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1304 1306 cf \ 1.21 13621e c 1507 5r '''" tcn1521 1939 CONTRACT NO. 1 - WATER SUPPLY WELL
$ 6 6'
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`\Pop.995 ���'3ra, �i;, 1306.s 1306 RI Sr 'v,Summerlins ,• •. o d 4
1304 b' _ 't Crossroads 15.1b0. r1500 } 2 GENERAL CONSTRUCTION NOTES " LL
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23 a ! ' 1353 1305 Fa mn 1360 B ptC a 1.76 N. .S, 5 SITE PLAN K 8
cPOe 1 r �'Bowden y Friendship • chapel 1307 �' � 5 1.10 o
Fi... h y - .1304y1402 1565r 1 6 SITE ACCESS EASEMENT PLAN
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, 1338 02 1 07 -'~ oz 4' 7 WELL CONSTRUCTION DETAILS
131s 1.1a \ 50 sg 6° ?IahuaA 1004
1 "� AREA Smith Chapel r ��.e, ... 8 WELL HEAD °
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141 YN1340 1342��. e' • 1 g - ?tea 9 WELL HOUSE CONSTRUCTION DETAILS Z
83 , 1.,2 ''ice y°v Everton Z-14 15 Crossroad i5ts ? Z w ^�
1 7a �� a' 4r 1300 1382 0 1300 L.
1300 10 WELL HOUSE AND GENSET CONSTRUCTION DETAILS g g �,�
I ► 1346 1305 - 1301 % 4.e O'' Pearsall (n LL u,1p p r,
1344 � / S Ati Chapel „, LL e 9'',m r
1340 _ 49 .aoi �5 11 WELL HOUSE PLAN NOTES W Oa- ei°'
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i,. 'ARK 1300 i Methodist Faith o Chapel,, � m o1 e
1341 D'IV 1 I -,.,1 Church Church afi 13 WELL HOUSE CONSTRUCTION DETAILS 0
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2022 GOLDEN LEAF WATER SUPPLY WELL PROJECT w z f
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N CONTRACT NO. 1 - WATER SUPPLY WELL o o
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3 GOLDEN LEAF PROJECT ID: FY2023-038
7.
DUPLIN COUNTY, NORTH CAROLINA
DECEMBER 19, 2022 _, li
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�O' `� I CERTIFY THAT THESE PLANS WERE PREPARED UNDER .0 CI- LL1
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I a MY SUPERVISION AND.DIRECTION AND THAT THEY ARE =O�FESS/�,4'iy''.,. ..P,,,ipO 'ITV,'TF', Z
CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. :�� '1yc c .0zkt tri.y? PLAN APPROVAL: I- 0
au a r_.SEAL _ SEAL 0= Z
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x JO PH W. MCKEMEY, PE /,,W:,,,,,C,•`„N`\, /RMVILLE..s-: '- - JEFFERY WILLIAMS EN
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ao."o NC EGISTRATION NO..28431 nninnt nnnuul - UTIUTY DIRECTOR N o
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3z BID SET NO. o
3 DATE 10/26/2023
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ova SHEET 1 OF 19

JENNIFER BYRD SANDLIN
DB E-it 276
PROPERTY LINE DB 652 PG 460
IS LIMIT OF CONSTRUCTION
PROPOSED
OUTLET PROTECTION
PROPOSED PROPOSED EXCAVATE DITCH WITH 2:1 SIDE SLOPE
175 LF 8'CHAIN LINK FENCE SILT FENCE AND LINE DITCH.WITH 10 SY CLASS I RIP-RAP
WITH SILT FENCE FABRIC OR 6"LAYER OF GRAVEL PROPOSED
+15ao3 UNDER RIP-RAP a B
RIP-RAP/GRAVEL.FlLTER a
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`1�'w .' ' +1s2so CHECK DAM
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CONTRACTORS'SITEWORK RESPONSIBILITIES S / -Frsais -- _ __ -- sz o 53 a
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CONTRACT NO.1-WATER SUPPLY WELL ,' - --- 1 " { _ __ _ -_ _ -- 15z 9•+s2ae - 5 m 4
-153 {151 i
A.TEST WELL DRILLING. +152n. + 327 - -+lszsz• g w
SJ 5
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B.TEST WELL INDIVIDUAL FORMATION TESTING AND COLLECTION OF' o, o - a
WATER SAMPLES.SETS. 11�-� -x x x 'x t• -- • x@} +15280 x-- ' ` /, i S
C.LABORATORY WATER ANALYSIS. /%
D.GRAVEL PACKED DEEP WELL. , II ' , 4 - _
+lsa3s I I `` `$T. is 11 2
E.PUMP PEDESTAL. I I +15514 / $
I I __ PROPOSED
F.DEEP WELL TURBINE PUMP AND MOTOR. • I 132 LF 10"DIP,CLASS 350 PUSH-ON JOINT I 1 . O PROPOSED SITE PIPING
_I DRAIN LINE 0 0.40% I 1 V, 1 EA 8"X 6"REDUCER,DI,MJ WITH GRIPPING RINGS
INVERT OUT=150.65 1 PROPOSED cs
G.WELL HEAD FOR TURBINE PUMP. �I. I 1' 130 LF e'CHAIN LINK FENCE z•PROPOSED - X. 1 _57 OB PROPOSED SITE PIPING 0
H.WELL HOUSE. DRAINAGE SWALE I I I 1 EA 8"X 8"TEE,DI,MJ WITH GRIPPING RINGS Z o
/ I r,, 1 EA 8"X 6 REDUCER,DI,MJ WITH GRIPPING RINGS W ,., `�
f' I I , 1 EA 8"GATE VALVE&BOX,MJ WITH GRIPPING RINGS -N u
I.ELECTRICAL FOR WELL HOUSE. 1 I +lszsa I " I ...IF PROPOSED 1 EA 6"GATE VALVE&BOX,MJ WITH GRIPPING RINGS w ..m+is2]5 1 1 EA FIRE HYDRANT,4 1 2" W nO aJ.Water Service Lines for Well House as shown on PLANS. -.' PROPERTY.LINE 1 I `1 I t,' .SILT FENCE 6"DIP,CLASS 350 WATER LINE C7 =' 1O'::::
a.jIS LIMIT OF CONSTRUCTION II #t __ V H3mmK.GAS CHLORINATION FOR WELLS to include chlorine solution line and +1sa2a 11 / 11 1 02° ZZQ� a E
diffuser. Jr I
' 1 ©PROPOSED SITE LANDSCAPING 0 n m w`- q
r PROPOSED 1 EA 10"X 10"x 6"CONCRETE SPLASH 0 F n
Rr 1 PAD AND 10 SY CLASS 1 RIP-RAP n
•J..::... .. 8"DIP CLASS 350 BOLTLESS RESTRAINEDJOINT L.BLOW-OFF DRAINAGE and rip-rap outlet protection Structure. PROPOSED OO' ,4 WATER LINE
200 LF 8'CHAIN LINK FENCE I (n Ei
M.SITE PIPING from the well house to the WellSite Property Line.
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N.SITE LANDSCAPING includingclearingand grubbing,grading,borrow, I '.'..�m 59� I I �
9 9 9 9 ri.■■ .. w
Concrete Splash Pad and seeding. I ••••• ""' PROPOSED Q e
; - I PROPOSED .":.1� I
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', i - I WELL E-3 , •� 1 • 1 TOt�AI 2"'MIN. 80 PVC CHLORINE SOLUTION LINE Q R.
O.EROSION AND SEDIMENTATION CONTROL. I PROPOSED 1 TO MAIN 70'MIN.FROM BUILDING AND CHLORINE DIFFUSER U .1! ^«
x : �. x
;. I WELL HOUSE TIC � J' t
PROPOSED '
P.4"CABC SURFACING and 6"CABC DRIVEWAY SURFACING. ANTENNA PGLE AND ANTENNA FF=tSa 50 }1Y""' I _ o;�a N
+1s3xs +15314 I. PROPERTY LINE w u 'c,N N
ems'''::::::::::�::::::::: x
1 Y I IS LIMIT OF CONSTRUCTION t-`m o8 z N=
O.RCP FOR STORM SEWER. - I- •. 1
PROPOSED , I •"••••••1• I c m•
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I SHORE POWER TO GENSET �T I 1 I S v a E t>_
R.CHAIN LINK FENCE AND GATES. r I 1 1 '' ,�m ti
DUPLIN COUNTY ,1 PROPOSED -
AUTOMATIC TRANSFER SWITCH A I' I '' U LL
DEED BOOK 1172 PG 81 I � J �,• • '•, PROPOSED
LOT 19 SEC 1 WESTPARK-BRUCE COSTIN RD PROPOSED 'Y''.:'. ' ' }' :' 18'W X 8'H DOUBLE LEAF GATE w
SITE PIPING CONSTRUCTION NOTES ,1 MAP BOOK 20 PG 17 15 SERVICE ENTRANCE RATED 1`A ;"•' '
ELECTRICAL DISCONNECT 1 DUPLIN COUNTY
: +idi 4ROPOSED
1. This piping plan is diagrammatic only. Additional piping and/Or fittings maybe. WITH CIRCUIT BREAKER •••✓: �•��•��•••�•������� ����������������'�����������• !
.....................
. ...."Cr%�,�. I 4W X8'H SINGLE LEAF GATE DEED BOOK 1172 PG 81 -
requiredtoavoidconflicts,tie-in to existing lines and/or provide a complete and fully i. "'"""""" """"" � •••••••••��•ypLOT 17 SEC 1 P BOO RK-BRUCE COSTIN RD aoperational System. The CONTRACTOR Shall provide all piping and filings as, PROPOSED ••• •••• • :•a 752 SY 4"CABC SURFACING '.:':.'::.�:"" "' t::SG 2"WATER METER&BOX - MAP BOOK 20.PG 17
r uired at no additional cost to the OWNER. I 4 EA BOLLARDS .ii•:: '.::
eq / :::' (INSIDE FENCED IN AREA) . :.�•••• %.........:::: 1114 n.. . y ▪ L I /d PROPOSED
o, 2.. See other pages for detail piping arrangements,inverts,and pipe locations. +15315 I "> "• """•- ' , 1 1 1553 LF 2"SCHEDULE 80 PVC SERVICE LINE c
' x - - , I� ,• I FOR EMERGENCY SHOWER/EYEWASH TAPPED o 3.
1 - - PROPOSED is' 1 ,� TO MAIN. 702 FROM CHLORINE DIFFUSER -j 5
3. All ductile iron pipe outside buildings and/or structures shall be Class 350 with ', �e iA 11
o p p 9 I •
_ -� UNDERGROUND ELECTRICA ' I I , PROPOSED m
F._ boltless restrained joints unless shown otherwise. I CONDUIT AND WIRE i
i I.. 1602 LF 3/4"CTS WATER SERVICE FOR SAMPLE SINK j > m
,a; - 1 ' TAPPED TO MAIN 70'MINIMUM FROM CHLORINE DIFFUSER 0 m m
in 4. All fittings.shall be rated at a minimum of 250 PSI working pressure with mechanical ; I 1 ' 1 •11', o w m
joint ends and gripping rings. I I - 1 SILTFEPROPOSED x }
j , Vat SILT FENCE. m z3
5. All plumbing water piping 2"or smaller,except where shown otherwise,shall be - - I w o 0 0
Schedule 40 chlorinated polyvinyl chloride.(CPVC). , _ -x------x-- • , I l', _ PROPOSED o m
' ` ' ,' 45 LF 8'CHAIN LINK FENCE U a a
6. All rigid chemical feed piping shall be Schedule 80 polyvinyl chloride(PVC). _x-----_x_--- m w o m $7.4
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a ...... , • SITE PIPING % II-'
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-0 7. Concrete thrust blocking,rodding,gripping rings,and restrained joints shall be - ( - _ f ' 3 ,n - o M 81
`o provided in accordance with Section 02668 of the SPECIFICATIONS. A _ - -_ +1susa . t
.. 8. Contractor is responsible for providing accurate As-Built drawings for all site piping . / i -+133.2] • U I • 1.>(.ys. UNIT PRICE PIPING i a ,a r w
w uJ 1e .. .. w c installed to include but not limited to water supply lines for raw and finished water, d"d n
chlorine supply and chlorine solution lines and shower/eye wash supply hoe. PROPOSED PROPOSED ' - - o 0 rr z a
n pP Y Y pP y - ELECTRICAL SERVICE POLE;CT CABINET DISCONNECT, .-
170 LF 8'CHAIN LINK FENCE r'� PROPOSED co p —
.$ - METER BASE • % 880 SY 6"CABC TOTAL DRIVEWAY SURFACING 4 o a w'z CA 9. Water containing chlorine residual shall not be discharged within one - +152e6 ,t +153.1u _ (FROM W.PARK DRIVE EDGE OF ASPHALT TOon p m o 'o a 5
4 thousand(1,000)feet of surface waters. Flush water containing chlorine residual 1' .55, • WELL LOT FENCE GATE).AT FENCE,TRANSITION s n 5 8 o
. shall be.discharged into diked ditches and contained until no chlorine residual PROPERTY LINE - TO 4"CABC.
5 1 - - IS LIMIT OF CONSTRUCTION
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2: I ,
o SITE GRADING CONSTRUCTION NOTES +152.51
a 1. Clear and grub entire site within the limits of construction.All trees,shrubs,bushes, - o
re
7.2
o debris,etc.within the limits of construction shall be removed and disposed of in - •:
a, accordance with applicable Federal,state and local laws,rules,and regulations DUPLIN COUNTY F::k:. 0
I 3 Disposal site shall be provided by the CONTRACTOR. DEED BOOK 1172 PG 81 -•i'ii .r.
N �. I LOT 18.SEC 1 WESTPARK-BRUCE COST1N RD t 5 J O
a 2. Construction shall be confined to the area within the limits of construction lines shown , J MAP BOOK 20 PG 17 1Et
$ �', on this sheet and within the rights-of-way of adjoining streets and roads. Construction ,:::"... W 0_
PROPOSED
within adjoining streets and roads shall be limited to that required to install proposed - ;'::.:` J
a a improvements under this CONTRACT. `� •.,::"/ t2'w x 6"CABC SURFACING } J
o 3. Provide offsite BORROW,grade,shape,and landscape site to provide positive PROPOSED ' 1"' , , ' 0_
a- o drainage over the entire site and to drain surface water away from buildings and other 8 DIP,CLASS 350,BOLTLESS RESTRAINED JOINT WATER LINE ',,' / D J ,
u structures. Slope ground surface away from buildings and other structures at - 5'MINIMUM FROM EASEMENT UNE to 0_
m 3 threepercent minimum slope for a minimum distance of thirtyPROJECT AREA IS LOCATED IN THE ?� Z
(3) (30)feet in all , w 0_
o $a directions. -y CAPE FEAR RIVER BASIN t Z W D
LIMIT OF CONSTRUCTION
N o 4. All roadway and parking areas shall be surfaced with a four(4)or six(6)inch thick LEGEND 0. W 0
O " layer of coarse aggregate base course(NC DOT Type A).Existing CABC surfaced .' ; , ,•:n. 1 8
areas shall be resurfaced after completion of other construction. Provide additional ', ',;. Existing Right-of-way ---sn u---- Existing Sanitary Sewer Main ' ""
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"1 CABC material as required.Six(6)inch CABC shall be used for the driveway.Four Existing Property Line ExistingSanitarySewer Manhole .•,. LT) Q a.
'o (4)inch CABC for parking areas. E stng Woods Edge ---FM ru---- Existing Sanitary Force Main rl Q LL
a Existing Tree ---a a---- Ex'st'n .Natural Gas Line Z Q
a0 ro ? 9 9 LIMIT OF CONSTRUCTION <
0 No 5. All disturbed areas shall be seeded and mulched within ten(10)days after completion Existing Bush w w Proposed Water Line - F- W Q
En N of grading operations. Entire area within the limits of construction shall be seeded �,; 1 o` - Existing Fiber Optic Pedestal v Proposed Water Valve ,' 0 J
N and mulched except those areas within the limits of buildings,structures,and CABC �j' P Ex sting Telephone Pedestal 4 Proposed Fire Hydrant 1 ", Q rt W
xi surfacing. Undisturbed areas with a well established grass cover shall not be seeded a Existing Power Pole Lc Lc- Proposed Limits of Construction , �. 1
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and mulched. ---w w---- Existing Water Line Q Proposed Drop Inl t Protection - Z
%. E o Existing Water Meter Proposed Rip-Rap Filter Check Dam , .PROPOSED ttt111111111/1,rr 1 Ir 0 O
5 6. Erosion control measures shall be installed prior beginning construction and shall o Existing Water Valve • • • • Proposed Temporary Silt Fencing30'ACCESS AND UTILITY EASEMENT p,SSOC/ r/ N CA /��
84 u P 9 9 ' l 9Pose porary ' `v 4., day 0�� 0
rn ^� be maintained in continuous operation until the finalgrass cover is well established. ,8, Existing Fire Hydrant • Proposed Silt Bog r; _ `P 0ORgN f%, `=O 0FESSi0--- N
p P 9 ydran p g
x Erosion control measures shall be removed by the CONTRACTOR after the final , ===9f===a===S6==- Existing Inlet./Storm Drain -De4 c^=�� =f- -p
m o grass cover is well established. �1 ':•:.' _m_ _ - _ N
x f T / . \ =" SEAL a SEAL r o
1972 2$431 �`
i 9^'11 .MATCH LINE-A-1A ,
SHEET 5 OF 19

MATCH UNE-A-A
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UNIT OF CONSTRUCTION E
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1I UMIT OF CONSTRUCTION I'�� z 'd i
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{' .:'L f PROPOSED = c
{ 3 '• } ,, 880 SY 6"CABC TOTAL DRIVEWAY SURFACING o
,•• (FROM W.PARK DRIVE EDGE OF ASPHALT TO
WELL LOT FENCE GATE) z
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-145245
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}• DUPLIN COUNTY
DEED BOOK 1172 PG 81 IIl I,1 I V 0 '" n
1 I DUPLIN COUNTY LL�� rvm
LOT 18 SEC 1 WESTPARK-BRUCE COS11N RD I I u�
MAP BOOK 20 PG 17 t I DEED BOOK 1172 PG 81 R W O if'=x o a^^
I I I LOT 17 SEC 1 WESTPARK-BRUCE COSTIN RD 0 C z m P,4 w
3 Ii �, MAP BOOK 20 PG 17. Q U V mTA o.°a c.R
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, +15119 ; 1/ + I •§},',.@.99'i '^ J
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'iI I PROPOSED 0 �,.
i 1{ 12•W X 6"CABC SURFACING ' U
t I OB PER RULE,0906,WATER MAINS CROSSING A SEWER. Q 4
1 5 I SHALL BE LAID A MINIMUM VERTICAL DISTANCE OF 18 () V - m
PROPOSED . I I i INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN& C y E P
I THE OUTSIDE OF THE SEWER.APPROXIMATE DEPTH OF C LL -w'm"°j^
8"DIP,CLASS 350,BOLTLESS RESTRAINED JOINT WATER LINE 1:•+t' I I SEWER LINE 12 FEET 0 *«t n
5'MINIMUM FROM EASEMENT UNE I I I III IU@ 1'9 o N/ '1 I I Exlsnec ©MIN.12'VERTICAL SEPARATION BETWEEN STORM 2 E o s
✓ • III ' 1I`5G'DRAINAGE EASEMENT SEWER&PROPOSED WATER UNE CASING.TOP OF WATER
tt • I ,t f LINE CASING SHALL BE 1'BELOW BOTTOM OF STORM ' Sea€c°E
�Ewsnrvc \ SEWER.MAXIMUM TOP OF CASING SHALL BE 149.38' — M K B n u S
15 DRAINAGE EASEMENT +t5122 1 i _ 6
j - ; { CONTRACTOR TO LOCATE&TIE INTO EXISTING 12"
/ I I UMIT OF CONSTRUCTION. WATER LINE w
an
CONTRACTOR TO FIELD LOCATE EXISTING UTILITIES&
s �' NOTIFY ENGINEER OF EXISTING STORM DRAIN CONDITIONS
UMIT OF CONSTRUCTION ' v.
PROPOSED
E ,/,, I ' �30'ACCESS ANDUTILITY EASEMENT of o
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+15124- t ,
- _ - it 11 �; m w �' a
CD I/, 4a'NATURAL GAS EASEMENT I
I I. j I I PROPOSED Le,' .
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/ I TEMPORARDY GRAVEL CONSTRUCTION ENTRANCE/EXIT I}1 1'; CHECKDAMGRAVEL FILTER _ ________ ________ x < ? S1 �i. oo\------------- ___T_______PROPOSED + 1 I IT' __,_____ 1 SY Fz z n:Ui
_ _-___- _, - 1 EA 8"GATE VALVE&BOX,MJ i1 II PROPOSED " " w `,',-,1
1 ' ---------------•-'_ _ WITH GRIP RINGS,RODDED TO CASING I 1 w 4dopa __.__+/ _______________ ___ ii.i.
+i5 11 � .TYPE SF-9.56 • m o
1 i sD'R/W PROPOSED m o o. w
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m I 2P ASPHALT 20 LF 24"RCP,CLASS III I \1•, o o c o' ¢ "'
45 SY 2'BITUMINOUS CONCRETE SURFACE
COURSE 224p/SY
-" I •• INV OUT 14943 I I a
T(E) \ 6111 - - a
N• OTE: INV IN(W) 151.03 a^e T I INV Al ,1a.m - -
V { RIGHT OF WAY DATA TAKEN FROM I, O '/Jsim I -- - --�—
DUPLIN COUNTY TAX OFFICE
AND NOT FROM FIELD SURVEY
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± 71
__ 152-- 152 I�4°e">pa"` 'I - O
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o _ - — - ., I r--rrs,_� ELEV._s3.53• a
II TT TAP 88 DAL N W/CAP
- II 1 .1 _rT 19a `t\ t NAND ae DATUM Q, J
l - 5d URL11Y EASFAENT 1 I 1 T r \ -��R/W. Z Co d
0
1 INV 141.T2 co
N E ELEV.=154.09' -- -� -- -- II tY PVC,STIR 21,2W Ps wATEN uxE W W 0
N - TA CO 180 RON w/cw __ - CO i- Z
Y RAW 9e DATUM __ PROPOSED • 3 I
O N _Tom___ -- 15•X 40'BORE PIT Elclsmlc W Q
1 di
I Mr DIP CLASS 51 SANITARY SEWER /1
PROJECT.AREA IS LOCATED IN THE _ -- �: C) O LL L=L
d" CAPE FEAR RIVER BASIN __ -_ -SA
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CI ' Ewmsc B _SA____ , 1_
1 8"DIP,CLASS 350,BOLTLESS RESTRAINED JOINT WATER LINE 1 SA-----
O, N RAY I 1D'.ISTNG 1a'DIP CLASS 51 SANITARY SEWER � y--SA---- U J
>_ - SANTARY SEWER NANHgE SA- 3
Ell N LEGEND '- sn ---
1 SA --- `` ( I -W-- Z
- SA f w--�---
x Existing Right-of-Woy ---sA SA---- Existing Sanitary Sewer Main i y,__- --sA------sA 1 _---w--__--w---- W
__sA______ w______w_ I N p
m n Existing Property Line O Existing Sanitary Sewer Manhole _�-_----sr.---- _-w------ I Z J
cm .Existing Woods Edge ---PN rL---- Fisting Sanitary Force Main I -sA-- w-____-w------w 0
d o Existing Tree ---c G--- Existing Natural Gas Line '' - W_-----w_--- }}
xi �. Existing Bush w W Proposed Water Line i I W--- w------ \\\111111Nt/TTr, L 'I N Z
>; 4 Existing Fiber Optic Pedestal V Proposed Water Valve $ --w -----W-----_w------ "v p$SOC/q fr N CARLa+o j\O TF.' O4421d,12
y j O
0 0 n Existing Telephone Pedestal i Proposed Fire Hydrant i O PROPOSED TAP- ==,oESS7��y9 I N O
om e Existing Power Pole Lc Lc Proposed Limits of Construction 1L -#�T 60 LF 16"DRYBORE WITH 96"STEEL CASING,MIN THICKNESS 0.250", G F?Z Y ❑ i
3 ---w w---- Existing Water Line [_• Proposed Drop Inlet Protection I 1 AND 8"DIP,CLASS 350,PUSH-ON JOINT WATER UNE �: SEAL n_ _ SEAL r _ a
D Existing.Water Meter ® Proposed Rip-Rap Filter Check Dam 1 I EXISTING 1972 ,` 2847y1y z o=
1 1 12'PVC,soR 21,zoo PSI WATER UNE 1 EA 12"X 8"TEE,DI,MJ WITH GRIPPING RINGS BY SINGLE UNIT TIE-IN �I1113
�'•-v V Existing Water.Valve ■ ■ • ■ Proposed Temporary Sit Fencing I f .�'•, �''C� LR-.ry^
$, Existing Fire H I 1 EA 12"GATE VALVE&BOX,MJ WITH GRIPPING RINGS q . "-AP GIN !�`
+•' 9 Hydrant • Proposed Silt Bag 'A. ��i r ��ic�p° F. ^
E o d ___§1f __ ___}§-__ Existing.Inlet/Storm Drain 1 1 EA• ( I 4 EA 8'22 /2 GATE A BEND,DILVE Ft ,M M'MTH GRIPPING RINGSPING �(VERTICAL) '''' �in�"`�11 r�" 1W i11M1c�
I 1 SHEET 6 OF 19