SW8171118_Approved Plans_20180306

AS . BUILT, SURVEY NOTE [1 5A NCX 02N.10 ].
1.
THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLING TO PROVI DE
ACCURATE REPRODUCIBLE AS -BUILT DRAWINGS OF THE INFILTRATION SIN, COLLECTION SYSTEM, AND
IMPERVIOUS AREA ON THE SITE TO THE ENGINEER & OWNER UPON COMPLETION OF CONSTRUCTION. UPON
CERTIFICATION BY THE ENGINEER AND VERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BE INDICATED,
THEN THESE PLANS SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT
Designer's Plan Certification:
2=
AND FINAL INSPECTION.
NCDEQ IS ALLOWED TO INSPECT THE SITE BEFORE OR AFTER THE FINAL STATE STORWATER PERMIT IS ISSUED
"f hereby certify that this planhas been prepared in accordance kvith the latent New Hanover
TO THE OWNER.
County Ordinances and Storn-i Water Design Manual.''
Signature:
Printed Name and Title: Phillip G. Tripp,F E. - -µ
Bate:
Registration Number- 17374 SEAL
NOTES:
1. TOPOGRAPHY ARID TREE SURVEY COMPLETED BY PORT CITY LAND SURVEYING P.LL.C•
2.
STREET LIGHTS TO BE INSTALLED.
ALL ROADS SI-�4Li, BE PUBLIC AND BUILT TO NCDOT STANDARDS.
Property Owner Certification:
4.
4.
ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORK DRAINAGE SUM.
`°l (we) tiereby certify drat l (we) am (are) the current owrre:r ci the property and that upon
receipt of"Atrthc)ii7ation-'t'o-constniet" any clearing, grading, construction or development,
5.
B.
10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE.
THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER FACILMES AND RECREATION AREA.
will be performed in accordance with this plan and that the applicable ordinances and rules of
7.
SUITABLE MATERIAL SHALL BE USED ON ANY LOTS THAT ARE REQUIRED TO BE FILLED.
New Hanover County, the State of North Carolina and the Federal Govenmient and its
agencies which are hereby made part of this plan. As the owner, l (we) accept full
B.
9.
'MO PARKING ON STREET ANYTIME' SIG�E SI1AL L BE PROVIDED,
PROJECT NOT LOCATED WITHIN 100--YR FLOOD ZONE PER FIRM MAP NUMBER 3720316900J DATED A.PRIL 3, 2006.
responsibility for the construction and operation and n-aintenance of'tlre proposed facilities: l
(we) will not attempt to transfer of this responsibility without the written authorization cif
10.
NO PARKING, OBSTRUCTIONS, OR GATES WILL BE ALLOWED WITHIN TIN TIME PUBLIC FIGHTS--(}F WAY.
Nevv Hanover County."
11.
PARKING TO BE LOCATED WITHIN PRIMATE DRIVEWAYS.
12.
WATER AND SEWER ARE PUBLIC. WATER WILL BE PROVIDED BY AQUA. SEWER Wit.I BE PROVIDED BY CFPUA.
StPraature: _,,,__................ .-
Printed Name and'l'itic:
13.
EXISTING POSTED SPEED LIMIT: 25 MPH; DESIGN SPEED LIMIT: 30 MPH.
....__
Date-
14.
THERE SMALL BE NO ENCUMBRANCES WITHIN TIME NCDOT RIGHT-OF-WAY.
15.
ONLY NCDOT .APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT--OF-WAY.
16.
ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS PROJECT SHALL BE PRODUCED IN
THE UNITED STATES.
17.
CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2D.
18.
PRASE 2D IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
19.
THIS SECTION SHALL NOT BE A GATED COMMUNITY.
31
411
z +
t V �A
V,,. y.'••'\�
-x
a OVIL
PHASE 2' VL
x
:t
1,
y� a
% (FUTUn
+ t
INV 22.3� -zt X.
\ W/2622.5_xl 01,
50' GRAVEL
r`i
CONSTRUCTION q w 81
ENTRANCE041
340 -,
, d
+ r Y.. ✓ � � .✓' ".fir
RIM 23.70
ti b RIK 25,10
INV 20.6041 INV 1.754.1
/ n/ 4 i ✓�
F
PA
41
k ..
R F � •r
f^P d• f - f
10
fin,; 4 `�� 9 r J Fx✓ ~l t.
<
;Y /
'"'�� 1 f,/• ;fir
r' r'
,k'
. S. f`^� - 1 •..,. ;,. „ ,.,f� >/�( # f f ,r% �. <': 'zi ',<•s 'vf b 'v<' ' . ,•...
/�`-30 F.E.S. yf l� �.t< `i'/J(`�.. , ,� � ,� 1. •.i" ,b' �%,� H \` gbh. , ,.�•:w '7. %3,
`t *' .f 'F ^ 'iii RF / :fir � y .: 3i `S' 'k: 9' ar h' 4' ,r' b' s 3;,r, •" v ` � . � - f -L' � 7, 7. a, Fj
` tryg INV 22.5�
� •n ,,� lr •Y . `Q• orp y x 'b' ., .," ''b r +r `✓. J
J`✓ .s. +i. r // +y a ,v41, �, , y ,y �,. •`" . ,<�\ , .. r , p -. t' ter/ .
r w
F
'r1✓,. ,w'k1 ;c4'v�" _ ..� N -<:;l `h' a .1, .< -i "3i," ., 1 / , ,� •, s i
Q t y
i..7'
\
�!x
0.
` RIM 25.80
19.35 / r .. v •,?;, .� r k , s• +- :r y '/ a. \_ , /,•
CL Ki 21 wl
S ITE DATA.
DEVELOPER
AFTEW PROPERTIES, LLC
SITE ADDRESS
476 3ACOB MOTT DRIVE
NHCo. PARCEL No.
R07600-006--012-000
I ZONING R -15
RESIDENTIAL DISTRICT
USE
RESIDENTIAL
TOTAL TRACT AREA
6.09 ACRES
DISTURBED AREA
7.5 ACRES
LATITUDE & LONGITUDE
3,V7'70' N 7r54'15"W
TOTAL # OF UNITS PROPOSED
4
OF BEDROOMS PER UNIT
3
RECREATION SPACE REQUIRED
0.03x£.90 == 0.21 AC.
PASSIVE RECREATION SPACE PROVIDED 0.26 AC.
ACTIVE RECREATION SPACE PROVIDED
0.30 AC.
IMPERVIOUS AREA
LOTS
20tOOO SF
ROADS
66,550 SF
SIDEWALKS
16,210 SF
TOTAL IMPERVIOUS AREA
102,760 SF
SOIL TYPES
Kr-KUREB SAND
Le--LEON SAND
Ly--LYNN HAVEN FINE SAND
SS
PROPOSED SEWER
--- - W W --
PROPOSED WATER
-.-..oD sD
PROPOSED STORM DRAIN
PHASE LINE
EXISTING SPOT. ELEVATION
-- ____ .__......................_... ,_...... __....,..
EXISTING CONTOUR
manarmls,
LIMITS OF DISTURBANCE
x X TSF
TEMPORARY SILT FENCE
.-r ':mil' ♦ ' . . -.•
~ � '� e•
PROPOSED SIDEWALK
,.� .l .A
w w s
EXISTING WETLAND
w w .
PASSIVE OPEN SPACE
-
ACTIVE OPEN SPACE
1P
LOCATION MAPWS
X
REVISIONS
k
ade Description By
2$.1 c M M ENI HYDRO MLV
To d"N
Ewwmq -g4
z
0
z
y X_
CO f u z z Ewmli
£i �.)
/ CA
poll
Ift
A- z
iF PO
(' r
,p F
L > f A
,,��;;yyLL
r #WA`•
a- � /~ ^/ '
E
,K � i1
y� z` f
ff/i)
f
CI No. 5
RIM 31.0 _,
�,
x-
`Nf % �t,yAE cN �/ \ 0
It 7V 21.�F 4t � Q .r-. )Tar. �""- '""^• F-'i y `D //
», a ` rR. c„ Ew=4 Qw4
r-y /. ,r' f.r ,•r-.r r, ,� ,,..� -r.y. .. , .. •. s . -. .. s CtT ? .,.- (<y .;, ,:.. v '.• t C> ..•.'?•r`:_"._ _ W
,.� /� ,./'/ /' •/ r .. y .,� , r> ,, rr/y f'` ...i ♦ .�, < .r; •. 4fe • CI }ice•^ „✓ - Ja.
- C.%7 ,/,,.yN /i': i/ ; ��. �•'• ,N +� "• _ ' 's � .' -e -L� •i- �% �- F� . ''",.1 .iy "' ' •..r",'w.' "",�'�. t' . �`•..` V �a. ,,� LT 7P' x,
h�y
S V y,
..J . s , •°." s t a'�•_, RIM . < Lrb tU .7.� "..`•�-=,J•-.t
�. .. � RIM 29.60 � _� # ,F�,
:.,.....� ..:_ _,.. w:,,._ :. • ,� � _ � � RIM 27.60 - �, �.i' �• _ �,
,. I
-,
r , •
� ��j UC F � RIM 2.7.f}0 ,,. {y���j� //� �,1yY}�; � � y _ .....,,.-•--•-• --~•� F �_ , �-1-� i �d t� -_.
-...«.. "••�" ! .--,„.. V 1 ; .;.• \ �, .£ 'y ' . Ii.>1 Z1 .L4 ' - II \ T 2 T Y Cp r c- , P`• ' �F ' /)
0.7 Y -
k -,. __„_„-•rrr�iirYeFb - ,•�•�`, y w r �p `,•-•,.,ti Vi L• '`•V A, 03
CD
7 't [ .3'r tfitl t 1}' �f- V t-� � ^�" �s '`".•, y0. '� .s. � � � '".p:-- oo r,.»..-»--•---.. L r°' s`v m
` w d ( w s {�(•} ,,,, ��(y [may j y�1j f�
�qm{ ....... .-.j�� j� rn• � ,y< •..t' o "•i' -1s` w ,pti '.,'G '� tiF" SV �. _ +.JV - - F •^7� V Y. I � � � f`� C!H -i ' s 'S�� S`e �6c•� `•1
K > � a?, �,-,. W � d••s `'.• � t / � ^.s c (� ` cr'' i'� // _ .:: ems» •A' 4. rr �c.'1J'� �+,,,� a P�, �/'j
y 3 i a, w y ! r - �C f tJ t 2 . v • , {_ (J it, k 00
'y K .
7t L ,yr�►
_
>t•
T_
7, �? �... �L
-'---."^`�1�,^"""" ,.. .. .,� .ra+a r+ � � W \ *rw ``",�,. •... r � ;sv ,�„- -'•'` ns .,:...- \ &' jj ,,,,�.�,�.r��' ,: •,at• ' : ,..�,,,• .,,..,.._-z,c�Y� G3% iy �-•T�`'�„ '� f% � � i' }� r .F<�{
•� +"2t ^'aa w+ir„„ fa ice% ...._-..,.. -..,« , GC: """•• i�.u` GTd /`--pp.n•+ {'''`� `t./ wtM".."'r._ x ,.+ r..�.Y. ,is -a V / /� `"'_ ..av,^ �����\�� �{"'y`[ �� i� "�� d
...•^•-..•..«�.�.,7•-`•• '}`'•'��. (`^� "' + .IV , »:a� ^'iS• ..�A°^^VJ v3- % y{7 "•..... Vi w,,..r•• y'�T � V �...^��+` ^%b." {/ .w,,,r r•q`�.: � i3J (r,! i�; ,,,f' .+, f JM j,..,..
.--+ ,. JN ,,.....,... dw `-" •�---•-+ � t/`�/,i.•+" C3 ...».•.. V „•" �t '•, L Cam,.. t7� .^c .,'.- t^.v �j /1R • _-.✓ .+"^ � �`"' `'ad '<,� •„JK.
s� ,� .r>mr. Cea :><`x " "'i�4 '".'C.�. - `a �-'-,».. ,„� U 'vX ,.,.s#. -...t .,,..-- /' ••� _ {�c}� ---'C? s ..p+�"'�� . a . ,� "'"'" � - -'�- -P ,,. , � .�. ;.t•t,,,-• k y` j
i�d w x�x
.- ~ci
�} A �-�� _.___.»'.---}�'--- �' .. :•- , ...•-•- 'is
r?�f✓� i.•a r*1 u f 1 � / �"'"'""""� �"?
:ti ..".` ^�,•.." r, a "•... e^ G`T ....,,_,,._.,. .,:.•.cs tom,, � Y w,, �+ .,'. •�y ! j ! fr'6
\
u
,
__ R � 30
rl�t
LO ? Off} <,N .nd•+w, .. a 'II •<- _ fa• .......r EL
�'i'� c�, i.• , r• - `F'<: t"'> ''I,I! 2. :s>'`.'-' 0`,. ''C "'...w•
�_. o CI Net. 1 N, +�� _�� ._ ,� ti p....TI
F J i. L �:
•� < �- _
r_
RIM 2 N� �.----w---
v --
x. . t
E
�`. rw,w•.w CY} , .r••'- � '( �.7 �?,;,_,.,. .,, tTi �h ' - '`�y�w.,,,,�-.,..�.�, -...c .s �y /��� Cy"i"J""�-'�~ w r�s :.;;;i��'�<�^. �MIM�!kis� ✓' �y t,,� w �.�* �""}
^C}• C;.J '�. i`3 I � (yy M O 4••�j --!, ! �r°- W"RTF "� f.+aJ � � ... ....v..:; ., i�^'• � r,.... � N�,,.�.` •+••^""' h `'4. CJ T 7• ,r��
�µi Fys �,. "� '�''= A� RIM'-7 . � NR " - :•.: �' -�'F� ��
Li c. ! �Y `O, t„ �•. a : �i� t �i r Gy �r n�� f t j tid✓ [/����
f.T3 •,i,F3';•60
•'4 Y � ".w.. wI _.� f w_r+ � .+ sJ v^1_.
RIM 23`0 :•` �. -i �.x _ ,x/
INV 20. l LI p N 4^ 4 �v F fs `' r W " F b s 1 :✓
RIM 26.25 - '� F _ - ,� x �"'' -r- /�,. �„ ,• ..� �
� ' Y - Z � CI `I<C0. Vic° 717 9 �5 ,,; irk x z0A t 2CY•I �� i S d ` , f 3 INV` iw2l2Y w� ii(� �j� ^Y 3r� ny +_ �S 0 I C
rA !t3 �Sy. ;� ✓ '$ ,! _L��< „ C3"�\� t 7JIM 27.Vil C 1 r _ _ r �/ X ay �^fj� /'�'�
CYO' 'a 'S`" ,. ^{- "(j ' `+! �� GJ fw3 i'� • L ✓
a •, `. �` t,, 30 FES INV 9.0 23 60 - _ �----- t {v W , -� Z
P 0
W/12 04 x12 E.D. �
�:'�'� Cdi � ",<..,M-r ``,��h3 t`a•`1 " r"•''`����;,.h:�,�°4t.�^ - `' ,`r t�% _f ...-^---"""r,,..---» J' f` i as � � 11,�/ ,r�.•,
OUTLET STRUCVREg",
�,, ", .a '• ,; tip::,; ::..,.: �, <,..� _. __. - - t / / / r�•�
` `'ti , t° �'� _ i, �""�
(SEE DETAIL n <� C �, �•.' . / a
,�.:� ....�..-.�•••-•.� � r` CARENBAUER WILL_IAM �. �
---M--•n ;H. .�'=-s-'"'---'•�i+ 'ti +.` �F .y \\,4 ' t,.'4`.T?rj., .,:s•,+�< ,,, ,r / t� 'F • �j L LOT I
y' A 1' �4 `'wo\\ ':v i'i 1 aX
f YiED/ls Cyr J
N/F N/F DLE GLENN
4 I _ �, E :` CARENBAUER `PAUL J CARENBAUER I'AUL J LOT 3 / � '� + {
• w"" 10 PUEflC-DRAINAGE & MAI i ,r
-� S INV 18.B 20 EMERGENCY---- -� EASEMENT, TYP ALL 4 AROUND NSF / LOT J LOT 5 s ,
:.
SPILLWAY EL. 2 0 .•...
WARD AI+I G
,.,...._ y�N/1= "I N/F N/F KAISER GERARD C JOAN A JOI fNATI I
\ ` DEHAI�T DFI�iA B �•�, GALLOWAY GLEN II HOLLY LOT 11 LOT 9 � � P
PROPOSED WET DETENTION BAST VARNUM G6N A NELL.IE H LPT 15 ` . LOT 13
�s t
TOP OF BAND 24.0 `t" LOTS,1 �
TE PORARY POOL 20.0
TOP OF VE TATED SHELF 20.0 %` l ,r
PERMANENT POOL 19.0 JJ /
AIN .80110M. 14,0_._rI/F j s
-I I.+...SERA T BOTTOM 13.0 Y-PdERSON DA'VID R SANDRA'_'S
LOT 19
FOREBAY B TTOM 16.0---17.0
B TTOM 15.Q-16,0
,1``OREBAY SEDIMENT - .
.._.---•--W-.. -'-- '� �•--••.---,--.:�. .. - , sue- � � ,� !� '��`"�t�
N_ -1' S E A L
} I'�JAMIN N ETAL ��- x-__'`•�"'.�� � /
HOONE E
17374
LOT 21 A 1
/� � .._..._,,.,.«•,...- „jj.. j[ 3 W�AT no '�^""t�.w.u„y�� ..-..,.,..rr.+�""'�s`,� / •+�
V ,�„� 4 wrM� ,�;,,,, «..++.'�"' . ,,� f 1GREGO
� 1 t t l# i i t 1 t t 1,
( I
.---~- `r DATE 1 i --09 ---'I 7
DESIGN PGT
SIT]E
PLAE 21
BAR SCALE 1 60
C 2
3
60' 'TO 0 $ 60 120' f8'0' SHEET
jay; 9
5 - ., ... . ......... V I� i..,,ET 2 �.f I• ate•
17039
i
V).NE • & DE1i OPER:
NTEW PROPERTIES, LLC
DR. ARNOLD SOBOL, MANAGER
2020 S. CHURCHILL DRIVE
WILMINGTON NC 284'Ot3
PHONE. [phone]
ENTAIL [e-mail]
i x`d
FUTURE
DEVELOPMENT
}

BAFFLE C STRUO SPECIFICATION:
t GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE 70 WE
2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVAIM OF THE BASINS.
I INSTALL POSTS ACROSS THE W DIH OF THE SEDIMENT TRAP.
t STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24MES AND SPACED A MAXIMUM OF 4 FEET APART: THE TOP OF THE FABRIC SHO01.1) BE 6
INCISES HOD THAN THE INVERT OF THE SPILLWAY TOPS OF 800 SHOUL1l BE 2 INCHES LOWER THAN THE TOP OF THE EARTHEN ANENT.
5, INSTALL AT LEAST NU ROWS OF BAFFLES BETWEEN THE INLET MD Ok1TLET MARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2
BAFFLM
6, ATTACH A 9 GAUGE HIGH TENSION MIRE STR M TO THE STU POSTS AT A HEIW OF 6 INKS ABOVE THE SPILLWAY ELEVATION WTH PLASTIC TIES
OR WIRE FASOERS TO PST SAGGING. F .THE TEMPORARY SEDIMENT BASIN ALL" BE NESTED TO A PERMANENT SIORMWAlM BM OF A
GREATER DEPTH, THE a*U HEIGHT SHOULD BE BASED ON THE POOL DEPTH INURING USE AS A TEMPORARY SEDIMENT BASIN.
T D(TEND 9 GAUGE MNIMI#M HIGH TENSION MIRE STRAND TO SIDE OF BASIN OR INSTALL SIM T-POSTS TO ANCHOR BAFFLE 10 SIDE OF BASIN AND
SECURE TO VERTICAL END POSTS.
II, DRAPE THE €SIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABX THE SPILLWAY ELEVATION. SECURE THE MR FRO
MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE FASTERS. ANCHOR THE MAn NG TO THE SIDES AND FLOOR OF THE BASIN WITH 12 INCH WIRE
STAPLE% APPRO ATELY 1 FT APART, ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN.
9. 00 NO SPLICE THE FAW BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
It ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING RECIUIREMENTS TO FIT MVIDUAL SITE CONDITIONS.
SUPPORT ROPE
TO MIRE T4 SUPPORT POST STAKE TO SUPPORT WIRE
PREVENT SlWNG 2e INTO BOTTOM
OR SIDE
MESH OR SWILAPt, STAPLES OR TRENCHED
INTO BOTTOM OR SIDE
NTS
2 T76 ofrvurfac �' area
2.5 . :six
ASxca6s ScR 'a a bi.2 F 'S $
Y. Lug."` P %3k E$'� x•
RM
Eg
vk - ; b» . y y. •.3Y sa sky:. 3 . "`t'``` y,
`� S ��'as:
RONT
.E r a ie13f[f a sb 'flhrabr Drgg((n Mt '
..
g 11
12-
f?t%banIGrneft � y �, r auk � r zz ✓rS � $ #r3 � .
vvit 1 5 ilk rf c� v n 5. Mr ae i
s1die slfo'p es'
_rA I L
. �EELE a E!8C I G QE
NTS
I
r SEE rA l
7'i�Ayy` mil'•SEE PLAN
ENERGY
1- A i 7
,w*:'IT FABRIC
II
DISSIPATOR
! {pi E$' n'ql
ENERGY DISSIPATOR DATA
STR. #
Q10 (CFS)
VELOCITY )
L (ft)
W (ft)
D (ft)
PIPE SIZE (Inch)
POND IN
18.57
3.8
}
k 12
14
1.0
30
POND
OUT
6.65
2.12
10
12
1.0
24
CULVERT
23.36
5.95
20
22.5
1.5
2--30
ENERGY DISSIPATOR DATA
STR. #
Q25 (CFS)
VELOCITY
(CFS)
L (ft)
W (ft)
0 (ft)
PIPE SIZE (Inch)
POLL IN
20.94
4.3
12
14
1.0
30
POND
OUT
8.56
2.72
-10
12
1.0
24
CULVERT
26.32
6.70
20
22.5
1.5
2-30
OUTLET STRUCTURE DATA
BASIN #
TOP ELEV.
BOTTOM
ELEV.
INLET (ORIFICE)
SIZE/INVERTSIDE
WEIR SIZE/INVERT
OUTLET
OUTLET
INV. IN/
INV. OUT
1
22.0
18.0'...]
2 /19.0
ff/20.0
24 inch
19.0/18.8
NOTE:
WHILE SKIMMER IS FUNCTIONING,
CLOSE ALL OPENINGS OF THE OUTLET STRUCTURE
EACEPT THE TOP AND THE Intl (ORIFICE),
x
Q
us
WEIR
INLET (ORIFICE)
PLAN
GALV. BAR GRATING -- 1"X1,/6" BEARING BARS (MAX OPENING 41.
HASTEN WITH TYPE J CLIPS. ATTACH TO 1-1,/4 x1-1/4 x1/e
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET
TOP OF BANK 3
--� STRUCTURE.
PVC ORIFICE WM INTO OURIT STRUCTURE -- �<< �-
TOP
(1) PVC SCREW TYPE PLUG (TOP)
(1 ) PVC TEE ,�.
X`
WEIR
OUTLET
` I ORRICE)
BOTTOM
SECTION A --
WET - NTIO GN QUID RQun
NTS
9 ti.Ji fi [LiT
PVC END CAP' PVC RAW
PVC TEE PVC END CAP
PVC ' RE HOO
IN UNIMDE
FLEXIBLE HOSE
CONNECTED TOORIFICE
C P PIPE VENT
SCHEDULE 40
PVC PIPE
END VIEW FRONT VIEW
FLNRCLOTH .SKIMMER DETAIL,
NTS
„„lam ENTRY
CE DULE 40
PVC PIPE
ORIFICE PLATE
EE
\ PVC T
e
EMERGENCY SPILLWAY DATA
BASIN #
TOP OF BANK
BOTTOMOF
WIDTHELEV.
SPILLWAY ELEV.
(FEET)
1
24.0
23.0
20
WIDTH -r
-TOP OF BANK�3
GRASS LINED--L �
2.5# SKIMMER Wf 1.1" ORIFICE
BOTTOM OF SPILLWAY
TOP OF BANK
BOTTOM OF SPILLWAY
� I i
COMPACTED SUBGRADE
EMERGENCY SPILLWAY DETAILws
I
I
i
WET DETENTION BASIN PERMANENT POOL DIMENSIONS
^=ao
NO ice► WffHN NOTES:
1 OF # NO PLANTINGS WITHIN 11Y OF OURU STRUCTURE.
STRUCTURE-7 2) ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PW=
INGOOD !TOPSOIL NATIVE UNDERLYN SOILS MAY BE SUITABLE FOR
OF WELL-MIED COMPOST TUB NTO
PWING IF AMENDED WITH 4
o.
THE '# COMPOST SHOULD E SPECIFICATIONS iGRADE
-YEAR WMRWff PERIOD STIPMTING
3) A MINIMUM TWO
REQUIREMM FOR PLANT SURWAL/REPLACEMENT.
4) PERMANENT VEGEMAD STABILVATIGIN OF THE POND SIDESLOPES
BOTTOM VEGETATED }1'OI WILL Y REQUIRED PRTO FINAL ' 'T
SHELF/PERMANENT•O+l1
TOP � � , , LAND
VEGETATED SHELF
SEE CHAfT FOR TYPE AND # OF BDTTOM OF VEGETATED
SHELF/PERMANENTPLANTS POOL
121A
NTS
VET DETENTION BASIN DATA
BASIL #
TOP OF BANK ELEV.
TEMPORARY
POOL ELEV,
PERMANENT
POOL ELEV.
EMERGENCY
SPILLWAY EL.
BOTTOM
MAIN/FOREBAY
SEDIMENT BOTTOM
MAIN/FOREBAY
1
24.00
2000
19.00
23.00
14.0/16,0-17.0
13-0/15.0-16.0
* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
* 6:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL. WEED, DUCK POTATO, SWAMP ROSE, BL.WE FLAG
AND CARDINAL FLOWER
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES
WE! QEjENTlQbl S FOR.EBAY
SEf ION
NTS
-- STEEL POST
WIRE: FABRIC
GA, %x FILTER FABRIC
WIRESI
lq
, I I I 1----ANCHOR FABRIC SKIRT"
AS DIRECTED BY ENGINEER
M
NOTES:
1. FENCE. FABRIC SHAL.L.. BE A MIN, OF 32" IN WIDTH ANI)
SHALL NAVE A MIN, OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL. BE FOR EROSION CONTROL AND MIN. OF
36* IN WIDTH. FABRIC SHALL. BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SSIN
f d [`SHALLBE J"-0" INNHEIGHT AND BE OF THE
SELF FASTENER STER ANGLE /I=.
0vrmMEQl"""" SILTIE
NTS
NCDOT '5 OR � WASFIEI) STONE
---STEEL STEEL POST
WIRE FABRIC
2-1/2 GA, 6 M FILTER FABRIC
EDIATE VVIIRES I Ls_
t7
EL`
c�'"•...
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
7
NOTES:
1, FENCE FABRIC SHALT.,. BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN, OF SIX LINE WIRES WITH 12" STAY
SPACING.
2, FABRIC SHALL BE FOR EROSION CONTROL AND MIN, OF
36" IN WIDTH. FABRIC SMALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER,
3. STEEL POST SHALL BE 5'--0" IN HEIGHT AND BE OF THE
SELF --FASTENER STEEL. ANGLE TYPE.
TEMPORARY SILFENCE
NOTE:
TREES TO BE SAVED WELL
BE CLEARLY MARKED PRIOR
TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO
BE INSTALLED. AT THE
DRIPLINE.
DRIP LINE -- THE AREA OF
SOIL DIRECTLY BENEATH
THE TREE EXTENDING OUT
TO THE TIPS OF THE
OUTERMOST BRANCHES. t
iDRIPLINE
PROTECTIVE
BARRIER
STEEL
NCDOT C"
WASHE STON
l} R2i t71 K' nC]� SPECIATtC1AlC_
1. UNIFORMLY GRADE A SHM LOW DEPRESSION APPROACI
H INLET.
2. DRIVE 5-F'OOT STEEL POSTS 2 FEET INTO THE GROUI
SURROUNDING THE INLET. SPACE POSTS EVIDILY AM
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEE
3. St1RFttilIND THE PASIM wfm wIRE MIST HARDWARE �._,...,.
CURE THE MIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLL AND 801TOM. PLACINGA 2-FOOT RAP of WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMW OED.
4. PLACE CLEAN GRAVEL.. (NCDOT 5 OR ONE, ON A 2.1
SLOPE WITH A tiEiGlIi Gtf 18 Ii�ICCIiES laD THE WIRF, AND
SM00114 'TO AN EVEN GRADF_
5. ONCE THE CON'IRIBI nNG DRAINAGE AREA HAS 8M STABIL.IM.
REMOVE ACCUMULA'3'i"fl SEDIMENT. AND ESTABLISH FINAL GRADING ELEVATIONS.
S, COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVEI3.
ws
-----F.XIS-nNG TREE
3' MIN, STAKE
HEIGHT ABOVE
GRACE
s
rlul �..,
METHOD OF TREE PRO EC-flON DURING CONSTRUCTION
NOT TO SCALE
99�-GAUGE #TARDWARE CLOTH
,,•'-(1/4 MESH OPIIINGS)
SITE AM
STAfllll?.00N
SrABILIZAT N
� �IN
TIMEF'RI E
'nMEFRAME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 BAYS
NONE
WATER (HQW)
ZONES
SLOPES STEEPIR
7 DAYS
IF SLOWS- ARE 10 OR
THAN 11
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 MAYS
7 DAYS FOR SLOPES
FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL. OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HOW ZONES
REVISIONS
D0. ate Description By
f,A SW I HYDRO MLV
NUIt: VKUVII)t UNUUND �IAEIILILAIIUN IN ALL ARIAS OUTSIDE OF THE PAVEMENT
r-q .4 c
"`�'
TO THE LIMITS
OF DISTURBANCE PER THE NPDES CRITERIA.
� pq
PERMANENT GRASSING DETAIL
T IPORARY S ING SPEGI11FIC,AMON
SEEDING IIIRXTt RE
smes
SEEMING NIMMRE
IBM ahlmm)
nnu iiaPectexa (Kobe In12Q
SPECIES RATE
PEA S 5t
"
LAM WWMdo
#.' ;�1
Piedmont and Coastal P�aln,
Korean in Mountains) 50
S"N
SLOAMM
L��a
commm 9s%#j&w10
ULM 1101
,
049 aanud ade� Am won Of tempaa#y
t��
ww b "d tO ax!€ d im
FALL„
TALL FMCIE 200
German MRIet 40
1MN1'6R
I� MW `) V�}
25
,.
yltttllltfff
Svmm
In t11e Piedmont and mountains. a
py be
substituted at aerate c 50 ifsawwa
1. WHM A NFAT A PEMW CE IS DEEM, OMITSEitlt�A.
,�
��•'`�4,{��'ca5/'`
`ji �•
FALL
German Mlllet 40
2 USE GQI M SERMAGRASS ONLY ON MATO SIDS WHERE IT CWW LEME
A PM. SERMAWWO MAY BE M'iACEiI WMJ 5 tb/ftm CENMsWEGM,
�- Q :-
S E A L
LATN W&
Mm tatns - Above 25W It Fab. 15--Mey 15
60ow 2'�3{(O ft: Feb. 1-May I
SPIRM
APREL 1 - DULY Its
j � Y ♦ T
17374
Y
Eadtr#ct#t - ,Nun I - May 1
Coctaint Rain Dec. 1-Apr. IS'{`z
FxL
444M r - APB ry
-
a
.�, f • .. �� ��.
{ (`�
�€C�G�-+,,``�
��
>iountctns _ May 1 °slug 18
Mcw pr. 3 3-Aug
SOIL
f
f 1 i I l l t l 1
n- A15
FAIL
Alour►i�sa; -Aug 15-Oft 1$
SPRM
�M
WYLK A D MRi W ADCi�M,�116 TO W tESi"S, OR APPLY 3, M lS/ae Wn lV6i�t AIM
L#€ESitIIE AND :i00 6jaara i0�-tEl-�f0 t1�fA
Cocssict Ploln and Piadmw* - Aug 15-L)ec 3t}
q t�t
DATE 1 1 ""-'t,►9-1 7
,,,AMENMd=
"Wet
�xWMADESIGN
PGT
Rilltill► WMeMM OF SOL. EM OR A%Y 2,= IFIAM WM
DRAWN M LV
# UEatIRAI LLI Si Are M LB/A6RE 10-lil- to f.
Mu
MULCH
APPLY 4,L100 * Ws SnWM EOLWAL.M GIidR Of AWTM SMAME
iWE'LY 4,�Q L1i%1iE Jim Of T #G YMlii! A�, iEiiLNG.
OR A Irk NOMM ma. A Ills WN NJ= SU IMY SIR4%13 CM BE
MULCH. ANCHOR BY TAWN WITH AMT, �, OR NMNG OR BY L�tiWNO
IYtW A LD3M ANCH01M TOOL. A DISK WN aAM SET NEARLY SiRAt= CAN LE
UM AS A MULCH ANCHORM lode,.
ttt,,S��@ k5 >it I€�I ��6 ill..
LAY':L M IF #;RQl RI AOEiIN€1TE REST; lid
� nuffm 011 DTi �.
*�
M
R X � APRN. Wei 50 b%ae N MCK OW AS 6 1 tM. NAY 6E
W*D OILY OW A M OW A NW APPEAL M 6 ' = a�a MOW AS W"
C 5
Sim
t~A L
0 fs
��O.8M � Ali t2� 04.4 M S" �. MW
'"
SHEET OF
,�� AS
17039

P�2x
4E C Rff
ALL VALVES.
STANDARD
YOMAN
PAVEMENT 4 GRADE
5" HEAVY WEIGHT
rI ON S IL
OR E NSIONS 12 THHN
... ....... OATED
...... ........
VVE ..LOCATING WIRE
........... XIAI ..
...... AI.
Box
............
. . ........ B ......
2" SQ. N
36" MIN
...........
...... I.- ......
. . . .........
SAL 8{ TO
STAB -IN SO] 4ACROXWAY
_:z . ... V
MAI N NOR VA E
PIPE CASKET....... ;__ .. . ..
....... ..
TAMPED BACKFILL
............
5
............ .............
.............. . . .... . ...... ... ..... L _7 ... ....... Z_ ....
.. . .. . ..... ........
. . .. ......
........... .. . . .....
.. . ......... . ..... I .................
VALVE COLLARS
"A
IPERMANENT
12 THHN COATED
OCATING WIRE
2" GALV.
2* GIP GIP THREADED COUPLING
SLOPE UP 0 U UOU0.
w
00000
0 0
)_0_0 G
)000000000 0
0 0 0 0 0
RODDED 2" THREADED SQUARE
TO BLOCKING NUT BLOW -OFF VALVE #67 STONE
REDUCING CAP 48"
12" VALVE COLLARS
_7T 4"
4
......... .12 MAX
TEMPORARY � .......... .......... .................
MAIN VALVE MAIN
12 THHN COATED
STANDARD fOCATING WIRE
VALVE BOX
BOTTOM SECTION
2" GALV.
•..........
..........
U U
............ ........... .. ........
...... .....
SLOPE UP
GI ...... 2v P THRMED COUPLING ..........
.. ........
0 0
0
....... ............ ............. )0 00
..... . ...
4C) 0 0
TAMPED BACKFILL--"' REDUCING CAP 0 0 0 'D 0 0 0 0,1
0-0
NOTES: RODDED -BLOW-OFF VALVE
TO BLOCKING EQUAL TO MAIN SIZE #67 STONE ............
1. GATE VALVES SHALL COMPLY WITH AWWA C-5oo AND BE IRON BODY, PARALLEL SEAT 48"
TYPE, BRONZE FITTED W/ RESILIENT SEAT, LEFT HAND OPEN (CCW), NOTES:
2. BROOKS 24'* VALVE BOX COLLAR MAY BE USED.
1. BLOW -OFFS ARE REQUIRED ON ANY PERMANENT AND/OR TEMPORARY
A /E AbI12 DEAD END MAINS AND ARE TO CONSTRUCTED PER APPROVED PLANS.
UTEtISIQ
NTS 2. ALL BENDS, TEES, VALVES AND BLOW -OFFS SHALL BE BLOCKED IN
FINISHED 4' X 4' PRECAST CAST PON FRAME ACCORDANCE WITH AWWA STANDARDS.
GRADE ...... CONCPETE VAULT AND COVER IN/ 3. BLOW -OFF TO BE APPROVED BY UTILITY PRIOR TO INSTALLATION.
U.S, FOUNDRY USF 170-E-ORS
OR EQUIVALENT 8LQW=!QEE 12EIAIL
4" MAY Z GR()UT NTS
316 S.S. PIPE Vj/ ELLS
71
ALVE (TYP.)
SEE NOTF 3 X1.
PREMOLDED PLASTIC
JOIN f FILLER
.5" WALLS 2' PORT IMTH
T11READED PLUG
PIKE PLUG (-ryp) CUT OUT FOR FORCE
OR INATER MAIN
4'�
2" NIPPLE AS REOUIRED
MIN, BEARING AREA EACH DIRECTION
OF -RiRUST IN SQUARE F-EET
(based on soil supporting value of 2000 psf 0 200 psig test prosswe)
PIPE
TEES
90,
45' ELBOW
22-1/2'
SIZE
DEAD ENDS
ELBOWS
CROSSES
ELBOWS
4
5
3
2
7
10
5
3
12'
15
21
z S.S.
­­
BALL VALVE ­­ Il-, II ' I SEE DOTE 2 EDDA
CONCRETE THRUST
2' NIPPLE DUCTILE IRON sMI). PLUG BLOCK (TYP.)
SERVICE SADDLE WITH
I.P.S. THREAD
FITTINGS AND
PIPE FOR' NOTES:
1, 11 UST FLOCKS SHALL BE INSTALLED ON
A.R,V SHAtt BF 316
TI ON LINES 6" THRU
STAINLESS STEEL PVC WATER DISTRIBU
12" 01A. IN! THE MANNER SHOWN1.
n
6' 4- DEAD END
2. Piro. GREATER THAN 12 INU4 DIAMETER
BEDDING RD'-'K SHALL REQUIRE RESTRAINT JOINT PIPE FOR
8" X 16" REINFORCED t I Q R I Z 0 N TA L BEND THE PROPER LENGTH,
CONCRETE FOOTR41-1-i
StPE EXCAVATIONS (TY?) 3- COMPACT FITTINGS ARE NOT ACCEPTABLE.
STANDARD FITTINGS
FITTINGS SHALL BE USED WTH
CONCRETE THRUST BLOCKING,
1. ABOVE DETAIL IS BASED ON 2" AIR RFLFASE VALVE. CHANGE PIPE AND FIT'DNGS ACCORDINGLY FOR rt_1�40r�1914_ 2n, n:j 4
4. 'niRUST BLOCKS SHALL BE INSTALLED ON
OTHER VALVE SIZES. VALVE SIZES SHALL BE DETERMWED BY T14E ENGINEER AND APPROI)ED BY AQUA
V WATER MAIN IN THE MANNER SHOWN.
NOR'lli CAROLINA, INC, PRIOR TO INSTALLATION.
2. THE MINIMUM DIMENSION FROV TOP OF PIPE TO FINISHED GRADE SHALL BE 4,0 FEET. k 5. ISAC-CRETE IS USEDMIXING MUST BE ON
SITE UTILIZING A MECHANICAL MIXER AND
'
3, FOR POTABLE WATER MAINS VALVE SHALL SE APCO #200 (2") OR FQUIVALENT THE MIX APPROVED BY AN ACI LEVEL If
OPFRATOR.
A0 0 CAC
lux_ _11, 60a E 6. NO CONCRETE SHALL BE PLACED ON BOLTS.
NTS WRAP JOINT FITTINGS VATH PLASTIC.
ALL BEARING SURFACES 7. CONCRETE SHALL BE A M1141MUM 3,ODO psi
MALL. BE AGAINST AND THE TICKETS rURNME INTO THE UTILITY,
-UNDISTURBED (33ROUND
fTyp 'CONCRETE SHALL BE
KEPT CLEAR OF 8. ALL BEARING SURFACES SHALL BE AGAINST
PIPE JOINTS (TYP) UNDISTURBED SOIL AND SHALL BE
APPROVED BY AQUA PROJECT COORDINATOR
-FE E PRIOR TO PLACEMENT OF CONCRETE.
THRUST UNDISTURBED 9. USE Or RESTRAINED JOINT DUCTILE IRON
B L 0 CK SOIL WrLL BE REQUIRED If SOIL CONDITIONS 00
AREA OF NOT AtLow Tpv- usE OF THRUST BLOCKS,
BEARING
10, ALL VER 11CAL BENDS SHALL BE RESTRAINED
...........
IRON
T DUCTILE USING RESIRANED MN
PIPE,
24"
12" 2"
ELBOW
8" ABC
STONE BASE
'TYPE "H" CURB* DETAIL,
NTS
60?RKWT_-QE =WAY����
16' 16 ---5' SIDEWALK
2% MAX SLOPE
W-01 :2;' 241--0-' 21' 5#
3:1 SLOPE
ABC STONE BASE-
-1/2- 9.5A NCDOT ASPHALT -
PROPOSED PROPOSED
SEE DETAILA SAN. SEWER
WATER MAIN
IPAI ROAD I -SECTION 60
NTS
-
RIGHT 0 5 6 ' RI QE-WAY
2' 12*,
5' SIDEWALK- 1m F 5* SIDEWALK
2% MAX SLOPE 36 6, 1' 5* 2% MAX SLOPE
-- 30 SLOPE
_/4�/FT FT
z
C)
8" ABC STONE BASE-'
-1/2- 9.5A NCDOT ASPHALT
PROPOSED
PROPOSED SE DETAI SAN, SEWER
WATER MAIN nn
#M Mooff un. RN RO�rS-SECMN W^"# R
0000=1
SHEM OPEN
TKNOI TRENCH
------------- -----------
om
�_4 0
NOTES:
cf)
< :-1
Fl-
X
I THIS DETAIL SHOWS THE TYPICAL FINAL FIRE HYDRANT
5.
HYDRANT LOCATION APPLIES TO PROPOSED AND RELOCATED FIRE
< -4.
F-
cn
> �.4 0
-n
CONFIGURATION AFTER INSTALLATION OF A PROPOSED FIRE HYDRANT,
HYDRANTS.
z cr_
1-4 CD
m
RECONNECTION OF AN EXISTING FIRE HYDRANT, OR RELOCATION OF
0
1-4
z >
A FIRE HYDRANT.
6.
LOCATE FIRE HYDRANT WITH 3' HORIZONTAL CLEARANCE FROM
0 0 Q� =:
ABOVE GROUND OBJECTS.
cr_
> > m
.2. KEEP DRAIN PORTS FREE FROM OBSTRUCTION.
w < <
7.
PROVIDE A MINIMUM OF 3' COVER OVER ALL SECTIONS OF
croo
z " -0
3. RESTRAIN ALL PIPE JOINTS AND FITTINGS. ACCEPTABLE TYPES OF
HORIZONTAL PIPE, USE FITTINGS AS NECESSARY.
z w
•0
0
RESTRAINT INCLUDE RESTRAINING GLANDS; RESTRAINED, PUSH -ON
CD U� 0 _j
CC
0
JOINTS; AND 3/4" BITUMINOUS COATED, ALL -THREAD RESTRAINING
8,
TAPPING SLEEVES MAY BE USED ON EXISTING MAINS IN LIEU OF
0 cn <
9>
RODS. THRUST BLOCKS ARE NOT AN ACCEPTABLE TYPE OF
DI TEES.
z #_1 cr
< ­4
RESTRAINT.
--,I >
cmi
CD
9.
LOCATE FIRE HYDRANT OUTSIDE OF THE VEHICLE RECOVERY AREA,
4. FOR RELOCATED OR RECONNECTED FIRE HYDRANTS,VERIFY THE VALVE
ADJACENT TO THE R/W LINE, OR IN A PROTECTED AREA.
Uj
N14
IS RESTRAINED TO THE MAIN. PROVIDE APPROPRIATE RESTRAINT.
0
1' TO RIGHT-OF-WAY,
z
m -OR-AS NOTED cr
0
FIRE HYDRANT LL
z
w z
<
FINAL 0
GRADE cc
rri >
z 18"X18"X6" CONG COLLAR
• > 0 (IN UNPAVED AREAS ONLY
cp
z
6" VALVE < Uj
z
AND VALVE BOX
>
EE
6" WATER DI T
LL
PIPE
WATER MAIN
z
III 0
W
A111-
433 X 8"X 16" PRECAST
CONC. BLOCKING
7 CU. FT. CLEAN 6" WATER PIPE
ff57 STONE
SHEET 1OF 1
15.15-0:
BROOK PLASTIC METER
WITH BLANK METAL LID
v ETER PROVIDED BY UTILITY
DUAL BACKFLOW PREVENTION
7"T
1
MODEL#1404-2 METER YOKE
WATER MAIN--J
MUELLER SINGLE STRAP SADDLE WITH----�
COMPRESSION CORPORATION STOPS
NOTES:
1. LOCATING WIRE SHALL TERMINATE AT MAIN AND METER BOX.
2. ALL FITTINGS SHALL BE BRASS MUELLER COMPRESSION TYPE. A PLASTIC INSERT SHALL
BE INSTAL -LED AT ALL TERMINATIONS WHERE POLYETHYLENE PIPE IS USED.
3. ALL SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED WITH SCH 40
PVC A MINIMUM I FOOT OUTSIDE OF PAVEMENT EDGE.
36" MIN COVER
',-p6 THHN COATED
OR LARGER LOCAIWG WE
TERMINATED AT VALVE BOXES
r ML
VAPE Too TO m
Bfff011h OF PIPE
71 12 12
x x x x :`�\.
x x Y. x x
x x V x X x X x SEE NOES
x x x x y x x x x x Y, x x x
/,x x x x x x x x x x x x x x
NOTES- UOSTURM EARTH
1. WdERE ROCK OR NON -CUSHIONING MATERIAL IS ENCOUNTERED
IN TRENCH, USE #5 STONE FOR A DEPTH OF 8" UNDER PIPE.
2. ViERE UNSTABLE SOIL OR MUCK IS ENCOUNTERED, EXCAVATE
THE SOIL AND BACKRLL IMTH #5 STONE TO FORM A PIPE BED.
3. SHEET AND BRACE TRENCH AS REQUIRED BY SOIL
CONDITIONS.
4. PVC MAINS SHALL BE SDR 21 CLASS 200, DUCTILE IRON
SHALL MEET AWWA
C100 STANDARD.
KS
3HEET 1 0
1515 ,
i
2 _6" MIN
MINIMUM 24" HORIZONTAL CLEARANCE FROM ANY OBJECT.
FIRE
NEIRANT, PUMPER NOZZLE TO BE
PERPENDICULAR TO STREET.
4% A Zst A '+ MIUA WNUMIL PAL}
OR 24" BROOKS VALVE BOX.
6" GATE VALVE
f%M111r, 'n M1 irl-r
\1 -1 I/J BLOCKING AS REQUIRED
CONC. THRUST BLOCKING,
DO NOT PLUG DRAIN �UNDISTUREIED SOIL
NOTES:
1. ALL HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AWWA STANDARD
C503-82.
2. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITIONS.
3. ALL BENDS, TEES, VALVES AND BLOW -OFFS SHALL BE BLOCKED IN ACCORDANCE
WITH AWWA STANDARDS.
4. HYDRANTS SHALL HAVE NATIONAL STANDARD' THREADS.
FIRE MF .Aff DETAIL
NTS
59E
WAK NQM
REVISIONS
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO
THE SITE.
NO.
Do e
Description
By
2,
CLEARING. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUC-flON UNLESS OTHERWISE DESIGNATED
TO REMAIN.
3,
GRUBBING AND STRIPPING: CONTRACTOR %W1 RAKE MD REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE
AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SKU COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY
SOFT AREAS.
5.
DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A
PROPERLY PERMITTED FACUTY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CUT AND FILL QWMES AND COMPLETE INSTkIATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION MD PROTECTION OF ALL EXISTING LMUflES DURING CONSTRUCTION. BEFORE
COMMENCING MY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE
CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR
TO EXCAVATING. 10. THE COWRACTOR SMI BE RESPONSIBLE To COORDINATE DISCONNECTION/ RECONNECTION MD/OR THE RELOCATION
OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL
11.
EXISTING SURVEYING PERFORMED BY SHERWIN CRS8 AND SUPPLIED BY THE OWNER.
12.
THE CONMCTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SH, FURTHERMORE THE CONTRACTOR SMALL REPORT ALL
DISCREPANCIES OR flUESTIOI�S TO THE EI'#GIN£ER PRIOR TO II�IST'AL1.AITON.
13.
THE CONNCTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
14.
ALL PVC UTILITY MAINS SKU BE INSTALLED WITH A MINIMUM OF 36, COVER AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO FEET ALL LOCAL AND STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND
ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR MO SHALL COMPLY WITH ALL REQUIREMENTS. ALL WATER SERVICES
CONNECTIONS SHALL ALSO MEET AQUA SPECInCATIONS.
16.
ALL PAVEMENT, BASE AND SLING SHALL CONFORM TO NCDOT STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT.
AI'PRtII''RIATE BARRICADES SIGNS t:IGHTS OR OTHER SIC CONTROL DICES SMALL 8£ PROVILIED IN AGCORIDANCE WITH NCI?{3T TO
MAINTAIN SAFETY MD TWO WAY TRAFFIC.
.17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
TO INSTAUATION, ALL AREAS SHALL. BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKErED JOINTS AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S REQUIREMM.
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE
III, FACTORY MIXED, QUICK DRYING NO BLEEDING, REFLECTIVE MATERIAt MAY *13E ADDED AT OWNER'S OPTION FOR NIGHT
20.
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MNIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS - AIR
ENTRAINED.
22.
FIELD IMNG SfWi BE DME BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE
TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. DATED BY FOR ADDITIONAL REQUIREMENTS.
GENERAL
WAIM N
ALL WATER MAIN CONSTRUnON SHALL BE IN ACCORDANCE WITH AQUA SPECIFICATIONS FOR WATER WELL CONSTRUCTION.
]p POW%
V J
1,
2.
WATER MAIN MATERIAL SHALL BE C900 OR 14 PVC,
3.
HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS SK411 BE PER DIVISION 3, ITEM 14.3 Of AQUA SPECIRGA11ONS FOR WATER WELL.
4.
CONSTRUCTION.
PRESSURE TEST AND DISINFECTION REQUIREMENTS SHALL BE PER DIVISION 3, ITEMS 14.5 AND 14.6 OF AQUA SPECIFICATIONS FOR
&mq z
WATER WELL CONSTRUCTION.
I
5.
NOTIFICATION OF CONNECTIONS TO EXISTING MAINS SHALL BE PER DIVISION 3, ITEM 12.3 AND REQUIREMENT THAT AN AQUA
0 n
REPRESENTATIVE BE ONSITE DURING ANY CONNECTIONS TO EXISTING SYSTEM PER DIVISION 2, ITEM 5.4.1 OF AQUA SPECIFICATION FOR
WATER
P4
WELL CONSTRUCTION.
6.
CURBS ARE TO BE MARKED WITH A "W" WHERE THE WATER SERVICE CROSSES UNDER THE CURB PER DIVISION 3, ITEM 14.9 OF AQUA
SPECIFICATIONS FOR WATER WELL CONSTRUCTION.
7.
48 HOURS NOTIFICATION TO AQUA BEFORE CONSTRUCTION IS TO BEGIN MD BEFORE MY CONSTRUCTION IS BURIED PER DIVISION 1, ITEM
2.1.7 OF AQUA SPECIFICATIONS FOR WATER WELL C01MUCTION.
CQNSTRUC-flobj
aEgmc
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
0
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
z
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
poll M%
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
co z
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN FIALF FULL.
W �D
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
C)
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
z
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
0
9.
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABIUZED AREAS,
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
V J
1 O'.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE,
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR To PROJECT COMPLETION.
MAINTENANCE PLANE-4
* .....................
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
P.
OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
z
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET-- PROTECTION, BLOCK
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
co
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
C\2
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT,
Z
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
lmmw4
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
0
OW0
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
d
ACTIVITY ASSOCIATED WITH A SWALE.
a" 0
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
�=4
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY To MAINTAIN A BARRIER. STAKES MUST
z
BE STEEL. STAKE SPACING WILL BE 6 FEE .
T MAX. WITH THE USE OF EXTRA STRENGTH
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
Uj
BE STEEL STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
;-4
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
0
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
z z CO
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
z
6.
OR IS DAMAGED.
PT4
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
z
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
0
0 0 P,
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, THEY
WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
DEPOSITS REACH HALF THE I (EIGHT CIF THE 1ST BAFFLE. FLC9ATING SKIMMERS WILL BEP64
INSPECTED MEEKLY AND WILL BE KEPT CLEAN.
Pmw4
7.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN
WHEN THE DESIGN STORAGE CAPACITY HAS
0
=
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
, '
*r-4
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT. OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN,
8.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9.
FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
S E A L
17374 _cL
ti
REGO
"11111"No
DATE 11-09-17
DESIGN PcT
DRAWN MLV
?Q1, AV
A
C6
Byt
SHEET 6 OF 9
14026

A --BUILT SURD NOTE 1 5A NCAC 02H.1044]:
1. THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA TO PROVIDE
ACCURATE REPRODUCIBLE AS -BUILT DRAWINGS OF THE INFILTRATION WIN, COLLECTION SYSTEM, AND
IMPERVIOUS AREA ON THE SITE TO THE ENGINEER & OWNER UPON COMPLE11ON OF CONSTRUCTION. UPON
CERTIFICATION BY THE ENGINEER MD VERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BE INDICATED,
THEN THESE PLANS SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT
AND FINAL INSPECTION,
2. NCDEQ IS ALLOWED TO INSPECT THE SITE BEFORE OR AFTER THE FINAL STATE STORMWATER PERMIT IS ISSUED
TO THE OWNER.
NOTES:
1. TOPOGRAPHY AND TREE SURVEY COMPLETED BY PORT CITY LAND SURVEYING P.ILL.C.
2. STREET LIGHTS. TO BE INSTALLED.
3. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
4. ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
5. 10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE.
6. THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER FACILITIES AND RECREATION AREA.
7. ALL LOTS SHALL BE GRADED TO THE STREET.
8. SUITABLE MATERIAL. SHALLr. BE USED ON ANY LOTS THAT ARE REQUIRED TO BE FILLED.
9. 'NO PARKING ON STREET ANYTIME' SIGNAGE SHALL BE PROVIDED.
10. PROJECT NOT LOCATED WITHIN 100-YR FLOOD ZONE PER FIRM MAP NUMBER 3720316900J DATED APRIL 3, 2006.
11. NO PARKING, OBSTRUCTIONS, OR GATES WILT. BE ALLOWED WffHIN THE PUBLIC RIGHTS --OF WAY.
12. PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS.
13. WATER AND SEWER ARE PUBLIC. WATER WILL BE PROVIDED BY AQUA. SEWER WILL BE PROVIDED BY CFPUA.
14. EXISTING POSTED SPEED LIMIT: 25 MPH; DESIGN SPEED LIMB-. 30 MPH,
15. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
16. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN. THE RIGHT-OF-WAY.
17. ALL. STEEL. AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS -PROJECT SHALL BE PRODUCED IN
THE UNITED STATES.
18. CONSERVATION RESOURCES DO NOT EXISTWITHIN PHASE 2D.
19, PRASE 2D IS NOT LOCATED WITHIN 100-YR FLOOD ZONE.
20. THIS SECTION SHALL NOT BE A GAITED COMMUNITY.
SITE DATA
DEVELOPER
AFTEW PROPERTIES, LLC
SITE ADDRESS
476 JACOB MOTT DRIVE
NHCo. PARCEL No.
R07600--006--012-000
ZONING R--15
RESIDENTIAL DISTRICT.
USE
RESIDENTIAL.
TOTAL TRACT AREA
6.09 ACRES
DISTURBED AREA
7.5 ACRES
LATITUDE & LONGITUDE
34°7`70nN 77#54"15"W
TOTAL. # OF UNITS PROPOSED
4
OF BEDROOMS PER UNIT
3
RECREATION SPACE REQUIRED
0.03x6.90 = 0,21 AC.
PASSIVE RECREATION SPACE PROVIDED
0.26 AC.
ACTIVE RECREATION SPACE PROVIDED
0.30 AC.
IMPERVIOUS AREA
LOTS
20oOOO SF
ROADS
66,550 SF
SIDEWALKS
16,210 SF
TOTAL IMPERVIOUS AREA
102,760 SF
SOIL TYPES
Kr- KUREB SAND
Le-LEON SAND
Ly--LYNN HAVEN FINE SANK
j OWNER & DE LOPER:
AFTEW PROPERTIES, LLC
OR. ARNOLD SOB04 MANAGER
2020 S. CHURCHILL DRIVE
WILMINGTON NC 28409
PHONE [phone]
EMAIL Icbos2W6aol.com
SS
PROPOSED SEWER
---- W -- - w
PROPOSED 'WATER
�» ; 3D -----
PROPOSED STORK DRAIN
PHASE LINK
a
EXISTING SPOT ELEVATION
_._ _..._ ...._._...,..._,.. _.....•-.,.._»_...................._.».:..
EXISTING CONTOUR
..°�.
LIMITS OF DISTURBANCE
---•- x - x TSF
TEMPORARY SILT FENCE
• . a. a
PROPOSED SIDEWALK
t .y
lie .
EXISTING WETLAND
PASSIVE OPEN SPACE
_
r ""a
ACTIVE OPEN SPACE
n
5,
LOCATION MAP
NTS
t w
IV
REVISIONS
r
Description By
COMMENTS MLV
�•�-III
t / a ` y» w s1012
3 ,, _ * �, �t ? �. �y, ,� _� pia a�}• @. ?. > \1 j, ,,,,��, -• a
.. � ; •s � v, � �? � c� 100
O. �,?�' »y t? S C, i /, 7 ,, yj ,•x,., J may/
SITE 12LO
,. ,.�. ,,• � ':r � ' %,'Y^�'�`-c3' ,�� � � <� '�<; tad ,'� � �,, .' `�, .d `�' (_, f i �Sa �, ^ � i L ` \`
-t�v� r t�} f t`' jj}Jj
"••f "•' •. `6 l�1 �.../ 1 � r :`/`�' :� ''� "q `.f' ..' i : e � ( LSi Em E
•G1 ` . y •{' < /� , ? '` 5 � 'f is / D<t
4' ' Z s „-„- s ✓ ti,� / sv .y 'k. £ 1 • s ..,.. ,. ..», _ ,w<,..-_ [yI�1�j
41
'�M111f
•� 1 � `S �.. *� t„. gr .z �r ` ./' � ,// r✓ � 3q � r'r'.`' �f
A' HASEr9
_ -vW '3' i� i !, , 3 'c 9 ",•M� '
'0.• 1 f/ "�' .3 v. ,b, y �` 1.`...,31 S{. >�....»,.. i­ 1 v •'� �„,,,•-- at\ t 7 �" w z
(FUTU°�rt �'ls _ •�,. f .f \/f ,;n '•ti v h< .0 -A' ,, -"^'�� .r ,� /` >; .. l 4� ���MI�
^.`[7�,# ^'t,��J U i_•`Ci$ er Y�- '`>'"/ l �,� ,� / „}r .sr -Z> 4- -.z, ,y ..,,• M/ `_/ ,ty .,�1 ///( cy r . F
` < ' •"� �` <i q L..v •� �..Y >'%.�� �1. , _:AVI » j i �i/; / l'3Ji , ''1 -s, -3•. cf' 4 ` "�"`• .,,... _, i, /� j % FUTUR • 4 'r '^°rl
(�� �� �Y • � � � f � �n fl L'�JV F.�•S• �y%i ,i tii �; ti, +i; .y ,�, ,?, .;Y�. "�. ,�< � '•a.,. r '�•'v •, ` � .
d'_ 7, ia`E >'i> k E ,..n.'r""`.,. f �}s' f - ( / * : . , • �. - 3 ,f / i" L•7 : I" ,
'j={(y�xA '• S- ..� O - -'�5 ,•"' �,� xx `U C� IN TL. t i '/v. , f JIf/K' '•s/ ki `ai •i < ,b' •, .< :�,r,� ":q,. `>r v, x ,s' E.-LOPMENT
s• .� :y \. ..7i1 . tS. - •a s,,, 4 t i/ :u J/ ' / %•'s 3/ cif t5' '%K <.Y .. ° ,s/ „ DEU. � � � �`s �C4
t r .Ni Z. F` f� : V f
f i •',. tit} 4Y •ir �'y' 'Z3 s ,>- / •.,h .r .. , f ' /•' / ... >
s- W 20 x22..5 x1� £, r
l4l e °i a b �j '3 t %: "'J 'fy f z%/ °y i '>w u •>f `%,- %s• •b'
a i ,. .£,'ti' .y ',��;•�„ s - - <6.l •t,, Y ,3'� ^i% .2 d a 'b Cy. ,;y ,.;✓
,C\2
f3, yr .N *`/ ti' ,t'+'b \ "✓" -.,; ^, g"" ` ,.•' .:, r w -• ,. f Cr3$ J/ �illy� :
o?-f,+ fl,> N ,ir .,y 'w> vt'' ,, y, g. -�, '{o .y , •& > a` ,'+� "w.,. js. -'"' 3 < }` �� T^!
v v, -v •zi "W w °� v' _ «- �'' s:-`'-�. '� ., �, ., `�'+'�'".� � � a ^� � '\fir ., ,4 > ^s' � y N . w r' c, > ,. r v ! r
W fl
>z ,v <y .b .» •v � ^k' "v w• » � .r" ° €< '3' M �'F' n•�' f k � �?. » .J,»» „ ..,..� ° x ? �., y- <..," _ ,N <y .<�, �' ar e .-;y � ,� ,. ', .. <• / r< F X �r%+�
L/j�.. ., +v .s •�, �, ." �i �< -� w •3•. ��yy. 1,, t-•.�p'� C,,, �- ,�..• ,S, 'k' •< v, -� � ,,' '`t6s
t '£ �. -•s' .� AL", M'f AREA 'k � �"`"�ra`�'t `r -� b�j- � �p ,°S�V �� "'� :r `s' �. _ -s � �� � .. - .. {- 2 � / •j' � _� �`L `tj . VI
t ]}�•�-
i.
".. •�, .t ';° -b .q. ,i. ,t. .y `e- .}. .�. .v .E. .�,. •. r ?4f 'si .,x*.k Y s, v^ v t-• .. .-� -, � .. _. •+ ,,,, `(tI
bD
<, .,. ,.a . . .i, .:. �:. .:. � ,:. .i �?. :- ,.. i �-- �. _.. ;.r 41 Wit, Al .J.. 'e}' •Y � /l'> � •,',
-
�cs$ / to
,
�. .,.;. .: •:.-x; ... - _,-(Y•, <•k -d, '�+.. Y - ''N �Y „ ,y '#' .. 2 ....
CI No. 7 _� f r , T ��
h
r
{
No
t
RIM 23 70 W
3
• s* ry �-
gr-
, .- ",y <' :, ";,.. .w. _� .. ,y ..wtm s ^*`.,. �31
>•"`�.,.' ✓' i � �, s' �,- \�' �' �' 'r,,' Nor w •> � i 1 � ,�• � S 7
./,..•r f �••` ° /,•, j,,•"r �k`. .�, » .s' •�. ^£, 1 / .r :' /'. <� � .• �iy c: v' �+ � � \3' 3,;i� „k♦ '� ,^h- .r /7 CI r 'f � •kb �i {t
�'. ry^.,�a.:' ..r -..r •, CI V• .L _ ., - ' No 5
r .' "!` • :�rjJin '''.� ,/' ` v,./° F„NI-1
„ -�; ,f *•� f.✓,�'ram'' ,,.» f fjl��"'> �' .- y. .,r a _ t/1(/�� g. / . Ny,'r'''y „// /,,//1✓f� ,/ter . l>. '` r �-�jf 1 iM /p��+^''7,y(�/�� ,,,/' RIM � i •s�L* �eS -s„"' 44-�fjJCtqt by ,o+R �/� ,r/ /'j ,✓',✓� ,r" /� �� L {{ RIiTt .ia.JsVM 'd= :. o, „ S' w i� e v, �. r1 t Cwi
d .7yj,1 1r,. ,✓"� Nj/ !' rf� ° N� f fr'` Z c• W !
j %�
,/ / ,,' r✓/ , f / / _' Ali 5 3' y d r �.. IN 7.40 tJs X , 9 '
. .�. ' , /r'N' r •`^'� , , r /r /'rpC �s^ ,�� ,: /�r,/r// ��s„� /' ir' / ,/ �'' ,/ r//✓1'' / � � `" ,>a`= 'INV / i r' .� ••- "...... ��3'` ,,,ti •� � -text IMF
1 Qm4
..., ,,,/!',/r � ✓t•a .�,✓,// ,/i/'',.`���� ,✓,/j1,.:� /' "",�'-'s-`:- �t v i' *e -s- 'a- �' ., . ..., .Y ry '�:�- , _., �_` ' �y r •a<.+•'•"• 'w�•..
,. ji ,` "`'/����.,�; ,✓'// „°.�/%' /'' / � _ r _ ,t,
�,,✓ „
..._».. t�J "�/� /i�r/ice /��/': r` rr��i��N ✓i j//f� rt r^ ,--" '• •„�. •e:.; +_,? r�{#�_ Ai of / ,.. _. �/~ •t /// G+ ..r '"^"' �.»a% ~`' '�.r••.
,,,,,,,,- »_-_._. _,,,,y4. //�//// ry/f�,/r,//1 �r// �r!/ � � ,.. ,�.'-' �tl• tri• 'f.+l -�' s- s '»- 'f 'k z �: ,- -a 'b /-••':"^ ., j/
/ .
r i
C / -sag?:• t
s . RIM 26.25 •
.q
v
CI Iv =� n 1
. ° �. ,; '.Y w as u - -:- 29.60
q r ISM 27.60 e •
RIM -• .... .:
1.
= r
.r ...-� � •i::.
K�, � C ;, ... �� `�' � - RIM 27,OL} _, � � %� � 40 �.s �._. _..-: _ •, �� r , � ;. � �•� .,,� .�
:... -, .....-„„. Ni] �' •%s �'v °£ •sr •Y kf IN` 44fi jINV i74 ✓ -""` r""9. ?` f. .,Cp..., i' '�•� \� '�•,,. t
t
.
Y
t + 15 \ '-�*��--tom•----�.�< r - _ - _ _ __
"
not
w A •-s}^�
._ • ,.»...... Kq - • t? ,, .,, :e- , e . ,, `F: sb
�b<•�r`'�..^^-""._.- .7,;, •a / ,N d n ^> £ r ft �}Q�tn5itl} ,�+, ��r. � i •Ij \w+/
4me�} - N Jiff 1 L-S� L+'!�tv '....•'.-.�•' Tt!� �.°'" - �f °• z�� iJ "+.,� 3 d> s. � f
r.., ra c n, Y �> _...� t ;' y H -c' -_- Y,� s e.. '� 'r y? 37� c3 i ct
ti
-P \ ' '.�rw. S T `T• '.':•y....:-•-.a: ,�..A�' >i "•i - '�' i . �(••.� ( »'..._...__ 00
•'•L-tT "' ✓ - i r ! -'?" - V "T � � i C,7 L'r < ��•�`� 5t jj''�� . "�'SK, cotw+V
•}. ~rV~� -
cs't a
J css _ N- ry cn N L , a ... s
< .s
!'
>
��M�III►
: : ..,.•- - `--� •-•, ""`� ^'/3=H i:.:r � ..'4�'~ ...-:- "i'�{'"+•eft• ••>.... {•� >.,7Y i ., t / J 1
i
£ ;`? /' Q ....-•• ""Cnf ,:''j rrw. -- "iV �. 'K,_`�`'`"'"•'"^`-^'- ,... �.-. "'».•'hw..-,✓',,',E t`d.•�` '= -"."C� +x-• •"- _ ..,„,..-.»--^,....,..'---"' .> c..+ �,�y� „Gt.,r ,..%a .,1'�;�. � f
-'*^-' ,...-i. �i .....,- ....••.. Pam""" €"i� �r � £�3 'tv ti'•.. V c a �. ""•n>' ...-a {� . Tc. ,, • • .,,,,,,,, Cri .�'?• � L� ±C i
r3a- pr. ti3 q� (� it r )( a
O 4+00 L.*i _ -.. ._•,1[ / t7g- .rt:-. .M r, ,�,y ..,....•. ,• X .'""' {•3 cs� „,w M,. ,-�Fu ``� -.�., r��°� ;
tt? v+ � ____...._•-..---�--"l'�"»_' - ter_; <'"' ..,r•.- �3 e,+ .. � � «.,r<,' s _'``� �
PQ
CIO_ -� RI
� Ci? ��a? . i.� fl •z • �i js j�j�,, j e„ � •i - s� •:. �..- )(..,� < �r {..� <. � ✓ � d ♦ i""j
�/I i�ii�. 1 n» G mod' .+�+.""" < - t or --- cam, ,NV Ci_3 s. {
?y'
r
RIM 25- 2iU 2 '� _e. f t _ r .�- t.. w �- t 1
b`•--.f._-.. �.�..._..,.�' x-,,.,t _ ��---Z'-- > -°- f*i ., ., r,,�` F
fl r M INV 19�Q -� - .. r, J x .�` r
�1 �y s _ w v r +�.1 0
CI NV. 7A�y�~ at, r 5: tram. s ��Cd RIM 9.60
RIM' 23 �'<,- � � �''.•�"'�""..., fl w .. .
�.�,,, _ � ,n� '• :�..�,,,,,,:., � `� `,.. -... ... _ ».-_._ � _ .R(1 � .----�-'--- � _ �• vim;
iI ! G.a { V 4 SU :•'� CXf { {,A}}.. �`t NV: •' • y �• •,�' .•••'. `r`r. O '� `(- ,.,,. :.,_..» '!'. t Wi ¢
Fr� N "'�;J � p'• � 7 � •/��� � 1 . �..•.• ,mow) ... • ^ �� f (- ,�••$; ��` .•„d. j#}''`._O +� tT+ � i° � 1 .....--••^'-"_<'"..r� 1` /J 1.. y■■�y�� i J FF {r���ir �• �, �/ M�..�-_• � .»� fj ft i�f"•'___7 (�/ty}
34
Q' i ` r (:i """.• "�".1 ' \ tJ 1AJ ,,,,,,,,.c-A»•"''�"1..•"' t i ��. q`j �'j'�.-,w..�••✓'� f� /, P ii.Y�.��Fi ��FNA Fj ,h\N /� fi '3(.iE-f"14 +t 5_ t ` �M./v
4�` '. a AREA
RIM 26.25 Rt ' i����
CC? ► 33� i J ia31 °�' �, y 1 t IF�}YGaL. �` ".mow 'r r` r ✓ CJi ttt i a> !�""i {
IAw/Ms a f.; o .,y� ", .,.`., '""., °'•.,, 30 FES INV Bet} 23. � , � ����. � .....r-.-.�--��- , j, ! � �/, �� z } � � � � @ a.
zC U U' .,•,,.. �AE•4.. m, fl y "1:,", "y '�� 3 1. , <,� - / ✓`/ 4
;f W/12 x14 x12 E.D.
��`' Lri i Ex\t�-. "Y `.,,��j'ai ,.,r��i?•� ''sr✓ � xx. ,;�}�,� ,� � %�-
TRUCI�IR 1 , s, y =y ` r > r �. »
OUTLET'.. S r
_.>. � ^'I° lilt C.;•t � ; �, s -�• ;e `�'� y .,-.».-.'»"'-'.�...- � J'Wisi
2f ,c.."''• 3>, "3, •. '✓' 'X3 wZ•»_ Q1 "� ./` ,,..... ..,..,..,. }( Wi
SEE DETAIL) �4, Uu / '� : �ti. .° �`� `24 7,`�."'`' ham, v ., M..,., Q 1 / -` I �•
y t P3 r
_x
'az, Cis^Z
w, s j }
s,<u.,�.^, 4,F„x,%•^>.,/r `¢�' �'q4� s i�H �„r ` ..•'- r jr f E Q�..:.?
�;_ AID IMP WTL
�- Q » yjj C E AUER IJAM L �� 1 ice.•, +�
y..,�,�._.._ 5 / �-__.__„,r�(3,r.,�,.,�:, �-;/ •.,�'g^c'ti`,,�'�'\�x'" �"�?:�3`• s° i..,,N ..) 1fl Q "�:�� _',..N•' ����Mti`���71r•�+� ���I.�b�R�� / ^f r t
• •^�,., �yh, +L.�+7•`�•�^``�i� r � "'.'�t:: M1N13V � � .,,.»...'...^•"'" "_ / ( <
• _:_.. � 3 .._ � : � �r •€>.`< � .�.- � rQ
N F GOT 1 f- ,�` � � >,,,,j ,
�.-.-w:.,_ -� c+. ,v `. t�3 r.Ci] .,,t.°..•.•• {,,; ''•; , % 3 ° JJj w s S
t u' J Si i X f l{
I N F 'i EDDLE GLEN4. C
« . - 10 PUBLIC-DR..NNAGE & MAINTENANCE }.r , _ / � ` fl ,_,_, 0 -1 �,.
,.. 2O' EMERGENCY-­--­----
S __. .,.. ,., / ; GARENDADEI PAUL J CARI~NBAUIrR PAUL J LOT 3 `aN 1 1 '" z..{ ,.� ,
S INV 18.8 �.. EASEMENT TYP ALE -.-AROUND N F s'
" SPILLWAY EL. 2 ,O .., ,; LOT :`� LOTS f ». , „ ,.. , . _.,..», « ./` 1 1
. N/F t N/F N/1 WARD JOHNATHAN fj /j
�/E DEFIANT DEANA 8 GALLOWAY GLEN {I HOGLY KAISER GIWRARD C JQAN A LOT /f
PROPOSED WET DE`IENIION BAST VARNUM GLbNN A NELLIE H LET 15 LOT 13 LOT ,1 1 1 1 '
TOP OF BANK 24.0 LOB 17 �`
TE PORARY POOL 20.0 s` s :x} 1 1 1 I
TOP of 1IEG TATED SHELF 20.0_`
PERMANENT POOL 19.0
}
N;I= f
AIN,_,BQTTOM.1,4,0. H., 3
,PETERSON DAVID R SANDRRAv n ° r (3 1 fF _
VAIN,.,,SE„ 4NT BOTTOM 13.0 GOT 19 -._ � � r { 11 1 11
` a
FOREBAY 8 TTOM 16.0---17.0
: FOREBAY SEDIMENT B TTOM 15.0--`16.0 J 1
'
,r
HORNE PENJAMIN N ETAL \ �~� _ !f
w.•" r' fOT 21
Alvn M
Ia �� .+ems• wry tip, � � � • S G. A
17374
Afpj
VGREGO
� !
t
4 `t ` it _ "'i �.i � / r •,•.- .nlMt► �� +wMlr' �,• � F l
DATE 11-09-17
1 /
DESIGN PST
--._t......._.. �:.... 1 DRAWN MLv
BAD' SCALD 1 60DAI
FOR DRAINAGE DIVIDE PURPOSkNLY
ancEi i Or 2
17039