HomeMy WebLinkAbout025-94 Children's Services of VA, Inc. - Shawnee - Backfile0,0
O.D
\s Car.6my Compacted ^>et.�l
O.D. Bukfilt H-
e"
/ 24` STONE AGGREGATE-----__
—� 4" t,
--I CONCRETE \�
• r v 6..
STQNE AGGRAGATE.
UKRETE ARrLi CONCRETE CRADLE
CLASS W
rrefu%�C'.ompacted Select
ak rift H"
Carefully Compacted —
Select Backfill
4" O.D.I
Care fa lty Compacted
^,elect B; 01fl
24'
- 4"(min)
(typical)
aiurvc AGGRAGATE CONCRETE
Clnssa_ CONCRCT�ENCASEMEN�
-- REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS
—SAW CUT TO BE
MADE AT TIME OF
REPLACEMENT (typ)
1BACKF ILI MAT'L AS
REQ'D BY VDOT PERMIT
(Full Depth Crushed Stone
l9 P is al)
6"
YDOT PAYEM NT REPLAE-F ENT
TRENCH
& i30DING DETAILS
W&S-E
1'-6'
'TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS.
SQUARE SKID PAD 6-THICK
UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET
1 H" MIN ABOVE GRADE IN EASEMENT AREAS.
CONTRACTOR TO GROUT MANHOLE.
.r' `•
- COVER IN PLACE.
4 BOLTS (3/4-DIA.)
•
20 , ADJUSTMENT RINGS C I IMAX.)
,1.
.\l
H" MAX " • , SET ECCENTRIC CONE
F
SO COVER IS DIRECTLY
OPPOSITE THE DOWN-
1
STREAH SEWER
CONCRETE ASIT". C-15n-_..
PSI '
�12" OR 16"(tyP) •a
4000
12"
zz
_ 1''lntYl.CY!! //''/ { , l•[��• 7� •Cf�/► v1 f ^,,�s1
6"mm. .� ' l �[�(/ (�•[/''%11.K�1v \tV> \ + ;N
_ _ BROWN \ DENNIS A.
\SHELL
Trench �� 1
Width as {yam l�v,
r
PLAN
RIA :..>t_t 4coL�---
�\ JAMES E.
BERRYMAN /
730
•sue ,, , ..
Oirect-, of Setting to be approved prior to Installation�' ` ,�.'j '� _•
._ --`
JIL
VARIES AS REO'D z � I �" ----•--__ �__ � � ��,!- —_ k �
36r MAX.14,
!� Concre to Gad ..-- �u�
�`
2' min. - 6` max.
�' •. '' 1FCSA CONSTRUCTION NOTES 7 .., \ ---
BAPE
jj'' AROUND
VALVEBOX
F.O y .. - t�'`�'lfn`'3L _____�,,,___„_•.�_,.
/ AROUND VALV10 GAUGE
f 1, Water and sewer litres are to be constructed in accordance with these plans. "file lines,
10 COPPER WIFE
shall additionally meet all requirements of the Frederick County Sanitation Authority
?F' min. SCREW TYPE COPPER WERE 7 _ y 'f
// I \
ADJVSTAt3 ALF VA'.'LE BOX 2 The contractor shall coordinate with, and arrange for inspection by, the Aut:Yority. I q ���lu (ATd4A4.;
Hydrant Tee ! '
\ a ? FJCaCt locations of water and sewer services on new lines :.re to be coordinated witl6 t}tc °�---
Authority's
inspector. / - - `-' -
o t�to the Mai: , c• ''.< Ylrappa° The contractor shall tie-in a new line to an existing manhole by core drilling 1� 6 manhole. -- -__ -
• � ( �
--Form Board as Req'd \ 11 1 \
Note: Al. thread rod to be staf 0— � se A double check valve backtlow prevention asmbly isto be installed on any lute (fire or 726.9 %(
G� : steel or tar coaled \
_I rgnFit domestic) that goes into a building. nic assembly is to meet ASSE Standard No. 1015 or
N1G 1013. I; the acscmbly is mounted inside a building, a remote readout is required. I 1 G� \\
IJ--_- ------
- AIL -72
_ (� The Sanitation Authority mamtcnance department is responsible for the installation of o 1 �f. �i -' ---
° �iO1iar"'�111M n" ' IA DEL , �t Y D"T „'' water meters. i3eforc a pemiancnt meter is set, they require; 1) the frame and cover to
�45•- SDR 21 OELL d. SPIGOT be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to 1"''----
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
-- be between 18 and 21 inches; and 4) all components of the meter box assembly to be in \ i ° .... ,
proper working order. It Is the develop<r'slcontrsctor'sresponsibility to have the meter `-•.�,� I
-ADAPTOR CAP box asscmbiy In''lal}cd C(lrrccUy. - O _ -._ -•� k�2Gb G�0 I
SPIGOT SDR 35 TO BELL SDR 21
NOTE: WHERE LENGTH OF SERVICE LATERAL TO USER EXCEEDS--
50', AN APPROVED CLEANOUT ASS-Y SHALL BE _ — -"" -" /'may- ^��y }p\ . �r�\ '
45° WYE FURNISHED AT THE PROPERTY LUTE. -� I / p `" �. Tk - � -ry tYT"` _ ! , 7r ,
_ j 4J I I
- SDR 35 2"x4-TREATED
PAINTED
P/L w/TOP 6" 7
;EWER P PAINTED GREEN
18 c f
PLUG W/ Itf TRTED NIPPLE(� I rem 1
PlO*ER 3Ct rDlY ..,31I tX'.:.� ,Y•7U �E.I ILr�2 I`f l/'v ` i 1
MA.'¢'TIC APPLIED 36" MIN 6" iJ'" J �jq�,¢ r{��j/ T t7 _
BETde'EEN JOINT S COVER _ �`"� C. D. of F. L. Lip, ii ," �I.I �` O - --' 1
e' AND ON EXTERIOR DEPTH TO GRADE 16" - 20` t - _� �ZJCa 20 �.725 • q• � 1 . 501 A C E
JOINTS ARE TO BE SEALED !r <4 SIDS OF JOINT. STUB ADAMS I Jr
'' �- �/l E �•�� -� 1
WITH "0" RINO GASKET „' . / C'r �'l. 6i'
' VAR Il9LE
PG•i. TO MANH,t_ _ _ j Gl.• ; =.v--� •"`q'qI'_` �+ T, 11L �A/G� I
C NJECTION TO BE7 7 CLUED CAP I N p C-
BY IBLE SLEEVE SEWER - — I - , _, ,..�. �I°14P ��..._ -� 7�6 • ` (/` r LTG•._ L
INVERT CHANNEL TO PROVIDE A + _ f7�
SMOOTH TRANSITION IN TO OUT, ----j _ — - TEST TEE _ _ I r _ -7ZI, .��4' X I
r . 3'-O' MIN. SECTION
�• 1 � 724.9 I ,�
FOR ALL CONNECTIONS q -C' MAX k ' 4 VVA "E f^• r
Q"MAX\ ___-_-___ ^�.(•.\ - SDR 21 !AQ
GROUT BOTTOM OF MANHOLE a ;>`. .w '+ - tirr� 1
�• `•*TOP OF -BEND 1- 4 V L 1
TO FORM CHANNEL �'• I I -_ 'f" %
D/2 ,,:�:,."• ��;j'1�1 t WAI-L SAME ELEv. J ,
As TOP of PIPE
• a •a ° .y °".II. ADAPTOR $DR-35 ' f-- I �___5
TO SDR-21 ^4" PIPE AT 2,00%� nETER Box naaow'RE
S
".... (M i oarp �+[rE0. i 2 vpxY • -;i 9;. .'f'Et +fir COv[0. ../ �`• - ` / 8 I) e, rv_r, IV
6" BEDD UtG OF - H 2 CAREFULLY
INi) u N .V E�-1:..� � , ,�---..,��-�'x �� 1 t 4�r-sit
•60 STONE j ':,D . 1C,....rra: raRDCT � YY-' - l.-r f * ,� 1- IYX t,i/}L✓ E Ivl7
i ULLY COMPACTED "• -" � � 4l \ (f.-�� u<
s;ry SELECT BACKFILL— VARIABLE �aa- gTp� f'., nMx .neo cT:•,i..� _ �„vr' t. l\I - \� I ��)
I�. S;;P•, 'S:a .a n .. rr en,-:':V LD � ' rIL � xV-'_,•,,,,�-��.,,.,_„
NOTES: I . Manhole sections shall have an external caw ting of approved bitumastic water proofing prior to installation •: . . V
`CRD-;=p_7 �•� - W-l.-!'���� 'f 1 /%' /j•' _.
d'u tment rings must be used if adjustment elevation exceeds two inches. i(.tf(;{'.{:{'. ;'.• ( 'Sea _ M + ✓ 1,. (j ,...• Tp tjrj 12 •�" . %
2. Concrete adjustment g ) �— '�• � 1,
They shall have an exterior coaling of Dilumastic water proofing. 46,
PUBLIC SEWER i'}j--`r l fti{}• 'Due ro mr,cvttw •_
4" WYE �,..N Gan I ,.ga -- n m°vst v. •n-�:'arw
3. Non -Shrink grout with shims may be used for final s10 adjustment. I
< •I '.N NDNTAAMC ARCAS-:YY"NICIE KLYE'n ELENE PaSTIC /
4. Skid ad to be laced around manholes located should►rs or roads. REQUIRED —�- �tryV /
D P IN tMINC aREA]-RCINPoRC-419-RE'E-I tE'-NICC••rA1- �""'"'�-taaS i ,7Z'5-' `•�
5. Flat top casting Shall be used on shallow manhole (6 ft. or le,-) installations, BEDDING LOCATE WYE ON PUBLIC SEWER 's IN iA'Rrc -aus -:'a-< a-. aYll4tl aurE'nlin :-su. ctNrf4[D MF ,.•�
ROVIDE BEND TO ACCOMODATE Dvt& RET0 1Y1% D ]D:N YID[] ❑'D 8[ PIADED-st'wECe1 __ ,_._, _ / r�- j� ♦ - _ N
;IDS R[uIM1�'SCi'4lNCs,[TE 9Ds. -R[arto:•v,•rrtN ror �^ I/ 3: -..._ 'Yh'�. �� �s;` � r
`;1 AN'•ARO PRF-CAST MANIKtLE DETAIL `� I (J� i ..nrr�xu \ ^ I 1 ram_ ��•� / / X
(((""" ALIGNMENT OF RISER SECTION" l I 'd �• \ "'� I{ Ll'; ��} 726.4
E- SANITARY SEWER LATERAL DETAIL SET•101--,-' n! Lid �� t �•�-_ l i iG, t i/ '�'.
Te
l, n.cRax•an
„4Y eCCu AS °[D
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G/�}��',�Y�F•F^"• Il"Ifr { i�•�,re['-�I�'V II rort a.c71.X0NMn_t,, x. ASSCM,
aE llt-.10 MgR'e MTaLL.'gN. '\� •P \ :, ,/1 'O"•'� F^
\\ '�� I i.
ntrMETER9Rrnc raRT2 t � - +, 726.6f
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/„ti� _ '4ca Awo-.u, vrrN css-,.I S>• �'..•v ,ter ' 4 x tA,
75.5
- A sd `••�
i
`1 ?ARk�I►ka % fix. 2"a <�
3/•1- 3 1- WATER CONNECT SON OET�:L "
( I Wk
"I
i-ESA APPROVED
HYDR ANT
7. G rF M19-
°5 ,tone -
4••:..
14"
ve. etAf1i*-
VV_II` AT0t,
j THE PEOPLE TO PEOPLE
\ HEALTH FOUNDATION I ►� (ij
/ ((PROJECT HOPE)
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Y
1 311,1t 1 G� -7
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—
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728 Ff
728.0 Yb
v 4728.4 80' R/W_ AIRPORT � �Tt:.
28.3 _728 .
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Ulnv Out=722.55
J_ _-- _ R��� r✓NC. To Rom' T16> C.1� f`�Il ---� I1VAL" SITE Fl_ArN
�7 \� n �a 1 `i ;.Ar _ _ — — — — — 71 ads t r: — w AT�O Z6,1J
DRAWING NO.
r,
L. , r ;;.�•� Y,, G��w i Gam.. olG •`' / � CZ�I ��I� I NG ~8,85 05 -
GRAPHIC SCALE _ -- -- __- Gilbert W. Clifford and Associates, Inc. ' � T 2�' wI�>�� pug - - -----
-!'� t7r -{r t��� Vie. 2 �rih,lc.�-+EhTw 2Gi'f-
= ID15 '`
10• I �� � SHEET
Alr,6 -f�rtEG j -- E !_._. __- ._ _ _.-- -_._- _ __-_._ _M, __ __._ ___. Engineers Land Planners Surveyors
� ��� �� - __--�-___ _----__�:-_--=-J-- - �-=-��------NorthNew ����..�► �i� F� ---
() �� _ ----.--___- __. __ _ _ ._ _ _ ekd. 150-C ❑Role Greenwich Dr. 200 Cameron St.
IN FEET - no. date description by
1 inch == 20 ft. �✓� 1 --- -- - -- - -- -- - - _ - --- - -- _ - 1-- - 1'--. Virginia 22601
22(ar% Frederlcksbtarg Virginia 22401 Winchester, g
-70�a �,�'!,4 REVISIONS (703) 898-2115 (703) 667-2139 FREDERICK COUNTY VIRGINIA OF-1___
l
4
CGdhj
0 D 01kfill 9
8,
KA za4it-46o
(tick, g� r�N T, 1kt1_) I 1\ 1\ , JAMES E
24" STONE AGGREGATE- BERRYMAN
4 ROBERT F.
--f- 4 N DENNIS A.
13RO WN SHELL \_1
CONCRETE
Trench — — — — — — - —
6 CONCRETE (typical) Width as 730 t,R Required
STQNC AGGRAGAIE
AVCH CONCRETE CRADLE 0101
CONCRETE 04 1 X4, -f, L,
PLANS L
_LA9S A
CarefulliI, Compact.d Select A
,red
O.D. CSAAr1PRLV1D Direction of Selling A. be approved prior to 1,,stillati.n 15,-
Ciirefully Compacted 4* or.
Select B..kfiil
24"
VARIES AS REDD
7=
LA I A 4 OD. 1- 36- MAX.
Concrete Pad
------------
1'-6" sit 6"
6 2-min,
fi'IV, 11 - — — -_
S I ONE AGGR AO ATE CONCRIETIF ----- --
FCSA CONSTRUCTION NOTF�S
BAR[ WIRE WRAPPED
(aKRI_TE N C Af, F ff N T AROUND VALVE 13OX
Water and sc%%,cr lines are to be constructed in accordance with these plans. The lines/
COPPER Wlf6 thority
10 GAUGE INSULATED
P AVE TO 1-1 12 TIMES ORIGINAL TRICKNCSS -7. C-11 - T7Tr- Mfg, 36 shall additionally meet all requirements of the Frederick County Sanitation Au
�q P,
To BE St.rif bl-REWTYPE 1. 7 1 - !1 1-1
MADE AT TIME OF ADjUSTAbALE VAVLE BOX 1,
REPLACEMENT (typ) 00 6W?
All The contractor shall coordinate with, and arrange for inspection by, the Aut:iority, 3L CA-PRO64\,
11 ai,t Tee I ----- -----
Exact locations of water and sewer services on new lines .re to be coordinated witli the
O,D
Authority's inspector.
?(�24,9
SACKFILL MIAT'L AS
REQ;D BY V0CT PERMIT
(rul Depth (Crushed Stone 14' J C �I�
The contractor shall tie-in a new line to an existing manhole by core drilling t>d/Manhole.
typical), to the Mail'
• Form Boa fu u.
Note: AT] lhr Pad rad to be
6- steel tar c.4t.d A double check valve backflow prevention assembly is to be installedon any line (fire or 726.9 X
-it r
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or
TRENCH & UEDDING DCTA t,5 1013. U the assembly is mounted inside a building, a remote readout is required.
W&S- I
FIR9, !4Y_D_PA_N_T -ASISF1`1111 Y 011-All, OF The Sanitation Authority. maintenance department is responsible for the installation of
I'_6" _NT AREAS. water meters. Before a permanent meter is set, they require; 1) the frame and cover to 720
-TO? Of MANHOLE AT GRZADE IN PAYLMF 45* - SDR 21 ❑BELL & SPIGOT C ". 4 1
SQUARE SK* PAD 6-THICK UNLESS OTHERWISE OtRIECTED, TOP SHALL BE SET be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to 15,
18- MITI ABOVE GRADE !IN EASEMENT AREAS. the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
.1,11 UT MANHOLf be between 18 and 21 inches: and 4) all components of the meter box assembly to be in
_` '�"- ' _! _� \
COWER IN PLACE,
41 BOLTS (3/4"DIA.) proper working order. It Is the devei�,pe-,-Wcon"ctor's responsibility to have the meter
-ADAPTOR -CAP box assembly in -tailed correcUy. 72(, 0.
,/AWJUSTMCNT RINGS 0 A MAX.) SPIGOT SDR 35 TO BELL SDR 21 X
NOTE: WHERE LENGTH OF SERVICE LATERAL TO USER EXCEEDS
I I
50', AN APPROVED CLEANDLIT ASS-Y SHALL BE
'-45*WYE FURNISHED AT THE PROPERTY LIN' E. Tk -7&15 (rv-i.fi) �4
M A�� SETT ECCENTRIC CONE - -TREATED -Zvi i�tj -ru P_F ___ - _.. I Iv"\/V-- ITAT
:.NS03 COVER IS DIRECTLY SDR 35 2"X4 Q;
OPPOSITE THE DOWN, PLAN P It w/TOP 6" 724 5P (jTuk) Oa
STREAM SEWER -------
SEWER PAINTED GREEN Is
:F
OR 16"(typ
00 PSI
PLUG W/ INITIRTED NIPPLE r
PIWTR 301
'7'
CONCRETE ASIA: C- 150 .- - - . I .. ". - r — --- %IIII� L —4 • 717'R
40 112 v7zWOMII��z 1 _11
-Alt MAO IC APPLIED 36- T 4
BEIVEEN JOINTS COVER C. D. & F. L. At '5'� ACR'Ea ANT, ON EXTERIOR I DEPTH TO GRADE
JOINTS ARE TO BE S• 1111" - 20"
S104 OF JOINT
STUB 4(,
WITH "O"'RING. GASKET SEALED ADAMS
VAR10,13LE 9 rd
,Illy l:ompacl:•d
THE PEOPLE TO PEOPLE
HEALTH FOUNDA77ON
[-4 1 t,4
(PROJECT HOPE)
it
T ION TO BE
T A ANH,-L - 11
GLUED CAP
UY0 i�$A L,
"CE.1;:BLE SLEEVE T/I
SEWER
INVERT CHANNEL TO PROVIDE A TEST TEE
SMOOTH TRANSIT ION IN TO OUT, -7Z7 mo
3'_0 MITI 724.-g-
FOR ALL CONNECTIONS SECTION
4 0 MAX
SDR 21
GROUT BOTTOM OF MANHOLE �4 ., , t., �., '�� .4. - 11 - I ; - .
�., A% I
,Al "", _
TO FORM CHA14NEL . . . . . . . L A- 6*0:5ff6P
WALL SAME [LEY,
V - f
AS TOP Or PIPE
-35 zzp
4 ADAPTOR SD 4' PIPE AT 2.00R( METER BOX "AWD-A91
TO SDR-2
'a . 7�71 __ -
(MIN TV
6" BEDDING OF a; . . . . i, � �l t�
A C,
•12" CAREFULLY COMPACTED t 68 STONE •SELECT BACKFILL VARIABLE logo CT20 I
so-
F401ES: I. Manhole Sections shall have an external coating Rf approved brtumas tic ester pruofing prior to inst all, A—
n In Th
ey
shall
Ih&yq 14 V'l
2- Concrete et, djQst tnt rings must be used if adjiistemint .1*�iitwn two inches. FORD e," x PCrl
an exterior coating of bitumastic water, proofing.
PUBLIC
4. Skid pad to placed around manholes located Inshou rsafr,j,4s. CA:W:!Y "MICK POlY(-*tLE.1E LIST IC
T A
a SEWER WYE
3. Non -Shrink grout with shims may be used for final Ili adjustment. I t EAS
REQUIRED N TRAFFIC REINFOKO CONCRITTE vIT. 3' 'HICC.AILLS
S. Flat top sating shall be used on shallow manhole (6 ft. or le;-) installations, BEDDING .2 �M TRAFFIC .ACAS _ . LA,ETMZ-'DI*,C!NTER1O 3C --- ----- LOCATE WYE ON PUBLIC SEVER & 'AS " I " _
ROVIDE BEND TO ACCOVIODATE CPCN4OLID & tI1I==ArTt -Lix.
ARD I`Rr-W�T MANIMMIF DETAIL LIONMENT OF RISER SECTION TRa.T9O Imi 7oli 726.4 (�14r2 •7 % X 12-1
SANITARY SEWER LATER
AL. DETAft, ;X
ItT.
-4
.1ou"M
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1 inch 20 ft.WINE Fredericksburg, Virginia 22401 Winchester, Virginia 22601
-761,- 679,- i? REVISIONS (703) 898-2115 (703) 667-2139 FREDERICK COUNTY, VIRGINIA, OF-