HomeMy WebLinkAboutSUB200300299 Plan - Approved Final Plat 1989-08-294 1
C,0UNI r OF ALE
DEPARTML21T OF ENGINEERING
%FGELNERAL CONSTRUUTION NUEES FOR SITE PLANS
Revised: b 1_13 41989
OREST LAKES SUBDIVISION
ViSed: Fe r r'y 1 ,
.p
L!DL-reviation V.D.O.T. made hereafter refers to the
_:3 nia Department of Transportation. The term County
3
to the County of Albemarle, Virginia.
to commencement of any construction wLthin any ex.�stln�j
7
Yri I- right-of-way, -including connect-lon to any ex_ist_;n4
to rcac!, a permit for said construction, shall be obtainc�l from
F 7
SITE P" I D. 0. T.
k*1
----
P
jj
60
A*,
FL OF CURB OF WORK
1.3 LIMIT
r
I All paving and drainage related materials and construction
7
meti-,od's shall conform to current specifications and standards
of V.D.O.T. unless ol�hcfwise noted.
4. Erosion and silta'i0n control measUrer, shall be provided in
accordance with tle approved erosion control plan and shall
bc, installed prio. to any clearing, grading or ocher
construction.
All slopes and disturbed areas are to he fertilized, seeded
and mulched. !axim= allowable fill or our- slope is 2:1.
where Ecasona�,ly obtainable lesser slopes of 4:1 or better
are to 'Lc ac`iteved.
6
All dtainagc filets shall have a 2 -inch local decression.
7. Paved or rip-ra,, linec'. ditch may be requited in the
ocpi_,iLon of the or Engineering, or his designee,
it
is d,umec, necc-'sa y in order to stabilize a drainage
Channel .
/e
e a
e c cc'
All r�-af- cont -1 _,;qns shall wi�h the Vir,,inia
I 1-r Un,
fol Unif r m� TILffic Control Devices, latest edition.
12 1 _e I'll,
Unless other'
c r, e noted t.Il concrete pipe shall he reinforced
'concrete Pi e Class Ii—
'o
10. All eyca,, tioll for undergr.),_,nd pipe insz�alia-_ion must comply
Standards .1cr the Construction (29 CER
,�i� 0511 d. . 'o s 5--,
Part 1926)
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ER
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T AP OR 6500
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C5 COR C. S 07
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34.12 S R �5.00'
FOREST LAKIII"ASSOC. v
40 00'SE 65.00
GA X:,
837.50
0 I V,AR65.p0 0 / OQ
STOP
65.()0,
r Ig 188.00'
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30
NOTE'. M
Cp COR
AD
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()R L OR
Ou'yu(j
I SHORN N PLAN
V� , \,o 0
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"DO NOT ENTER" 4
R8 0'
SIGN—,
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S 48'b6'14" W 135.52' CUBO -TE 1 e � \ U � � � � - , 1\A �,
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NOTE'
I) CURBS AT SIDED/ALK BY SITE C(ONTRACTOR,
SEE BUILDING PLANS FOR LAYO)UT.
2) ALL REFERENCES TO FOREST LMKE ASSOC.
INDICATES WORK N.I.C.
3) GUARD POSTS AND CONC. PADS BY GENERAL
CONTRACTOR,
U! -N tx /n n, LEGEND
4-1b 815.00 .0 R8.00'
_0 CYa
FUTURE ROAD BY OTHERS TYPE "A" CURB\ n
TYPE A" CULRB\GUTTER
------ r T. 6 PER V.D.O.T. 40'R
CG -6 ONLY TOTAL BUILDING AREA 45 878 S.F.
2:39. J5' -
1CES
N 48'56'14" E S71Z 'S6 "'l 1 205.00' 1 S 4J'56'14" W 176.2'3' TOTAL PARKING 2�) 53 SPA
EXACT LOCATION OF (REQUIRED 253 SPACES)
FUTURE DRIVES TO
PO BE DETERMINED BY
R35.00' LANDLORD (TYP)
PARKING RATIO 5.5\1000 S.F
(REQUIRED 5.5\1000 S.F.)
30 CROSS EASEMENT FOR
TIGER "FUEL CO.
LO
TAX MAP 32 INGRESS / EGRESS J /
PART OF PARCELS 36 AND 42 0)
II FOREST LAKE F0. EST LAK
RIVANNA MAGISTERIAL DISTRICT
-15.0' ASSOC. ASSOC. C-4
COORDINATE LOCATION OF IIOUT PARCEL 3OUT PARCEL 2 ALBEMARLE COUNTY, VIRGINIA
TURNOUTS W1 TIGER FUEL
0.898 ACRES TAX MAP: PARTS OF T. I. 32 PARCEL 42
1.134 ACRES
T.M, 32 PARCEL 36F
0
IIIT.M. 32 PARCEL 36
40' BUFFER ONE
P NOTE: Outlots are not approved for
users involving drive—in windows z I T.M. 46 PARCEL 29D
upon approval of this plan R 35.00' o
L = 52.64' ADJOINING PARCELS VACANT
703/81/ 63.99' 6*17) SOURCE OF TITLE: D.B. 955 P. 434
1,30-0.5' i - /
98,43' '1 5'o-/" E N 48' ' "
5425 E
N 45 ZONING PD C, Z 9 88-16 WITH PROFFERS
LIMIT OF 20' N x•6'56'1 4" E S 45-1507" W
WORK BENCHMARK: USGS DISC. Y-155 LOCATED
12' TURN LANE BY FOREST LAKES ASSOC. N.I.C. 0.2 MILE N.W. OF U.S. RT. 29 ON RT. 649
-
-----------------------------------------------------------------------------------
ELEVATION 587.866 M.S.L.
---U-.S. HIGHY-AY 29
TOPO FROM AERIAL MAPPING BY J.H. BELL,
INC., 1986
-FIEAVY DUTY PAVING (SEE SPECS.) BOUNDRY SURVEY BY ROUDABUSH, GALE
E= -CONCRETE (SEE SPECS.) ASSOCIATES
-GUARD POST (SEE SHT. C-65) I
I -N ASSOCIATION WITH ROUDABUSH GALE 8)ASSOCjNC.
-PAINTED TRAFFIC ARROW (SEE SHT C-6) FOR WATER) SA'NIITARY a S OF?AA SP1A/F-7W 01 A 0
P z A\\v U N
APPROVALS
DEPT. OF PLANNING CO. FIRE OFFICIAL
COMMUNITY DEVELOPMENT
DEPT. OF ENGINEERING VIRGINIA DEPT, OF
HIGHWAYS
ALBEMARLE COUNTY VIRGINIA DEPT. OF
SERVICE AUTHORITY HEALTH
DEPT. OF ZONING
010
AREA COVERAGE
BU'ILDINGS & CANOPY 49,749 S.F. (20.77%)
III
PAYED AREAS 145,307 S.F. (60.65%)
OPEN AREAS 44,524 S.F. (18.58%)
TOTAL AREA 239,580 S.F. (5.50 AC.)
LAKE S
P I NG C"N E R
DEVELOPED BY
McKIENZIE PROPERTIES Inc.
OWNER OF RECORD
FOREST LAKES ASSOC.
500 FAULCONER DRIVE
54-17-3 (b) 78
CHARLOTTE'S'VILLE, VIRGINIA 0",
T49
PH. (804) 079
W
-1 'J
i J ij,
AUr3
...........
AREA COVERAGE
BU'ILDINGS & CANOPY 49,749 S.F. (20.77%)
PAYED AREAS 145,307 S.F. (60.65%)
OPEN AREAS 44,524 S.F. (18.58%)
TOTAL AREA 239,580 S.F. (5.50 AC.)
LAKE S
P I NG C"N E R
DEVELOPED BY
McKIENZIE PROPERTIES Inc.
OWNER OF RECORD
FOREST LAKES ASSOC.
500 FAULCONER DRIVE
54-17-3 (b) 78
CHARLOTTE'S'VILLE, VIRGINIA 0",
T49
PH. (804) 079
W
-1 'J
i J ij,
AUr3
...........
ase
!
CD"7Y OF f1 {LE
GENERAL NOTES DEFA- M -114T OF E2qGzrrEFp�rNG
I, FINISHED CONTOURS SHOWN ARE TO TOP OF GD+ERAL CONSTRUCTION jjOrt'ES FOR SITE pLAIiS
Revised: February 14, 1989
ASPHALT IN PAVED AREAS, TOP OF SLAB IN
BUILDING AREAS, AND TOP OF TOPSOIL IN The abbreviation V.D.o.T. made nereafter refers to the
GRASSED AREAS. Virginia Depart:-ment of Transportation. The term County
f
' reers to the County of Albemarle, Virginia.
°'
2. AREAS TO RECEIVE GRASS ARE TO RECEIVE 6 -
TOPSOIL, FERTILIZER, AND BE SEEDED, --O to ccrmencement of any colnstructicn within any existing - - - _ - - - -
:,
cubi_ richt-cr- ay, including tconnection to any existing - - piJ•
3. ALL WORK WITHIN THE RIGHT-OF-WAY TO rcac, a permit for said construction shall be obtained from ! f \ $ �1d}' - \
CONFORM TO (LOCAL STATE STANDARDS AND V.D.O.T.
ry
_-__- - - - - x.83
SPECIFICATIONS. CONTACT REPRESENTATIVE 3. All paving and drainage
related materials and construction
p'O GR' 597.84
\ \ 1
methods shall conform to current specifications and standards � _��•728
BEFORE STARTING CONSTRUCTION. _ _ - --
of V.D.O.T. unless otherwise noted.
4. DIMENSIONS ON BUILDING ARE FOR GRADING _ , - � -� �`� — C7
PURPOSES ONLY AND NOT TO BE USED TO LAY Erosion and siltztion control measures shall be provided in
()IIT FOOTINGS
accordance with the approved ertision control plan and shall _
NSS
/ I /
tft
5. CONTRACTOR Hbe lnstailed prior to any clearing, grading or other
nstruction.
ALL NOTIFY AND COOPERATE coa� C.aa \V
WITH ALL UTILITY COMPANIES OR FIRMS _ J
S. All slopes and disturbed areas are to be fertilized, seeded /• .: ,:: ,,,, ,•
HAVING FACILITIES ON OR ADJACENT TO THE and mulched. Maximum allow2:1
able _111 or Cut sCF r::::'.:
S i slope 15 4J i � .... ... ... .::. ..... ._ ,:r -5,.<r s'.w-
Where -
' RING e_ e r e z s o n z b l y obtainable a 1 n �- -:.., .. ...::;:.:.....::: .:.. ..... SITE BEFOREii DISTRIBUTING, ALTERING, - at�le lesser slopes of 4.1 or better
are to be achieved.
) ;• .... '»-~....: :. .....:.:..:::':':::::`` :;;.':::::::..:": '7rj- _
REMOVING OR RELOCATING SAID FACILITIES.
-
S IN A1- drainage s ..::...:.
CONTRACTOR SHALL PAY ALL COST g inlet shall have ss 2 -inch local de f _ -
Pression. ,tr<' �..-,.... ..>� r,�,
/512
...........::::.;:....:.:;.<:::......:,;':..:.'....�:::;,:.,,;,:..... _ _ "�wm•.. �.
CONNECTION Wi TH ALTERING OR RELOCATING _
C y v _ . I
r. Pa ea or a � y
P - lton may be required .�ne.t in the _ '--
o ir.io lug !
p n o_ t..c DJ o --
T II'ZES. f En intee
OF U IL 9 r1n or his .,_.. >:...:-y.';"::':':^:::.' � '�•� - � �.
9, designee, i .. /.. s2 _ •,, � ;r
rr 1t _., c.ccm order
ea necessa. ......:... ,. _ .. ..:. ✓... x �.%„K, ,t //
} to stabI ,.: _ y� r'�'. .
.............h. .. .. :........ -
CORRUGATE STORM DRAIN /E _ _.................. _ _......:.,.�:,:.:::.::....
6. C cna^net ,\ ,- , .. :...:: .:.:...' .: ... \.: ,x�'t'F �a
�..
AND BE Z6 GAUGE PIPE. � e _
2 CORRUGATIONS IONS ��'
,
5
f
ALL CORRUGATED STEEL PIF TO BE
n All traffic __ cont_ol —s1 nssna_1 conform with the v_r
rola
Mahlt_ for U5,1z.rm m_of_�c Cont.01
-ate _ / � ...1 ..... ...... .....3.<.^. ..,.......,....... ... .... . .........,................................... .�. ........ .. .. ,.. ,,.Y ..�--�,� V. , ..._................. �.+r
.... Ci. ._. _. ...........::....�...�.....:. ...
... ::...�....::,..:.....:..:....�..:.�..:...::_::. :::...,.:,..r::./:..:._:.:...::..'...:..:...:.:.....:..::...:.::....;:...:.....::...::...:..:;.,.::..-....::_..:....::.:...:....._::..:.::..:...:. .:: ::._:�:;:. ;:�;;.:.,•;.:,:<...i®e/ices latestedition.BITUMINOUS COATED.
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7. AL
CATCH
BASTN URATES AND CURB INLETS Q. Unless otherwise r se note. all Concrete ete pipe shall be reinforced
-� / -. ..k,,- ,. ::....... ..�..,-...,.. .... .. .: :. .... .. .:>.:...... :..: =4... `.".'.��..:...
.............5...: .. -w. ;� � ,.... „u••�,�,'$�,.:... ;_„�, .. „motw,��,f .�.� ���,,� ��^',�,+, t ,....:. .. ..:.:">*` .�!�''�.;......./.. :......... ::.:.. . /...'.:.;.;:.....:t..:.;.."..:..�.:`.,..-..+.•.. ... .. .. �,-...�..�.. ,t _....A..�.>:.-�, t.=�: k,_.x'. :rf,,,l,:, .><' ... ,, 3,:..N 0
» � 1
I
concrete pipee C_
asr
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r
' AN FOUNDRY COMPANY BE BYNEEH
'
/
APPROVED EQUAL OF SAME CAPACITY® 10. Al_ excavation _or under round P e lnstall3 tion must FomplY e
..��
with OorA Standard w,s .� ... :�.ti.. .., . ;v r.�,':'r, --. �, . 5�:•,,��,'.M,".r„F, , „.:�• �-��� z x,> .,,... .� ,�.y�er.$+, ..�...�,��, � a.- ..� _,.. .. . ,�•.�_ rE�`ti _ ., ../. . �� c{�-,�,,.<--..�._ �, ,.„'�. `�..-�l�i.r...l..,. .�, �.r.,. �- ;• 4,# ..w;..r��, .::.. ..`.*: .. '<'..;....:....:.. ::..... ;�`� � �r, -�.,•_t ,:� . > .e c .,.�t.,��a ,-,..ua.,.r
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.or the
Construction Industry l I r
8.A QUALIFIED SOILS LABORATORY SHALL E ?art 1326). (29 CFt \ � �r. >? .€,�.„.., u�.# , .,.,';Ed,�•=i�"r„ ..__ . .1,. . .. ,_.�. � -r _� _.� .:• . � .�'i : `.'� , . , n �...... t< , �' .. .� .. ,, .. , ' , r. • � � _ 4 .., -
_
] .• \ \ /
/
t
ON—SITE DUR NG EXCAVATION TO DETERMINE
s � 3
/ / •_ .... ''�?.. dr. ,..:€ ;1: .�i�,:.9= •,'' ,. ..� :...,h -,1 ... �”: c'� `;S'i`r a �i , / f - , .
= Y F THE EXISTINGMATERIAL1 -
THE SUITABILITY ..-. .. -, ..�f ..�_ ,��� - .• 'f.:'::::°: ,r:. � �- „� /' -�
/
+
—:. �. .. ."^+r :.: Ra'e- �,,i�.��''�^.,. ".{�`Fl. • Via. r... ^ , . ' �' 'z�3' :: : 't'.e. / t / ' / \
. `.
PRIOR TO BEGINNING ANY FILLINGS rf
: .'�:: � . t fid.^: :^�' t / /�y'�J-�✓/'
.-u-+ r;� .. � T.✓` '$. ad. \• 5 K\�
'
OPERATION.
_
.� :.. �.m• �^t�. hex':... ��,�>i4•�t ,k,,. ;r .,n �xi r .,. / / / / / r / -
... .... i �� ' ;::s '+; �.i-:rs tr. .y ,...-,-�•:� 'h3 �Y���» / / 1
mss. ��``" 03� a Y 3 t ,..'�.`i•.:d E" �', 4ts.' u�V ./ �� / � /
RT
TWEEN R NG AND PROP ':::: ' ':. ':.":. '' : .: �, a_.., q' �
9. ALL AREAS BE PARK `�_a�� �>r • . � • . � °-•. � u -<. � v. /
','`' '�'�, lr. _; ¢.� :`:. - #3.>.- k 'r'i £r» 3<,., R a*... ".' r /•
-- -- --:t 2'4- „`, - L A, ,ss:.,. ".'. �+�- .-u.. !„".. ;. a.„ c',. ��'•:� :rN6+,, , / \,� /'
INE TO BE GRASSED OR LANDSCAPED. i ..- _ __ _ '
5 :fie as1 .,i wi; ,.. • ri$ ?f'.. _ f z3 a'>< _ `v.�t r,�:'.-•'''�'riv'`^• _ : e ar 14'r%'>4;' '�',' / / / ' / / / / ' / / i /
/ I I I I ' 3� � w #'��&�9`,:��r�-sx`_x�'"," ��y�' a .r "` .� >� y`�'� a'•a�'} �+3r / / 1 / - \ �
V'V. �-s � �'��sr;�. � '�'�:�-• � ��� � �� E,a ��� ' i i / / /, / / / � / / ' \ / /
�_ -- i , '\ 1 1 �Sl�+.(�' ,�^"t � ' r,.. yr .�� � fi / .•f / ,/ / / /
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1� \\ // - 1 ' / / ' / - / / / /
� I O p
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'✓ 11 \t I , I II , 1 i I (/y,Wj?1 , I I I / !'' _ .• ,'
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�3 _ _ — - -- - -- _ `\ \\ 11'10 1M \G� ' I ', � i I I 1 I I I 1 I i .. . - '��:�: •'• �'��� ��� R � !6 , / �'' ,
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5.3(, - _ -
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� \11\ t I I I i III 66 67 ! I i J / � �'•,„-x'•1P/ ' ,/ I 1 -••'�� - r� � / ,,,,: -....na.,:„•.,.
`• , t \ ( r I I , I • r r,a t 1: ` - - _ -Cy'-(r4a- - 4�, a,;,,/r...,.
` 1 I ; \ 1 I i I f I . I .• r •. I•j$.��:�:.: / / '� .��`�� l I p I /// / ...•”'"'':..,r.- '.:::.a>,>a,,,'W` a'.,,e.,� ";,. w
$ 4�, 3 ; I / _ _5,20
A. CONTOURS SHOWN ARE FOR INFORMATION ONLY
\ 1 1 Qta \ I h /
I B. SITE TC? BE BROUGHT TO ROUGH GRADE BY FOREST
J '
'87 1 \ P� FtO �a + ' �''\ ' / / f/L ;+t"V s �' / / s LAKE ASSOCIATES
\ . S I y� L1" \ I / , / / , a \ / { — C, ROUGH GRADE SHALL CONSIST OF
' °,�”" , I \ t, ~C• S �"! A�� ORI ` �� \ I 1 , I �''0 )'�,r \ � I r � / / i / � � ��/� �� , _ — — — — —
p "' 1, BUILDINGS - 8 BELOW FINISH GRADE
Tti i j/ \\- 6.0
OF,\ t 1 1 It I � � \` / !/ / / / // �f i/r t ` Y % /' . / 01
- n
` 1 t I /i / / / / , �/ / 2. TRAFFIC DUTY - 8 BELOW FINISH GRADE
1N► °t \ 1 1 ATS' a' f� / '/ , . 3: TRUCK DUTY - 11 1/2 BELOW FINISH GRADE
022
��-'s .2 / , D. SITE CONTRACTOR TO VERIFY GRADES
tit I I tea» ' / // i//,/ !r / / , PRIOR TO ACCEPTANCE OF SITE.
I�y� GIRD /' / ! /'
1 \ 1 1 I I I I 41 / i I P
1 � `•\ 1\ \ Il \ 11 II I ', I 1 ( /I tl I I �+'U,��tJ'��j . / / / , /I !/ / ! / /
\ \\ '•' 1 tl \` � 1 t I I I 1 I � l rl / lI I 1 / / ,� I I l / / / l
._I i t r Rpi g r i
l�11t:, / /' / 1/ I�!! r ,I /l N O TE:
N =51 / / i / /
,
� / / I / D E T E N T I S N AREA TO E31=' OFF SITE BY
FOREST LAKES ASSOCIATES.SEE PLANS
�M � '��1(\l� BYROUDABUSN,GALE a ASSOC.,INC.
`� \ \ 1 � 1� ! / / � ate•..._..-•
I
I ' ' �I ; V,D10.% L7I- 7 �G�F
C�/!�`�
41
1 _
J0 LE6END
1 \t \ \so
\ \ 1 \ \ CJI \ t \ \ 2 1 \ 11 I l
l EXISTING CONTOUR--�t0----F
BORROW AREA r-
21
SEE PLANS BY R�OUDABUSH GRADING 8Y FOREST LAKE ASSOCIATES
\ \ 6 r i / t ,/ i l ,r l ' J GALE 6 ASSOC�HEI. 1f,VC. PROPOSED GRADES'OWNED 21 -
\ t r l I f STOR SEWER BY F.L. ASSOC.
GRADING & DRA�4AG A (ON�iAOLL.ED (I Ir " PROPOSED STORM SEWED
\ \ 1 ' //, >� I I 1 IIISEEDED
� �:��E�i' LASE \� . / , � , I I I
AREAS
24 HEAVY DUTY PAVED ,AREAS
PIPE FROM (1) TO (2)
=TO(P(1i - L I r,0
F SiPUiURE I NVyIH PIPE RCIAPht. SLOPE VI{jUT I(2) (FI) N1\CLAS� \ h \ \ tl I / 1 lJ 25
520.5 Al I 75 18 510.5 I 5i.5 \ iiI \\ J 1 / / / t ' `
z �\ \ I , \ W unu r.itine Ii�n r,- �1,d.,:, I. r. a f t N ty
.I • 1 h- „ '1 c -� n c , n -#, -i F i n r-� -, i �-� i -I i i n I i,
/ / r / �; t r e � P .int, ,t;.a. �� ro', -
ter c .f I dl_ I
\ i r the Cal/t1 y f hlbrlY ail_ �_ tit -it 1ir't'('
DeF"artrrtent of lraisportafion f\'CiCI appro„al of the Flan pF,r,".,DI
..
of the plan t•,. the Cot.lrit\/ ,J( -.,e, nci+ IIS t-,)nI' vvtav rFIYie r1-, -I+;
rtsponslblllty Of obtOlt-drg VCj\_,T prl,_'r t j la, utJr,• r t
\ \ 1 / buildin errrlitt: an Or .certificates of c, cu an c'
53V x
Z 17 655
8'-17- (b) 7 �
1 17-11
LATVDt = 50
O'
A3 Iy� _/ li
510.0
A2 65'
18
2.50
512,5
510.5 \II1
A2 DI -1
516.0
A5 170 I
18 4,00
SY
I ISI
1 I
I f
f I
I
A6/8 IDI -38, L a 8'
506-0
A6/A 30 15
I 3.30
503.75
502.75
A6/A 101-3B, L = 8°
508.0 A6
30 15 8.83
I 502.65
s,p III
i'��
I
I 1 I I
I
81 �1 3AA
513.0
:E4::D
60
8,0
508.4
503,6 III
ter c .f I dl_ I
\ i r the Cal/t1 y f hlbrlY ail_ �_ tit -it 1ir't'('
DeF"artrrtent of lraisportafion f\'CiCI appro„al of the Flan pF,r,".,DI
..
of the plan t•,. the Cot.lrit\/ ,J( -.,e, nci+ IIS t-,)nI' vvtav rFIYie r1-, -I+;
rtsponslblllty Of obtOlt-drg VCj\_,T prl,_'r t j la, utJr,• r t
\ \ 1 / buildin errrlitt: an Or .certificates of c, cu an c'
53V x
Z 17 655
8'-17- (b) 7 �
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LATVDt = 50
BENCHMARK U. S. G. S. DISC Y -155(0-2 MI, N10RTHWEST OF U.S. ROUTE 29
ON STATE ROUTE /649 ELEV. 5$7.866) ON SITE B.M. TO BE SET AT TIME
1 ^e, /
OF CONSTRUCTIOF7.
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BENCHMARK U. S. G. S. DISC Y -155(0-2 MI, N10RTHWEST OF U.S. ROUTE 29
ON STATE ROUTE /649 ELEV. 5$7.866) ON SITE B.M. TO BE SET AT TIME
1 ^e, /
OF CONSTRUCTIOF7.
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GRADING BY FOREST LAKE ASSOCIATES `" 51
PRO IOSED GRADES 21
STORM SEWER BY F. L. ASSOC.
PROPOSED, STORM SEWER
S
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rehruary 14, 1989 i
r, 1 '
VICINITY MAP
n.f.s. -• - -_._ at,^., made nereafter refers to the
cf
re county
of A1Le na 1 , V nia term 4n 1 _
643 .._ e :ce-7,er1 1, of any cn5trLct'__• th'..
SIR a _ s -
FORT _.. _ _ Conr.nct__• an, _-,_.,t-ngY _ ►;�
4 said constr> _io ;hal_ltb'e ._^ta- from { i �
s -
50 -l
l '
SITE-------�.� -� 6 _. - ---- grelated materials and r_anstr.!ccicn _ _ _-_____.—__.._. __
sna'_l con'forn to Current specifications and standards _ ._ - 84 -- ..... _.._. ...:,
fternoCS �
o* 'l.D.o. ^. u,:less otncr ise notes_ - JS 3S
} t cn control' measures . >5fl
r
-
_ U7
_._
507
,
y n r o s s a l � � �a�
_� h _
_ d - -
'd e v tzo
r r any lea#=• y, a g a er ai o --
arc � er
1 c/zc_
10,3.-r6
_tel t
_. ,.._ ..,_r, •, n:� c_stvrif�d meas are to be ferti'__.ed +
"".1C�.C•` ,aa.:^l:.^t ?ai U1•.'a..D le fill 0; Cu[ Slope 1. �U -
n':•°'e •,° r r,er v-__azn�le lesser i s of d b, :' _ ----
^. ---•
r '
etter
aleY
!�
_c_ecs s']ai' have a -i.._.. aldepression.-- •��. - -" _ - - - _ _.. -- _ _ '"�,`,,-�_1� ,-�_
Z ...-�•, local
c ace'; .,� _.
^ ._. _ rap 1_ne�? d'_tch may be re,�uired whet, .n the
E^ginecri or s t a
_ _ :ee
_' _ •_.'E..t .sac} a-.-,rdr'r to st�,rl.>.e a t a o -
�0 .(.i-5.—
_. OC
__ _<:_.,t_shall eonfor:� with the V' rainia �^, \NOIR s� -. � tet. r -
_-' .._C Control ..e`. ce5 latest'E:Gi ti O;]. V .• , v5.0y� A•`'". i"" \_ I
sonata O ...t p� �a _
to pi --e shall be reinrorced !1 wr ' ( t? \mx '
��+ > J�, eJ
_L.. E. >e Crass
Allr u.. cr'rolnd pipe .al7ation m st comply }a,.
r � iY9
_risu� �_ � I � a CF -A ;,'i\' `� �' y'ci- �[ � ..•,,,•,,:." �"', ' ti.,� ' — r ^••`.",•.,, �U' �• ..•• as �S>
Cee -1
515
'5I5
l
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j - E••7 / ` 4�'`� / .�\ �rryi,.,•y� aG �i- f�l.•V — "'. 'I I ' _VI�i
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- - -- fl,� 10 t,, L^�' Y vw �"(�,� T'°,` I I I `' -•� " ' , q'„ \ / ; J , / ' , / i j l 6 .
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1; // ' ,;,''i ( '�. +�• ' / i �,+ / � /
,
. - \" � ,' � i' I } I , I '� rj I + I 6F�IE t ` ! ., r' �a� . ��• '•';"• .. --�- "-••-- ��% ,. � - / i ' � / i /, 1 i ,` % ,l �, � / , � J /
, } , t 1 L IrJZ ,..J -r •,�:v 'A� o""''••.' '' f , � 1 `'-•—_.��0
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Jh5 mil,
C10.
' y � 7' SyW�Eps�11-.-- 0� GiA�y / /' ' 51
20 SP• 8 i V 17.0 1 -
77_
i SITE UTILITY GENERAL MOTES
' �� 1N I r '� /' . ,' f = J �. END OF SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED
\\ C0 , �X \ �R `A 3. r 'l OXIDE OF BUILDING WALLSPENDING THE CON
r to M, - _ - CONNECTION OF NEW
t U�� Q p'�CtN ! 1 t •O. 1~1 OPAL / /,' / / _ - / PILING.
2 / i / / 5' ` - 2A�. -UTILITY C
jt t ` 4 A~ r / /-- - , - _ - A R SHALL PROVIDE ALL MATERIALS AND
j I C P:: ! ; '/ / / / ' ' // !� - .� I APPURTENANCES NECESSARY FOR THE C014P E INSTALLATION OF
' ,�, �-•--._.:.Tib. .
10. / / ` ` { UTILITIES
3.� ALL WORK SHALL -COMPLY WITH ALL APPLICABLE CODES, REGULATIONS,
AICD/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, AND ALL
A! /' ! /! GOVERNING AUTHORITIES.
4. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY
AVn ITY FOR CONNECTION TO THE EXISTING MAINS AND STATE
REGULATING AGCY.
/" \ 5. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" ABOVE TCP OF
Z PIPES.
b. THRUST BLOCKS SHALL BEPRflV
IDED AT ALL TEES, ELBOWS, AND BENDSSr�.
r„ c, t A
OF SUFFICIENT SIZE TO LY WITH MINIMUM STANDARDS OF N.F.P,A.
\ •0 � sB S / , II S / / 24 FOR EXISTING SOIL CONDITIONS.
r 8 'NV 1 .5 / /' 7 ' ALL GATE VALVES TO BE PROgIDED WITH CA
/ t �',� / / I ST IRON BOXES AND BE SAME
SIZE AS LINE UNLESS NOTED OTHERWISE.
- - -- ' t r ' 8. CONSTRUCT UTILITY SERVICE LINES WITHIN 5' OF BUILDING, UNLESS
N OTHERWISE.
RRM+ SAN ITA ' NOTED
25
9° SHOULD LATENT SOIL CONDITIONS NECESSITATE SPECIAL SUPPORTS FOR
PIPING AND/OR;APPURTENANCES, INCLUDING THE REMOVAL OF UNSUITABLE
— - - --- -- I MATERIAL AND BACKI~ILLIitG WITH GRAVEL .L OR OTHER MATERIAL, PERFORM
ANY SUCH WORK AS DI�ECTED BY THE ARCHITECT/ENGINEER.
D I - 7 GR.,
INV. z ]_6• - - 1 J I LEGEND'
50
1� t+,lATi P, TO T IrR FU L SI T l� PL \ ''p� y� =? " ' / EXISTING CONTOUR -- - - -SIO---
5� } SEE PLANS BY r('_)UDAHUSH BORROW AR,E,A
GRADING BY FOREST LAKE ASSOCIATES 521
GALE, r PROPOSED GRADES 21
CJ\,A IN E Q l 7 Assoc_, IN
/ STORM SEWER BY F.L.:,ASSOC.
GRADIN DRA A THIS t ON'Tk 3LLE�1 I` r � r (_ - PROPOSED STORM SEW 'R
ALBEMARLE COUNTY SERVICE AUTHORITY �� . �• �\ � F )REST LAXE ASOC. I' I ! ' SAN. SEW. BY F.L. ASSOC.
PROPOSED SAN. SEW. �• •�••.
ENGINEERING•DiPAR'I'MiNT � � ` i t r '�:� �s `+ � , '.�-_; •
CLEAN OUT
- WATER AND SEWER
GE E L N ESQ
g (1) Mork shall be subject to inspection by Albemarle County
Service Authority inspectors. The contractor will be
'responsible for notifying the proper Service Authority
officials at the start of work. ,
(2) The location of existing utilities across or, along the
line of the proposed work are not necessarily shown on
the plans and where shown are only approx-imately correct.
The contractor shall on his own initiative locate 'all
underground Mines and structures as necessary.
`. (3) All materials and construction shall comply with General
Y Water gond Sewer Construction Specifications as adopted
by the Albemarle County Service Authority on January 20,
19 6 3a s ame nde d Fa-b.ruor' 19$5.
3'. y � 21 ) J
(4) All elevatio�is are based on U.S.C. and G.. S. datum.
(5) 'Ilse contractor shall be responsible for notifying "Miss
Utility" (1-600-552--7001).
(6) All water an sewer lines shall have a three foot min -
mum cover 'over the top of the pipe.
F
255
I r 1 1 I
WATER TEST FLOW DATA FOR BUILDING
SPRINKLER DESIGN IS AS FOLLOWS:
STATIC PRESSURE = 67 psi
RESIDUAL PRESSURE = 20~ psi
AT 1,422 "gpm FLOW.
{ E� 43
1, REFER TO SHEETS C -3A, C-6 FOR INSTALLATION �\ ` 1 50
u o
OF SANITARY SEWER, AND WATER LINES. \�
2. REFER TOSHEETS C- 2 , C - 2A , C-6 FOR INSTALLATION \�
OF STORM SEWED,
3, SITE CONTRACTOR TO INSTALL WATER LINES TMRU DIETER, \\
PLUMBING CONTRACTOR TO, START FROM BUILDING \�\ THIS DWG. FOR UTILITY CONSTRUCTION ONLY.
SIDE OF METER, h DO NOT USE FOR GRADING PURPOSES.
i
.
S. 991,119ASUM,B.
54-17 "
-17.3 (a) 655
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,SHRUB —_— -
REMOVr uURl.Ap,
FROM TC>P°
I�
F3R�K B,_g3-oO'IL
WITH Pic,,,—,-,
1 tLd �
G -04L MIX
�#
■
DETAIL SHRUB • PLANTINGw
s 40'39 27
133.4B'
4
NOT INCLUDED'
239.05'
N 48`56'14" E
H
5" MULCH
3'4jAUCER Mi"
c
TOPSOIL
•
261Y. pgrAT MOOS
g6,y. WELL
1 tLd �
G -04L MIX
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DETAIL SHRUB • PLANTINGw
s 40'39 27
133.4B'
4
NOT INCLUDED'
239.05'
N 48`56'14" E
H
-U�U
e)o
(J
._ ..... N 50'38'56" E --------
--------- -
244.36' "---- L��
17� 65�'�
rip
Vag Af 15 pC. y(LI�Ca� D
y, i\ " w
r�
110
Opo 11, O0 S.
251 so 5
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Imo.
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w ' 18
S 48'56'14" W 135.52' ti
Ntxa��>��
S 48'50'14" W 205.00'
tx
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OUT PARCEL
-4
I
1.134 ACRES
(D
p 71)
I�
}
130.05'
98.43' ,�..
n 13
r7
u
iNw
-� ) 3V7
C X Cp
S 48'56'14" W 176.2;3'
LEGEND
J r= JUHII -i -> I IZ Us SUM �
I o J CVC J UH I5 HISI fGEV#
nLANDSCAPED IBEDS TO RECEIVE 3° PINE STRAW MULCH.
0.898 ACRES
10
N 45-15'07" E N 48'54'25" E
U.S. HIGHWAY 29
R = 35.
L = 52.
0
G OF FOREST LAKE ASSOC.
,PE PLAN BY CLOWER
0
c
-U�U
e)o
(J
._ ..... N 50'38'56" E --------
--------- -
244.36' "---- L��
17� 65�'�
rip
Vag Af 15 pC. y(LI�Ca� D
y, i\ " w
r�
110
Opo 11, O0 S.
251 so 5
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Imo.
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2
Z
w ' 18
S 48'56'14" W 135.52' ti
Ntxa��>��
S 48'50'14" W 205.00'
tx
I0
co
OUT PARCEL
-4
I
1.134 ACRES
(D
p 71)
I�
}
130.05'
98.43' ,�..
n 13
r7
u
iNw
-� ) 3V7
C X Cp
S 48'56'14" W 176.2;3'
LEGEND
J r= JUHII -i -> I IZ Us SUM �
I o J CVC J UH I5 HISI fGEV#
nLANDSCAPED IBEDS TO RECEIVE 3° PINE STRAW MULCH.
0.898 ACRES
10
N 45-15'07" E N 48'54'25" E
U.S. HIGHWAY 29
R = 35.
L = 52.
0
G OF FOREST LAKE ASSOC.
,PE PLAN BY CLOWER
0
1
s
k
4-1
36.00' 29.00' 36.00'
DRUG FOOD LION SHOPS ASPHALT a'�d°eR 2vR
€J,ALT COURSE
t�'" .
TYPE IBI SURFACE COAT - -- - ASPtiALi r c .a � �
of . SL.Ati a
CURB
Y t ' ..
MM A J d
N 12' LETTERS FDG£ Of CONC. I "fy rY>`yj_ � QT' � ..d! ., i" - �:.d. - '1
1COMPr
LANDSCAPE . 25 1 d
*1W
raoARKIWS -g/� PARCEL PICK-UP �A. d dPLAId7I=R 30PARCEL PICK-UP �� � RU � j AtSEE PLAT a" WHITOLID r INE - T ar ma
to �A � i1e bottom at the curb and
OR '«IHITF LINE ''I� r ba cmstrutrad
�•o -- --- pornllal to the slope of sub-fPED m -HANDICAPPED (it
CONC. WHEEL --
STOPS 111 PARI01 NG SIGN � ��-- �' LONG t TYPI °qp y�•+ COMPACTED suJi- SASE _ _ p a, '�' IS
--`ff:L-•-= .i-�� i YOJr•-a-�-a---- - 2�-0' surface courses pr ovidad a
DUTY �� AGG.BASE ,��� Lds..r PAYING BASE ( R TAIs area mayoeeoncret• mannaurmudde depth �
„ COMPACTED fiLL at the option of IN controctix 0
V V 2 S-4 :or .S-5 ! o"
II This curb Is to be usedl •r Mn
i1 $ A G G . B AS E design spead is 40 MPH or less ,
II, I' rN1 Rtrol highways and 45 ill" or
��At'� p 1N1 __4_- I� Less in davall urban asuburbw « a Ill ( curb)
iptLllr PP�11'iT 7J ) iJNC. 7y�£ ') Of B•� NG#: Ca�L cuff 8 +;�,fitt+ Pvyv°i,g a rocidrs
STRIPES i.5 BIT. coNc. TyQe S'4®rS5 �T"YPI AL.. DETAIL WI---IERE areas be paid for asrodalcanbr,at,ancurb8 �
TYPICAL I AS✓ I ! C C� ("ION PAVING ABUTS C C J • A
PARCEL PICK, uP DETAIL
AR I STRIPING DETAIL MINIMUM I AV II N GREQUIREMENTS) Tom, may be or aas, n piaaa.
Conal to be Gass A3 H cart in plata,
4000 PSI if precast
, u
5 Q TYPE 'A' CONC, CUR � ��
t5" j75 le I'-8 / I._O"/ 080 STI-ANDARD ALU+vt ----�- --------- NOTE,
-- - -
2-AS
ASPHALT SURFACE COAT HANDICAPPED PA�RKIN(3 S10N To SET' GUARD POST i�d GUTTER {I��I� �9i��� SPECS, �
J " 'Ntt��i' J LANE „ READ: "RESERVED) PARKINr3" WITH iL
lrx o J�A'v'lidf AIA AJ"TER -
4 COMPACTED IDENTIFICATION !SYMOQL. BOLT
AGGREGATE RASE T-0 STL TUBE WITH 3/ 0" C OIUe1 - F',�vIJWC� ! l9�d PLACE. ONC. WASH (riCXJTJ � FIN.)
lo_ J ►i" 1/4 PER FT. PLATED NUTF', BOLTS, Ck wASHEREJ. b
SIONS MAY BE C)RDERED FROM: 500 ■
11
-- SLOPE � 1 � ..
2' III
� t o } Call ASAEF nIT_Y 13"'(V ST 0. STL. FIFE �� �
NASHVILLE, TN, FILL VW CC>�J•C .
6- + PH. 815-255-2717 � PAINT- TRAFFIC FIC
_ � � + {I iRIED CJ{isFRC3tJ
O- r 1 nn - h
�.yy HITDr `., E__`.,J yy.,, `°"-^ 2"/2"/.I Ei f3 5TL TU@3E EXTEND INTO
b ,• J CONC. FILLED PI1PE 2'-0.. Pill IDE
Ifi -.] P ek LWELD40 8116 'OWA-rERLA)l C AIN'T
01
Lill STEEL
dA! dt JAL i�Cs6T
! tR ML" F°i+Y lT n
PAINT PIPE 8A5E YELLOW C$3ats�sE}4. F'9,L 4511 IS aLAC�i< cli
A'I�IAI®T
SIDEWALK DETAIL, ;! I -
iY
W"11
T� ✓ 0` J tCiJ'9 BSC! IsJJ
FACE OF CURB
OR TC>P ix' T. �
--- - =s= ---- PAINTED I ,r1"CJI SIGN BAR II, i Imo" c� CON C. - 1 W 56 c el. SIE ' ;.J v.
H" j5 STD 8TL PIPE FILLED w, . '$° I¢ 1 + " 'w:.e..l.• : z
C ON C I I ' - I P:O. !! R 1C 9Y�9r1 9'$
• ) I AL' HANDICAPPED BO � J3� 1-D°° RU Ph � . 1� ,, � --
I l I` I SYMBOL � C� I_ ' BOTH r J -I rs r. r LJ Ph"t: y I � TH R iIFMEr-Aw�► ✓
}y .ws s - Ii" LONG BA'�FiS � wA.v -r,ARU � ' '� I , ii-iFtl.3 JdJJs"[
1111111111110
RA PIPS'
I aRA�� CLiA,NOUT --
S TOP SIGN DETAIL 0/_
OOUNTER-GUrr-1K HEAD
TY PIC.AL 'I-FINIel ®RADE
-�
TYPICAL HANDICAPPED PARKII`�!� SIGN GUARD POST DETAIL
WHIT ;+ FIns s -"'Dl ,a�av %HALL ra� MUSELIER, r LLJ z � Z
10'• DIA OONO PAD r•DARLING,P'l1dAF•iR OUNNCJ 'TION OF aaAME +iJ
J� T T"`f"J� I o9v A.P. arMITH. w/ MOH. r_
El' THICK TYPK AM lki` i I LOCAL � Y`
JCNFdT SND6, 4 VALY9 OPENIll
9
L3'.f T, � a°-r�" 3�l.NRY.00OC9161Td dTZ MUNICIPALITY
W/ LOCAL AUTHORITY.
INITIAL &ACKFILL CD LIGHTLY -�ilf i` -)( LIE-�IIII �II I =-1 _ (L
/ - �)�� I i I dt%ti _Xr�s O
COa"I PACYEU (EiA�) 9'!£.LECYED
MATERIAL OR FINE GRANULAR THRUST �LACt
MATERIAL - „ - - - - d, - f_ L _ _
EXISTING PIPE -� .a • e ° SEE SCHEDULE ..aYa «.,e cava, +v.i* %, I / �\ V Z
UV2• HOffil CONNIECT,ON13 - a _ /i ' k ria Wyss P- �
qt �v
TSD �E`N`[.ii -. __-._ 'r'O BLDG,. OTANDARD THRXADb s, , - oo. J L-__- ,J t-- r-
-- �_ j a' HIGH OONO. 6ASL.A�ND, ��.�.--, T - 1 '� / y � CL
PARKING a PAVU40 PLAN I BACKFILL TO led 'vi- _ � f I � /{ i� CL � �
FOR LCOCATICN. -- i'r}" MIN. L. �� D' OTO PROCTOR I � � L
t , � Ln
- M N. AR PErY eiaECs'3 _ � h
I FtN.tsrtADE-'1 TC3�' �ETAJL N/}J�JV JNftg.E /� �� (D
1111 4' OJEEP I
Lai 6"IIN � �jYw«M
Aw,iY aaawnn,[ Yawn ieavrtw �,a� ♦�p �
� s
_ I '� � +M�re 9e-n�. aw d'"uu-�
EXTERIOR CLEANOUT D � T/� � l_. j r- ; � r- � = i • ••••
TYPI COAL"" PAINTED DIRECTIONAL � y - --
r --ua rovs FILL +�*� r«+•� i2ENiFS7Rf 79P
14 T. S. } To TCP OF i- \�ySar v Ly3 SCS;' - COMPACTED CRUISHED TAPPING SLE£vE dY,,,, I�L.J LL} �y I C
' FLANGE j '-� 411 STD GRADATION nasru ,��r„� ro r,,,yd J ' V CL
ARF}`% -I
L PTEA GRAVEL OR SAP40 II
r
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r 90 -
P,•4flaao rO wCd ara,d
s81ZE 7 ' �- �% J'.p• CcwY 9d CT.va aY
O��R+J t�f C Ct4CAJC7X THAUCT ALK. JOK-rW'i.XBN (_j 1 ( Ire r O ? -
o�J.T HYLiRANT �Aoor of TiKENOH .gam T r r aaaao•a -
I'r " PJrI E3.eENT rZT CNdQ �C F A{�. pJq ,+,D'
s Yu aawn
>�o .I I INLET - Z
- �- R ,� 1 T R O � �-TAPPING 41ALVE P
LT,� my� �• CSAT1i waivi ;.ter. EMBEDMENT �i.J7�. WATER ! � f1
^ �• .r MUELLLM, DA9,LIiY CD, \ 0 - t ••.�
LETefSTY ' A. P.4M,TH, SEWER CONDUITS s.Jawwo �aCTro:.
23 ill CIA
Y
Y ill Pt EA WAY �a ' _ _ ��r '.J' -�✓ bJ
i I -
_ _ Del
all
I l'DA4A TING OR Pte. O4 AT 0 E 1,4J _ t CONNECTION
I FU TU RiE VJA LL - a.
."/
TYPICAL FIRE HYDRANT OF -TAIL rrE'� PIPE ALlPFfB n,
' I FITT 9E tour -wan in rowno sA.1 x 1-
SHa
I NOTE j /� q -y FIT71N0§ ; °"'"-+"a"Y"
SHADED AREA TO BE C0+,"C"rJEC AS SPECir IED - 'i•. i .'.OT A 0 SCtl � As ME MAT L, rormuY+n rw-ae.
AtMcr REMOVED AT THE N/RITT-N RMLE93T Ofr T}1E ' D PI INLfT
i CiE Fd E -RAL CON TRACTOR COMPACTED FILL ..o,...�. _ PIPE
�!I WHICH t8 REMOVED MAY 9E USED AT THE 1 t - --- - ------ a_
C� r,O.N OF THE ORA.DI NO C'CPVTRACTr..,vt'S OY'TICN, I T*O Tlr FILL $LCi'bE , I "}
IN PARKI7V0 AREA ONLY 1 TYS �.-F,_uENT , r•I�.E WATER MAI �rHl�usT RESTRAINT s�rsTEl� " �"`'�'' �' TAPPING � VALVE: ��..1 �.., •dl, ti v
- , I f]
A3 FILL "-...-'. I I M'iCAi7 wsiwrtat 70 tr[[7 A.i.7id. C-JYt-41I 99a'[CIP'ICA7
Ivi1NllviU�i DII^�iE�•ISIC;f�IS (IN FEET)
1
a. / .. �';� , .�, ,_ . T�1�UST LO��s BEARIIJ07 SDs ANCHOR gl�:cKs DROP MANHOLE DETAIL
= -
r
PI PE
PROFILE -I R LJEMBANKMENT AT AT 0,C EACH SIZE 450 i 22 °aE11 D Ery TSE TEE
BEND 2 11
(IN.)
L".DCom. HER FLOOR IS ABOVEGRADE B D a � D D B D 8 D B ® � B B � �
- -
TYPICAL CATCH BASIN s
4 1A 0.5 1.2 0.5 0.8 0 5' 0.6 O5 1 2 0 5 1.2 0.5
8 2.0 0,3 1.5 0.5 1.1 0.5 0.8 0 5 1.7 0.5 1.7 05 2.8 2.6 1.8
8 2.6 C1,6 2.0 0.5 1.�4 0.5 1.0 0.5 2.2 0.8 2.2 O5 3.6 2.9 15 2.8 11a IIAOIJ� i~
4'-10" 10 32 0.6 2.d 0.7 1.7 05 1.2 0.5 2.7 1.0 2.7 05 42 35 22 3.5 j
- -
ere 99eINr „vaI t
12 3,8 0.9 2.8 Ota 2.0 0.5 1.5 0.5 32 1.1 32 , 0.6 4.7 d.0 2.7 �2
L6 so. Irll CONCRETE COLLAR fill"�� - � +-\ 14 4A 1.1 33 09 2,4 0.6 1.7 Ob 3.$ 1.3 3.� 0.8 53 d5 32 4.8 Y
OR PRECAST COLLAR e Flow
_! .� ti -\� 16 5.1 1.3 3.7 1.2 2.7 0:7 1.9 05 .3 1.5 X13 0.9 5,8 5.0 3.Ct 1.1 53 Flow \\ ,\ -
SII THE CORD v"+ATER CgyYN7 •1AYTtaI '� I f I r. _ • t
FINISHED CAST IN COVER j `\ =
GRADE � a :'o• �/ PIPE RESTRa�,INED INT � I��i�r�cE i" FITTINGS
±ilil
..• yA. /
\ CL
SIZE a t i j/ /
(IN.) 4e 8 22 11 DEAD END TEE ' ! , / •' > : t FINISH �'
TCP CIF I� tN BEi UR'
I 18 i _ 21 13 7 69 18 \ kL t AJIE�i
ADJUSTABLE VALVE BOX 24 /�,`` �,`•a,:
MUELLER N0 461 S 18 - 24 - fi0 38 23 1�t i tr;
TOP7C,1J1 IiitJL
�� 1 o w V
NO. 562-5 24'1-36''16 24 d6 27 17 9 $1 38 i i . QUIP OR Im_
OR APPROVED EQUAL. SHALL 58 11 56 Flaw �
V)
BE CENTERED B PLUMB ft
F#ilSHEDtA`s" � _.
OVER OPERA -TING NUT cieM DileAl i E MING ,ua F SFj 3 251 13 112 %0 f sa ., i9 >
IOU 8 'E 8 T P X12 79 47 28'I 15 128 B8 Sediment -Laden Runo �,i
(SEE SPECIFICATIONS ) APPAONITO T�
� I ,�I. "� AUJ1JEAtt'4� il ro �i8 5� 32; 1i 1�4 10�! ' 1 '�i �.. CURB (CG -2) �!- I
Depth Below Top of Inlet:
o h-
__- A s
- -' Min. 1' - flax. 2'
WATER AIN THRUST R . TRAN`� _
Required - -- - - -LLJ
ce
3'-0" ifiAt 3dAR'8dad_Es 1 D �.�.r L ` •(-
DEEPER THA91 STANDARD CO#d'CIE111 C SYSTEM i �'�w!' ___ ____ I-
1 d' -O' CCW �Ecrol-Sa" 1>III_
PAVED CONSTRUCTION-ETI.TRANCE FOR WASH RACK LLJZ
TYP r� Max SLOPE2 i �_L. x Y z I<""
AT o.c.-leal 1 A
c�aa7 BEARINGf--
WASHED GRAVEL_ OA1e �A �$B" AREA f���� III _ =. � I^I I� v � = I}� � �_= � 1 � y 701rnin. 20rnin. 1
Weep II, '-Larger Parti cl es �
$TANOAkD AMA OffCnd$ts '� ....".'-""""^'^';.'.�... - `,'••.. '
W',16',24a, 32' a � �• ' �z ' ::.; Storm Water with- --_ Holes Iii. - Settle Out -
°. `�' . Larger Particles for De- = Mointoin
f= slo Positive�ra n-., _ 5%
A: - pe into o NU I At � -31op min.
• a ....�. •..•J==III�II ajl�•a site {2 /o min) =1,,,a-.m•�a
MAIN . I >,; • Removed JII - Watering II
�Ir _ Ti± Did alaa>� ; $ ' S!• _ - -- I 4 �1 l,yl l UIl {u� u Y
\ --
_ �..�.. Drain
_ PROFILE TYPICAL SECTION'��
{ i n. t. s.
n.t.s.�,
V.
J a
II
i
iYlli3� .,�
A > nI I \
V L✓ES SHALL BE '� ��,,.x r YI
MUELLER CO. SERIES - T of I 1 P' '*�1-� claaro �a�$ cnc+a
238P (MECHANICAL rovi�T LII I � TO ern -Low - "i040"
JOINT) OR APPROVED
EQUAL "
Specific Application �•
SURFACE TO BE 8" AGGR. MATL. SIZE 21 ,+CHI -Ter -
NOTE.
APPLICABLE FOR VALVES
This method of inlet protection is applicable where heavy flaws ,
OR 21A SURFACED rYITH 220 Lbs. , PS.�r. BIT.
z Lia AND SMALLER PRECAST �1►�J�oL, T�J��,s. Grp-��J���� are expected and where an overflow capability and ease of maintenance
ge BEND - TEE 45 or 22.5 are desirable. CONC. TYPE - 2
WASH RACK TO BE ATTENDED BY WASH Sh�'�'t`
o; PERSON SUPPLIED BY GENERAL. CONTRACTOR
SATE VALVE ek VALVE BOJ • TAI`�ADARD PIRECA T I ANH011 DTAII:-, EXCAVATED DROP INLET SEDIMENT TRAPMill 11111 11
1