HomeMy WebLinkAboutWPO201100042 Plan - Approved 2011-07-06 (3)APPROVED
by the Albemarle County
VVN E3 -v1V Community Deaelopment Department
Date a I - - ---
Eile - t 1,�►��
C A LOTTI.A.SVILLE, VA
ALB MA L.E COUNTY
UTILITIES', GOVERNING AGENCIES
DRAWING LIST:
a
- CI COVER SHEET
WATER COMPANY GAS COMPANY w
C2 TOPOGRAPHIC SURVEY
ALBEMARLE COUNTY SERVICE DEPT OF PUBLIC W02KS !`eGi C3 DEMOLITION PLAN
AUTHORITY GAS DIVISION EMARLE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT C4 SITE PLAN
IViSiON OF ZONING AND CURRENT DEVELOPMENT
168 SPOTNAP ROAD 305 4TH STREET, N.W. 401 McINTIRE ROAD C5 LAYOUT PLAN
CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 -4596 C6-C7 SITE DETAILS ` -- -
PHONE= (434) 977 -4511 PHONE: (434) 970-3815 PHONE: (434) 296 -5832 (X °3242) ALBEMARLE COUNTY CURRENT
CONTACT= ALEX MORRISON FAX= (434) 972 -4126 C8 UTILITY PLAN DEVELOPMENT PLANNER APPROVAL
CONTACT= WILLIAM FRITZ C9A UTILITY PROFILES
SEWER COMPANY POWER COMPANY I C9 UTILITY DETAILS
ALBEMARLE COUNTY SERVICE DOMINION VIRGINIA POWER ARCHITECTURAL REVIEW BOARD (ARB)=
120 TREDEGAR STREET 401. McWTIRE ROAD CIO GRADING PLAN BY DATE
AUTHORITY CII EROSION � SEDIMENT CONTROL PLAN (PHASE 1)
168 SPOTNAP ROAD RICHMOND, VA 23219 CHARLOTTESVILLE, VA 22902 -4596 ALBEMARLE COUNTY CURRENT
PHONE= (434) 296 -5832 (X -3276) C12 EROSION Z SEDIMENT CONTROL PLAN (PHASE 2)
CHARLOTTESVILLE, VA 22911 CONTACT= KELLY MAXWELL FAX-: (434) 972 -4035 DEVELOPMENT ENGINEER APPROVAL
PHONE= (434) 977 -4511 PHONE: (434) 972 -6812 CONTACT= MARGARET MALISZEWSKI C13 EROSION E SEDIMENT CONTROL PLAN (PHASE 3)
CONTACT= ALEX MORRISON C14 -C16 EROSION � SEDIMENT CONTROL DETAILS
TELEPHONE COMPANY V T C17 -C19 STORM DRAIN PROFILES BY DATE
701 VDOT WAY C20 -C20A STORM GRAIN DETAILS
EMBARQ CHARLOTTESVILLE, VA 22911 � Q� C21 PRE DEVELOPED DRAINAGE AREA MAP ALBEMARLE COUNTY SERVICE AUTHORITY
1240 -B SEMINOLE TRAIL PHONE, (434) 293 -0011 (X -120a p� APPROVAL
CHARLOTTESVILLE, VA 22901 FAX= (434) 979 -3759 ��o SITE C22 POST DEVELOPED DRAINAGE AREA MAP
CONTACT= BRIAN JEFFRIES CONTACT: JOEL DENUNZIO I C23 -C26 UNDERGROUND DETENTION SYSTEM DETAILS
PHONE: (434) 974 -6928 — - - -- C27 BMP DRAINAGE AREA MAP BY �A DATE
C28 -C29 STORMFILTER DETAILS
C30 FILTERRA DETAILS ALBEMARLE COUNTY FIRE OFFICIAL
\.'Lo APPROVAL
NOTE C31 LANDSCAPE PLAN
CONTRACTOR I RESPONSIBLE FOR 92�, C32 LANDSCAPE DETAILS
SUBMITTING AS 7BUILT INFORMATION AS 0�s C33 ROAD PROFILES BY DATE
REQUIRED BY ALBEMARLE COUNTY AND /OR o �P PI SITE LIGHTING PHOTOMETRIC PLAN
ALBEMARLE COUNTY SERVICE AUTHORITY ��. �o RI -R6 RETAINING WALL DETAILS ALBEMARLE COUNTY BUILDING OFFICIAL
FOR THIS PROJECT TO FREELAND E P �`' �\ APPROVAL
KAUFFMAN, INC!. UPON COMPLETION OF
THE PROJECT. CONTRACTOR SHALL MAKE
HIMSELF AWARE OF THESE REQUIREMENTS.
®� ® BY DATE
,e 64 PEVISIONS• ENCINEE�
ALBEMARLE COUNTY ARCHITECTURAL
REVIEW BOARD APPROVAL
NOTE:
CONTRACTOR IS RESPONSIBLE FOR BY DATE
NORTH RLES A. .-
FREELAND AND KAUFFMAN, INC. PREPARATION, SUBMITTAL AND OBTAINING � GARCIA
APPROVAL OFD THE EROSION CONTROL + No. 36014 ® VIRGINIA DEPARTMENT OF TRANSPORTATION
-� ,\� w�® APPROVAL
209 WEST STONE AVENUE
PLANS FOR OI=F -SITE BORROW OR WASTE
• AREA REQUIRED BY ALBEMARLE COUNTY. 0'. ,
CONTRACTOR ;SHALL MAKE HIMSELF 0 �,®
S C 2 9 6 O 9 AWARE OF THESE REQUIREMENTS � SS At- EN ®® BY AT
G R E E N V I L L E, PRIOR p�1oN D E
TEL ' (8 6 4) 233-5497 TO THE START OF CONSTRUCTION. LOCATION MAP
FAX (864) 233 -8915
E - M A I L c g a r c i a f k- i n c. c o m Albemarle
Engineering Review Compliance
APPLICANT • OWNER • lcen . th . ,
tty at th e fma [a meet t , requs rents of the Albemarle County Zoning t)rdinance,
the Water Pro t o rdi re, t ubd' siokChdinance, and the Design Standards Manual,
and sire pre d i ccor th ngineering Expedited Review Final Plans Checklist.
" -- -- -- �
ASBUQY AUTOMOTIVE BAUMGAPDNEP, RICKY LEL:.— Signat Date
NORTH CAROLINA, LLC
OQ DONNA G
2905 PREMIER PARKWAY, SUITE 300 1252 STILL MEADOW AVENUE
SHEET CI OF 35
DULUTH GA 30097 CHARLOTTESVILLE, VA 22901 -6211 DATE: AUGUST 22, 2011
( "' I III V' Q' 4 / \ 7y _ t ' -_ - -H PITAL /AIRP RT� -- °i VI -- -- '� - �% -- - - - -- -- - -
IGNWAY
I / , / / / / / / � �------ �,CBDI 1.5X2.5 � � � � >- \
I / TOP 380.10 / , / / / / / �_ / , / TOP 392.04
IE: 376.60
T-
I I I I � i I
� \ ` -� ONE -WAY! R O U TE 2 5 0 RICHMOND R O A D/ O ISLAND SIG � \0 0 0 O O I - O 0 0 17
C THROAT= c m U
ONE-WA (90) R/ V > +/ -406,6 YL
=4_ SIGN w w RELOCATED Dt,3B
0 STANDARD UD -4 ON \TOP OF m cY> J ` CONN CT TO - - - - -- -EXISTt�G -1
UD -EXISTING Q o
cP
\
\
\
\\
\\
\
\ \\ \ \\ \\ PEOPLE'S\ PLACE \ \\ \\ STANDARD UD -4 RIM= ` \\ i Q
\ \ \ \, \• ` \ \ \ \ \, \ \ - -- - - - -- - - -- 400,0 -\ - - - -I -- - - - - - - - - -- __ - -DA
STAN R UD 4
\ 1 f \ / ( C / t / l
rte= \ •-
/ \ `� � � � � � l - - - - - - � - - FILTERRA - - - - / ,. � �� E't� �- � \ I I � \ \ _ _ -�- - \\ - - � T•T //, J y\ \ � -- - - - -
cry
�j
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RIM= 1 !r � I #� 39 .67 �`\ \\ `\ CONTRACTOR TO VERIFY I
'' -- - - - - -- \ 1 4 % rya :etif I I 1 la 1 /j\
- - _ __ _ 394.0 1 € - _ _ _ \\ \ EXISTING TOPOGRAPHY IN TI-tIS - I I I II \ \\ \\
F' /- ��� rn ?
Y Ilrl - II I 1 I 11 III L13 - - j AREA DUE � ADJACENT SITE z -- - -- - -- \ \ FFJ- w o 0 0 1� I 1 ' SLT CK LI /30' E K LINE \CBMH \ O NOEFENFREELAND RAND R J J J N III 1 =r,- ' 111 \ / /�' IVY \ - `\ ti
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it f I II I F III I I I \ o I I \x� - - \ \ \ FOP 400.90 KAUFFMAN INC. IF
Q = m M III I a I II l I I \ ,�\ I I / r� .� , ICI IE: X95.75 \QISCREPANCIES EXIST. III 11) �I I
f / *: ti I / \ \
\\ a I va III I \ \w \ I U) I I 396,2 g I d :, 41 , �x L \ II f
III a g Z m U- , te n o p I \ 1 I 6, 396,7 f +, I _ a
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III 1 � "' I I I Z 1 I
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�Z III I Ma..» I \ \ I I I I °
Z U_ III \ I IM= 39 .4 tjtlx xx .{:,�' 396.3 /
/ a II 1 100_0_ HDPE o ? z111 I Y J I \ \ \\ I �' \, //399.6
RDL , \\ I 9�6�.0 IE= 33.4'/ t f�, / CBMH-,
w I \
III I
III \ \ 1 1 =/� J'PARCEL 07800 00 00 Old 01 1h11 I U Q III \\ I I I l0" I�DPE
1 1 # \ 1, ," r � XI OUT: 81
,/ II /' III ,/ N/� // III VII\ II Q a ` \\ l _ (RO�F DRAIN) �\ ;i�r`r�
PAN TOPS PARK LLQ 111 I �1 I \ / / / \ IE= 392.38'/ ,� CATOHBASI I
I `v I IE =393.7 "' " I �' '`
1 I / II / , D.B. 3098 -198 / II 1111 I B 3 \ ✓`"
- - - I 1 1 � :: � ✓a -. � a.��y � . ; z, Q�fFILT R
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II IIL = \\ \\ I I ,/� ,�JIII I I - I '� /•'�� J / HDPE
tI
a 1k C H
L I /
h�l r II I M�-,-- i %/ DETAIL GR -2,2A / //.:y95. _ I, f ° {
(TYP) \\ / / 10'� LLHdPE
1 \ m M z // 1� ' '� 396.0 \ / / (tdVF D�AIN- 1' a
II \ \ \ 1 J X \ - III , , , 2711
oF�,>
f 395,0
�-'� J��u 1 I l I I ( 395.8
I f
- __- -_ -_ °� =� ,�'¶ II /' mM�Z�oI(III y�( e� _ «��_ , o z 2B
- -- I � / III i - I I 395.84 IE 1(�1 3 3?5 76 4 I I I n
®� - o I ®--' i i i i �O :r ,` , IE =;590.
: I III 10" HDPE x ` I
Xf - - TW == 395,? w, -
ll - _ _ i l 11 I MANHOLE k F/
Ij'> i 7) 87.94
�STOR�IFILT i� �-,�. - DRAINAGE 4�? �,z � r� CBMH
.4 OUT= 388.0- _� AININ(: EASEMENT �,. g
1 24
GRADE A I I I Access 01 I- -
I I / \� �; *� LL 1 �,r,r �ii ?• °,r *`I ,.
LE III MANHOLE (TYP> / / 1rFVa .
O ®2.5% LOP I I ,a.a
=1= I= I o I r __ I I r , I a,
co
o r- ? ra ? r�i ? I I/
) (( TW
C�, +1 }r' ... ,F > ' ai'' w -'S.' r« � >t•F� i
�_ ----- - - - - -- II ''7TII III TW= 9I• / K fl _ . I.,IO�_ }i:: >,'I.� "<,4f
JL - -�'- - - - - - - - - - - - -,
� A�\ ,----------------- �`- �------- - -__ -= ���.,/ III BW 385. � 01 _
/ v z _ / 377. RIM i70*_
\ -! - - j�-� I T W = 39L 7 ' I' % / UNDERGROUND
/ / DETENTION SYSTEM
I II f , " BY CONTECH
\\ 1 z c� TOP: 376.20 I / III t Irni
\1 ° w o w^ IN IN (18 "): 371.0IIIlI I l'1 L'� IW (RIM'
( ) I RI
\ m � N v w -o INV IN 21' 361.0 III lr': / 0n 76.4
r 9 RIM= 36' � -_ Ifs'
L vj av INV OUT: 60f� �II �� / �t «� f I I �5 / 376.9 386,1 / ,/ ' //P i i sd r W
I l4
m o ° o / I EXISTING STORM( II_ /'m 90' 0 f-
N N I /�l DRAIN EASEMENT k t'Aya ,� Iv
aeor o} N o R MP 361 ?85 / I I I I ( �� / / /�
ra a w I ID.B. 3350 -624 # I /
cn w / I Q ADJUST EX. / / F,
L, va � INV IN (18 "): 355,0 // I III I i 17 I \\ 9
q INV IN (24 "): 355.0 I IST 30: -1 \ RIM= O
INV OUT: 354.8 / I l i TOP: 373. L f 'TOP: 5.0 / (-
-` ' I °14.2 INV IN: \ 377.0 /Q)
\ I INV IN (18 FILTE RA / d
11(((365.0 4C / t # /
(21
106' - 24" HDPE I I 'A t
L==-- °--- - - - - -- �- 1 -- �_------------- - - - - -- - 59.5 �Ita:,' ` 346.1
- - - - - - - - - - (( I V OUT: 355.4 r� 1 / / /
\ II I �/ 1► � 11 ' I I RIM= 21 374.0 /Y
I l J 1rr ( I I I 374.0 I t /
�� % / / /�� _ _ �� •-- ___ -_ III I I I II DI- _3C, -L = IrlFl.:l i.t. 1 V ( a�� :w �,� k ` � a a',!
ar a`
chi OW RIM: 373.1 (t EI 45' / �C�
DRAINA
OUT:
O LOCATION MAP (NTS) J
II I
I I
II i I I
1
DR NA E I `k'� i \ ` III ) I J III I III I k
EASE DEDICMA ED � / I I ,I I I/ \ \II 1
\ / CONVERT EXISTING I II I I I
USE /
/I CURB INLET INTO l� IJ� 1�////// \, IE: 390.13
MANHOLE E
00 O ! LOWER TOP ELEV. i i \ I \1W v
TO 395.9 CBDI
TOP 388.20
-- - - -L h�\ /i/ IE:390.49
1 PARCEL# 07800 00 00 01500 lk
B VA2_ LL_
TAR AS /
AS /
_ 1
IIII
-
D.B. 2793-81
/
/I
I
1
I
I
\ � � ZONING: 11� I I \\
HIGHWAY COMMERCIAL ,_� I�I l i n\\
- 1,769 AC �� \
1 - I r
CONVERT EXISTING MANHOLE
I
I
I
J .
IE.392.'
JUNCTION BOX
I
2 = I INTO UNDERGROUND
�V�r -1111 I' I
1 ADJUST TOP OF EXISTING 3 In I III I 1
MANHOLE TO MATCH
PROPOSED GRADE
SD - - -
TQP 389-.45 - - /�- - _ \__- �� ' -/ I \ -1� / SDMH
UNABLE TO OPEN /
TOP 392.97
12 24" RCP 1 /� I\ IE: 377.17
(III /117 \
TOP 389.59 \\ � IJ 49' /1-
IE 18 "I N: 8.89 DA EM NT '
IE 6U 1' 3623:D� - - -� - -� /
CONNECT TO ,' DRAIN /AGE
EXISTING RETAINING' EAS /EMENT
WALL
ALWAYS
CALL
BEFORE YOU
DIEG
lit
EVERY DIGGING JOB REQUIRES
CALL - EVEN SMALL PROJECTS
LIKE PLANTING TREES OR
SHRUBS, IF YOU HIT AN
UNDERGROUND UTILITY LINE
WHILE DIGGING, YOU CAN HARM
YOURSELF OR THOSE AROUND
YOU, DISRUPT SERVICE TO AN
ENTIRE NEIGHBORHOOD AND
POTENTIALLY BE RESPONSIBLE
FOR FINES AND REPAIR COSTS.
SMART DIGGING MEANS CALLING
811 BEFORE EACH JOB.
WHETHER YOU ARE A
HOMEOWNER OR A
PROFESSIONAL EXCAVATOR, ON
CALL TO 811 GETS YOUR
UNDERGROUND UTILITY LINES
MARKED
FOR FREE.
_1
NOTE=
' ALL MANHOLE ACCESS TO
-_ _= ._�_ - __� -_ __� THE DETENTION SYSTEM MUST
- _ �I MEET ALL OSHA STANDARDS.
ri- z- x<'-x-- x -x- � x- x--- x -Lx- -x
d_
NOTES:
FLUME I, THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE
EXACT NUMBER, SIZE, AND LOCATION OF ROOF DRAINS.
s ``��vr` *ak6 CONVERT EXISTING
tgj
CURB INLET INTO 2. INFORMATION CONCERNING THE UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE, BUT THE
GRATE INLET is CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL
LOWER RIM EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS
.1. ELEVATION TO 387.0 WELL IN ADVANCE OF TRENCHING IF CLEARANCES ARE LESS THAN SPECIFIED
RETAINING
WALL
EASEMENT
(PERMANENT)
NOTE:
REFER TO SHEET =C28, C29 E C30
FOR DETAILS OF FILTERRA AND
CATCH BASIN STORMFILTER
STRUCTURES.
EAS
.2 / says �S
EME , er,s a _ �� ✓S aj '/ 6' PARCEL# 07800 00 00 015CO
' / �- - - - - -- I 92
RIM ,I- . - R *• 1c -.:. .ri;
RAEINAGE
/
-- - - - - D.B. 124
0 -
287 DI -3C, L = , MENT ALBEMARLE COUNTY SERVICE A
UTHORITY
`yll // // TOP 373.60 ZONING:
IE: 380.82 HIGHWAY COMMERCIAL
/7 IM: 373,10
\ \ � 1 - - - - - - - - - - '' ' ( e' , N ' ^ °,,' . } 'r y.:. ".. , r+ «z'r, ar •..P�,. st?' ` �, a '#z'ti t /
bE
\ �` /---- - - - - -- - - - - -- INV IN: 366,5 II <v :, ,. "''. - € � p,;..
II L _ -•- '\ ut .'F F , :•Cx i A r , t ,,. �• p T..'�i l -t /
-- - - II 366.3 i.;.rr
II \ \ \ :x
INV UT. (
k
-�wS` ..r . = x a, 1 s.: . >x �... s_F� / / , /
II _- = _- _------- -� - - - -- -- I� �, ,/, -�'• i / CONTRACTOR TO
fiJ f i', 4 /
- - ------ - - - - -- _ - -_ -_- _ II III all% �� // I� �� �� // /
ICI /�II Ir �' / �°Re I _/' GRADE THE
'���(NE TOP 38863 \`' % \SRI TOP H385.19
II fI y DRIVEWAY SUCH
al \ I - ,, I� ___► e / III I CQNV TI R - ,� /
fr\ILET INTO GRATE - INCET_F, T- 378.29 /// IE O 374, WATER DRAINS DRAINS
/ /�IE OUT: 374.89 IE OUT: 374,89
/ o TOWARDS OUTER
ADJUST RIM ELENATiON TO /- / �/
MATCH PROPOSED" G _ADI` / /TDROZECTI0A CURB WITH 2%
II / (bp;2 FF,9CE
II //TFMPORR 'I' IQ'' �3 �� CROSS SLOPE
111► I I , -'' (� / Ir l CpRAD,IfVG� / I / k' /' /'''
NOTE:
PLEASE REFER ALTA /ACSM LAND
IIIV' I ,,- ,,,- ,_�� III 7A /� /
III ' II I I , III ,�� /'/ , III ,'I /'' , TITLE AND TOPOGRAPHIC SURVEY FOR
-- - - - - - _ _ _ �S' �( , ' ' / I lip I / DATUM REFERENCE.
- �,___ ✓�\ Iii III ► -_
��_� -_
-7- -7- -
� - _ - -,- ,-- -�rr�- -I �5a� III
II \ �� ~ III SOURCE OF SURVEY; SOURCE OF TOPOGRAPHY:
_ ' _ ° 0 ° ALTTA /ACSM LAND TITLE AND
I/ I z o o a ALTA /ACSM LAND TITLE AND
_ _ _ �� - -- �// // // �/' // (�`�= o > > ° > III TOPOGRAPHIC SURVEY, DATED TOPOGRAPHIC SURVEY, DATED
I / / _ / / / / �; / �0zZ z� ��
;� - - � ,/f // // - � / ,/ �`-- \\ I'\ II -9 -2007, PREPARED BY FREELAND II -9 -2007, PREPARED BY FREELAND
/ /-- - -f - -- - - -J I....
�- / / AND ASSOCIATES, INC. AND ASSOCIATES, INC.
LL__jj \ \ \\ \I�
f ak \
,/ < \
NOTE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING
CONDITIONS, 'ATI:- THE ;SIl 'PRIOR '0 BEGINING GRADING
OPERATIONS INCLUDING, iUT'' NOT LIMITED TO, , STRUCTURES,
UTILITIES, AND TOPOGRAPHY ; IF,,: ANY DISCREPANCIES ARE
FOUND,' CONTRACTOR SHALL ;.IMMEDIATELY . NOTIFY FREELAND
AND KAUFFMAN, ' INC, `.
F(JE_ \
EXISTING GRADES AND UTILITY INFORMATION
SHOWN ALONG PANTOPS PARK DRIVE AND
FOR BANK /OFFICE BUILDING ARE BASED ON
DRAWINGS PROVIDED BY THE COX
COMPANY. CONTRACTOR SHOULD VERIFY
EXISTING GRADE PRIOR TO START OF
CONSTRUCTION AND INFORM FREELAND AND
KAUFFMAN, INC, IF DISCREPANCIES EXIST.
LEGEND
EXISTING SLOPES 25%
OR MORE STEEPER
LEGEND
EXISTING PROPOSED DESCRIPTION
X396.5 SPOT ELEVATION
- 395 - - - 395 CONTOUR
n CATCH BASIN /INLET
Oo STORM DRAIN MANHOLE
1-� STORM DRAIN PIPE
® NYLOPLAST MANHOLE
OR APPROVED EQUAL
ON THE PLAN OR 12 ", WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER
AND THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION
OF ALL SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES
REQUIRED TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE
DRAWINGS. THE OWNER AND THE DESIGN ENGINEER ACCEPT NO RESPONSIBILITY
FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
4,,, Q,LL -,IN -PLACE CULVERTS WILL BE. PROTECTED , BY ,' THE CONTRACTOR DURING
a
CONSTRUCTION. ANY .- DAMAGED OR CRUSHED .PIPES ;WILL BE REPLACED .,'AT
THE .CONTRACTOR'S ' EXPENSE.
5. THE EROSION CONTROL DEVICES INSTALLED WILL BE MAINTAINED FOR THE
DURATION OF CONSTRUCTION UNTIL THE SITE IS COMPLETELY STABILIZED. REFER
TO SEDIMENT EROSION CONTROL PLANS.
6. ALL SLOPES 311 AND STEEPER SHALL RECEIVE A CURLEX EROSION CONTROL
BLANKET.
7. EXISTING STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
8, IF ANY EXISTING STRUCTURE TO REMAIN IS DAMAGED DURING CONSTRUCTION,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND /OR REPLACE
THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT EXISTING CONDITION OR
BETTER.
9, ALL STORM DRAIN PIPE ENTERING STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING LIDS.
II.-7t CONTRACTOR SHALL 'ADHERE TO : ALL - -TERMS '.E CONDITIONS AS OUTLINED '
IN TIE , ,GENERAL , , NPDES PEQMIT , FOR ,STORMWATER DISCHARGE 'ASSOCIATED WITH
NSTRU
COCTION 'ACTIVITIES.
12. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL
EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO
CONSTRUCTION.
13. UNLESS NOTED OTHERWISE ALL ON -SITE STORM DRAIN PIPES SHALL BE RCP
CLASS III.
14. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS RELATED TO
OFF -SITE BORROW AREAS.
GRADING
PLAN
0 30 60
SCALE I' - 30'
U
z
Q q) O
U �0_1
LL > a Ln
(:bQ ornCO
(3 _
00 `1
�(-J) In 4
0 '1 00
c: Q) u) 110
C 3: CO x
N
O
O\
z °' N
Q( n
J
W
W
W
01
U-
coo.
7::"
AV"-'
C.�
z
� U
m Q °O
Z (h
l.0 W o ku
U Q (�
c > _j 0 0co
Z
Q1 _j Z >-Oco
M W > r-QQ;q
z uj DI 0 kJ
O (� 0 Om
� � I OLUQ�
U DC Ly (Y a
n Q q Q
L_L_ -L )_O
U m"
W
Q
Q
ui
I__Ic
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
I" = 30'
SHEET
CIO
OF 35 SHEETS
sm
390
RE
W)
380
370
360
0 (4)
`L
7
N
8
7
,�
-i a
C _CCU) W
Q1
W
i
�~ W
W
0
Q > G
V_
N
z z
O D W N W
w
W U) ?
< z�
(nl
I Z J I
cn
_J C)
0 O
Z�10
—
WDO 3:1—
Q
QQ �o
N
WO
ZUJ QOM Q
>a
<
<o>p[
(Y Op2
ZU)
Ozo 2 Q
Q
Q
m�
(9 >oc
co
co
c°
Uo
�t
1
380 1
I
15" RCP
I
PROPOSED
INV IN= 391.65
GRADE
I
(FROM CATCH BASIN
STORMFILTERttl)
I
/
/
10" HDPE
ROOF DRAIN
INV IN =393.3
12" HDPE
INV IN =387.7
_
TAINING
FROM MAN
OLE /
ALL
STORMFILTE
tt2
I
4" HDPE
ROM
FILTERRA
F4 F5)
I
IE IN =390.9
EXISTING GRADE
I
I
I
BACKFILL MATERIAL
I
I
I
REFER TO VDOT
DETAIL 107.01
� - - - -- 2'
DEEP RIP -RAP
I
O
F_
z
W
t--
W
og
W
I
Z W
I
0�
D1
D1
z
1
�
I
I
O
I t-, I-
,
_
Lo
C6 if
0
co I
0 (q
Ld
(f)I
cc
cf
II D
11
z Oz
o
O
W WW
W
q
W
44 LF OF 15"
RCP (CLASS V)
o 9.66% SLOPE
Quo = 4.81 CFS
Vb = 4.58 FT /S
147 LF OF 15"
RCP (CLASS III)
® 1.8% SLOPE
Qio = 2.28 CFS
Vio = 4.89 FT /S
85 LF OF 15"
RCP (CLASS III)
® 0.88% SLOPE
Quo = 2.36 CFS
Vio = 3.7 FT /S
F-
0
1
►r
0
rn
a 400 380
390 370
2
W
0
zZ U)
0I61 O
Zp�
0zLu
I
PROPOSED
GRADE
z
O 4" HDPE FROG
iz FILTERRA (FI)
w IE IN =370.0
C)
W
zU)
0�
oc
QI
W
0
z
�EXISTING�i�
GRADE
BACKFILL MATER
REFER TO VDOT
I DETAIL 107.01
6
7
8
7
21
0�
�
W
��
2�
_
_
< z�
W�Q
I�
vj
_J C)
ui
0 I�t
Z�10
0
W c�
Wt-1�
0
a t- �,
>_
W U) cb
t–I–cn
_ �- �
QQ�
U)
LLI
t–I- -�
�
a
QQ�
2 >N
Q
I-
(Y Op2
2 >a
aC)2
olC)
C9 >a
Q
0 >a
(9 >oc
co
co
c°
380 I
�t
1
380 1
I
(PROPOSED
GRADE
RAISE TOP
EX. MANHO
TO ELEV.
374.0
4' HDPE FROM RAISE TOP OF
FILTERRA (F3) EX. MANHOLE TO
IE IN= 371.76 ELEV. 374.0
4" HDPE FROM 370 I 370
FILTERRA (F2)
IE IN= 371.25
15" RCP ---- 2" DIA HOLE
IE IN 368.7 BE BLOCKED
i EXISTING COMPLETION c
2" DIA HOLE SHALL—) / GRADE EROSION CON
BE BLOCKED UPON
COMPLETION OF
EROSION CONTROL.
I
PROPOSED
GRADE
EXISTING
GRADE
3ACKFILL MATERIAL
'EFER TO VDOT
)ETAIL 107.01
380 360 1 360 360 _J
1 15" RCP
I I IE IN =361.5
370 350 1 350 I 350 EX. 42"
RCP _
36" RCP �� 1
LO I IE IN 346.26 I
LO co
/ 2' DEEP
I� _36" RCP
z 0 11E IN= 346.26
W W EX. 42"
RCP 2' DEEP
77 LF OF 15" RIP -RAP
RCP (CLASS IIU _ �0_ 0 ____ `O 0
® 1.43% SLOPE ° rn I
Ln o � I \o
Qo = 4.05 CFS __ (nI� (f) — (.0Ico 0)
Vb = 3.3 FT /S „
0z 0 -- 0z 0
360 340 W W W 340 W W W
41 LF OF 15" 35 LF OF 15"
RCP (CLASS 111) RCP (CLASS Ill)
® 2.44% SLOPE ® 0.86% SLOPE
Qb = 0.54 CFS Qio = 0.58 CFS
Vio = 1.5 FT /S Vto = 0.53 FT /S
NOTE TO CONTRACTOR:
CONTRACTOR SHALL FIELD VERIFY PIPE SIZE AND
INVERTS OF EXISTING STORM PIPE SYSTEM PRIOR TO
CONSTRUCTION. IF ANY DISCREPANCIES ARE
DETERMINED, CONTRACTOR SHALL CONTACT
FREELAND AND KAUFFMAN, INC.
SCALE:
HORIZONTAL SCALE: I" = 30'
VERTICAL SCALE: I" = 3'
STORM DRAIN PkDOFILES
REVISIONS I BY
U
z
Q � O
G ` �J,
c N
LL (b Q.��
Q � o ON aQ
0 ,14 0
� 0 -o co
C 3: CO
G) c \ FE
Q)
Z
Q
W W
W
a
u_
&A4 0010
c U�
Z G?V
w
0
V
z
0
J
mm J
W Q Q
> J
W °w
Q u J-
a � =000
m
W >
�Q��
o u Q O
z Uu Q00
;
N
i ,
W
0
Z
15" RCP
IE IN= 362.54
36"
RCP
Ln
0
w W � mQI
0
~ W �� Z Q
O U)
ou EXISTING GRADE PROPOSED GRADE 36" RCP
IE IN= 351.54
`1' Lo O. W WI
108 LF OF EXISTING
24" RCP
21.53% SLOPE
Qio = 106.6 CFS
Vio = 33.9 FT /S
LO
GO
2
U
II EX12
i W
! J
Q q1
ZIP �I
co
0
o�
I
I
I
L,
r
I
I
RETAINING -
I 380 WALL
36"
RCP
r�
a L (f)
O
Li 350 W
I
i
PROPOSED
GRADE
/ I
i
I EXISTING
I GRADE
I I I
I Inl I
I II I
I II I
l Ir
I i
18" CPP
IE IN 378.8 I
/ I
/ I
/ I
i / I
1 I
/ I
I '
/i
/
1
/ I
l �
i
i
REFER TO ,
RETAINING WALL
PLANS FOR
DETAILS.
I
I
I
� o
c ,
co
li
I 0.
O:
W WI
110 LF OF 36"
RCP (CLASS V)
o 8.71% SLOPE
Qio = 16.9 CFS
V,o = 6.7 FT /S
1-48" CPP
IE IN 380.63
I
I
I
I
I
I
I
I
1
I
I
0
1
i
EXISTING
24" RCP
390
380
370
360
350
-N
N ;
2 U
�C
0�
ZF
2P
RAISE TOP OF EX.
MANHOLE TO ELEV.
374.0
15" RCP
IE IN 368.7
I
I
II
It
EX. 42"
RCP
0;
0
N
I
r
i i
^ cJn W
L
z W ^ ..
Q ~
�� a Q = 'I U) UJ a: (f) zl
c4 W �� �-
u _J Q d
�� �W 0 WU)O� Q W�� U
=0 U �O o Q z0(f) 0
I
I
I �
I I
I I
I I
I
RETAINING
WALL
I
I
RETAINING
WALL
I I
. I
PROPOSED
GRADE
I
I
2" DIA HOLE S ALL
BE BLOC<ED LPON EXISTING
COMPLETION OF GRADE
EROSION CONTROL. _ _ _ ^ _ _ \
,.
15" RCP
IE IN = 362.54
15" RCP
IE IN 361.5
EXISTING 24" PIPE
Its. IN 351.64
n I
1.
I I
I
, I
I
- -2' DEEP RIP -RAP
rn
0 0 Lq
c�l'1? co d' cn Ic
t
D a
z Oz Oz 0
W W W W W W t
108 LF OF 36"
RCP (CLASS V)
® 4.89% SLOPE
Quo = 124.9 CFS
Vio = 17.7 FT /S
52 LF OF 36"
RCP (CLASS V)
o 4.9% SLOPE
Quo = 17.7 CFS
Vio = 2.5 FT /S
59 LF OF 36"
RCP (CLASS V)
o 4.08% SLOPE
Quo = 17.7 CFS
Vio = 2.67 FT /S
cf)
N
�D
X14 4 18
0 W
Z z
z, c'.
co a
0
X
::)ICD
W N
W cC
I
L
'EXISTING
GRADE
PROPOSED
GRADE
IL — —
n
I II
I II
II
I I II
36" CPP
IE =365.5
-REFER TO
RETAINING WALL
PLANS FOR
DETAILS.
J
36" RCP
N
co
I-
O
W
48" CPP
IE IN 380.27
II
II
J I
I
CONVERT INTO
GRATE INLET
50 LF OF EXISTING
48" CPP
® 1.54% SLOPE
Qio = 5.98 CFS
Vb = 2.63 FT /S
NOTE TO CONTRACTOR:
CONTPACTOR SHALL FIELD VERIFY PIPE SIZE AND
INVEQTS OF EXISTING STOQM PIPE SYSTEM PQIOR TO
CONSTPUCTION. IF ANY DISCQEPANCIES ARE
DETERMINED, CONTRACTOR SHALL CONTACT
FREELAND AND KAUFFMAN, INC.
SCALE
HORIZONTAL SCALE: I" = 30'
VERTICAL SCALE � I" = 3'
SirO�M Df�AIN P�O�ILES
U
z
z
Q
LL
UL
Q
�I
III
Z
Q
J
ll.l
W
DC
LL
�rn
c N
> In
p � c
Q .I
C U L(-) I
c�
�W
4 N
a) U) � °5
CO x
a3 0
<, rn -
o
�.4
w U �0 2
z .1y
Mai o
�
4 4�
V
z_
—J U
J
(n Q do
Z C)
W
U - m
> oha
= . 0 co
W >
U) cn zv<
z ui Q�v
�w �- _ > Was
�t � o
° p 7
U pl a Il
QQ Q
Z �o
U m"
Q
Q
�
ui
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
cis
OF 35 SHEETS
r W
W w
108 LF OF EXISTING
24" RCP
21.53% SLOPE
Qio = 106.6 CFS
Vio = 33.9 FT /S
LO
GO
2
U
II EX12
i W
! J
Q q1
ZIP �I
co
0
o�
I
I
I
L,
r
I
I
RETAINING -
I 380 WALL
36"
RCP
r�
a L (f)
O
Li 350 W
I
i
PROPOSED
GRADE
/ I
i
I EXISTING
I GRADE
I I I
I Inl I
I II I
I II I
l Ir
I i
18" CPP
IE IN 378.8 I
/ I
/ I
/ I
i / I
1 I
/ I
I '
/i
/
1
/ I
l �
i
i
REFER TO ,
RETAINING WALL
PLANS FOR
DETAILS.
I
I
I
� o
c ,
co
li
I 0.
O:
W WI
110 LF OF 36"
RCP (CLASS V)
o 8.71% SLOPE
Qio = 16.9 CFS
V,o = 6.7 FT /S
1-48" CPP
IE IN 380.63
I
I
I
I
I
I
I
I
1
I
I
0
1
i
EXISTING
24" RCP
390
380
370
360
350
-N
N ;
2 U
�C
0�
ZF
2P
RAISE TOP OF EX.
MANHOLE TO ELEV.
374.0
15" RCP
IE IN 368.7
I
I
II
It
EX. 42"
RCP
0;
0
N
I
r
i i
^ cJn W
L
z W ^ ..
Q ~
�� a Q = 'I U) UJ a: (f) zl
c4 W �� �-
u _J Q d
�� �W 0 WU)O� Q W�� U
=0 U �O o Q z0(f) 0
I
I
I �
I I
I I
I I
I
RETAINING
WALL
I
I
RETAINING
WALL
I I
. I
PROPOSED
GRADE
I
I
2" DIA HOLE S ALL
BE BLOC<ED LPON EXISTING
COMPLETION OF GRADE
EROSION CONTROL. _ _ _ ^ _ _ \
,.
15" RCP
IE IN = 362.54
15" RCP
IE IN 361.5
EXISTING 24" PIPE
Its. IN 351.64
n I
1.
I I
I
, I
I
- -2' DEEP RIP -RAP
rn
0 0 Lq
c�l'1? co d' cn Ic
t
D a
z Oz Oz 0
W W W W W W t
108 LF OF 36"
RCP (CLASS V)
® 4.89% SLOPE
Quo = 124.9 CFS
Vio = 17.7 FT /S
52 LF OF 36"
RCP (CLASS V)
o 4.9% SLOPE
Quo = 17.7 CFS
Vio = 2.5 FT /S
59 LF OF 36"
RCP (CLASS V)
o 4.08% SLOPE
Quo = 17.7 CFS
Vio = 2.67 FT /S
cf)
N
�D
X14 4 18
0 W
Z z
z, c'.
co a
0
X
::)ICD
W N
W cC
I
L
'EXISTING
GRADE
PROPOSED
GRADE
IL — —
n
I II
I II
II
I I II
36" CPP
IE =365.5
-REFER TO
RETAINING WALL
PLANS FOR
DETAILS.
J
36" RCP
N
co
I-
O
W
48" CPP
IE IN 380.27
II
II
J I
I
CONVERT INTO
GRATE INLET
50 LF OF EXISTING
48" CPP
® 1.54% SLOPE
Qio = 5.98 CFS
Vb = 2.63 FT /S
NOTE TO CONTRACTOR:
CONTPACTOR SHALL FIELD VERIFY PIPE SIZE AND
INVEQTS OF EXISTING STOQM PIPE SYSTEM PQIOR TO
CONSTPUCTION. IF ANY DISCQEPANCIES ARE
DETERMINED, CONTRACTOR SHALL CONTACT
FREELAND AND KAUFFMAN, INC.
SCALE
HORIZONTAL SCALE: I" = 30'
VERTICAL SCALE � I" = 3'
SirO�M Df�AIN P�O�ILES
U
z
z
Q
LL
UL
Q
�I
III
Z
Q
J
ll.l
W
DC
LL
�rn
c N
> In
p � c
Q .I
C U L(-) I
c�
�W
4 N
a) U) � °5
CO x
a3 0
<, rn -
o
�.4
w U �0 2
z .1y
Mai o
�
4 4�
V
z_
—J U
J
(n Q do
Z C)
W
U - m
> oha
= . 0 co
W >
U) cn zv<
z ui Q�v
�w �- _ > Was
�t � o
° p 7
U pl a Il
QQ Q
Z �o
U m"
Q
Q
�
ui
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
cis
OF 35 SHEETS
I
L,
r
I
I
RETAINING -
I 380 WALL
36"
RCP
r�
a L (f)
O
Li 350 W
I
i
PROPOSED
GRADE
/ I
i
I EXISTING
I GRADE
I I I
I Inl I
I II I
I II I
l Ir
I i
18" CPP
IE IN 378.8 I
/ I
/ I
/ I
i / I
1 I
/ I
I '
/i
/
1
/ I
l �
i
i
REFER TO ,
RETAINING WALL
PLANS FOR
DETAILS.
I
I
I
� o
c ,
co
li
I 0.
O:
W WI
110 LF OF 36"
RCP (CLASS V)
o 8.71% SLOPE
Qio = 16.9 CFS
V,o = 6.7 FT /S
1-48" CPP
IE IN 380.63
I
I
I
I
I
I
I
I
1
I
I
0
1
i
EXISTING
24" RCP
390
380
370
360
350
-N
N ;
2 U
�C
0�
ZF
2P
RAISE TOP OF EX.
MANHOLE TO ELEV.
374.0
15" RCP
IE IN 368.7
I
I
II
It
EX. 42"
RCP
0;
0
N
I
r
i i
^ cJn W
L
z W ^ ..
Q ~
�� a Q = 'I U) UJ a: (f) zl
c4 W �� �-
u _J Q d
�� �W 0 WU)O� Q W�� U
=0 U �O o Q z0(f) 0
I
I
I �
I I
I I
I I
I
RETAINING
WALL
I
I
RETAINING
WALL
I I
. I
PROPOSED
GRADE
I
I
2" DIA HOLE S ALL
BE BLOC<ED LPON EXISTING
COMPLETION OF GRADE
EROSION CONTROL. _ _ _ ^ _ _ \
,.
15" RCP
IE IN = 362.54
15" RCP
IE IN 361.5
EXISTING 24" PIPE
Its. IN 351.64
n I
1.
I I
I
, I
I
- -2' DEEP RIP -RAP
rn
0 0 Lq
c�l'1? co d' cn Ic
t
D a
z Oz Oz 0
W W W W W W t
108 LF OF 36"
RCP (CLASS V)
® 4.89% SLOPE
Quo = 124.9 CFS
Vio = 17.7 FT /S
52 LF OF 36"
RCP (CLASS V)
o 4.9% SLOPE
Quo = 17.7 CFS
Vio = 2.5 FT /S
59 LF OF 36"
RCP (CLASS V)
o 4.08% SLOPE
Quo = 17.7 CFS
Vio = 2.67 FT /S
cf)
N
�D
X14 4 18
0 W
Z z
z, c'.
co a
0
X
::)ICD
W N
W cC
I
L
'EXISTING
GRADE
PROPOSED
GRADE
IL — —
n
I II
I II
II
I I II
36" CPP
IE =365.5
-REFER TO
RETAINING WALL
PLANS FOR
DETAILS.
J
36" RCP
N
co
I-
O
W
48" CPP
IE IN 380.27
II
II
J I
I
CONVERT INTO
GRATE INLET
50 LF OF EXISTING
48" CPP
® 1.54% SLOPE
Qio = 5.98 CFS
Vb = 2.63 FT /S
NOTE TO CONTRACTOR:
CONTPACTOR SHALL FIELD VERIFY PIPE SIZE AND
INVEQTS OF EXISTING STOQM PIPE SYSTEM PQIOR TO
CONSTPUCTION. IF ANY DISCQEPANCIES ARE
DETERMINED, CONTRACTOR SHALL CONTACT
FREELAND AND KAUFFMAN, INC.
SCALE
HORIZONTAL SCALE: I" = 30'
VERTICAL SCALE � I" = 3'
SirO�M Df�AIN P�O�ILES
U
z
z
Q
LL
UL
Q
�I
III
Z
Q
J
ll.l
W
DC
LL
�rn
c N
> In
p � c
Q .I
C U L(-) I
c�
�W
4 N
a) U) � °5
CO x
a3 0
<, rn -
o
�.4
w U �0 2
z .1y
Mai o
�
4 4�
V
z_
—J U
J
(n Q do
Z C)
W
U - m
> oha
= . 0 co
W >
U) cn zv<
z ui Q�v
�w �- _ > Was
�t � o
° p 7
U pl a Il
QQ Q
Z �o
U m"
Q
Q
�
ui
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
cis
OF 35 SHEETS
110 LF OF 36"
RCP (CLASS V)
o 8.71% SLOPE
Qio = 16.9 CFS
V,o = 6.7 FT /S
1-48" CPP
IE IN 380.63
I
I
I
I
I
I
I
I
1
I
I
0
1
i
EXISTING
24" RCP
390
380
370
360
350
-N
N ;
2 U
�C
0�
ZF
2P
RAISE TOP OF EX.
MANHOLE TO ELEV.
374.0
15" RCP
IE IN 368.7
I
I
II
It
EX. 42"
RCP
0;
0
N
I
r
i i
^ cJn W
L
z W ^ ..
Q ~
�� a Q = 'I U) UJ a: (f) zl
c4 W �� �-
u _J Q d
�� �W 0 WU)O� Q W�� U
=0 U �O o Q z0(f) 0
I
I
I �
I I
I I
I I
I
RETAINING
WALL
I
I
RETAINING
WALL
I I
. I
PROPOSED
GRADE
I
I
2" DIA HOLE S ALL
BE BLOC<ED LPON EXISTING
COMPLETION OF GRADE
EROSION CONTROL. _ _ _ ^ _ _ \
,.
15" RCP
IE IN = 362.54
15" RCP
IE IN 361.5
EXISTING 24" PIPE
Its. IN 351.64
n I
1.
I I
I
, I
I
- -2' DEEP RIP -RAP
rn
0 0 Lq
c�l'1? co d' cn Ic
t
D a
z Oz Oz 0
W W W W W W t
108 LF OF 36"
RCP (CLASS V)
® 4.89% SLOPE
Quo = 124.9 CFS
Vio = 17.7 FT /S
52 LF OF 36"
RCP (CLASS V)
o 4.9% SLOPE
Quo = 17.7 CFS
Vio = 2.5 FT /S
59 LF OF 36"
RCP (CLASS V)
o 4.08% SLOPE
Quo = 17.7 CFS
Vio = 2.67 FT /S
cf)
N
�D
X14 4 18
0 W
Z z
z, c'.
co a
0
X
::)ICD
W N
W cC
I
L
'EXISTING
GRADE
PROPOSED
GRADE
IL — —
n
I II
I II
II
I I II
36" CPP
IE =365.5
-REFER TO
RETAINING WALL
PLANS FOR
DETAILS.
J
36" RCP
N
co
I-
O
W
48" CPP
IE IN 380.27
II
II
J I
I
CONVERT INTO
GRATE INLET
50 LF OF EXISTING
48" CPP
® 1.54% SLOPE
Qio = 5.98 CFS
Vb = 2.63 FT /S
NOTE TO CONTRACTOR:
CONTPACTOR SHALL FIELD VERIFY PIPE SIZE AND
INVEQTS OF EXISTING STOQM PIPE SYSTEM PQIOR TO
CONSTPUCTION. IF ANY DISCQEPANCIES ARE
DETERMINED, CONTRACTOR SHALL CONTACT
FREELAND AND KAUFFMAN, INC.
SCALE
HORIZONTAL SCALE: I" = 30'
VERTICAL SCALE � I" = 3'
SirO�M Df�AIN P�O�ILES
U
z
z
Q
LL
UL
Q
�I
III
Z
Q
J
ll.l
W
DC
LL
�rn
c N
> In
p � c
Q .I
C U L(-) I
c�
�W
4 N
a) U) � °5
CO x
a3 0
<, rn -
o
�.4
w U �0 2
z .1y
Mai o
�
4 4�
V
z_
—J U
J
(n Q do
Z C)
W
U - m
> oha
= . 0 co
W >
U) cn zv<
z ui Q�v
�w �- _ > Was
�t � o
° p 7
U pl a Il
QQ Q
Z �o
U m"
Q
Q
�
ui
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
cis
OF 35 SHEETS
108 LF OF 36"
RCP (CLASS V)
® 4.89% SLOPE
Quo = 124.9 CFS
Vio = 17.7 FT /S
52 LF OF 36"
RCP (CLASS V)
o 4.9% SLOPE
Quo = 17.7 CFS
Vio = 2.5 FT /S
59 LF OF 36"
RCP (CLASS V)
o 4.08% SLOPE
Quo = 17.7 CFS
Vio = 2.67 FT /S
cf)
N
�D
X14 4 18
0 W
Z z
z, c'.
co a
0
X
::)ICD
W N
W cC
I
L
'EXISTING
GRADE
PROPOSED
GRADE
IL — —
n
I II
I II
II
I I II
36" CPP
IE =365.5
-REFER TO
RETAINING WALL
PLANS FOR
DETAILS.
J
36" RCP
N
co
I-
O
W
48" CPP
IE IN 380.27
II
II
J I
I
CONVERT INTO
GRATE INLET
50 LF OF EXISTING
48" CPP
® 1.54% SLOPE
Qio = 5.98 CFS
Vb = 2.63 FT /S
NOTE TO CONTRACTOR:
CONTPACTOR SHALL FIELD VERIFY PIPE SIZE AND
INVEQTS OF EXISTING STOQM PIPE SYSTEM PQIOR TO
CONSTPUCTION. IF ANY DISCQEPANCIES ARE
DETERMINED, CONTRACTOR SHALL CONTACT
FREELAND AND KAUFFMAN, INC.
SCALE
HORIZONTAL SCALE: I" = 30'
VERTICAL SCALE � I" = 3'
SirO�M Df�AIN P�O�ILES
U
z
z
Q
LL
UL
Q
�I
III
Z
Q
J
ll.l
W
DC
LL
�rn
c N
> In
p � c
Q .I
C U L(-) I
c�
�W
4 N
a) U) � °5
CO x
a3 0
<, rn -
o
�.4
w U �0 2
z .1y
Mai o
�
4 4�
V
z_
—J U
J
(n Q do
Z C)
W
U - m
> oha
= . 0 co
W >
U) cn zv<
z ui Q�v
�w �- _ > Was
�t � o
° p 7
U pl a Il
QQ Q
Z �o
U m"
Q
Q
�
ui
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
cis
OF 35 SHEETS
'EXISTING
GRADE
PROPOSED
GRADE
IL — —
n
I II
I II
II
I I II
36" CPP
IE =365.5
-REFER TO
RETAINING WALL
PLANS FOR
DETAILS.
J
36" RCP
N
co
I-
O
W
48" CPP
IE IN 380.27
II
II
J I
I
CONVERT INTO
GRATE INLET
50 LF OF EXISTING
48" CPP
® 1.54% SLOPE
Qio = 5.98 CFS
Vb = 2.63 FT /S
NOTE TO CONTRACTOR:
CONTPACTOR SHALL FIELD VERIFY PIPE SIZE AND
INVEQTS OF EXISTING STOQM PIPE SYSTEM PQIOR TO
CONSTPUCTION. IF ANY DISCQEPANCIES ARE
DETERMINED, CONTRACTOR SHALL CONTACT
FREELAND AND KAUFFMAN, INC.
SCALE
HORIZONTAL SCALE: I" = 30'
VERTICAL SCALE � I" = 3'
SirO�M Df�AIN P�O�ILES
U
z
z
Q
LL
UL
Q
�I
III
Z
Q
J
ll.l
W
DC
LL
�rn
c N
> In
p � c
Q .I
C U L(-) I
c�
�W
4 N
a) U) � °5
CO x
a3 0
<, rn -
o
�.4
w U �0 2
z .1y
Mai o
�
4 4�
V
z_
—J U
J
(n Q do
Z C)
W
U - m
> oha
= . 0 co
W >
U) cn zv<
z ui Q�v
�w �- _ > Was
�t � o
° p 7
U pl a Il
QQ Q
Z �o
U m"
Q
Q
�
ui
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
cis
OF 35 SHEETS
w U �0 2
z .1y
Mai o
�
4 4�
V
z_
—J U
J
(n Q do
Z C)
W
U - m
> oha
= . 0 co
W >
U) cn zv<
z ui Q�v
�w �- _ > Was
�t � o
° p 7
U pl a Il
QQ Q
Z �o
U m"
Q
Q
�
ui
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
cis
OF 35 SHEETS
9� F
W
25
0
W
_ cf)
�—
(n
W
WD
-J01
z-
Ecn
z��
r
N
20
0
O10 O
W
WOtr-
-j
GRADE
zWW
CONVERT INTO
:1
0
Opzw
I
QO0
PPOFILES
U0o
t
I
I
>ot
I
48" CPP
IE IN 380.47
380
IN
36"
RCP
PROPOSE
GRADE
z
0
z
W
W
p�
z)
D>-
EXISTING 0 U)
cz
GRADE 0
W
p
z
EXISTING 24" RCP
IE IN = 351.64
36" RCP I
IE IN 351154
.q I O
Lo
M
In to IN MI
00z
— O
WW W
3
PET/
WAL
23 24
� N
7�4-
s
u
Y
l
eN
[C : •
370
360
350
24
25
I
I
I
I
_ cf)
�—
(n
W
WD
-J01
J(n�
1
Ecn
(
r
N
20
0
00`o
HORIZONTAL SCALE: I" = 30'
'
400
I
I
390
GRADE
WIGPADE 5" RCP
15"
E IN 390.5
RCP
EXISTING
BACKFILL MATERIAL
REFER TO VDOT
DETAIL 107.01
380 I 1
d�
� 00 ICI
0z O
WW W
22 LF OF 15"
RCP (CLASS III)
® 0.91% SLOPE
Quo = 2.06 CFS
Vio = 2.56 FT /S
19 WON
X14
W
J
0
_�
z
Q p,
2I�
LL
i
�
— I
I
I
I
I
I
3O
EXISTING
GRADE
PIPE (SIZE
160 LF OF 15"
UNKNOWN)
I
r
N
I
'
HORIZONTAL SCALE: I" = 30'
'
I
I
EXISTING--/
I
GRADE
Qa = 0.74 CFS
Vo = 0.6 FT /S
CONVERT INTO
-
0
ill
X15
�I
W
J
z
CD
Ulrn
W �[
72 LF OF EXISTING
48" CPP
® 1.06% SLOPE
Qio = 1.04 CFS
Vp = 0.3 FT /S
I
r EXISTING
18" CPP
n
V
D
it
u
NOTE TO CONTRACTOR
CONTRAC I Oft SHALL FIELD VERIFY PIPE SIZE AND
INVERTS OF EXISTING STOf2M PIPE SYSTEM PRIOR TO
CONSTf2UCTION. IF ANY DISCf2EPANCIES Af2E
DETEf2MINED, CONTRACTOf2 SHALL CONTACT
FQEELAND AND KAUFFMAN, INC.
oc
I
PROPOSED
I
GRADE
I
160 LF OF 15"
I
I I
1 I
/ I
�
I
RCP (CLASS IV)
I
'
HORIZONTAL SCALE: I" = 30'
'
I
I
EXISTING--/
I
GRADE
Qa = 0.74 CFS
Vo = 0.6 FT /S
CONVERT INTO
Quo = 3.14 CFS
Vio = 5.97 FT /S
MANHOLE
I
I
I
I
PPOFILES
t
I
I
I
48" CPP
IE IN 380.47
IN
c�
01
O
Go
D
z
0
W
W'
72 LF OF EXISTING
48" CPP
® 1.06% SLOPE
Qio = 1.04 CFS
Vp = 0.3 FT /S
I
r EXISTING
18" CPP
n
V
D
it
u
NOTE TO CONTRACTOR
CONTRAC I Oft SHALL FIELD VERIFY PIPE SIZE AND
INVERTS OF EXISTING STOf2M PIPE SYSTEM PRIOR TO
CONSTf2UCTION. IF ANY DISCf2EPANCIES Af2E
DETEf2MINED, CONTRACTOf2 SHALL CONTACT
FQEELAND AND KAUFFMAN, INC.
REVISIONS I BY
U
z
Q o
�ON
u � N
IL > Lo
Q o"
Q Q p 0"(30
cc c) ON
� � \
ON
�o
a_>
Q U
W W
W
Di
u-
04404#00
VA 4G, \A
r �
cn ¢ p ,®
®�- a 'Z'o
®� �O e
V
z
0
� U
J
J
(n Q d o
> z co
W
U °�
> —j (j)
m LU > � CID
co
W (� z
z W � ()r
� w � >af
O ~ oa?W
Q1 ���o
~ DC o�Q
U Q
0I
Qz
U m"
Q
Q
W
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
C19
OF 35 SI-EETS
SCALE:
21 LF OF 15"
51 LF OF 15"
160 LF OF 15"
132 LF OF 15"
RCP (CLASS III)
RCP (CLASS IV)
RCP (CLASS III)
RCP (CLASS III)
HORIZONTAL SCALE: I" = 30'
® 2.2% SLOPE
® 0.98% SLOPE
® 2.81% SLOPE
® 3.41% SLOPE
VERTICAL SCALE; I" = 3'
Qa = 0.74 CFS
Vo = 0.6 FT /S
Qp = 3.01 CFS
Vio = 2.45 FT /S
Quo = 3.14 CFS
Vio = 5.97 FT /S
Qio = 1.39 CFS
Vio = 4.85 FT /S
STORM DRAIN
PPOFILES
REVISIONS I BY
U
z
Q o
�ON
u � N
IL > Lo
Q o"
Q Q p 0"(30
cc c) ON
� � \
ON
�o
a_>
Q U
W W
W
Di
u-
04404#00
VA 4G, \A
r �
cn ¢ p ,®
®�- a 'Z'o
®� �O e
V
z
0
� U
J
J
(n Q d o
> z co
W
U °�
> —j (j)
m LU > � CID
co
W (� z
z W � ()r
� w � >af
O ~ oa?W
Q1 ���o
~ DC o�Q
U Q
0I
Qz
U m"
Q
Q
W
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
AS SHOWN
SHEET
C19
OF 35 SI-EETS
E;
SHARE TO ELEVATION
OF MID -POINT OF
LARGEST PIPE.
I
I
I
I
I
SLOPE TO DRAIN TO INVERT
= IPE
CTION A -A OF OUTLET P
IF TREATMENT IN DROP INLETS
9
SLOPE TO DRAM ,
" OUTLET PIPE
SECT NL1ry 8 -8
PLAN
METHOD OF TREATMENT IN MANHOLES
STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS
302 VIROM DEPARTMENT OF TRANSPORTATION
t0t1.66
A
L
f-^5 BARS 0 B" C -C TYP.
.
CAST
FOR FURTHER GAL
GALV.
.;
I I I
I I I I
1 111_1
I r.�TER
WILL BE MEASURED FROM THE INVERT OF
''I
:.
JOINT
•�'
� .
T
-F� I
I I I I
T
I
I ____i
CONECTr
•�
CONT fR1 FIELBd
0 COARR
CCTOq M CONDITIONS.
OF THE STRUCTURE SHAD. BE SHAPED
3. WHEN SPECIFED ON THE PLANS THE
Il DD.TF NG
INVERT IS TO BE SHAPED N ACCORDANCE
3'
WITH STANDARD IS -1. THE COST OF
A
J
B
STRUCTURE LALL T VARIES
SECTION A -A
NOTES
1 STANDARD �I M '3 �ANCTIONY DOTES ND DROP INMEn VM TH�FEIOFiT3 OKATER
THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHAH BE & TO 12' WTTH
NO SAFETY SLAB LO�CAATgE�D WITHIN 5 FEET OF THE TOP OR BOTTOM OF THE
&TV'4 METER OR lA "Nffl SHALL NOT BE LOCATED BELOW ANY INLET PPE OF
2. THE COST OF THE SL -1 IS iNCLMM IN THE COST OF THE STRUCTURE.
3. ACCESS OPENINGS ARE TO BE STAQGERED FROM ONE SIDE OF STRUCTURE TO THE
OTHER WHERE MPII CABLE. STEPS ARE TO BE STAGGERED ACCORDMgLY,
4. SAFETY SLAB MAY BE C11ST IN PLACE OR PRECAST. CAST N PACE CONCRETE TO BE
CRABS A3 IMOD PST. CAST CONCRETE L5 TO BE M t POD. FIETNFORCrNG
STEEL TO BE IN ACCORDANCE MTN A094TO M31. SgUA
0. LESS TiW1 flEEAYCCESS�OPE�IG SHA L 30- RECTANGULAR (STRUCTURE WIDTH BY
30" LONG).
0 w CC--C TYR
SECTION B -B
B
J
SL -1
DRAWINGS
CAST
FOR FURTHER GAL
GALV.
TOP OF FILM
p"
i 5 BARS r 5" C-C TYP.
WILL BE MEASURED FROM THE INVERT OF
BB ±
3 LRS
j 43.6 185
JOINT
TYPICAL. PRECAST
UNIT
�1� TYPICAL CONCRETE SAFETY SLAB
302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES FIU.
VROINIA DEPARTMENT OF TRANSPORTATION 106.14
OM2g28,2C
,RAT BACK OF SIDEWALK
�
A f- BARS -1 r N•-M
>� •• 5" C 1
FACE OF CUBS
AM CONTROL o
4'-2" B I -c
3'-6"
Ls.- A PLAN VIEW
OR NOTE D
B
V JOINT _ 1 GAIN.
BARS A -1
r 101, C-C
• ' BAAS B
r 1o" C-C
o a to
&OW
o° c -c
17 SECTION B -B
MAX. 2'-
eARS °112'x'/4" D
GAIN'. Mcalf a
tv#'
GALVARM MC 6 x T$ ' T ° d ' ' 'B �'q E WA 4'10 SECTfuN D -D
a. -C N1W r_
1 2" i 6
s •e ea
3" � E WELD ALL
SEE NOTE a V ° x 41•
scuo SRIEAR
SECTION C -C CONNECTOR
FRONT ELEVATION AI ECREASE TO 1" TO COLLAR.
WHEN USED SECTION E -E
01-ZA DI-20 WITH
" WARPED GUTTER
1--" 1 1 BARS Art APPROACH GUTTER
- I 7"
r r r
1 1 � J ■
I 1 I 1- � b x /. I.
z i I i Fr BARS A-1 r� a BENT �PLArES 1 xv4 ACH
1
BARS 1 �S' C-C s SURFACE OF
FOR USE ON GRADES M� r 1 I I�°C
IV C
011-2c r. L .I BARS C-C l4 02
TYPE A W A',I TYPE B
FIDw 1 i - NOTE 3 NOSE DETAILS
- TYPE A NOSE OETAL SHALL BE USED WITH CO -7 STANDARD.
_ _ I TYPE S NOSE DETA& MML BE USED W17H CG -6 STANDARD.
GALVANIZED PLATE FOR TYPE A TO BE T t]N AH NNNq E
FOR USE N SAD S SECTION A -A OF 56' 30' AND 15 TO BE ANCHIORE0 WITH 'j�7f4" STUD
BOTH SIDES TO BE SYMMETRX AL FOR STEP DETALS SEE STD.ST -1. SHEAR CONNECTORS WELDED TO BENT PE AT 2'C-C.
"°F 2 NN _ STANDARD CURB DROP INLET - REFEERRE.NCE
12 24 PIPE MAXIMUM DEPTH (H) 9 233
REV. 71 144.03 VMW DEPARTMENT OF TRA!$PCRTATION 302
MH-2
f NEPAL IWTES- PREcAs SEET SP►IE�ETS AND
103.01- 103.11
I
I
SPACER UNIT
I
OR °
TOP ( UNIT
TAPER
T e,
I
FMMR liar °
- - - ARE- ER_ RISER UNIT
RISER UNIT
MONOLITHIC REDUCER UNIT
BASE - - - -
BASE (UNIT ° SASEI UNIT
-T
l I I
I
f00TNNG FOOTING
PRECAST MANHOLE RT5
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
-Z771 .7
�! /2 SECTION CAST KRON %2 SECTION STEEL NOTES
2' 7"
LUGS TO BE V-31/2" L 2V2° x 2%2•' x' /4"
CAST WITH 1. DEPTH OF INLET (H) TO BE SHOWN ON
COLLAR 10'-4" LONG PLANS.FOR DEPTH GREATER THAN 10'USE
- - STANDARD 01-1A
A A r
OPTIONAL a
: @RACE RIBS
9'/2" ' -7" we
4•-2'1
PLAN '/T x f/T x 4 I
CAST
B
GALV.
TOP OF FILM
IRON
STEEL
WILL BE MEASURED FROM THE INVERT OF
BB ±
3 LRS
j 43.6 185
JOINT
INCLUDING
INCLUDING
,T
LUGS
CONECTr
CONNECTORS
PLAN '/T x f/T x 4 I
NO PROJECTION OF PIPE ABOVE GROUND LINE
B
2. THE "H" OWNSION SHOWN ON THE
TOP OF FILM
STANDARDS AND SPECIFIED ON THE PLANS
L
tGRATE REMOVED) �l
WILL BE MEASURED FROM THE INVERT OF
RtNk WELDED
THE OUTFALL PIPE TO THE TOP OF THE
JOINT
STRUCTURE. PLAN "H" DMENSIONS ARE
rrr
' ROCK OR
0.12" rr rr UNYIELDING
APPROXIMATE ONLY FOR ESTIMATING
WELO ALL
PURPOSES AD THE ACTUAL DIMENSIONS
CONNECTORS
CONT fR1 FIELBd
0 COARR
CCTOq M CONDITIONS.
OF THE STRUCTURE SHAD. BE SHAPED
3. WHEN SPECIFED ON THE PLANS THE
Il DD.TF NG
INVERT IS TO BE SHAPED N ACCORDANCE
3'
WITH STANDARD IS -1. THE COST OF
WITH CEMENT MORTAR TO PREVENT
F'UR11SHIIG AND PLACING ALL MATERIALS
.
INCIDENTAL TO THE SHAPING IS TO BE
SECTION B -B
INCLUDED IN THE 897 PRICE FOR TK
PLAN '/T x f/T x 4 I
NO PROJECTION OF PIPE ABOVE GROUND LINE
%2•' x 4°
TOP OF FILL
TOP OF FILM
STRUCTURE.
L
tGRATE REMOVED) �l
9' " S71,1D C ORS
^rrrr rrrr
4.
2.4 THE EVENT THE INVERT OF THE
S5EEE�
rrr
' ROCK OR
0.12" rr rr UNYIELDING
p.g'• rr EARTH
d
OUTFALL PPE IS HIGHER THAN THE
BOTTOM OF THE STRUCTURE. THE INVERT
'I" DETAIL A
�D /2 � 4"
10/2 +
aA2
OF THE STRUCTURE SHAD. BE SHAPED
Il DD.TF NG
1;4 it
3'
b
WITH CEMENT MORTAR TO PREVENT
=
.
1 /10 D MA
X F4-D X N
SECTION B -B
ML /10 O jMN. -
TO BE PROVIDED BY CONTECH
STANDING OR PONDING OF WATER IN THE
N
VA
MIN. S"•
MAX. 24"
FOUNDATION SOFT, YIELDING, OR
COLLAR DETAIL WIN RASED
ROCK FOUNDATION
STRUCTURE. THE COST OF FURN 4ING
TSSH of BE INCIDENTAL
ra
2 R "
DOT
I MIN. 1.5 x B I MIN. 1,5 x 0
T
z
)„R MOT 1.5 x 0 _ 1 _ 16N_ L5 x 0
TOP OF
INLET SHAPING IS
IN THE 810 PRICE FOR THE STRUCTURE.
DMENSIONS FOR
CAST IRON ONLY RUMP NO WASTE DRAINS TO WATERWAYS
FILL
5.
STEPS ARE TO BE PROVIDED WHEN H IS
C -0" OR GREATER. FOR DETAILS SEE
H
6
H
rrrr _=rrr
� rfr
STANDARD STA
- rr rr ---
= rrirrrrrrrrri I rrirrrrrirrr -
- rrrirrrrrrr rrrrrrirri�
DETAIL B
0•t2" r "'+' 1.Y /r C
^rrrr
D•n rrrrrrrr rrrrrrrrrr
rrrrrrrr irrrYrrrr - GROUND
PRECAST MANHOLE (MP-2)
DETAIL A
d
0/2=
14.. EARTH
6.
TN- PI.IIITCE EM MAY 13E PRECAST OR CAST -
IN-
MIN. t /10
D X REDOING
MIN. 1 /10 .. _ UNYIELDING
n
X
X - B X (�E-
MEN. 1/'10 D „BEDDING EARTH
HARDWARE
2 8
-+I gE�
Y•
MIN. B ". ROCK FOUNDATION
7.
i4 X 8" SMOOTH DOWELS AT
MAX, 24"
OTHERWISE UNSUITABLE MATERIAL.
CLOTH
Y -3"
DET N
B
SPETIFICATKMS FOR GENERA. NOTES ON PIPE BEDDING SEE INSTALLATION OF PIPE CULVERTS
AND 6N
REGULAR BACKF&L MATERIAL IN ACCORDANCE STORM SEWERS GENERAL NOTES SHEET 1(17.00,
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS• CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
APPROXIMATELY 12" C-C TO BE
1 OF
2' -7"
4" DEPTH AGGR.
" " """�
I
302
�4G�la1A �
PLACED IN ALL AREAS ADJACENT
TO ABUTTING CONCRETE TO PREVENT
303
VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01
DOT
STD.
104.23
GRATE TYPE I.
i8% a. OR
i8 x 8" WIDTH
ME
D
DD
13
EXISTING MANHOLE
-�
T
_
SETTLEMENT.N LIEU OF DOWELS
A 2 "X4•' NOTCH MAY BE PROVIDED.
CONVE12T EXISTING MANHOLE INTO
JUNCTION BOX
14
EXISTING MANHOLE
V
-
15
EXISTING DROP INLET
-
CAp pT ER �� (CUR TO 395.9TO GRATE INLET
16
EXISTING DROP INLET
J
SEE STANDARD T-DI-3, 4 FOR
-
TV .p
J
• f1.
COLLAR
3" DIAMETER
SEEP HOES
-
18
EXISTING CURB INLET
-
CONVERT EXISTING CLOB INLET INTO GRATE MET
AND LOWER TOP ELEV. TO 387.0
19
EXISTING CURB INLET
ALTERNNATE E RESIGN.
E
s
z3
z
f2..
EXISTING DI-3C
SEE NOTE 8
DDDDDDDDDDDDDD
E CONVERT -LIST RIMTT EXISTING INLET INTO GRATE BEET
21
STANDARD DROP INLET (DI -1)
VA
DOT
STD.
104.01
22
CONNECTION TO UG DETENTION SYSTEM
VA
8,
3^ OINAETER WEEP HOLE WITH n "X12"
PLASTIC HARDWARE CLOTH /" MESH
OR GALVMZF STEEL WERE WIMUM
106.07
s
iv °�
a
ao `n
PRECAST MANHOLE (MIA-2)
VA
12 " -15'°
-113" OR
24
DDDDDDDDDODDDD
24
PRECAST MANHOLE (MP-2)
VA
DOT
STD.
106.07
25
CATCH BASIN STORMFILTER #3
-
-D
WTI DIAMETER 0 ANCHORED I MESH
HARDWARE CLOTH ANCHORED FIRMLY
TO BE PROVIDED BY CONTECH
iw iv
�;�-
VA
DOT
STD.
104.09
L = 6'
27
STANDARD CURB DROP INLET (DI -3B)
-
RELOCATED DI -3B
RI
CONNECTION TO UG DETENTION SYSTEM
-
TO THE OUTSIDE OF THE STRUCTURE.
► D "
I
D
D
D H
U
9.
CAST IN PLACE CONCRETE IS TO BE
A • a s
S�EE
1
CLASS A3 13000 PSI). PRECAST
PEED&
fANCRETE IS TO BE 4000 PSL
SECTION A -A f /2'�
L 1' �
� `
1" � J
: 2
�
17.
ANY ALTERNATE METHODS QE ANCHORAGE
MEETING THE APPROVAL OF THE
1
4^
AST TIRO
MAY BE SUBSTITUTED FOR THE CAST IRON
CONCRETE QUANTITIES FOR MIN. DEPTH
12" CONCRETE PIPE 1.440 CU. YD. CONCRETE
15 CONCRETE PPE - 1.525 CU. YD. CONCRETE
1ti I{
+�I�+
1•• �AT CAST IRONS
11.
LUGS AS SHOWN HEREON.
DUMP NO WASTE DRAINS TO WATERWAY
IB" CONCRETE PFE - 1.620 CU. YD. CONCRETE
GRATE 383 t IS LOS
LETTERING IS REQLOMO ON ALL DI -1
GRATES, LOCATION OF LETTERING MAY
24" CONCRETE PIPE 1.817 CU. YD, CONCRETE
SECTION C-C SECTION D-D
VARY BY MANUFACTURER.
AMDOIIOIONA FOOT Of DEPTH.
GRATE DETAIL
STANDARD DROP INLET
wyffam
1211 " 2411 PIPE:
MAXIMUM DEPTH (H) -
10'
233
REV 6/07
VIRG"A DEPARTMENT Of TRANSPORTATION
302
104,01
PB -1
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILM
hr GROUND LANE N
pr GROUND LN£
jr GROUN iE H
^rrrr rrrr
rrrr. rrrr
�'
rrr rr
10.12° 1 r r EARTH
rrr
' ROCK OR
0.12" rr rr UNYIELDING
p.g'• rr EARTH
d
d SOIL
d
�D /2 � 4"
10/2 +
aA2
CATCH BASIN STORMFILTER #1
Il DD.TF NG
1;4 it
3'
b
213
MANHOLE STORMFILTER
(7)
1 /10 D MA
X F4-D X N
MN 1/10 O 0 BEDDING
X �X
%10
ML /10 O jMN. -
TO BE PROVIDED BY CONTECH
AER.
H
% D - ;r6 X NNE -
VA
MIN. S"•
MAX. 24"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x B I MN. 1.5 x D
DOT
I MIN. 1.5 x B I MIN. 1,5 x 0
104.03
)„R MOT 1.5 x 0 _ 1 _ 16N_ L5 x 0
TOP OF
TOP OF FILL
FILL
1� TOP OF F111 Z j
N
H
6
H
rrrr _=rrr
� rfr
rr ^^rrrr -=
_ ^rrrr �r
= rr� r rr rir rr
- rr rr ---
= rrirrrrrrrrri I rrirrrrrirrr -
- rrrirrrrrrr rrrrrrirri�
0.12"
r d NINE
0•t2" r "'+' 1.Y /r C
^rrrr
D•n rrrrrrrr rrrrrrrrrr
rrrrrrrr irrrYrrrr - GROUND
PRECAST MANHOLE (MP-2)
d uNE
- -
d
0/2=
14.. EARTH
ROCK OR
J �
MIN. t /10
D X REDOING
MIN. 1 /10 .. _ UNYIELDING
n
X
X - B X (�E-
MEN. 1/'10 D „BEDDING EARTH
MOOING
MATERIAL
/E ��
MATERIAL
NORMAI. EARTH FOUNDATION
Y•
MIN. B ". ROCK FOUNDATION
FOUNDATION SOFT, YIELDING. OR
104.01
MAX, 24"
OTHERWISE UNSUITABLE MATERIAL.
MATERBAI. dN ACCORDANCE WITH NOTES:
SEBEIDOIiG
CTION 3D2 OF THE ROM AND BRIDGE
SPEC FICATIONS, FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFLL MATERIAL StALL BE
CLASS I BACNFILL MATERIAL, W ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE.
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPETIFICATKMS FOR GENERA. NOTES ON PIPE BEDDING SEE INSTALLATION OF PIPE CULVERTS
AND 6N
REGULAR BACKF&L MATERIAL IN ACCORDANCE STORM SEWERS GENERAL NOTES SHEET 1(17.00,
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS• CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
EMBANKMENT AGGREGATE WE 25 AND 26 MAY BE USED IN PLACE OF CLASS I SACNFILLJ
®
1 OF
PRECAST MANHOLE (MH -2)
INSTALLATION OF PIPE CULVERTS STORM SEWERS
DOT
LAND
CIRCULAR PIPE BEDDING AND BACKFLL - METHOD " A"
302
�4G�la1A �
REV B/O
303
VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01
STRUCTURE
NO.
DESCRIPTION
AND WIDTH OF STORM DRAIN BOX STRUCTURES SHALL BE MODIFIED TO FIT THE DESIGNED PIPE SIZE
REFERENCE
REMARKS
I
CONNECTION TO UG DETENTION SYSTEM
(2)
STORM DRAIN STRUCTURES TO BE CONSTRUCTED WITH BASE AND RISER AS PER DETAIL 103.01.
-
ALL
STORM DRAIN STRUCTURES TO CONFORM TO VDOT ROAD AND BRIDGE STANDARDS.
2
PRECAST MANHOLE (MH -2)
VA
DOT
STD.
106.07
BOTTOM OF
2A
CATCH BASIN STORMFILTER #1
ALL
STRUCTURES
-
(6)
TO BE PROVIDED BY CONTECH
213
MANHOLE STORMFILTER
(7)
FOR
-
BASIN STORMFILTER STRUCTURES, USE GRTATE AS SPECIFIED IN VDOT DETAIL DIA
TO BE PROVIDED BY CONTECH
3
PRECAST MANHOLE (MH -2)
VA
DOT
STD.
106.07
I
4
STANDARD CURB DROP INLET (DI -2C)
VA
DOT
STD.
104.03
L = 4'
5
CONNECTION TO UG DETENTION SYSTEM
-
6
STANDARD DROP INLET (DI -1)
VA
DOT
STD.
104.01
7
PRECAST MANHOLE (MP-2)
VA
DOT
STD.
106.07
J �
7A
EXISTING MANHOLE
-
8
STANDARD DROP INLET (DI -1)
VA
DOT
STD.
104.01
9
PRECAST MANHOLE (MH -2)
VA
DOT
STD.
106.07
10
PRECAST MANHOLE (MH -2)
VA
DOT
STD.
106.07
�4G�la1A �
II
STANDARD MEDIAN DROP INLET (DI -7)
VA
DOT
STD.
104.23
GRATE TYPE I.
12
EXISTING MANHOLE
7 Lj
-
13
EXISTING MANHOLE
_
CONVE12T EXISTING MANHOLE INTO
JUNCTION BOX
14
EXISTING MANHOLE
V
-
15
EXISTING DROP INLET
-
CAp pT ER �� (CUR TO 395.9TO GRATE INLET
16
EXISTING DROP INLET
J
-
J
17
EXISTING MANHOLE
Q
-
18
EXISTING CURB INLET
-
CONVERT EXISTING CLOB INLET INTO GRATE MET
AND LOWER TOP ELEV. TO 387.0
19
EXISTING CURB INLET
-
20
EXISTING DI-3C
-
z C
E CONVERT -LIST RIMTT EXISTING INLET INTO GRATE BEET
21
STANDARD DROP INLET (DI -1)
VA
DOT
STD.
104.01
22
CONNECTION TO UG DETENTION SYSTEM
VA
DOT
STD.
106.07
23
PRECAST MANHOLE (MIA-2)
VA
DOT
STD.
106.07
24
PRECAST MANHOLE (MP-2)
VA
DOT
STD.
106.07
25
CATCH BASIN STORMFILTER #3
-
TO BE PROVIDED BY CONTECH
26
STANDARD CURB DROP INLET (DI -36)
VA
DOT
STD.
104.09
L = 6'
27
STANDARD CURB DROP INLET (DI -3B)
-
RELOCATED DI -3B
RI
CONNECTION TO UG DETENTION SYSTEM
-
NOTES=
(1) LENGTH
AND WIDTH OF STORM DRAIN BOX STRUCTURES SHALL BE MODIFIED TO FIT THE DESIGNED PIPE SIZE
D4IDRSON
A
ti
IF REQUIRED.
(2)
STORM DRAIN STRUCTURES TO BE CONSTRUCTED WITH BASE AND RISER AS PER DETAIL 103.01.
(3)
ALL
STORM DRAIN STRUCTURES TO CONFORM TO VDOT ROAD AND BRIDGE STANDARDS.
(4)
ALL
STRUCTURES
THAT HAVE VERTICAL DROP OF 4 FEET OR GREATER (INCLUDING FROM THE SURFACE TO
THE
BOTTOM OF
THE FACILITY) MUST BE VDOT STANDARD ISA
(5)
ALL
STRUCTURES
DEEPER THAN 12 FEET MUST HAVE A VDOT STANDARD SLA
(6)
FOR
ALL GRATE
INLETS, USE GRATE AS SPECIFIED IN VDOT DETAIL DIA
(7)
FOR
ALL CATCH
BASIN STORMFILTER STRUCTURES, USE GRTATE AS SPECIFIED IN VDOT DETAIL DIA
(8)
FRAME � COVER
FOR ALL ACCESS STRUCTURES OF UNDERGROUND DETENTION SYSTEM TO BE PROVIDED BY
CONTRACTOR,
a- 3A,�8.3C ppRR ppEE�T/� E�ANSION
EXPANSION JOINT 3 tD" F1 Milk COVER INLET BACK OF SIDEWALK JoNr BARS » a'�
SEE STANDARD IC-2.
BARS - .I
C IR I SUBBASE
4�
ARS F TiARg B -
' i I SfiE NOTES
AR F SM A NOT SE
h 11 S D FACE OF CURB B E S
CONTROL JOINT GUTTER CRADI( CONTROL JOINT "
,W, PLAN SECTION A -A
IF MAX, [0-A L-VARIABLE MAX, 20' - COAST. JOINT
5 B �'y�p���� GUT
Awl
I I iv A QUTTE R�
7=0 BARS F EI sr
I WEEP ROLER BARBS B
FRONT ELEVATION BARS F r-
- (CUTTER REMOVED) 4PKL"AEE 9 -O"
5x1 /;' BENT SECTION B -B
R
TYPE A NOSE OET��jj MALL BE USED WITH CG-3 6 CG-7 STANDARDS.
TYPE B NOSE DETAClSHALL BE USED WITH CG -2 STANDARDS. • TYPE B 'le x 4•^ STUD SHEAR COMECTOR MELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON M ANGLE OF 66'30' TO ANGLE RON AT r C -C.
CONNECTORS AND IS TO BE ANCHORED WfTH ',/: x 4" STUD SHEAR NOSE DETALS
WELDED TO BENT PLATE AT 2'C -C.
PAVEMENT
0I_3A L 01 -38 L 0I -3C L . ; , WARPED PAVEMENT
�I CBI AU
1 I 1 DETAIL WHEN USED
FOR USE ON GRAMS ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO K SYMMETRICAL SHEET 1 OF
STANDARD CURB DROP INLET
12" - 3011 PIPE* MAXIMUM DEPTH (H) - 8' 233
10414 VRONA DEPARTMENT OF TRANSPORTATION 302
01-7.7A DETAILS OLCONCRETE COVER AM GRATE
2" OUNATER BAR • IOA8 LSS./FT. DETAILS OF GUTTER AND
•'4° OR 10.14 ST W 7.614 JNATES METHOD OF PLACEMENT
LBS./FT., (ASTY A61S, fx1A0E 60. 1. GRATE A 19 TO BE UTILtZEO k
TE A IoCAT1016 NOT NORMALLY NOTES
} SUBJECT TO TRAFFIC. Np q_� q1�
A� A �q
Eo 2. GLpR�ATTIR/.4 TO BE V QED k 1 a 78 f1UTTER ZR 0TH DAECTIONSG7I L
SUBJECT TO TRAFFIC.
3. CARRYING 2. JOINTS BETWEEN GUTTERS AND R:(NCRETE COVER
j FOR pETNI.S OF LpAp ARE TO BE DOWELED WITH N X IS" 3MOOTN
J' 1 L2 "X2 °Iii" IRATE (ORATE B). SEE T•Of-7. p�pg � x �+ ��� 1p pp�y gE�7�E�
4° L2Wx2'/ 1;AA" Sttffr 4101.06. T. N OF DOWELS A 2" x t/OTCN Wr
' COM� DETAIL A 4. TOTE COVER AND GRATE sEEPSSIAH)ARD T-01-3.4 ALTERNATE DESIGN,
BE FURNISHED AS A
I� IRATE TYPE SINGLE LINT. OUTSIDE 3. VARIABLE 2.108 FLATTER.
'-B I OR R 11m' -0" BURS OMEffma '0 , TD
PLAN VIEW (FROM PLAMI 02 REQ'D.) BE 3=W z s -i7 %t° ((CRATE e). 4. DITCH GRADE MIM BE ADJUSTED TO LEET
DEFERENCE N ELEVATION. SEE LONGITUONK
SEE DETAIL A 5. ALTERNATE METHODS OFW� SECTION.
�ABIEAF EAR 8Y THE 6. F DEPTH t6) BEOOIES LESS THEN 4" LENTEN
By BY S ME T . BE EXTENDED AS 1fIIlECTEO
SECTION A -A SECTION B' 6. GRATE NO COLLAR ARE TO BE �L g BE �p�A q
CRATE N CALVAARED. E. T VET! pTCN SECTIONS It 7A Ik
7. CONCRETE COVER MAY BE tX-78 TWIT ARE RAT ABUTTED BT OTHER
APPROXIMATE avANnT1ES PRECAST OR CAST W PLACE. DRAINAGE.
CONCRETE B. COHXXETE TO BE fXA&4 A3 F CAST 7. F NORMAL DITCH GRADE 6 700 FLAT TO ALLOW
CLASS A3 STEEL. k PLACE. 40100 PS F PRECAST. FOR ADJUSTED GRADE TO INLET A 9iCIK
0.423 C. Y, ST LDS. GUTTER DETAIL 1KL BE REQUIRED ON PLANS.
0. GRATE BARS TO BE PARALLEL TO
DITCH FLOW.
yo1(pKET
S 1 1 q•0" -i ITCH "p E .•'
D-
SECTION A-A SEE NOTE E NOTE SEE NOTE 3
'
SEE
BOTH SLOPES FLAT 0 SNfERYE01AI COPE
A , INLET
aC/l i RRLET ,{ ` BA4K UP BR81
` GUTTER GRADE TO BE PROVIDED
D INLET TEO AT MEET A8 RTEO BY THE
6� L 6 INLET ELEVATION ENGNE:R 7A 010.Y1.
TYPICAL ELEVATION SEE NOTE 3 SEE NOTE ..L�OI�+'KfW/Of
SEL NOTE 1 +EE NOTE 3 1 O FLATTER
ONE STEEP SLOFE -ONE FLAT SLOPE 90TH SLOPES STEEP
APPROIIWTE QUARRY FOR ONE CURTAIN WALL. LONGITUDINAL SECTION
MEA3URED FROM BOTTOM Of GUTTER (WHEN MIET 6 LOCATED
CLASS A3 ABOVE NOR" DITCH GRADE)
CORN;RETE CLASS AS 0,241 W. 705. SEE NOTE L
_ SHEET 2 OF 3
STANDARD MEDIAN DROP INLETCE�"
REV. 7/05 12" TO 42" PIPE 2 +1
T04.2J VIRGINIA DEPARTMENT OF TRANSPORTATION 5103
APPROxMATE •QUANTTTIES
SPAClNO
TYPE
D4IDRSON
A
ti
Z
tCU. YTS,)
NONE
APPROxMATE •QUANTTTIES
E
Di-7
tX•TA
DF )lM
Z
tCU. YTS,)
NONE
Ian
2.146
STOPM
DETA
DRAIN
ILS
f- REVISIONS I 6YI
C20
O ~ oWSz
Q
U m"
J Q
Q
Li
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
NITS
SHEET
OF 35 SHEETS
U
Z
Z4.2
Q �
� O
O
> a
a Lii
I
0 Q
UN
2a)
Q .
Q) O
J �
W
W
W
�4- Q
�4G�la1A �
J" i 'IOU O
7 Lj
`c td
V
_Z
J J
J
J
Q
>
W >
z C
� W Z
Z106
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
NITS
SHEET
OF 35 SHEETS
UD -4
GEOTEXTILE DRAINAGE FABRIC
(OVERLAP V -O" AT TOP) -?
PAVEMENT
L.Z ..
SUBGRADE
SEE NOTE 1
SHEET 1 OF 2
,dB,DM3
KUL -;.�.�._.�.,..
UNDERDRAN SHALL BE CENTERED UNDER CURB AND GUTTER
PAVED SHOULDER GEOTEXTILE DRAMUGE FASRIC '
fOVERL.AP 1' -0" AT TOP)
..;.;.,. PAVEMENT
a UNSTAB�IZED r i .. T. • i. 'INN.
-- LET PIPE ! AT
M57 AGGREGATE, M8 AGGREGATE OR CRUSHED SUBG E OUTLET PIPE
1' -0!' GLASS MEETING M8 GRADATION REOUMMENT, SEE NOTE 1
„ PIPE
t -a^
t 6 057 AGGREGATE. M8 AGGREGATE OR CRUSHED
GLASS MEETING #8 GRADATION REQUIREMENT.
PAVED SHOULDER SECTION CURB AND GUTTER SECTION
UP TO ELBOW.
PIPE IS PERFORATED
PRiAARY DIRECTION
OF WATER FLOW
NON PERFORATED
OUTLET PIPE (TYPICAL)
45' ELBOW
CONNECTION
UD -4
UP IIPE TO ELBOW
PIPE-LESS AGGREGATE
TRENCH WITH
DRAINAGE FABRIC
1' -0" MAX
(TYPICAL) --4
OUTLET PFE
NO SCALE
STANDARD PAVEMENT EDGEDRAIN
VIRGINIA DEPARTMENT OF TRANSPORTATION
AT WAGE FABRIC PAVED SHOULDER
.f rNO.218 AGGREGATE
LAYER -.,_i: .►y., T
:: i. 4" PIPE UBGRADE
SUBBASE LAYER 4- .....,..." .
SUBGRADE OUTLET PIPE
SEE NOTE i t [ I57 AGGREGATE, 06 AGGREGATE OR CRUSHED
I A,_.,.. 1 .._.. GLASS MEETING M8 GRADATION REQUIREMENT.
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER)
UNOERORAIN SHALL BE CENTERED UNDER CURS Mp GUTTER.
GEOTEXTILE DRAINAGE FABRIC
(OVERLAP 1' -0" AT TOP) --% I L
STABILIZED
OPEN GRADED
DRAINAGE LAYER
SUBBASE LAYER-
S OT1
SEE NOTE 9
M57 AGGREGATE, NO AGGREGATE OR CRUSHED
`-4" PIPE
GLASS MEETING 18 GRADATION MQUIREMENT,
CURB AND GUTTER SECTION
(FOR USE WITH STABILIZED OPEN- GRADED DRAINAGE LAYER)
NOTES;
1, 4" M00AA1,1PROVIDED ATTAIh>AVG MINIMUM 4" OF AGGREGATE ON TOP OF M.
2. WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE
(DROP INLET, MAHNOLE, ECT,), NON - PERFORATED OUTLET PIPES ARE NOT REOUI7ED,
3, INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF r-0"
ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE:
4. ALL CONNECTIONS (ELBOWS WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE
ARE TO BE OF THE SAME 6RUSHING STRENGTH AS THE OUTLET PIPE,
5. OUTLET PIPES ARE TO BE INSTALLED ON 2% Mme, (3 % DESIRABLE) GRADE AND
LOCATED EVERY 350'MAXIMUM OR AS NOTED ON PLANS.
S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW -12 OR OTHER DRANAGE
STRUCTURE,
1. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON - PERFORATED PIPE SHALL BE
SPECIFICATION
REFERENCE
240
701
LONGITUDINAL PERFORATED PIPE
TYPE OF PIPE
CRUSHING STRENGTH
T
4" NOV. DIAMETER
SMOOTH WALL PVC
.103
CORRUGATED PE
7)
N CV
AASHTO M -252
UD -4
NON-PERFORATED OUTLET PIPE FOR USE
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
TYPE OF PIPE
CRUSHING STRENGTH
T
4" NOM. 0^11ETER
SMOOTH WALL PVC
103
SMOOTH WALL PE
7)
N CV
1 70 FM )' X X
K WALL THICKNESS (MIN? - INCHES
XXX TESTED ACCORDING TO ASTM D -2412 AT 5 X DEFLECTION.
DOWN GRADE
-ES SHOULDER
-EP
MAN LINE PAVEMENT NON'P RATED Y CONECCTiOtN
EP F4
--
ST'D. UD -4 REO'D. ST'D, UO-4 REQ'D.
SHOULDER
PAVEMENT /
ES EP !
EDGEDRAINS IN GORE AREAS
PERFORATED
ENTRANCE
OR
UNPAVED SPAS
TREK GATE H
PERFORATED
UNDERDRAN PIPE
7)
N CV
>
a�Q o
UTILIZED IN LIEU OF PERFORATED PPE.
8. THE LENGTH OF PIPE BETWEEN THE WYE COWECT)ON AND THE EW -12 SHALL BE ST'D. CURB
LIMITED TO NO MORE THAN Y•0" TO PERMIT CAMERA INSPECTION OF THE MAN LINE s, GUTTER
IN EITHER DIRECTION.
9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT
BE MAINTAINED UNDER CURB AND GUTTER, NO. 218 AGGREGATE SHALL BE USED
UNDER CURB AM GUTTER,
N0.2113 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN- GRADED
MATERIAL LAYER AND CURB AND GUTTER,
SPECIFICATION
MAIN.B€ ROADWAY
UNDERDRAIN BETWEEN THE LIMITS OF 5T D. CURB
COiM CJRC1AL ENTRANCE CUF40 RETURNS k OTTER
WILL BE NON - PERFORATED PIPE.
240 STANDARD PAVEMENT EDGEDRAIN
501 VIRGINIA DEPARTMENT OF TRANSPORTATM
SHEET 2 OF 2
109.07
STORM DRAIN
DETAILS
REVISIONS I BY
U
Z
Z
Q
ILL
U-
Q
we
O
Z
Q
J
W
W
4440 ®®0
r �
0 0o _30
Tor
Ul
' C
t�®t,.o��'� ,
U
Z
D
J
m Q
W
3:0
Ll1 ol
mW>
zW W
3: w �_
o WO
oc 01
Qa
U
Q
W
QC
J
J
QQ, Q
0 Z�
0 Lu
r)OD
I=—Q0CC)
zDi rn�O
> CL
0
O
z
0 UJ 7
a 0..
LO
Q
)-o
m CV
Q
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
NTS
SHEET
C20A
OF 35 SHEETS
0
7)
N CV
>
a�Q o
� Q)
(3N co
oU
co
c� N
J Q)
3:
co x
rn=
�0 >
QD
W
4440 ®®0
r �
0 0o _30
Tor
Ul
' C
t�®t,.o��'� ,
U
Z
D
J
m Q
W
3:0
Ll1 ol
mW>
zW W
3: w �_
o WO
oc 01
Qa
U
Q
W
QC
J
J
QQ, Q
0 Z�
0 Lu
r)OD
I=—Q0CC)
zDi rn�O
> CL
0
O
z
0 UJ 7
a 0..
LO
Q
)-o
m CV
Q
DRAWN
AK
CHECKED
CAG
DATE
AUGUST 22, 2011
SCALE
NTS
SHEET
C20A
OF 35 SHEETS