,FRTICA:L SIDS-H,.. _ ftirA
Li W ZWITH JINSIDE SURFACE OF RING
CZ
0 T FR•QPER7}'LINE 0 I- SHALL E IN PYMT Iit III.l I Y \ D
H
I� }- STD VALVE BOX SHALL BE fNSTALLLEO Q r •Nc N } d =
ROAD R-O-W. INSIDE A VALVE 80J! !2�, PLACE CONCRETE COLLAR
12" - KITH SEWER OR STORM O . - CD1JPLE TELY AROUND MANHOLE
COVER AS IMPPLICABLE. (/r E'7,MIN MINI1MU�M 12"MOTH r _�
CLEAN DUT W/POPPER TOP MAIN TA IN I C']LLP.R CDl'Er7AGF
PLUG• f1$PtIALF PAV£HSEN f�ZLIS7ALLATION souAR •r�� 90"CORNER(J1'P.I .,
4'OJ- OR CORNER .M \
PVC PIPE t •
COMPACT UNDERLYING MATERIAL Z
ALL STEPS IN MANHOLES ARE COPOLYMER POLYPROPYLENE \ - a
_ .PLASTIC, REINFORCED WITH 1/2 GRADE BO REINFORCEMENT MANHOLE \ - +'ROUND SLOTTED CAST IRON. F 'J NTIL FIRM AND.UNYIELDING. \ W
MANHOLE STEPS O IS'D.C. IF DEPTH IS MORE THAN 3"-D' m ml BRASS OR CROANE CRAZE ❑ \'r _
FUJSH INAI FINISHED GRADE INCREASER p �,..
FIN/SHED GRADE w CAST IRON FERRULE ROTH r-
to DRROSPON RESsrANT _ U . COUNTERSUNK, BRONZE PLUG (STORM SEA} (J-EANOLIT , 2
MI•IEN MANHOLE TOPS ARE IN MAIERIAL re--'.'•. Ili-III111i. Jl-III1II--III_i111:II: -f1:=11_f,_- ICJ-Iflfrl1;-III-III--11r- "II III- ¢
T EXCESS OF 3'ABQYE GRADE RV88FF, PLASM I}-I I__I I1 r1TI�I I��iX I I�I I_. -1 r f-I�I f rl I-I V i 111 I I �I I-1 I t 1 I� j • [SANITARY SEN£RJ BRANCH 4] N�ITC 5 ,r _ .
{ } FINISHED GYRaUE '
r. OUTSIDE STEPS MUST BE PROVIDED. CR - LINE 0 1 M SHALL BE ADJUSTED TO FINAL GRADE AND CROSS-SLOPE AFTER PLACEMENT OF F'NAL PAVING, W CUT CIRCULAR HOLE •
~�RIMS g F1 RAC P GSA Cl LAR ❑
4" l a.w L1- I ' ARouNDTHE APPURTENANCE USING A METHOD THAT PROVIDES A SMOOTH EDGE,AS APPROVED EY THE ENGINEER M O REMOVE
E.T OR 14 REBAR ` LLi W •• •• • • ... U PAVEMENT AS SHOWN, \`
A D CLEANDUT SHALL BE LOCATED ON 7 2.PROTECT FROM TRAFFIC LOADING IEV STEEL PLATE DR OTHER METHOD APPROVED NY THE ENGINEER)AT ALL TIMES.
BRANCH LINE UPSTREAM OF FITTING. 0
- 000..0000.000 ' 5. .SUP RESISTANT CLEATS rn G7 CORE COLLAR CWIn 3 ALL ENCASEMENTS SHALL BE SET FLUSH WITH STREET SURFACE I L�
.A ., _ D , a P2 xP2"xNT" TI{K ..:....:. :.:...:.: LINE SIZE CHANCES SHALL I-
OCCUR UPSTREAM OF f177ING
I Z CC I CONTRACTOR SHALL ARRANGE FOR CITY INSPECTION BEFORE PCC IS RACED.MANHOLE SHALL BEE]CANDLED AND BACKFILL
FLI n 1 { S I„ -- 4SHELF
' CAST IRON PIPE OR
(SfE UTUJTY PLAN FOR W COMPACTED.PRIOR TO INSPECTION.
J_ __ • SECROV R-A 1� SRO- [ONE PIPE��} 5.CONCRETE SHALL 8E TACK COATED PRIOR TO AC PLACEMENT. U
f2• I _ •
SIDE ELEVATION ELEVA RCW Z CONTINUDLIS PIECE] MAIN UNE� I �N7 ,
rf¢ .r S.L IGHT BROOM FINISH ON PCC. 1•'+ N I• W
FLOW ■ `'11111511110.1rx 7.CONTRACTOR SHALL FURNISH.INSTALL,AND MAINTAIN A STEEL ORATE OVER EACH CONCRETE COLLAR PLACED AROUND EACH L)
_ 111 AI h'I
FOR HOUSE CONNECTIONPLACED Z ] I
N OF a 4 D
• ° 5' Q 8 CONCRETE COLLAR SHALL BE 5000 PSI
• SEE UTILITY PLAN FOR PLAN VIEW AT FITTINGS V7 '�
I
8"7f4'TY7c 45'BEND rMIN, GRADE T x .R2E AND MATERIAL 9.USE OF GRADE RING IS LIMITED SY Ir MAXIMUM MANHOLE THROAT LENGTH •!i 7y 'C .W. CA �•,I ry/
- _ Y+� •
0 � 10 INSTALL MANHOLE BARREL RISERS,AS NECESSARY,TO RAISE THE CONE AS HIGH AS POSSIBLE BELOW THE MANHOLE RING AND �, -38 1 p ^ Ll-
- -v- COVER TO KEEP THE MANHOLE THROAT AS SHORT AS POSSIBLE{19'MAX). 1 �C; >v Q ', r
I � o y '� a I LU
rti/
BARREL or PPE TO REST ON .. : " �=
iL
COMBINATION LONG TURN y� SJ
UNDISTURBED SIXL PATTERN Y AND TA'BEND I N- ,1 y 3.1 C H w L�YU"�
Or TO SCALE NOT 70 ALE O f�� Jy�'+Lr�Y+�� Jy�'+Lr Jy�'+Lr El
C L. 1.1--
DATE oCfoBER 2oR0 DATE OCTOBD!2r)211 TA[1'I To My F u, _V L EFT LI LL�J Je 1: L.7 LJ LI Ll lJ LI L.7 .__"/ L.7 LJ 41
DATE:17CIo1)Di 2020 'l k 4 -
D
Scale : None r.a �' Z
oa] .<
Y
2'-1 a" D
' {" � - . Z
NOTES: LLJ 1
COMPACTED BACK FILL Iy- 1. FIRE HYDRANT- SHALL BE MUELLER SUPER I Z 12 n WI-IlTE SIGN MTN
(LIAR 8'LIFTS) D CENTURIAN 250 AMERICAN DARLING MARK 73. LI_0, ,�0 "PAC"I,V RED LETTERING
2. HYDRANTS SHALL HAVE A MIIMAUM MAIN VALVE SI2E 0 __ �;' AND BORDER. LEACH I
.,,,,,./,.. SIDE OF POS ` l
(3S111
‹� Z� � OF 5}'. r]
MIN. TRENCH YAOTH COMPACTED BACK FILL , LD 3. BRANCH PIPE- SHALL BE 6" DUCTILE IRON ANWA ' Z 3� OR �" l Z
PIPE R-O, t 72' Z (MAR 8"LIFTS) h D Z • C150-76 !
UNDISTURBED UNDISTURBED ;� 'Z.g57R COMPACTION IN I- 4. GATE VALVE -SHALL BE ANAM'A C540-86 OPEN LEFT- drp
TRENCH WALL TRENCH WALL > TRAFFIC MINIMUM 36'HORIZONTAL CLEARANCE FROM ANY OBJECT. 5. CONCRETE- SHALL ALL BE 3000 PSI MINI3LDM AND
• MIN. TRENCH NM1DTH TRANSIT MIXED. PVC PIPE BEDDING SHALL CONFORM
LOAD-SEARrkc 3'MIS. �� 24"0 GRADE RING -5\: i '- TO STANDARD DETAIL. GALY. srt_ POST O Z
�N. PIPE D.P. + 12" AREAS. 857E W
' \ "• S site_RODS AND BOLTS- ONCE INSTALLED m AND E.
,/ .r' COMPACTION 01 TIGHT. SHALL BE COATED NTH TIC] COATS OF •
.4 ,A , NO TRAFFC FIRE HYDRANT. 5'STORZ PUMPER NOZZLE TO Be BITUMINOUS BASE PAINT. 711
PERPENDICULAR TO STREET. 7_ FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL 7-WALL FIRE DEPAFtTMEHT SIDEWALK r
Y- : �. 78'bor. ABOVE ORAAE/TOP POSIIONS AS DETECTED BY THE NAKED" EYE. TO SPRINKLER IaER, TYPE S7AMISE CONNECTION + 7
6 INITIAL `5' CROWN OF PIPE H- ' n OF CURB AND 5"FROM BACK OF CURS • - & NOTHING SHALL BE PLACED IN A MANNER NEAR DR LOCATION PER FIRE DEPT. *��MITN Itt+y z_
BACKFiLL .1 D (4
U ; •• •• ,, AROUND THE HYDRANT THAT*ENDED PREVENT THE , r A %' V,1
�� O HYDRANT FROM BEING IMMEDIATELY DISCERNABLE "` r •�� "�K {�
i 11 STANDARD 4'MRlIHOLE RING RlID COVER.
SPRING L1NE -- EMBEDMENT Z ,.. FROM BATH DIREGTIOkS. i p{Qg; COVER SHODLI BE LABELED WATER 3'-6" r,S/ " '�
4r PIPE % MATERIAL - 4 _.-! G. HYDRANT SHALL BE FACTORY PNNTE➢. �•: " Z
✓ o: r-+U _ isEE vETfJL r}. w " s.
W
v HAUNCHING Y.t; • HAUNCHING J J �., 2' MIN. "•"
Ii �✓ •�E0 � U NCE MUST 8E ABOVE GRADE - ao meavd ieN,_ -
6 MINIMUM ''. ti BEDDING • 4"BEDDING MINIAiUM W LT�J (TYPICALNTS �7^- FINISHED'GRADE 73" X 18' CONCRETE• FNO PARKING ryeti°
' -.. T' �, I U 0'n ` CURB& 24"x24"Ir6"THICK `\ SLEEVE rN ROn1T OF ' J,� �-
iYld•, ..✓;r' ✓,.....A > `%t<ls:;'...•</.•.A/..:/ ? j - -•1-- son,/ F APPi1 BCE} GUTTER CONCRETE COLLAR (r) """'• _. ,- - -- - \ = _.-_. FOE. - m� f1�.7��
¢ "I�" 1 I:HIi,-..r �f I'mI�'lVy' 1" lf�`'O AT-Orr'B 71'. I ROAD e 2'-6" CJf? C�1 2
W V„+� ,• ';ti:...; /"S• PAVEMENT I'll ,r E_J I, 11 Dqilimmi• SPECIAL BEDDING STANDARD BEDDING co _ _ "
:�,�;,n�evci�tc\'t�\�.c�+i; �:t:`. .�.�, F-. �• -I,I. '" .1 I T^ a • �1�a+II '_1,.•mow`
• FOR 11'-26' DEPTHS ;"' z •" _ J ,II. T'
F.f3R. 3' TO 10' DEPTHS , s;;,, ii Q NNtlLRMIIMIIM
IIIAy��'
n z VALVE BOX "GATE VALVE 0 _ n P AHa td drt7e� r■I L "-rlfi3 t_ -- r3" �R 6� rr:<.,►,4 r 50,AA...■ MECHANICAL ,- N • �i s o� •G'.`• " ,� • ---1
JOINTS
. w w•5 CONC. THOUS T- I SUPPORT THRUST BLOCK (TYP..)1 +tt ,Vw
COMPACTED BacKfTu BLOCK = iiii ; SEE DETAIL :71 30.0 GRADE RING �� W
Ice) (TAMPED IN B'LIFTS) W ( �� .+x•1°PT mar R !(�ri ,1 r,... I` ( 6 Z
U` T L lu .. ['r. I,ii ' I I-III-1 I iiiLiWl._I -II I. 1-1-
1, EMBEDMENT MATERIAL MOST BE CLASS I (NO. 67 OR NO. 79M WASHED STONE IS TYPICALLY USED). Q _ •
8'MIN. BRANCH PIPEf �� L'" J6-�,-;, �"ar " ``•i;�' '"i�
••
ly I�MAINI -fI J I7J±2,,,_ 1_ II; i*ls- 0
2"EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 857E STANDARD PROCTOR DENSITY FOR CLASS I z ,,` I -Il`�„_,-I^ >� =i --l-�. }
MATERIAL ' L-\,vS 1- '1AINit41U.M (2) 3/4" �IIIYI. .`•�,F. WsH£O I
_ YI`� REDS W/BITUMINOUS -raT STONE RELL'ASL'D
3. COMPACTED BACK FILL MUST BE INSTALLED IN 8'LIFTS AND COMPACTED TO 95 x STANDARD PROCTOR IN 3/4' THREADED ROD(2 REOUTRED) _f 1 COATING (TYP.) 3'-Fn CZ
TRAFFIC AREAS AND.857E IN NON-TRAFFIC AREAS. USE CONC. THRUST BLOCK �_. MIN' ' talE$; CZ
7 CU-FT. /57 STONE MIN" f W
4. STANDARD BEDDING SHALL 19E UTILITEO FOR ALL CASES WHERE TRENCH 80T70M�5 ARE UNSTABLE DUE TO SOIL � I)ALL SIAMESE CONNECTION'S LUST BE WHIN 5O FEET OF A FIRE HYDRANT. for
TYPE, OR MOISTURE COLIOI7IONS- �'IX�I
CONC. THRUST BLOCKING UNDISTURBED SOIL C8 BAG BLOCKING 2)2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. Q
5. ALL SANITARY SESVER LINES SHALL BE DESIGNED WITH A'DEPTH 10' DR LESS. LINES DEEPER THAN TO'SMALL CHECK VALVE W/BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION 3+_�� [ONSTRUCTION
rtIBE REVIENEED ON A CASE BY CASE BASES. r' IS TIED DIRECTLY 70 THE BUILDING. L.L
HOT TO Sr1T c
RATE:OCIESER ROTA NUT SCALE
SE
2020 RAMC SCALE
2O20
11111111/4..\1111110. , 4011
Noill 3" oR6' .../
1-
36"0 GRADE RING
6 BGW
_ SCALE -
-
.L t A5 Noted K
DAM: CZ
BUTYL RUBBER SEALANT ON EACH GRADE RING SECTI7 RiNe roiON I c
Ob-07-22 ( 1
ks...,0 NcLF.:213. 7„7 aaani
l 200��54 !-
Scale : None L?R NI lnl KEY:
GE?-2

•
_t
taw c W
Li)
E►rcavatc chennci to aesign ee Q
NOTES AND MAINTENANCES OSrer b loll
H+NIMUM LENGTH, WIOTN AND STONE DIAMETER TO ]Ge and tT o5a seCf or Z
BE DE TERM+VIED BY DESIGN CRITERIA. `v. .; M
PART Ill PART III PART ill W INSPECT RIPRAP OUTLET AFTER EWRY RAINFALL EvENT TO SEE IF ANY FR(75ION AROUND a SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECOROKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING �1
m 5TGr FENCE i OR BELOW THE RIPRAP HAS TAKEN PLACE, DR IF STONES HAvE BEEN DISLODGED. ti
•
POST IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE •
-POST(TYP) _• , Ftes gn depth e° SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING ~
LENGTH •
Lc•g#ud r1 Self-inspections are required during normal business hours in accordance with the table 1.ESC Plan Documentation 1.Occurrences that Must be Reported Z 1D �I ..
❑r,cr c•^frc•rr below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: 0
rt crcu� hrare_' 1 Dw 17utaLkpersonnel to be in jeopardy,the inspection may be delayed until the next business day on -
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
siVir
7L^lam rt.dbcc rc. t' - - '-� which it is safe to perform the inspection. In addition,when a storm event of equal to or
q Y� 1 I The following items pertaining to the E&SC plan shall be kept on site and available for
- y�_ greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal Business hours. -I J
•II
RCP FESperformed upon the commencement of the next business day. Any time when inspections - (b) ❑il spills if:
• - were delayed shall be noted in the Inspection Record. item to Document Documentation Requirements • They are 25 gallons or more, Z
_
or * 01,617.40.111,
J Frequency j (a) Each E&SC measure has been installed Initial and date each E&SCmeasure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, W 0
v v A4•,•r (---N1/1-
Inspect {during normal Inspection records must include: and does not significantly deviate from the of the approved E&SIC plan or complete,date` ,. Ica! r�talSCnan y�' , _business hourzl f� locations,dimensions and relative elevations and sign en inspection report that lists each They cause sheen on surface waters(regardless of volume),or QrI rvaTu7nrMI ❑ -- - - ±sa __ 'i f , r - It1 Ratn gauNie Oaiiy !Daily rainfarl amounts- shown an the a O
l' wi`F CFCS cr cor'ro• I pprover/E&SC plan, Peet measure shown on the approved E&SC ■ They are within 100 feet of surface waters(regardless of volume),
j' J maintained in If no daily rain gauge observations are made during weekend Dr
6:q1.11..11n=1111--. SIR kCtS x"w.` ' plan. This documentation is required upon the ri i
- good working holiday periods. and no indNidual-day rainfall information Is [�
NOTCH AND FOLD ^CirfCrCCP•ICrtt rid t5 order available,record the cumulative rain measurement for those an- initial installation of the E&SC measures or if rt W �.+
Fame UVER STEEL POST urea anended days land this will determine if a site inspection is the E&SC measures are modified after initial (C) Releases of hazardous substances in excess of reportable quantities under Tertian 31T Z
HORIZONTAL POST RCP PIPE ST neededi. Days vn which nv rainfall occurred shalt be recorded as installation, of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA 0_ 0
WvvEN InRE FABRICto Aukinvili Lntern'rr+cr- )heck slot La rt1Jr.Lrldl�thor t^er1[t "zero," The permittee may Nye another rain-monitoring device Ref:40 CFR 3oZ.4 or G.S.143 215.85. Z
} rg peeeved-hvi the Division __ (b) A Phase of grading has been completed. nitial and date a ropy of the approved E&SC
RIP-RAP (2) E&SC At least once per 1. Identification of the measures inspected, plan or Complete,date and sign an inspection
UfpRNZONTAH. POST SIZE AS REQUIRED Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the L1C l
and within 24 3. Name of the person Performing the inspection, (d) Anticipated bypasses and unanticipated bypasses. ill
V
SILT FENCE FABRIC -tyR g r Construction phase.
o 2I IL. PiPE OUTLET v1 Shin is-IQri CrQs or A•new hoursofarain 4. Indication of whether the measures were operating - Z
Ln 9 splicedb g (Cl Ground cover is located and installed Initial and date a copy of the approved E&SC
'8'RIP even[ 1.0 inch in properly, 0
FLOW-- J - z rol in ail ir`errn tterit check sun 1 24 hours 5. oescripelon of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
RAP fT rPI E._.IIEII I environment. kn }
II II , U 16. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved ,n
(3)Storm water At least once per 11. Identification of the discharge autfalls Inspected, ground cover specifications. I.7 o 'n
8'#57 WASHED discharge ]calendar days 2_ pate and time of the Inspection, - - - - ---- LULL/ V+
_-
STONE Pre-pare Sri and a�iy seta befONtt ! {d] The maintenance and repair Complete,date and sign an inspection report.24* FLOW FLOW } +_ • f / outfalls(SDOs) and within 24 1 3. Name of the person performing the inspection, 2,Reporting Timeframes and Other Requirements
rS-tci Ino biome a Feats a atIlliT
= f` hours of grain 14. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
limaimpiliwdim- Ur temporary•chrrne liner ' j j event?t-a inch In i sotto,Floating or suspended solids or discoloration,
have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact U_{
/
'' Al 2l Hours 5. Indication of visible sediment leasing the site, the appropriate Division regional office within the timeframes and in accordance with the _
6 6. Description,evidence,and date or corrective actions taken. (e) Corrective actions have been taken initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
sEassoei -mil (4]Perimeter of ...At leas[once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection
�r site 7 calendar days of the fallowing shall be made: repan to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at(800)
_/ -f
tit P and within 24 1. Actions taken to c]ean uponstablllze the sediment that has left corrective action. 858-0368. t1
NON-WOVEN GEOSYNTHETEC noun of a rain the site limit;,
FILTER FABRIC UNDERLINER - 2.Additional Documentation to be Kept on siteQ
event 5 1.0 inch in 2. Description,evidence,and date of corrective actions taken,and p Occurrence •Reporting 1:lmeframes{After Discovery)and Other Requirements
244 I a i_g a i
hours 3- An eaplanatlon as[o the actions taken to control future !n addition to the E&SC plan documents above,the following items shall be kept an the {a}Visible sediment •• Within 24 hours,an oral or electronic notification. l]�
Noss tr MASILTaFENCE releases- site and available for ins eetors at all times drain normal business hours,unless the de osition in a
1. INSTALL SILT FENCE PER STET. SILT FENCE DETAIL -
2- INSPECT REINFORCED SILT FENCE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY '1 tP g e • Within nt calendar a report es contains a description dep si the
REQUIRED REPAIRS IMMEDIATELY. ' (5)Streams or At least on r:e ps r scream has vfisib a inlc eased turbidity from the construction ur a
wetlands ensile 7 calendar da ❑ivision provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition-
,'1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NOT RAIN AND .1 '] or offsite and within 24 activiry,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
TO ENSURE STONE FILTER Is FUNCTIONING PROPERLY- r (where hours of a rain I. Description,evidence and date Of corrective actions taken,and • case-by-Case basis. �I
4. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE. i r accessible eventa I.0 inch In '2. Records of the required reports the appropriate Division • If the Stream is named on the NC 303E dy list as impaired for sediment-
] q pa This Genera!Permit as well as the Certificate of Coverage,after it is received.5_ REMOVE RIP RAP STONE CAREFULLY AND ENSURE SILT FENCE IS NOT TORN. REPLACE ANY TORN SECTIONS ( ) g W
- - 24 hours Regional Office per Part III,Section C,Item(2}la}otthis permit._ related causes,the permittee may be required to perform additionalI
(El Ground After each phase 1. The phase of grading{Installation of perimeter E&SC monitoring,inspections Gr apply more stringent practices if staff Z
stabilization of grading measures,clearing and grubbing,instalkation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
Er TO aces iNW 70 SCAB compliance are needed to assure
measures drainage facilities,completion of all land disturbing record the required observations on the inspection Record Form provided by the determine that additional requirements _r
__with the federal or slate impaired-waters conditions. i
activity,construction or redevelopment,permanent Division or a similar Inspection form that includes all the required elements. Use of {h)Oil spills and • Within 24 hours,an oral or electronic notification, The notification Z
TOWN OF SOUTHERN PINES REINFORCED SHIP FENCE OU'fL T {'_ 'KIN OF SOUTHERN PINES l -HAP vEwcrr? I)LSSAPATOR DETAIL ground cover).
L U 'T.LfL s - Z. Documentation that required ground stabilization electronically-available records in lieu of the required paper copies will be allowed if release of shall include information about the date,time,nature,volume and 1 W
ALM r►HUAHY rods DA-S SURE 2002
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spiii or release. W
1�0`S. • timeframe or an assurance that they will he provided as substances per Item _
Soon as passible. 3.Documentation to be Retained for Three Years
I.Csest�rl IreIced-Cs c_acecoirlc f•'scc eteserre temp2mrc.^r bI rINticTs.rrrat_or similar I*cr2 to ea-orcet . -- , -_ 2(b)-(c)above
A All data used to complete the e-NOI and all inspection records shall be maintained fora period -- -b
.sCCd oral 5911.1r'r 1 rc.dollar berames cstabl eshc.d. (c)Anticipated . A report at feast ten days before the date of the bypass,if possible.
EROSION CONTROL CONSTRUCTION SEQUENCE(REVISE AS NECESSARY TO ADDRESS SITE SPECIFIC ISSUES) r I.__ NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses[4v CFR There quality-L7r`OP SI-fret.' :narr,EIS wi.l" design ecitsci-,es Cr:Citalr4 6`fi_t�shOLIC _ do'Lrf r'cief orccencetport shall include an evaluation of the anticipated quali and 0
•1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. T•1-3 122.A1(m) pas(3)]. effect of the bypass. el
2. INSTALL TEMPORARY EROSION CONTROL MEASURES AT LOCATIONS SHOWN EN PLAN.
I
8' MAX T 3. CALL FOR ON-SITE INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR PART II,SECTION G,ITEM{A] {d]Unanticipated • Within 24 hours,an oral or electronic notification. di
5 ty} {L
1 .4. IMITATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE. DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within and effectd of the,a report that includes an evaluation of the 5 z
III IIIIIII 5. AS CONSTRUCTION PRIXIRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL MEASUJRES TO MAINTAN 122.41jm}13)] quality and of bypass. Z
III0�®®�■■■■■■■■■� 11Iu ADEQUATE EROSION CONTROL
8. WITHIN 7 CALENDAR DAYS OF COMPLETION Of ANY PHASE OF GRADING AND ON SLOPES GREATER 'THAN 3:1, (e)Noncompliance • Within 24 hours,an oral Or electronic notification. r'y
'� INTERMEDIATE
MEDIAT GA. FOR ALL COVER DISTURBED
BE AREAS WITH ON 14 CALENDAR1 SLOPES AND FOLLOWING
GROUND COVER SHALL RU PRONGED Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7calendar days,a report that contains a description of the V
ViI�■■■■■■■■■■���I� IHTERAIELT+AIE FOR DlST]RttEO WITHIN DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR lT�
A1UN. is CAI. DEVELOPMENT. L,orEgitlldina!arMdtar r-1- I r - Termrrci slope ere for maintenance or close Out unless this is infeasible, The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
ILINE A 10 I�■�.......■.■■5111I11� 7. CONTINUE IMTH FINE GRADING OF SITE chor<rtcl anehD�frCrch Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
Uf��■S®■■■ ®���,;li�� GRADE 8. IWriEN NSPECTION CONSTRUCTION CTN E5 ARE COMPLETEANDERN PINES ON ALLAREAS STABILIZED, CALL FOR ON-SIIE trench4111141P. 1 h INSPECTOR. ealth or the been corrected,the anticipated time noncompliance is expected to II NI
II •®•®•��•UN��illl^ 9. IF SITE IS APPROVED, REMOVWN OF E TEMPORARY EROSION CONTROL MEASURES AS DIRECTED. SEED. FERIUZE AND environment{Ap continue;and steps taken or planned to reduce,eliminate,and S -
MULCH RESULTING DISTURBED AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABUSIH PERMANENT (a) The E&SC plan authority has been provided with documentarian of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal CFR 122.4101(7)] prevent reoccurrence of the noncompliance_(40 CFR 122.41(I)(5). CZ
STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF YEAR shall not commence until the E&SC plan authority has approved these items, 0
DI ! 10.UPON ESTARJSHED AND STABILI7E0 VEGETATION, CALL FOR FINAL INSPECTION BY TOWN OF SOUTHERN PINES • Division staff may waive the requirement for a written report on a
CONSTRUCTION INSPECTOR. _ (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part Ill,Section C.Item(2)(c)and(d)of this permit, case-by-case basis_ ,
��at J� Y-��--�_ (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include �"
If If ��� _- "��It - properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
inter-vets w __ R` ')'" �� (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewateringtreatment devices described in Item(c)above, _
FRONT VIEW �-' !! `L_ -`-`� (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and '�i (�{
a SEEP BED PREPARATION /-•- `T' ±J i -I 'tr -
1 TEEL PDSr �✓ 2 RIP THE ENTIRE AREA TO 8 INCH DEPTH. - .:,. ,.l et - t-_-= ° z I j If) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. ,
USE SILT FENCE ONLY WHEN '3. REMOVE ALL LOOSE ROCK, ROOTS. AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND •/ ,
IWOSPEN MIRE FABRIC DRAINAGE AREA DOES NOT UNIFORM. s r'M r..� F.•• ry i i �/
Ef WR IA4 ACRE AND APPLY AGRICULTURAL LIME, FERTiJZETR AND SUPERPHOSPHATE IN ACCORDANCE �,TR SEEDING SCRE➢t1Lr AND �' ,i- r NCGO 1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 _ K
T FENCE FABRIC NFI�R rN AREAS OF mix WITH SOIL 1 ;;, ti ' �]
`a CONTINUE T11_LAGE UNTIL A WELL-PULvER¢ED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED 4 TO 6 _ �I
CONCENTRATED FLOW.
/i � , - -i�
` INCHES DEEP. h� rF - -~-- f/� -_ F , • l;•--
f d. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY Wmi SEEDING EQUIPMENT OR CUL1iPACK - _�_Y rrx. T,-r-
N _ AFTER SEEDING. SEED ACCORDING TO'SEEDING SCHEDULE"- _ - 1--1
fill SLOPE 7. MULCH IN ACCORDANCE WITH 'SEEDING SCHEDULE' IMMEDIATELY AFTER SEEDING. .. ,p • * �J
GRADE & INSPECT ALL SEEDING FOR COMPLIANCE MTH THE REQUIREMENTS OF THE 'SEEDING SCHEDULE-. MAKE NECESSARY - �{� • GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE OHSITE CONCRETE rvA.e,HCUT L.] _
REPAIRS AND RESEED hITHIN THE PLANING SEASON. IF POSSIBLE, OR THE DAMAGED AREA SHALL SE �r -- - - _p t,L'J°25 THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE NiTH LINER �� 1-
REESTABLISHED FOLLOWING THE OR[pHAL LIME. FERTiL2ER AND SEEDING REQUIREMENTS. 1. Maintain vehicles and equipment to prevent discharge of fluids.
• FOR REPAIR OF SILT �8•MnI. ,•-ft^'a=5 implementing the details and specifications on this plan sheet will result in the construction.
FENCE FAILURES, USE It OVER SKIRT' 2. Provide drip pans under any stared equipment. ,,�_x. . N -;kt•. w p' ��
r-- activity being considered compliant with the Ground Stabilization and Materials Handling • ti ■■"j5; ••.■.t,s" ;"';1
Na. 57 WASHED STONE 04 ,. 3, identify leaks and repair as soon as feasible,or remove leaking equipment from the A II
,, �, CJ D
FOR ANCHOR WHEN S+LT ANCHOR SKIRT AS sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The � �, ru
_lf project. „-M i�I,�1 ! �t F."- , t• W
FENCE IS PROTECTING 1 47RECTEo BY ENGINEER• s• Ir`erm-`tent permittee shall comply with the Erosion and Sediment Controlplan approved b The r...■..+ktk i�`r � � �� L N �, 00
111 Initial channelI t' P y Pp y 4. Collect all spent fluids,store in separate containers and properly dispose as ....r... .� i,.. n^I l]
.set.. h E
CATCH BASfN. �" anch�r trench cixtk slat delegated authority having jurisdiction.All details and specifications shown on this sheet P p P P Y p �I -� �� C] Ci op et ,Y o ,r,
hazardous waste(recycle when possible). 1.4
t ry
Mw, may not apply depending on site conditions and the delegated authority having jurisdiction. _ .,,,,,, 1 .r�..• C] , CI'?. D
5. Remove leaking vehicles and construction equipment from service until the problem � .,,.., es r"` ` rJ [,
SECTION E:GROUND STABILIZATION has been corrected. I i R"' ` � ,•„�'"' r. 41ON, °' °"r""' ..„ •,� a V ty
SLOE 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products •AP.^^�� I i c., „. .., •
Required Ground Stabilization Timeframes esen ten -�
to a recycling or disposal center that handles these materials. :: �. ,_,�F,.a,r Q ,Z a 'qv< W
NOTE- Stabilize within this r`"R 'an'm'•""'" "°' el: s- fi %,
NOTES do MAINTENANCE L Check slots to be constructed per AtorerfaC`L/'?rs specrficertiors. many calendar Timeframe variations eerriNic-V 9 xrr STrarnAr "move�t I 1.11-s'sa',." �- ws
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MARE ANY REQUIRED REPAIRS Site Area Description
IMMEDIATELY. 2 Staking Of stapling leveed-perm rarfnttuners speci"ftcatiCF•-'_ days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE t y es y: ti W
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE. TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT land disturbance '� w ti r {
PROMPTLY. _ 1. Never bury or burn waste. Place litter and debris in approved waste containers. '%A 4r .. rt ti
'.l. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEOUATE STORAGE VOLUME FOR THE NEST RAIN AND (a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash r CONCRETE WASHOUTS
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT- r r� CH 1-
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND Slope surfOr_e shale be smooth odors If-he7"t is o berm at the tap of swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. V i r^T
STABILIZE 1T AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 10ECWteJ'4'far sot Conoco Flo C,anchor upsiQ o`the DCrie perimeter slopes 1. Do not discharge concrete or cement slurry from the site. ,r Z
5. REMOVE SEDIMENT'DEEPER THAN 12". Y P^1P __ P p'G P 3, Locate waste containers at least 50 feet away from storm drain inlets and surface 2, Dispose of,or recycle settled,hardened concrete residue in accordance with iota! ��.a Z
l waters unless no other alternatives are reasonablyavailable.
- --__ (is) High Quality Water None and state solid waste regulations and at an approved facility.
A.ir,. - - • 7
LID!7d MIA ■vr m � $t^ Ef Cr*OS �+ Fx Anchor+n b•]c�'rslir,�rtrrh {HOW]Zones 4, Locate waste Containers on areas that do not receive substantial amounts of runoff
^9 p even,. - �- 3. Manage washout from mortar mixers in accordance with the above item and in C]
TEMPORARY S1LT' F FENCE TOWN OF SO PINES ERC�SIOIr CONTROL RlNL SEQUENCE & --
per manufacturers �/ ;� a fr......4„.- and le crt 12'rte tennis. (c) Slopes steeper than slopeslengthfrom upland areas and does not drain directlyto a storm drain,stream or wetland.
TOWN OF SOUTHERN PINES ( r F r econimealds�iors / if are 10'or less in and are 5. Cover waste containersatend of andor addition place the mixer and associated materials on impervious barrier and within
DI T a�? "[ SEEDING NOTES E- i -- • 3:1 7 not steeper than 2:1,14 days arethe eachworkday before storm events lot perimeter silt fence.
usrt JAHUARY 2055 �� rA[uAay antra =' ,11ir_b.overlt>p. allowed provide secondary containment. Repair or replace damaged waste containers. 4. install temporary concrete washouts per local requirements,where applicable. if an Q
-7 days for slopes greater than 50 in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for asx
��-� -- L_ length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
S'EI]1MDrnu r - - --- 5raQ�'°��� containers overflow. types of temporary concrete washouts provided on this detail.• -
rtvart_�"spar'Lr�. -7 days for perimeter dikes,swales, Yp P Y
NOTE: �_ (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW B, Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk `4]
TEMPORARY SEED MN STALL IE USED FOR ALL AREAS E]LP0.1D GREATER THAN ONE vim(AND SUBLET TO FURTHER UI51IRBNMS --- gt"hg r'aa'r real down to a+CM6I Dior Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or Z
NOTES dr weer/Amen,. mermen SEED MIx Situ.BE OID7CED FOR ADEQUACY OH.ULY TS. Da not stretch blanketsJrrna*trrg tghtsallvle turn the end under 4-and staple at 12' -10 days for Falls Lake Watershed discharged to the storm drein system or receiving surface waters. Liquid waste must
AN ADEQUATE COhER SHALL NAVE 50 SPRIGS OF BER MUDA OR�CEA LEame2A PER ONE SQUARE FOOT. the roils to car for form to Orly irregularities. LRFCr ii . - Y - be pumped out and removed from project. In
1. EHTRANCE(s) SHALL 9E LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES -7 days forperimeter dikes,swales, PAINT AND OTHER LIQUID WASTE P PP ] V
TEMPORARY SEEDING REDp1Mm1DAIr7N For SUMMER(10 BE FOLLOWED BY F'ERMNIQlT FALL SEED NiQ Y 6, Locate washouts at least 50 feet from storm drain inlets and surface waters unless it Z
2. TURNING RADIUS SUFF]GENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. Inc.ifC�rti in.Gr}a seed before lr-taltatniee Plarrhng ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands.
SPECIES RATE WI/ACRE) FOP'slop less than 3-I 3'r•rolls (e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
3 MUST RE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK/NC OR DIRECT FLOW of MUD APR.15-AUG_15�RMAN RaLFF4O of shrubs.trees c-c_should otos'c"cf lrLstallatlon. 14 -10 days for Falls Lake Watershed unless 2, Locate paint washouts at least 50 feet awe
own STREETS. PERIGOIC TOPBRESS+NC MTH 2'STONE IOU BE NECESSARY. CONTRACTOR SNAIL may bC placed r horizontal strops flatter than 4:1 P y from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive 5 E ' W
MAINTAIN AS NECESSARY. SOIL AMENDMDITE there is zero slope waters unless no other alternatives are reasonably available.
APPLY 2. W LB/ACRE GROUND AGOG LTURALLIMESTONEME end 750 Le/ACRE 1�To--1b FERTILIZER OR FOLLOW REDQIJIEHCATONS spills or overflow. W
4. ANY MATERIAL WHICH STU.MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. OF SOIL TOTS. Installation for Slopes- Place the ECB 2-3 feet over the top of the slope and into an excavated end trench measuring Note:After the permanent cessation of construction activities,any areas with temporary 3, Contain liquid wastes in a controlled area. 7. Locate washouts in an easilyaccessible area,on levelground and install a stone '1 I[tS r A'A+r Z
3 FREQUENT N7iECKS OF THE EHTRANLE(S)AND 7TMELY MAINTENANCE SHALL BE PROVIDED. MULCH approxlmbtely 12 inches deep 4y fl inches wide Pin the ECB at S foot intervals along the bottom of the trench. 6bckfi!!, and `0 • -
6, NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILNZED. APPLY 4,000 Ls/ACRE GRAIN STRAW DR EMPOLEMT ariVER- compact. Unroll the ECB down (or aloe the slope maintainingdirect contact between the sail and the ECB. Overlapadjacent ground stabilization shall he converted to permanent ground stabilization as soon as 4. Containment must be labeled,sited and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may required by the Re.• •,
lon longer n90calendar r
ANCHOR STRAW BY ROVING,ANET11N0 OR BY TAMING WITH ASPHALT EMULSON AT A RATE OF 400 ON./ACIIE. rolls a minimum of 3 inches. Pin the RECP to the ground using staples or pins in a 3 foot center-to-center pattern. Leas practicable but inno caseg a days after the last land disturbing S. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. :5ig°•,•' `. •, Z
MAINTENANCE frequent stapling/pinning is acceptable on moderate slopes. activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. install at least one sign directing concrete trucks to the washout within the project a e W
RE-FERTILIZE IF GiOWRH IS NOT FULLY ADEQUATE. RESEED, RE-FTRTIUZE NW MULCH IµµEDIATZLY FOLLOWANG EROSION OR OTHE1R surface stable against accelerated erosion until permanent ground stabilization is achieved.
DAMAGE - limits. Post signage on the washout itself to identify this location. , ,r
Installation in Channels- Excavate terminal trenches (12 inches deep and 6 inches wide) across the channel at the upper and PORTABLE TOILETS - S. _
TEMPORARY SEEDING RECCOMENDATON fir FALL(W BE FOLLOWED Err PERMANENT FALL sem µlit) lower end of the lined channel sections. At 25-foot intereals along the channel, anchor the RECP across the channel either !r GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit - .�,l L• _ F--
SP£aa RATE(�/ 6 i acme, nch by 5 inch trenches or by installing two closely spaced rows of anchors. Excavate longitudinal trenches 6 inches deep 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural pr-+ -22 °
AUG.15-DEE.15 INNER RYE(GRAMM° and wide aloe channel edges above water line in which to bury the outside RECP edges. Place the First RECP at the Stabilize the ground sufficiently so that rain will not dislodge the sail. Use one of the streams ar wetlands unless there is no alternative reasonably available. If 50 foot kn
g 9 � ) ry 9 Y components when no longer functional. When utilizing alternative or proprietary
10Cr MIN. downstream end of the channel. Place the end of the first RECP in the terminal trench and pin it at 1 foot intervals along techniques in the table below: offset is not attainable,provide relocation ofportable toilet behind silt fence orplace 91Ar,
SOL YAMENDMEN;ACNE GROUND AGRKSJLT4IRAL •+m+� the bottom of the trench. Note: The RECP should be placed upside down in the trench with the roll on the downstream side products,fallow manufacturer's instructions. ''1. •Sa+} '. `y'• •
2.000 LBand 1,Da0 LB/ACRE 10-10-10 FERT12R OR FOLLOW RECOMMENDED sot Temporary Stabilization Permanent Stabilization '1 on a gravel pad and surround with sand bags, .� `°°0•••-••** .'% ,. J
TERM. of the bench.Once pinned and hackfilled, the RECP !s deployed by wrapping over the top of the trench and unrolling upstream 10, At the completion of the concrete work,remove remaining leavings and dispose of .,Ae.lt ►N•,,,
If the chvnnel is wider than the provided rile, place ends of adjacent rolls in the terminal trench, overlapping the adjacent •Temporary grass seed covered with straw or Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill it,!f applicable,and stabilize an disturbance ..... E. 5`rrp `�
MULCH pp P Y• p pp Y IAr.r.rrr
APPLY OM La/AWE GRAIN STRAW OR SOUP/ .1NT CnSER rolls a minimum of 3 inches_ Pin of 1 foot intervals, backfill, and compact Unroll the RECP in the upstream direction until other mulches and tackifiers other mulches and tackifiers foot traffic areas_ W
20'OR WIDTH or ANCHOR STRAW BY RONN0.NETTING OR ay TACOEC MITI ASPHALT EMUL$011 AT A RASE OF H00 GAL/AWE reaching the first intermittent trench. Fold the RECP back aver itself, positioning the roll on the downstream aide of the • caused by removal of washout.
• liydroseeding •Geotexrile fabrics such as permanent sail 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Z
PROPOSED STREET trench, and allowing the mat to conform to the trench.Then pin the RECP (two layers) to the bottom of the trench. backfill,
2'-3r MIN. MMINEDNA"CE •Rolled erosion control products with or reinforcement matting Utilize a licensed senile waste hauler to remove leakingportable toilets and replace 1
EXISTING ' ���AGGREGATE OR DRIYER Y. REPAIR NO RE-FERTILIZE DAMAGED AREAS IMMEDIATELY.TOPDRESS PITH 3a LB/AWE OF NM:MT IN µAROL IF IT 4S NECESSARY and campact. Continue up the channel (wrapping over the top of the intermittent trench) repeating this step of othersanitary P P 1 L7_
ROADWAY WHICHEVER Iswithout lem arar rass seed •H
{CLASS 'A'RIP RAP) GREATER. TA EXTEND TEMPORARY CO74A IIEIOIa J11NE 1a OVERSEED hMTi 50 LB / Al7tE )TORE LmsmerA IN LATE FTSRUARr W EARL) intermittent trenches, until reaching the upper terminal treneh.At the upper terminal trench, allow the RECP to conform to p Y g y ranee Ing with properly operating unit. 0
Mom+• the trench, secure with pins or staples, backfill, compact and then bring the mat back over the tap of the trench and onto •Appropriately applied straw or other mulch •shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
TEMPORARY SEEDING RECOYMa�ARCN for LATE wNTER and EARLY SPRINr(TO EE FOLLOWED BY FERNAN O'FALL SEED 1.100 the existing mat (2 to 3 feet oveYlop in the downstream direction), and pin at 1 foot intervals across the RECP. When ••Plastic sheeting with mulch 1. Stare and apply herbicides,pesticides and rodenticides in accordance with label
, starting installation of a new rail, begin in a trench ar shingle-lap ends of rails a minimum of 1 foot with upstream RECP an CZ
.Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT RELEASED F-
• " - SPECIES RATE(LB/ACRE) to to )event uplifting. Place the outside edges of the RECP s in ion Itudinol trenches, restrictions.
p p p g. g { } g pin, backfill, and
Dec.1 -APR.15 MINILA RYE(GRNN)170 sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least
ANNUAL ZABE IN DURATION
2A 50 compact. •Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls 2• Store herbicides,pesticides and rodenticides in their original containers with the W
OMIT LRPtiDExA WHIN DURATIGN[1F TnAPORARY COMER IS NOT 7o EXTEND tlEn9klD.AJMElabel,which lists directions for use,ingredients and first aid steps in case of for
p�dbl saL Anchoring Devices-11 gouge. at least 6 inches length by 1 inch width staples or 12 inch minimum length wooden stakes are retaining wails and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
APPLY B000 LB/A GROUND Acwa.LIURAL LIMESTONE and 750 LB/ACRE to-to-to FTJRTUZE OR FA.CW RECOMMENDATIONS recommended for anchoring the RECP to the ground.Drive staples or pins so that the top of the staple ar pin is flush with • Rolled erosion control products with grass seed I available. P g' 0
ACRE
SEC lens. the ground surface. Anchor each RECP every 3 feet along its center. Longitudinal overlaps must be sufficient to 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is CONSTRUCTION
N CaAISTRUGTION accommodate a row of anchors and uniform along the entire length of overlap and anchored every 3 feet along the overlap 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
COSTING 85' MIN 15' MIN MULCH possible or where they may spill or leak into wells,stormwater drains,ground water
ROADWAY APPLY 4,000 La/AWE GRAIN STRAW DR Ecuivawrr COVER. length. Roll ends may be spliced by overlapping 1 foot (in the direction of water flaw), with the upetream/upslope mat placed :POLYACRYLAMIDES PAMS)AND FLOCCUTANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately.
ANCHOR STRAW BY ROWN0.NETTING❑R aY MMHG MITH ASPHALT EMULSION AT A RATE OF 400 GAL/A6L on t of the downstream downslo a RECP. This overlap should he anchored of 1 foot spacing Ocroas the RECP. When P
°t' / P P p 9 I. Select flocculants that are appropriate far the sails being exposed during 3. Provide stable stone access point when feasible. W
MAWIFHANCE installing multiple width mats heat seamed In the factory, all factory Beams and field overlaps should be similarly anchored. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved DAMS/Flaccufonts. 4. Stabilize stockpile within the timeframes RE-FERTILIZE ir GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERIDZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHERp• provided on this sheet and in accordance
DAMAGE Maintenance 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures, with the approved plan and any additional requirements. Soil stabilization is defined
a PERMANENT SPIT7NG SEED TeX 1. Inspect Rolled Erasion Central Products at least weekly and after each significant (1/2 inch or greater) rain fall event
3, Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated SPEOES F2 4Wiy BY':repair immediately. HAZARDOUS AND TOXIC WASTE *114111 LC)
Z 1 r T A A 10SER 30 2, Good contact with the ground must be maintained, and erosion must not occur beneath the RECP. PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
r `�,'
(SUSS SECTION M 3. Any areas of the RECP that are damaged or not In close contact with the ground shall be repaired and stapled. 4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on site. BLJr
s PERMANENT SPRING SEED µix 4. If erosion occurs due to poorly controlled drainage, the problem shall be Feed and the eroded area protected. 2. Place hazardous waste containers under cover or in secondary containment. Z
SPECIES RATE(Ls ACRE) offsite.Lo IN: T.
1-NOY.1 oN BERMUDA 30 5. Monitor and repair the RECP as necessary until ground cover is eetabliehed. SCALE,
R-CEA LESPEDEM O NREARIFIED)30 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground, }��
xt1eE rxZ• tb or surrounded by secondary containment structures. As Noted <
WATER
, DATE: CZ
MINIMUM OF 1 I110 OF i ESTAL A ESTABLISHED. OF MOT SDPRJm NATURALLY, DaN,RA,a,1:lt SHALL SUPPLY THE FS1FMMNG AMOJNT UNTIL NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING 06-07-22 q
GROUNDNOT WOW 10 WALE
, "'��"�Ae19i� nn� nfnl r� n C�nnr ] In [] r EFFECTIVE: D41D11i9 kn
Ta1Ri OF COUi�LRN p[]�iS TEMPORARY GRAVEL CONSTRUCTION -I - TolYti OF SntriftERN PINES EROSISEON
CONTROL NOTES - Sma[la ._, [1evin l[_ad Eroz{lcD ll J o uc'a 2000534 1--
L7RAN[IN6 iCE'1':
ear ENTRANCE DETAIL -1 Ls oar zeauesY Zoos ,
Stole : None

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LU
CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW) CZ
LINER: SYNTHETIC MAT LINER
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4.D' Max II Z
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n n 1 6" Steel
'L— I / //Ar
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I4 Guage Hardware cloth T Posts /
L71-111
� II4' Mesh Openings � I = _- - - - - - ' _ -
1t3 or 051 Stone 1- �'Y _ RIP RAP HEADWALL
ilg . +fL r 1 � . . _ i. 1 _9=rr f,,. i; Dewoaring I lil I j11� _ K�� = F' _- I-ii_1.t - I- a,1 concrete Block • '' 1 { T t• , - Excavate for Sediment W y [ rt�111 ID
{�# - .Fir J, . :LI_ 7-1 ; 1 FTTf I •. nrA , Capture � _ rnrrrtL 1--1 LL
1- �) f a :;• { �-- / /� T u5 WASHED STONE. T -0 THICK x 3-0 HIGH MINIMUM � 1I .:i-tF;lii.".'.}.=_[it.+ .- _+.. Ij$ •r, - ;�Z-rr i r7r:,Jr, - - - V'_ r t-. 1n :. _ _ ' u ��Q 111111�l1lllflilli+''� ki-
1 —1 1 - >+ i riI + i 1Ir,# +-+ r -=- Htr�-r r-. �- _. I -+ Fi'- o y.. .. �M�M!' jl�=I 1=1 T ,�Y _ !i ��� 0=1 1 I f —� - :z m, �: ;:' e RAGE AREA--� ZI ��' i 5fNale #I Dimensions Swale2 Dimensions 4=11I i I iI 1 II I -1 iI !1i 11-11 111�_ o,-G° ,k = f � Q _!= l _ _ =1 jj l Bottom Width 2 ft Bottom Width 2 Ft /„ / I1 \ ,,— III—, —, 1 !_1 l— 1 �1`1 l 1- 1 I 1 { , III r �' a I-;111111- 1I I-I 1 I I 111-111 11 I 111 I ' � 4;1. 7: ; � YA' D h - = I�� El
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`` Note; _ -d-3_,..r__ 0 0- Gr i a7 -:op Cer-t'�h 0C, �!f-try in
0 in
1 1 Stone cif 6T1ON -A ,:N, 2.D' n Block and Gravel protection N �'-
0 2,! Slope, Gravel Filter -SEDIMENT STORAGE
'...;,-,_1: ;Y _ - -: - 1 nu to be used If the streets AREAS TO BE DISTURBED RIP RAP w Z
. - ore paved and prior to CUT, FILL, ETC.) FLOOD STORAGE ZONEI K
? ._.J rti _'7 �r.'_- HEADWALL
p. Wire Screen { T,# 2' 1 A :.:..- I I
-Lstcbi I tzat'1c i a adjacent
CZ
I . ,3.r1 areas. Temporary SedimentPIPE H
�
2' Max 11 Ci
I-1i!- II`:;1-flH1 -•. CLASS 1 RIP--RAP •
.,,�- !!Hi ll-illilMIiI_ _111 111= W
• 'Ii11=1j � IllIlrllf 'I:IJlal�lllfi s 4.
MAXIMUM SEDIMENT DEPTH
• 11.-1,-11 (CLEAN OUT POINT) #5 WASHED STONE W
Sediment 3=11f=i • compacted Soil _ 2` min �- Z
� r 3 Construction Specifications: 1� 0 � � � ``�
Construction Specifications: _. 3 -a -"
•
I. Lay one block on each side of the structure Maintenance: ` r , 1 W
• Unlforml rode a shallow depression approaching Inspect the barrier after each rain and make T Scale: None
y 9 P PP PLAN on its side on the bottom rory to allow pool W
Maintenance: P repairs as needed. STRAW BALE SANDBAG =
drainage. The foundation should be excavated la' min 1� STAPLES BINDER WIRE
Drive 5-foot steel posts 2 feet into the ground inspect sediment fences at feast once a week and at least 2 inches below the crest of the storm Remove sediment as necessary to provide adequate F� [Z PER BALE) 10 mil PLASTIC LINING F-
SLrrraundiFI the inlet. ace posts even) around drain. Place the bottom row of the blocks a alnst storage volume for subsequent rains. 10 mil PLASTIC LINING
9 Space P y after each rainfall, malice any required repairs g 9 q -I —11 I— I-�I I-1 I I-1, —1 1=11 I-i I I�I 11— I I_--1 I _-III .- PLYWOOD }-V SECTION A-A di - _ , may
the perimeter of the inlet, a maximum of 4 feet Immediately, the edge of the storm drain for lateral support When the contributing drainage area has been =11 I-1 C I=1 I I=1 I 1 I I^I 1 I-1 I I=1 I I-1 I=11I-1 1=1 1-I ,1E1 I I=1_-. 3 - 1=I 11—A I NATIVE MATERIAL gnaw' BLACK LETTERS 3' NOT TO SCALE z CI
Should the fabric of a sediment fence collapse, tear, and to avoid washouts when overflow occurs. g g PAINTED WHITE 0'HEIGHT
P Ode uo.tei. stabilized, remove all materials and an I= 11R.i I1=l 11� i 1 j 1� 1 I�C 11- I 1=11 I�I 11= = 1 i-- 1 l= f� I 1=1 i 1-11 -�; ;I k -1 �= (OPTIONAL) ,
' Surround the posts with wire mesh hardware cloth. decompose or become ineffective, replace it promptly. !f needed, give lateral support to subsequent adeotule soil, and either salvagear dis dispose of It y =1 I =III=1 i I rl -III=1! 11�I IRI I i-1 I 1-1 I a-1 1-3 i 1=1 k I--r -,
p LATH AND
Secure the wire mesh to the steelposts at the rows by placing 2x4 wood studs throughp FLAGGING ONllEll�lli` BERM
replace burlap every 60 days. block openings. roperly. Bring the disturbed area to proper grade,
3 SIDES Z
tap, middle and bottom. Placing a 2-foot flap of `� . 6' typical E -LAG SCREWS
Remove sediment deposits as necessarytoprovidehen smooth and compact It. Appropriately sta ilize yp1I7'MINIMUM 0
the wire mesh under thegravel for anchoringp 2,Careful y fit hardware cloth or comparable P SECTION B-B
all bare areas around the inlet. WASHOUT
is recommended. adequate storage volume far the next rain and to wire mesh with lf2-inch vpenln over allConstruction Specifications: NOT TascALe ilinCONCRE
■ - ! H
Place clean ravel (I#5 or #51 stone) on a 2:1 reduce pressure on the fence. toke care to avoid block openings to hold gravel in place. WOOD OR
y METAL STAKES
slope with a Freight of 16 Inches around the wire undermining the Fence during cleanout. 3.Use clean gravel, 3/4-to 1/2-inch in I. Remove and properly dispose of all trees, brush, stumps, and other (2 PER BALE) WOOD POST SANDBAG Ail N
diameter, placed 2 inches below the objectionable material. 10'MINIMUM 3.5'x3.5''X
and smooth to an even grade. Remove all fencing materials and unstable sediment top �
deposits and bring the area tograde and stabilize of the block on a 2:1 slope or flatter and ite. _ _ 0
P Ill- Ili)-llil- - 111
smooth it to an even rade. DDT #5� washed 2_ Ensure that the minimum constructed cross section meets all design
. =
Note: Bottom of filter fabric must be placed it after the contributing drainage area has been c� 9
in trench and secured E either properly stabilized. stone is recommended. requirements. MO ■ ■ 1111
ac A A ,
bockf1111ng rrlth soil material and 4. If only stone and gravel are used, keep the slope 1 I OW <
1 p placing toward the inlet no steeper than 3:I. Leave a min. 3. Ensure that the top of the dike is not lower at any point than the II Il
VARIES D l. 0 .f . f
tamping or lacin washed i-ft. wide level stone area between the structure B 8
stone to a height of 6" above design elevation plus the specified settlement. CONCRETE WASHOUT N\ 0%;- Z
and around the inlet to prevent gravel from 111.11111111MSIGN DETAIL
• ground level• enteringinlet. On the slope toward the inlet, use (OR EQUIvALENTy a ' PLAN ' ',:
p 4. Provide sufficient room around diversions to permit machine regrading < NOT TO SCALE ' 1-
3 inches in diameter or larger. On the slope away and Gleanout. '�- 1 -
' from the inlet use 1/2 - 3/4-inch c.�rove) (NGPOT VARIES Bill
•
I Q �°� liY
' #57 washed stone) at a minimum thickness of I Ft. 5. Vegetate the ridge immediatelyafter construction unless it will/ BERM �� - _ 1
g
- ,
remain in place less than 30 working days. �� ■[;.`] TYPE"BELOW GRADE" _ -- 0
Maintenance:
I
# 10 mil PLASTIC LINING.e 8,. 1D rnil PLASTID LINING �y
Inspect temporary diversions once a meek and after eve rainfall. - 1-1z'°1A ►-
7 nn �l /� ��.�] n� o� �` p p y every MI __ STEEL WIRE S.
4 RA P V R A R u ii V 4 P R OTE CI1 O Immediately remove sediment from the flow area and repair the diversion ■ • �m ■
ride. careful) check outlets and make timelyrepairs as needed. r�hen WOOD FRAME SECURELY {]
g y P STAPLE FASTENED AROUND SECTION B-B W
Scale: None the area protected is permanently stabilized, remove the ridge and the ill mil PLASTIC LINING STRAW BALE DETAIL ENTIRE PERIMETER NOT TO SCALE -1'' "'"' h
channel to blend with the natural ground level and appropriately stabilize PLAN (TYR) WITH TWO STAKES 1 n
NOT TO SCALE a] r "t " Q
Tit. �P a n- ` r , a' .' M1 .-
egirO O o Ul O - o d o TYPE "ABOVE GRADE"WITH STRAW BALES 10 MINIMt1M-` I TWO-STACKED - . ,0 A
'• 2x12 ROUGH ! • Oi �"'
INLET FL0IN Scale: None = = WOOD FRAME N. 4 fi a 7, rtWrtI�
9+ n 1y
<~
NOTES B 8 ;: a Y '• W
n,-------- # ---
i.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. - 4 �
(` '1 -
l 1 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED VARIES TVP E f' Q
WITHIN 30'OF THE TEMPORARY CONCRETE WASHOUT i Z
BaFfies{typ] -, FACILITY-
5e, t
`\ 11 1 35% of�surface area 3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE 5 7� r G]
T r ; OF THE WORK AND DISPOSED OF UT FACILITIES SHALL BE ORRECYCLED.REMOVEDF OM THE SITE y+ I
Construction Specifications: /F ' 4.HOLES.DEPRESSIONS OR OTHER GROUND DISTURBANCE - 7 {�
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE *= asN Z
I. Grade the basin so that the bottom is level front to back and side to side. • First Chamber �� WASHOUT FACILITIES SHALL BE BACKFILLED,REPAIRED,AND
2. Install post or sow horse across the width of the sediment trap. ,..
25% of Surface area �ti STABILIZED TO PREVENT EROSION. 10 mil PLASTIC LINING NOTPTO SCALE TYPE LANr'ABOVE GROUND"
3. Steel posts should be driven to a depth of 24 inches, spaced a maximum of 4 feet apart,and 1 } ; 1 f INFLDVi _" :ANKMENT WiTH WOOD PLANKS
installed up the sides of the bosh as well, The top of the fabric should be 6 inches higher than SRJGN� - {� [ ]� �� n {� a Z
the irrrert of the spillway. Tops of baffles should be 2 Inches lower than the top of the berms. -. Second Chamber 1 • In11 C©1 ©F�l�2 11 L1 ea h lJ UJ� Os f s Q,.
4. Install at feast three rows of baffles between the inlet and outlet discharge point. Sosins less 2596 of surface area ,- i,. --n �f]
than 20 feet in length may use 2 baffles. ' �, c , ar.a. *1r,:.y,+1t_ - Z
5. When using posts, add a support wire or rope across the top of the measure to prevent \ L s'G , "" ■� ARM ASSEMBLY Scale . None
sagging. '� „z'. vat S E A
iii � iifw
S. Wrap porous material, like jute backed by coir material,over a sawhorse or the top wire. - W
Outlet Zone _ SKIMMER ) r■�, �+u Z
Hammer rebar into the sawhorse legs for anchoring.The fabric should have five to ten percent 15RS of Surface area p1=iNgTER1hlC { 1,,,,,
openings in the weave. Attach fabric to a rope and a support structure with zip ties,wire,or \` _� 11 D�IGE r '- .""x� -"C" ENCLOSURE •staples.
/ EMERGENCY ff ({(1{ r. .••
P f 5f'ILLWAY ��.�,1 * ,I • . 4 Z
-,. the bottom and sides of the fabric should be anchored Ina trench or pinned with B-Inch - �� Lu
erosion control matting staples. - IA
' I� _
B. Do not s Ilce the fabric but us a a continuous piece across the basin- OUTLET FLQf^i �� - - -/ :f !r{ ` H
P P WATER ENTRY UNIT a_
fa AN VIEW \� PERSPECTIVE VIEW , o 10-ji-2 _
Maintenance E °�lN• �'~
Inspect baffles at least once a week and after each rainfall. Make any required repairs BAFFLES PVC ELBOW PVC VENT SCHEDULE 40 lt,�'';, �L €'`5,0 ism J
immediately. PVC END CAP PVC PIPE 3'iia,;.ra,:s,y,,
W
Be sure to maintain access to the baffles.Should the fabric of a baffle collapse, tear, Support Post INFLOW
EMBANKMENT Z
decompose,ar become ineffective,replace it immediately. 2 into bottom STRUC URE / WATER SURFACE +
or side \ BAFFLES (sa�■l1 rl■���- l��tr�� 0
Support rope to wire Stoke to support .— ��.■i��'►1■I�► ��■�■f�
Remove sediment deposits when it reaches half full toprovide adequate storage volume For the toprevent sagging \� wire -- / i11DIP r I ` � I�ELEA.SED
P q a9 99 9 - 1 1 PVC END CAP
next rain and to reduce pressure on the bottles. Take care to avoid damaging the baffles '\
during deaf-lout. Sediment depth should never exceed half the designed storage depth. ilr 11il'A l'h 6" MIN. INVEf'T ELEVATION D PVC PPE SCHEDULE 40
❑i=WATERING EMERGENG l'SPILLWAY PVC PIPE f W
After the contrlbuting drainage area has been properly stabilized,remove all baffle materials f-- ZONE "} EME GB�IGi' I/2" HOLES iN Q7'
ELCL
FILTER FABRIC.
and unstable Sediment deposits, bra the area to grade,and stabilize it. - : / SPILLi`�YPVC TEE UNDERSIDE
P r'9 9 — _-. . -- / PVC TEE PLATE C1V��`1'_1'11C�' [ 1V cz
FLEXIBLE W
SEDIMcoir mesh or similar, stapled or STORAGE
ONE HOSE
trenched into bottom or side
GROSS-SEGTiON VIEW DRA N BY-: tn
BAFFLE
� END VIEW FRONT VIEW SC LE:
� rim oJ� )ra 5 mmerr a as0� DeRa�I d o As Noted
Stole : None
— — Sti 111 l( eQ neREN -
r�.�T`: Q
0 '-07-22
in
Jos NurfeCR:
2000534 _-
SRAi^fli`1G KEY:
a _ _ _ — - GQ-�

J
''''\ Li)
r Q
1 a]
Er2adad BgR817 ooITT Fond Sand [ o z ` p_
STORMWATER MANA&EMENT AREA NOTE Q
Gra5ses and Sedges Z
ALL STORMWATER MANAGEMENT FACILITIES SHALL BE MAINTAINED 0 1 Z 0
BY THE PROPERTY OWNER ozlacre '•``+,�``. Z -
If Andropogon gerardii (Big Bluestein) W W
2 Carex annectans xanthocarpa (Yellow Fox Sedge) V Z 0 • I-
2 Garex frankli (Frank's Sedge) 1 0
b Carex vulpinoidea (Fox Sedge) H
32 Elymus canadensis (Canada Wild Rye) .44.. 1 X -Z
32 Elymus virginicus (Virginia Wild Rye) 2 DI
Glyceria striates (Fowl Manna Grass) t
4 Panicum virgatum (Switchgrass) Z 0
iS Sorghastrum nutans (Indian Grass) 3 2 . }
1=orbs �7
I Aster novae-angliae (New England Aster) a Z
2 Baptisia leucantha (White False Indigo)
3 Cassia hebecarpa (Wild Senna)
4 Echlnacea purpurea (Purple ConeFlower) q
3 Heliopsis helianthoides (False Sunflower)
2 Liatris splcatk (Dense Blazing Star)
0.5 Monarda f istu loses (Bergamot) 1-
Concrete Riser 0.5 Penstemon digitalis (Foxglove Beardtongue)
Emergency Spillwa
(Gentipede Sod) • ti,., . •_� 1 0.5 Pycnanthemum vfrginlanum (Mountain Mint) W
-1I 1-1 1 1=1 1�- II 1- Freeboard I' Min. 4 RatIbida pinnata (Yellow Conenovier) W
- l-ID dies. orifice - = i- -. 3 Rudbeckla ful Ida s eciosa (Show Black-Eyed Susan) Z
Install rock pipe inlet Trash Rack , III-i I IIII-I!1-1 I ' g P y y
1 I I1'Er . P P _ 1 1 =1 i_- 1 11=1 1,=i 1-1, -� # Embankment Stabilized 4 F2udbeckia hirta (Black-Eyed Susan)
protection around inlet. (#5-I - 11=`I 1-- 1-1 , y
I'--1 I!-!1 f- P -I 111E-111-!1 1III_- -1 11=I 1 I=1 11E- f!L '-- V with Vegetation 0.5 Veronlcastrum vireinicum (Gulver's Root) Z
111E111=111=11 = or #5 washed stone)--` • 11=111-1'_1±=111=-1 I i=1 II-H 11=11 I=i l i-11 k=1 i fE 3 1-11
W
=11l=111-111-111- • StormWater Detention Level ,its \AC), i _ - -- outlet
=1 I I-1 A I-1 I I-f I I-1 i 1-1 I I-1!1=1 11=111=1 I I 1 111 I - s,
1=11_i=!l i-III-1 I :T=1 . - - ° _ � _ -;_ _� _ Q Protection =
G o• t -I 11=111-�11111=11 I-1 1=11 =!11=1 i 1 �1-!1=1!1=1 11=1 f 1- '� i-
11 l=11 E1111=i 1 i-1 -1 `\,` �:\`��1 11 11 Hi 11-I 11=111 111=111-=;11 iE-1 I 1.--111-11 I 111=111--11 IE-111.;111=1 r Atq� z z T
-1 I I-111E111=11 I=1 G G _--I - I.11 Imo! !-I -III-1 I-11 f11 f-1- -1!1=1 i 1-1 E 1111=111-I o
1 -
0
1 i- 111E111-1 I_i=1_1-11 I-.111= - G . G .1 G s - r 1� .� a r ~<, �,r, >'�.G�:� �. •% n ':�! -
'=1 i 1-i I I-i I El I 1-111=111=1!i- _ - ;._ ,,-; 1-11 I 111111=1'H I i-11 KI i 1 • i= - • - - - 1_ ; = _ ' I - _ _ _ _ -�••r� - 1 r - I i I r= _ • -�■..�i.►�,Viik.,-- '
„ - - - - - - _, - - • = I = l 1 1 _ 1 El I 1 ii 1-I- I I-i 1 f -11;-[1 I-i I 1-eII, r-1 I IE_ - Xnti-seep [-_I 11=111- •. - a_ 11 = --! i z
-i i IE I-11 I 111-11 I-1 11-1 11=11 IE111 I.-1 11-111=1 i 1=i 1=11' 1 111-I 11E-11 I-i 1 I-11 i---I 11I 11=111-11 1-111=111-1 1-I 1111 I�11-11 I-1 1- 1= 11 -: 1_ 1 - 1= - l AI - - �. It ,3 - 1= - _
1 I = -..e�,�. �-- 1 I _-: -I ! ! III 1 1: . �. • -I 1 III-1 I_ o
111 111f 1 I-11111.1._111_111-111-11 i=111_1!1=111=111 11-111-111= 11 111L . 1 i - - 1- 11 p 1 - 1 I- _ ' I= - 1 = i I !l= " I _ - Ila1 =--_ • • _1- 1-_
11= = =i = - _ - - = i -1 - _ _, = _I i l 111 1_1. 11 1111 iI 11,rl III 1 - I= I 1 III-I -!1 I I i Princi ai!, 1 -1 I -_ _ E-- I!- I- I-1 i_--I I�I f-1 _1 I- i--11 -I• -- --I 1 l_I_ i 1 r-1 l-_I 1-1
11 I___1!1-.r!1_I i111111=111-11I 1111_I I I-1 r - 11-1111. 111_-1 i111=111-1,I 111 111 11 i. ,111=I 11=1111R P 111 11 E I l-1. 1E. 11-11!-111- 1=111- !I 1-=-1'1=111=1 11=111=11111 I=I 11=111E111-, 1111!-� I l
-
1 i;it 9 I;Ir ! !-1 i1 1 III-1 I i- 1- r 1=III ;I-1 11= I 1 -`1 a � �pi�lway= l I- 1 - 11,E 11
!11-111-Barrel1 I I111-111=i 1 -1, 1 1 1-1 Gut-Off Trench 11.-111 I-J 11-111 111,,111 11-11 I-11. ,1--11r-1 11- ` .I
N
Anti-Flotation { I- _ - I- 1 I-1-1-,. - -a-r 1• _I G I-i I ` ��!
Grasses, Sedges, and l=orbs Mix 111-1 11-i 11=1 1-I 1 �111=111-1 1- 1 - - - -
-;_ lil-iii I r i--i l' l I I 1 III=i -_1=_ -1 1 1.- O Temporarily Flooded Selected Fill
-
Placed in Layers - 2' Deep Mln. .,,
and Compacted __ - ' -
WATERSHED DATA TABLE z
'p Z
w
_2 7 y {� a WATERSHED: HQW: YIN
enton
IMPERVIOUS AREA (AG) I YR PEAK DISCHARGE {CF5} f
Conical DRAINAGE !>I = -
5coie: None
PRE-DEV POST-DEV PRE-DEV PQST-DEV ,.�,--\-;.
BA51N 1D :_
IS 031 NA 652 J Q
_ ki =
25 3_26 11.55/3.33 NET 1---
n Storm/later0.40 O.iab tZ V Q
b Bey,ev, 35 W
Drawdown Orifice Barrel Barret Barrel Riser Top Invert Top of Spillway Spillway Iyr =3b2:02' Dlssi otor M
ID" CIRCULAR Size Length Slope Size Riser Riser Dam Elev. Width P 0.I3 2.54 a n, �,
9 P 2yr -362,6� Size 45 �cia '' i' o U
Elev. Elev. Elev. 10yr-364.35' 0.00 0.6 r . `V
1 i i8" RCP 48' 0.00% 4'X4' 3b4.5O' 3b0.00' 366.50' 36550' 14.0' 25yr 36 .G4' S.O'WcI(Outlet)xei3O'Lx6.0'Wdx18"Dp. GLASS "B R
TOTAL 0.71 3.81 6,52 7.20 x R ,� 2 t
,la
r I 100jr 365.55 L `�'. fi h
AF
3
IMPERVIOUS AREA (AG) 10 YR PEAK DISCHARGE (GFS) e 4 4" a ~ I-
Riser Pipe ` ,,� c•, I-
O
y 511 ID nE PRE-DEV POST-DEV PRE--DEV POST-DEV Z
i
15 0.71 NA 16.74 tt N )-
J� `� r 25 5.28 26.81/5,21 NET eC T
r
!J A/1\S Y_ /A C K -�J E iJ zi o, 35 r 0.40 f,?IasN .?...
45 0.13 6.64
d
55
.
0.00 1.68 Z
TOTAL 0.71 3.81 16.14 15.24 - z
oe SEAL 1c7
IMPERVIOUS AREA (AC) 100 YR PEAK DISGHAR&E (CFS) ,.'``,"[����" +•��1y,� Z
BASINORA 1 IpE PRE-DEV PAST-DEV PRE-DEV POST-0EV ' ,•� '�i • W
15 0:71 NA 2'.36 - T 5 •, F • _
_
1:•11 - 1-
25 3_26 44.39I15.iO NET - ▪ O6q-O7-2
- - Tim'+,/tom°° _44 .��.'�
35 0,40 3.00 .,�J •.5 � ;�,� L.L.t3J�- j�ilf�ii iil�{4{1�4
45 0.13 11,72 Z
1.
0.00 2.G 1 r O
TOTAL p.71 3.8i 55
- - 2gi.36 32.73 RELEASED
L
for w
a_
POND DATA CONSTRUCTION t'
POND D 3-P W
366 5O 1-
TOP OF DAM ELEV. \ 1
EMERGENCY SPILLWAY ELEV. 365 >'PAl^�1d BY: "�
_ BCi1N
1 YEAR WATER SURFACE ELEV. 362.O2 ALE Z
564.55 Pt5 Noted
10 YEAR HATER SURFACE ELEV. - --
t AT L
100 YEAR HATER SURFACE ELEV. 3b5.55 0'-01-22 ( 1
,I05 NUMSER_ -
2000534 _
DRAWING KEY
- - _ - CD-5 _1

J
<
1
` W
al
•
Q
0
o {o eo Si Wrt�
Legend: �'
1 � Feat L.L
\ L.<
6.- . --k
•IPF = Iron Pipe Found - M ; I
0IRF = Iron Rod Found ❑
_•c�F = Concrete Monument Found _ C��� r -Q- )- ' LD
J
■ = PIC Nail Found `] �h "I • J • _I
oph.5 = PK Nail Set / \ i I
\� if]r Z Wdesnoteyed - / ' �- 0 �$j
- = Existing Setback Lines1 l /' '
= Proposed Setback Lines �y-��a Q
Boa' - = Existing Contour �f?]� 4-1-1 / / I 1
100 -= Proposed Contour W
W = Approximate Location of Existing Waterline II SCR W
6WL = Proposed b" Waterline , Se,? ' ' _ ~
Approximate Location of Existing Gas line T - /• / Q
= Existing Sanitary Sewer Line �/ ! if / ! / , I >
8SS = Proposed b Sanitary Sewer Line I / ' a W
I �.- 1i-.. sc� C - . ,' / Q 0
- - - - -• = Existing Easement /' / /I - 20 WIDE
- = Proposed Easement ! ° BUFFER - ! W Z_
• FIRE APPARATUS / /
= Existing Overhead Utility , / � Q � , �� � [Y
TURN AROUND / N / a / I
= Existing Underground Utility FIRE APPARATUS I 'y / - ; I W 4
Art, - = Existing Wetland Limits TURN 7EMPLA Ei'-r-. I I
x--x x-- = Existing Fence I ' / / Q
X X X = Proposed Fence I ? kr)
_ c
4SS = Proposed 4" Sever Service I
2WL = Proposed 2" Water Service 'I / I' so sago i� ``'�' / q I I-
= Limits of Disturbance I' /I - _ � � �i
SF = Proposed Silt Fence _- /,, I //
_ / ' /' W
- 1 I W
Tp >^ Proposed Temporary Diversion \\ -___ _ ■ / ? Z
• •= Existing Stream Centerline _ S� ' �r�r 1'
- = Existing Soil Road - r�� ' ' Z
= Existin Gravel Road _- __ / / I W
1
Y{ - Existing Light Pole _ - � � W
= Proposed Light Pole _ Ss - �r - _
1 //"' /
- Existing Utility Pole _ Ss -- _ t _ii ,
_ - -. l _ Vetr)
, a 06 0 - Existing Water Meter _ 1_ - � _ 1 _ , . w LL
o-a = Existing Water valve _ _-- [� �- w� / I y , 3 z
w = Proposed Water Valve -- s;— - `• ..+�� l 0
_ 011 1 Q
0 = Existing Fire Hydrant __ _ -- b� crJ�' , / --, / /
l
>f = Proposed Fire Hydrant bNi
/' - `s - - l I ii / '/ '' I /
{ ; = Existin Sanitary Sewer Manhole / - -----
0 - l 0 1
9 y FIRE APPARATUS ' _ -` 4- / ' / Q
Proposed Sanitary Sever Manhole i 0 �'
O. = Existing Sever Glean out TURN AROUND //� 'Ss/ ���' �:� , ,. w I II
F = Proposed Sewer Glean out ,• '� �� ,
cl = Gurb Inlet / - ��.
SD = ExistingStorm Drain Manhole / // / - ' • \..e\# 00e_.
: rY / / Z
NDPE- = High Density Polyethylene Pipe // t;'` /� -'� my / ' "///,/
W
RCP = Reinforced Concrete Pipe / / /' ,r�i�� - • / y . I N 1-
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-CONSTRUCTION
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-JOB NUMBER:
C - r'_ s, 2000534 -
1, i'9e a • J GD-6