HomeMy WebLinkAbout034-94 Bank of Clarke County - Backfile (2)Ell
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1. The contractor shoff furnish a// materiols, lobor and equipment and perform all work including, restoration for the
completed h7stallation of the u0tv systems and a// other improvements shown or implied as necessaty for the
completed facility read specifications y for use. Unless otherwise noted, so 7cations for a// work to be in accordance with
opplicoble Standards and Construction Specifications of The Virginic Department of Transportation, Krginia
Deportment of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such moy exist that are not shown.
The contractor, shall exercise core it? this work so as to ovoid damage to on utilities. Any damage shall be the
contractor's responsIbSty The contractor shall notify all utility companies 72 hours prior to construction. Call '"1:5s
Utility- 1-800--957-7777
J Me contractor shall be responsfble for a// construction stakeout. All dimensions, elevations and locations steal/
be verified in the field by each contractor onar to beginning the work. The Engineer wild approve c/1 cut sheets.
4. Any •unusual subsurface conditions encountered during the course of the work shall be immeolote6v brought, to
the attention of the 4ngineer andl�or the Owner.
5. Contractor to obtain, at his exoense, all permits required of this work and shall foie full he to the permit
conditions Imposed
6. All grading for improvements to be confined to the project area. Any wQ(* performed offs4te is the Contractor's
responsibility.
7 Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control quidelines and local ordinances and to be utilized ouring the construction period.
8. All erosioncontrol structures shown or as required during construction shall be continuously maintained
throughout the period In which areas ore denuded. Area-1 shown to be surfaced are to have stone base installed
at the earliest' possible date after estoblishl'ng grade. No area is to remain denuded for more than 7 calendar, days
when construction is not in progress.
9 Contractor to clean up and restore disturbed areas immediately upon completion of pipe —laying in the offected
10 All unpaved orco, tS of the site which are disturbed by this construction shall be provided with 4' topsoil,
fertilized, seeded, coMpacted and mulched. Seod bed to be watered and car?d for as necessary to provide a
good lawn quality grass cover. Amos not gfqoled shall be oisced, Mveled and seealed to achieve lawn conditions.'
11. Burning of land clearing debris, requires a permit from the ire Morshall. Burning of consftctian debris on site
is prohibited.
12. Woter and sewer lines are to be constructed in accordance with these plans and specifications and shall
additiona16,,, meet a// requirements" of the f'rederick County Sanitation Authority. Me contractor sholl coordinate
with this agency and arrange for inspection, by the County as necessoy. -
1J. Exact locations for sewer and rater services to be directed by the Freaerick County Sanitation Authod�y
Inspector in the field. Controotor to provide assistance as the Inspector m6y require in this effort.
14. Temporary termination of sewer line shall be plugged with a wotertlgbt plug. 72�e end of the laterols sholl be
marked with a treated 2W post extending from the plug to eig
hteen (18) Inches above the ground. 777a, top six (6)
inches of the post Moll be pointed green. Sewer lateral elevations to be compatible with gravity servIce to
proposed building as shown on the Architectural drawing,
15. The FOSA will reset the existing meters if relocation is required Before the meter is reset they will require:
7) the frame and cover be properly aligned with its meter box ond',voke bar, 2) the (romp cod cover be -set to final
grade of the lot, 3) the distance between top of the cover and yoke bar between 18 and 21 inches, 4) 0//
components of the meter box assembly to 'be in proper working order. It is the contractor's responsibility to have
the meter bow installed correct6v.
16. Design features relating to construction or to regulation, control and so/ety of troffic may be subject to change
as deemed necessary by YD. 0. r
17 All fill, base and subsurface moterial shall be compacted to 95Z of theoretical maximum densi�y as determine
by A4SHO r-99 method .A, w&l?ln plus or minus 221 of aptirqum moisture. Independent compaction tests may be
requ4i-ed for verification � by V D. 0. r..
18. Access for emergency vehicles must be maintained at all times during construction. 7emporary street signs
must be posted as construction begins: Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hy
drants are not- to be obstructed at ory time.
19. VD.O.F cpprovo/ expires three years after approval date.
RM �=, A
HARRY86AU"11V & FRIEDA WHITE CRIM
1488 SENSENY ROAD
WINCHMER, VIRGINIA 22601
PHONE.- 662— 71,55
DE LOP
45NIff OF CLARKE COUNTY
P.O. 8ox 39 1
BERRYVILLE, VIRGINIA 22611
JOHN MILLESON, 5R. VP.
PHONE- 955-2510
IV
bT
0(ca 0f-3 flbert W. CR'ffa, d & A ates, Hnc.
Engineers Land Planners Surveyors
I
150—C :Qlde Greenwich. `Dr. 200 North Cameron St.
Winchester V i , rq 1 1 22601
Frede6cksbur Vi " is 22401 inia
(703 ir in
8 15 (703) 667-2139
I H it
rotaaid Mislowsky J
o CERTIFICATE. NO.
00674
V, -rT"A. h
SHET T .INDEX
I
COVER SHEET
2
SITE DEVELOPMOVT PL4N
J
SrORM PROFILES
4
�ANITARY SEWER PLAN & PROf'ILE
'ISCELLANEOUS DETAILS
4
Tg �
Job Mumbar
--al
T,
7
.ne
Payer
Pedestal
115' D. 1. P- 0 0'43
P_
)1-iAPfi1 ,LL/- IV,_1A ON
ffi�Y,IA WI-4,1TE �:F!V
U.5E- COMMERCIAL
zolvfr: ci 1
FA F (7 F4,
PROPOSED MANHOLE Af.19
RIM=69,3.5
INV. OUT=588. 10
INK W=688 30
C. 0. COU/V TR y
0 0
C. 0 1 S TORS.'
V
18- *vp/e::,,�077 Existing V, (7o Be Removed).' 0" arn
Ash .... S 64*,3629" E
A/' If t-14
-1,4PR',1
(ro Be
r
NeMoved) rJ
770. 00'
Removed
Existl�?q
PA ATV-
W
ZONEO: 51 1
2,357 Sq.
C.O.
P111 Ri "L 1 31 C11 T rrA&1jr JI
t L.
INLET PROTECTION FIAG
.. ..... ..
BLDG. HEIGHT—
18
. .... . ..........
PLANTING SCHEDULE
COA"1V NAME
SIZE
QUANTITY
PIN OAK
1' CAL. 0 4' HIGH
10 REOVIRED
HAWASHINGrON
W71AORNE
1" CAL. 0 4' HIGH
I
10 REQUIRED
I I
LIGHTING
SCHEDULE
SYMBOL TYPE O&ANTITY POLE
FIXTURd- FIXTURE 00ANTITY
04 A A 4 75,
400 WATT MERCURY VAPOR
SITE DEVELOPMENT SUMMARY
EXISTING LOT AREA
32, 747 5. r
ZONING
B-1
CURRENT USE
VACANT
TA* MAP .......... ............... .
rM54f_7_30
SETBACKS:
FRONT
JT5.0'
SIDE
REAR...... ........ ......... ..
FLOOR AREA ..........
2,357 SO. FT
FAR ALLOWED
........ 03
FAR PRowtv ..... ... ...... ... ........
. ... a071
PARKING SPACES REQUIRED - -
.... 9.4 AT I SiP. PER 250 SO. FT
HAND/CAP SPACES REQUIRED ...... ..
I
STANDARD PARKING SPACES PROVIDED
16
HANDICAPPED SPACES PROVIDED
1
TOTAL SPACES PROVIDED
17
LANDSCAPED AREA REQUIRED
11,460 SO. FT
LANDSCAPED AREA PROVIDED
17,600 SO, 177
PARKING AREA LANDSCAPED REQUIRED
PARKING SURFACE AREA
7,100 SO. FT.
REOUIRED PARKING AREA LANDSCAPED
355 AT 52r OF PARKING AREA
PARKING AREA LANDSCAPED
1188 SO. F7
PARKI,W LOT PERIMETER
4468 FT
PERIMETER TREES REQUIRED
11.7 EA A 2 T I TREE14 0 FT.
SPACE TREES REOUIRED
1.8 L4. A7 I 7REE110 SPACES
TREES REMOVED
5
TREES REQUIRED . . ......
18.5 EACH
CANOPY TREES PROVIDED
20 EACH
.,
i. Ill,* �. I :y Y C,.,y --, 'y 'i ,,-
F.INAL SITE PLAN
SDP PEDESTAL SVN A
NOT TO EXCEED
fl
c c
STR e4 (Dir-3B)
100 SO. Pf� HV
SIZE OR 35 JIV - 4, Gas
/AV. OUT
HEIGHT 01`d1v9,' 1A(V INA-684 2/7
THROAT=6'
6
cXfr ONI Y
- DO NOT ENTER
S'ICA( e 5. " 220.00, �c
4�
UT/CITIES NO TE
oj-jo'42E Sr WATER SER WEAND FIRE HYDRA
NT
NT INSTALLATION PER C17Y
0 Z5' REQUIRED OFFSET
24Maple SFcP. k�TO NEXT EN7RANCEOF WIACHMER REOUIREMMY
(To Be Removed)
SEWER SEROCE PROVIDED BY MSA.
11� I
54. O'- 15 R. C. P.
TRIP GENERA TION
6ei-e fff CODE' 9 12(DRAIr IN BANK
—3B) TRIP GENERATION RATE 291.10811000 SF DAY 0 2300 S.F.
3T)? f3 (.D1
TRIPS PER DAY - 670
RIM- 687. 50
Pedestq(l
IAIV OUT-68J 60
/AV IN-88J 70
THROA 7
/" 0A DL-111" SCAL f
House
STB (DI
RIM-685 50
1W. OUT-682.2.1
INK IN-682.50 (2-l'!-R.C.P.)
INK IN-582.21 (15- R.C.R)
11VV IN-682.21 (15- C.M.P.)
9' 15' C. M.P. 0 4.8Z
Aqvusr ALIGNMENT As NECESSARY
TO A64KE WATERTIGHT CONNECTION
AT EX. INV. OUT AND PROPOSED
57P /1.
H
Id , Misl wsky, Jrz
0 CERTIFICATE NO. -
0 &N0174r I-
4EGIS ERED
PROFESSIONAL - ENGINEER _4P�
20 10 0 20 40
IN FEET
I inch - 20 ft.
DISTURBED ORSED AREA 1.1 ACRES
BOUNDARY 1Nf0RM4;r10W 84SED ON CRIM BOUNDARY LINE ADLIUSMENT
PLAT BY GILBERT W. CLIfFORD AND ASSOC147TS, DATED 0C'T08FR 1994
AND FEBRUARY 7995.
LEGEND
FXIST'NG STORY DRAINAGE & STRUCTURE
PROPOSED STORY DRAINAGE & STRUCTURE
PROPOSED WATER MAIN
EXISTING WATER MAIN
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE & BOX
PROPOSED CURB & CUTTER
EXISTING S4N SEWERANDMANHOLE
PROPOSED SAN SEWER AND .MANHOLE
EXISTING FORCE MAIN
DRAINAGE FLOW
EXISTING GRADE
PROPOSED GRADE
PROPOSED LANDSCAPED AREA
PROPOSED PAVED AREA
PROPOSED EASEMENT AREA
PROPOSED SILT FENCE
ZONING BOUNDARY
SILT FENCE INLET PROTECTION
EMS
w i
iwi
SF
Z9
q
0
,30.0'
14'
QI
4
�I
10
�
WI
�W
I
�
I
FACE OF
CURB PAV VEMENT
TO MATCH
EXISTING ROAD CROSS SLOPE
SECTION A -A
SCALE 1' = 20' HORN.
J0.0'
24.5' 18' 22' t8' 8' 14'
PARKINC ACCESS PARKING55' I Q
i
PRnPOSED ��Ll
I� J
BUILDING °N�K L�
EXISTING
PAVEMENT t
2" SM-2A-
f 2A
SECTION B - B
2' SM-2A t CROSS SLOPE TO MATCH
EXISTING ROAD CROSS SLOPE
6" 21A
8"21A 8'21A
SECTION C - c
SCALE• I' _ 20' HORIZ
696
h
03
696. 696
J Vi
W
692
c�
S N �n
92 692
_ - _ - _ Q . -- ._ _ _ _._.. *_ _._ __ _ ._.__...__ .�.. _.. -r -."1 °$-� _ .__ t
6
too nip p InvII
WZ22�
\� O 4 W� PROPOSED GRADE
PROPOSED GA540E Chi
EXISTIAV GROUND
�ryrN
r4 +t
EXISTING GROUND �
J fi i
W,222p
=2 j IN /N }
684.19��
- - -- -- - -- - - - - - - - -- ----- _ _.._------ ------ - , - - - _ - -- - - - - -- -. 68 684
C4P.
- - �: - _-- - - _ __ _ 684
9: 4_
a 1 (ASPHAL T COATED
54'
v
9.0'-15u k'. C. G. I INY. our
! ® o s8 �. 27
0.56
v
DATUM ELEV
1
68000
O O C kc)
b 1142 22
0+00
1 *00 2*00
STORY DRAIN PROFILE
SCALE.-
1 " = 20' HORIZ.
1 " = 2' VERT.
r
PVT H 0�
aold A. Mislowsky, Jrx
o CERTIFICAT N0. —
U
6 A
-
R IS EO
PROFESSIONAL
ENGINEER
0*00
STORY DRAIN PROFILE
SCALE.
" = 20' HORIZ.
1 " = 2 ' VERT.
0f9391
0
f
LOT Z
o
_ L4
SEWER O.41
SA N.O eyr .v ' •- .
w
EX. MH 1
RIM= 692.5
INV = 686- 18 \ Z
PROPOSED /MP IN-686.75
CORE DRILL Nff INVERT V)
USE KOR-N-SL( ADAPTER p
V
LOT 4
tw
LOT 5
Q
Q
\ O
PROPOSED Abl"OLE ,oP19
R/M= 693 5
/NV. OUT= 688.0
INV. /N= 688.2(2)
5'-8'0./.F
® 0.5x
6�.
PROPOSED MANHOLE'1 B
R/M=693.0
/NV OUT= 687 40
/NV. IN= 687.60
I
1
O
X W 1
k
PROPOSED J
� R/M=692.5
/NV. OUT= 689
USE SHALLOW
`50
{
SCALE:
1 " JO' HOR/Z.
1"=YVERT.
GRAPHIC SCALE
30 15 0 30 60
IN FEET
i inch = 30 ft,
�?
~
W
�
Z
o
�q
696
^C
hqCIO'
EXISTIMG GROUND
c�p0
ry
k _ PROPOSED GRADE
690
684
D_ATL'M ELEV
681,00
1 15 L. F. - 8" D. I: P o 0. 43 9
158 L. F. - 8" SEWER O 0. 41 X
PVC SEWER TO BE SDR 35
Do!
h
N
N
1 +00
2*00
L I H C)
coam's,
wsky, J
O CERTIFICATE NO.1 -
02 674
REG T RED
PROFESSIONAL
- ENGINEER _
REVISIONS
t
a
HIM1
Sou ARE SKID P AD 6 "THICK
T-
r•
•t •
CONCRETE ASTM C-150
4000 PSI
JOINTS ARE TO BE SEALED •
W ITH "0- R ING G ASKET '•---- - • �-,
_--TOP OF MANHOLE AT OR AIDE IN PAVEMENT AREAS.
UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET
_ 18" MIN ABOVE GRADE IN EASEMENT AREAS.
'L CONTRACTOR TO GROUT MANHOLE
OVER IN PLACE.
�. 4 BOLTS (3/4" DIA.)
_2'0' a STMENT RINGS (1 1 " MAX.)
p" MIAX SET ECCENTRIC CONE
SO COVER IS DIRECTLY
i OPPOSITE THE DOWN-
STREAM SEVER
R
12"OR 116"(typ)
P IONEER 301
. = MASTIC APPLIED
BETWEEN JOINTS
AND ON EXTERIOR
4 "I
e
I.R.
.
INVERT CHANNEL TO PROVIDE A
SMOOTH TRANSITION N TO OUT,
FOR ALL CONNECTIONS
e
2101, MAX
---- -- --
GROUT BOTTOM OF MANHOLE
4 • '41.
TO FORM CHANNEL
r.
-:•"`
: i pp/2
.i
a
�.
s
6" BEDD NO OF
•
�'
�'
4" STOVE'
SIDE Of JOINT
VARIABLE
-PPE TO MANHOLE
CONNECTION TO BE
BYFLDUBILE SLEEVE
3'-0" MIN.
4'-0" MAX
-TOP OF BENCH -
WALL SAME ELEV .
AS TOP Of PIPE
e"
NOTES: i . Manhole seotiens shall have aA extornal coating of approved bitErnastio Water proofing prior to installation.
2. Concrete adjustRitent rips Rest III* used if adjustntiont olovation oxceeds two inches.
They snail have an exterior o►att#g of bitutnastio water proofing.
3. Non-Shr-14 grout with shtfns malt' be used for final slope ad)AstlT►ent,
4. Skid pad to be placed aro#jW IiTr►aeitales 11"atod in dboulders of roads.
5. Flat top aastip sAan be used on shanew alaniwk (6 ft. or less) Installations.
SIN& LDARD PRE -CAST MANHOLE DETAIL
•s
krefully Cornpaotod Select
wkfill
I"
4
rr,,
STONE AGGRAGA TE
W
TRENCH i aEDDIMG DETAILS
*d.l"I�leld eW
SDR 15 Spi4et It
by Gaskoted SDR 35 SOW by Factory Fabricated SDR 21 Gisketed
Bell 45' 4oad WR 21 Oasicetol I ♦11 by SCH 40 Solvent Weld Bell
Ran Altapter I Test Too (wft Recessed Square -
Head Plug )
,
Itlflil
I
I
SDR 21 Gasketed {
Pipo & Ftttips I SCH 40
sDR 35 0'x 4" Solvent
Gasketod Boll Wye 19- Length Wok{ Cap
of SCH 40 Pipe
a_
I I
I 36" Min.
Cover
ALL FITTINGS UP TO THE FACTORY FABRICATED TEST TEE
ARE TO of OASiCFTEA BELL.
THE TEST TEE IS TO BE MADE FROM TWO SEPARATE
FITTNGS SOLVENT WELDED TOGETiER. IT WILL HAVE
A SOR 21 OAWTED BELL BY SPIGOT ADAPTOR JOINED
TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE.
THE UNION OF THE ADAPTOR AND TEE IS TO BE
PERFORM AT THE FACTORY.
THE TEST TEE, 114"LE, AND CAP ARE TO BE SOLVENT
WELM TOOETH R AS A UNIT BEFORE INSTALLATION.
4" with'
ed Green
..----- Single "to be pro■lded
when H a 4-Crr grealw NOTES
For details w SI'd.ST-I--
Y• T- -
-- ------------ -- _- * Von we" holtd
e •el OWO depth 1N110 Of 10' For groolw depth van
_---� - Sprltard p IA
a
a ' • _ Wrwn "C11leo al liklas the Invert is lobe shaped
___..__-. _. .._...__ g • �� In accordance with Stordo.d Plan 15-I TM coal of
,gj _..4"OeMn AqV lurntshlrp andprN;up allnnOgrbls ncbanbl to to
•,o re, or
^+ A A H 68
c C [ c I sh.fpr'g Is to be InCtuded 1n fre pace bid ter rra drop
N 0.6'weNh
N J E F E i2' i2 4 N as 24' inlet complete
tryn oh
Due nsrn may be precosl or cost wi pace
-- - _ All cull In piece concrete lobe Class A3 Fe, precast
_ See Sheet 1030'.
-r l.__ ' .__-__c___-• The "H'dnwlslal shown on Ins Snu"yurds and specified
0, on it* pluaf will tr meosured from Ibe'rnvarr of me (,Of-
SECTION A -A tot pipe k) the NIP (it the Snuchrs Plon'H'dnrnswns
i I I ore opp"Imole ally for datimellny purposes cod the
9 #• �• ---2,- 7% --- +{ 9} otlual dime S wn stall be degrmlrwd by Ine Coruroclot
---"-_- (. 2"--- from hold condwons
PLAN e 4 .8"5maoln Dowers ® dpp, ua 12 h Nr evwM Nr 1• 1 of eta outhd pipe a row than
CONCRETE QUANTITIES FOR MIN DEPTH the borders or the II"K ■,the nvwl of the sin clan (Grote Removed! C C b W placed n d1i olio adjacent
+Weep hole with 12 al2" pbss'c nardwnra loo0utllrpooncwN fO pravant 12"cone pipe- 1440LuYda Concrete 0" be shuped wM'cemeAma'b to prevent slutbp
cloth 1/4 Malin of golvon:ed stew wife, sefllerrrnt IS -cant pipe LS29 Cu Yale ConUtq u pending of .rota On the eln'cttw The coal b
n"nrn rn wore do 0 03 Inch, number 4 In Lau of dowMe u 2%4"notch may be 16- tort. pipe - 1.620 Cu Yds Concrete 11-1 shopkI shall be nclyded in f.e pike bid Ilan
mesh hardwaa cloth onchored firmly to provided. Sat 9lasdord T-01 3. 4 24 con[. pipe - Lb It C. Yda CDncrae ea structure
outside of shvclureyfrnoq deelan Add 0 469 Cu. Vs. per odddaa'd foW of depth.
ST SESECTIDN STEEL-- SECTION CAST 44011 NOTES
L2k;2
10-41 bop--•- _(_S}• ` Lwls to M - -- - -
()to warped r owl rM c. W for _
00 0000[aD D D AwOY wle,rate methods CAontnaroye,
C C man irvy the opprovaf of the Erigineei,,
may be substuuyed for the coal won
--.. Oplydnal Ij{f I(j� I(�I (IjI I(�'
% _ •s-- U I111 11 11 R . N lops ns shorn hereon
Warta ♦3albs 66.31ba Brace Rita
or
bl callp, ors' Gy■mcbm w� ^' ,
STEEL Di CAST
---
IRON I } I} A 4' lugs I } -•I F-- I t'. 2,
}..4 shd shn.or _ '11 4'
Cr■yC iota I.
I �
-1 r.
1. SECTION C-C
j r24f AF"OIOXIMATE WEIGHT
SECTION 8-8 pp4,yaGNS FOR
LASTM•DIs ONLY Gu ■a
Giant % I 1 Nis Iba
END -SECTION DWNSIONS
DIAM.
A
8
C
D
_
_12'
_
4"
Z- O"
_
2'- 0"
4- Cr
_E_
7- Cr
15" -
_3O'
6"
2'- 3"
19
4-0"
26"
19_"
_2_r-6"
1'
4'-_0
-6-l"
3 0_"
4-0"._
I' -Or
4 6"
36'
a2"
1'- 3"_
1- 9"
5 3'
5-3"
V-10l"
2'-II"
B'I
0-2"
C-6'
o"
s'-o"
r z"
54"
2'- 3
5 -5
2'-9I
8' 2 "
i- 6"-
-11
5-0
- - - -- --- -- t
(DI-1) END SECTION (ES-1)
+( a 4 a e" SmWmtb.Naieapprm 12'GC to De paced rn on o'•os 00" enl Cwlvafted pbl• to be bow --- . -
toaWnfng Ldnc(ale la pt•wnt Nlllemenl. on on cryw Ol b•'N9 ooso to Lti•d t •'
De un.IrrW wani•a4 eM ehadr ,-GarM•UO
E.ponron ,haw--)
.l 'e'"'w"hi lo'"n"°" GI>'AVEL CURS INLET SEDIMENT
f .pa'sdpn kynf L.. Baca DI $ndewtyla - l_ _ _. - - ---- --- --- .err.. � \
TER
y(yy ---Fed TWO$ of 1.101 Frama H Cora i 1 ". ' + aI(
-Nr N• $I'd. IC -2 �1/ IP
c\ -hen C ® L...." . ,+ I r
I _ • : f Type A Type 9
2 _r• � I - -' - I ( I (.i Swo "w c"wclu - - �- _. •-••� � � '
"I_ -
l III I -_.,f
/ L s s•fl.. -.a.- I +-�-►-F-•i-� •i-••F•-F•- - 1! - . �t A' NOSE. of TAIt.Sti
ITrose--�_"
of care
u It ear t Nos A Wow" 6.180
y 11 it teen o Croce Conant .awn "•r.e C«IM - owl
t n
- . -�- C,«. C.onup rim -- _.-_ ----- "- I * •1�----�-_.
- - u ef C
W a ae■arr11N is ""an Cwf or -IN iMepW ws•r , Uw is to b awerN.l6edo"\
:mod _---r-a' ---I �• ' 1. # - '`...
PLAN 1If^_ p'dw e.e
.� b'km Non, TMs Iliad nby On w,then,pal Wirth cps• the «ppnaw,t lonls f ._____ p. him
Will apWy only In cob or curb and Witter I �.._ � -"N'•
••
{- -44_ -, : i-s' 1 : - A=a---� SECTION B B
I AI B
t I
Mrs D
l .. `' +t•M• Ca.wh .fwnl Aapr..al. aw.
� 1 ." _ . _ _ _. _ _ ._ _ _ ._ _ ._ ._ . _ _ _ -- _ -- - - _ , _ _ _ , 1 � �•/ e►rrM ewf« GRAVEL fTLTtR
✓ \ * M [ 8 : -- e. a a I I ' . / RUNOFT WO - TARE ME SH
.�
I ' •a. r t --
1 r a! Dw-•I.' Typ• A ,'..• d•Iwi .wet w us.d Nn C I 1� •`. +srrtr.• r-- -- Fls-TERED WATER
1 ar•.• cow rah CG F 3 a CG- r Ste"da d. 1 I 1 ...Je` al.r..f•r ; - . -
FRONT ELEVATION Types b'wu .•Ian •had b. �t.d saw Wes► N•I.---__.�_,...�:n� .
teriew -.0"dl w■I CG 2 • CG 6 saw.da d. W e, ,p I '/sw shear. Uum -- 4
!•e'a.w r+ w•gwww a W Ntturq I o-
�A h Ins dveul fhb a Id wen We•N ail,alol w•.p i _ _ --
we, I ul It. Uul tall y.pC IS h1ynC1 IfdN' IfW [,Ullun� , 1 - f1'+WI aid ,p b• - � �' 'y, .
d rr 0rw IW e,Itw...1 a ft. Saar hue shoP be 9V4,.d.0h Lanwl'1 how .'•h It •12 pl•a1K herd»uI. nwidoa d.n r, .,
mwra Iopevau sIud..j a pealing of wufa On a'e swAlwe The cioth 1/4 •"rah a eoa.wul.d .tail e• . 4 0 w Wown
Nor. Siorxra.d fWI. may w '-onslruc Ida wnn cunc,.l• Loss Our dwarf 'u••+D•y thief Do ir.clu0ed . , Mat pia bat for the acnw.awa .r. du. 0 OS inck, a.,wbp, 4 m.sn Y .... -. ' - Farr ..p «I«l..w a ♦ i -
biucs In w:cwaome with In. dear '--ft On he'dw.te Cate whwN 11 r 11 1O Sid
1. F Y : --:a WE, -�
S'andord D.a.■q DI -are .W SIN al arudwa t-•._.-.._ 4.pd_.__._� - r ✓ -
Fw ,ei■.■r.a•aa and OuoMItIM ant shorn w Way 2d 2 r --
---------- ---_----- -.._ _ _- -- -- -- ----- •--- --. - ._ -. ___ _ .___ _ __ _ SECTION A -A
DI-3A 01-38 DII-3C slow[NT
4
+ -Ltq (�
`•I f' I l _- - - - �' I 'L - - - • -t T-- ►nra t.UNCRt7E IX/1TE.R
1
-- ----_F
�. I I _ i "� • • , ._ SPECIFIC APPUCATiON
Fur ..a 'n .der
F. ,ra .n er.a. eu,h ..a« to ►s .rr•asew•c•1
Wiwi .Vwf»a the rdwr 'G• ••...' . r M Mow• n «.«o Vra .0
s,wwwa A., is f The coal' Iw+•'.h^il •.•d Ilrtry "'"w"'a THIS METHOD OF' INIXT VROTEC'TION IS APPLICABLE AT CURB lr1UsT5
.•c.,W_ w - ii. . w r...Ar. " dW r•.. w Ow■r odd .+•r c..,.rt. t,t TAIi- wNEN USED
Tnd"„•Omemlwl.mWnbnlM.Iwdmmwdtw«,1.•Oonmairwna..uIle MIlE:ftE IONDING iN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE:
m dot u'•d hem iM mcol1 o' In♦ -11011 plae to the by at /n. sd,2tu,a Plan `,I" L.14h .n .rw IL I o'fl, A .Nay poet, a. IW an pew ADJACENT TO CURS
warwneunt ut oppwar iw •shrnohny pu,Doses and the dcluaf d,menuld�s WITHOUT eUTTEM INCONVENIENCE OR DAMAGE: TO ADJACENT STRUITURE�i AND UNPROTECTED
n to Nor Inaad by i�.,mwaOneeor.f'aelw 1'Om bald L.nallionli Wh•. �a#, a ••• w •'-O IW «ew, wc. el u'N, ,. ,• .• ✓cow• I. c•"Iw ", AREAS
.no
Tara «r.p..i "tear
tfN n.m anon a pr.c.d « tq•I ,h law. Sheet 1 at 2 • GRAVEL SHAU• BE. VDOT 03, 0357 OR 5 COARSE: AGGREGATE
------
TABLE OF QUANTITIES--
- AREA REINFORCING STEEL
L OF CON -
TYPE SLOT CRETE BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT
-- - - - -- - - --- --_ -- - ---
•
in. t. No. Lin. Ft. Lbs , r l ,
r
7
Lin. Ft. o i Ft. in Ft No. L F --,. , in. Ft. No n N Lin. No. L
Nain Ft. No L L
F t Ft. Cu Yds L
/
__. _ _ - -- S I O NH CONrS TR UC 7 ION EN I'RA 1V (. L
DI - 3A 2'-6" 1.15 2.26 - -- - - I 5'-7' 3 3'-2" - - 6 1'-0" 22 (CIE)
. ' I
3 r . " I l r I
4 1.83 2 59 5 I -6r 2 6' �?os'-t0 3 5 -7" 3 -2 4 If- 6' 3 I -_6 4 -0 64
6 2.75 3.02 -5 3-6 6 6-71p6-10 3 5-7 3 3-2 4 3'-6' 3 1'- 6" 4 1'- On I I I FAVEHENI
A 3'
5.1
8' 3.67 3.46 5 5'-6 10 -7'1o6 3 5'-7' 3. 3'-2' 4 5'-6' 3 1'- 6" 4 I' -Or 158
10 4.58 390 5 7-6 14 71o6'-0 3 5-7 3 N-2 4 7-6 3 I- 6 4 i 0 204
FILTER 0.0TM 1(X1N1 ABLE BERM
D I- 3B 12' 5.50 _4.34 5 9-6" 18 71o6'-10' 3 5'-7r 3 3'- 2* 4 9'-6" 3 I'- 6" 4 I' -Or 2 5 I r"
i4' 6.a2 a.78 5 ii'-6" 22 7ND -10" 3 5'-7' 3 3'-2' 4 if-s" 3 I'-s` 4 1'-0" 298 SIDE ELEVATION
16' 7.3.3 5._22 5 1 S-6' 26 71o6'-ID' 3 5'-7' 3 3'-2" 4 IN-60 3 1'-6" 4 1'-O" 345 EIIIf110sG (JAMUND
18' 8.25 5 66 5 15'-6" 30 71o6'-Id' 3 5'-7` 3 3'-2" 4 15'-6" 3 I' 6" 4 I' 04 3 9 1
70 hilk -�
20 9.17 6,09 5 17'- 60 34 6'7°1a�+0' 3 V-70 3 3-2 4 17' 6 3 1'- 64 I' -On 438
- --- 10' HIM.6' 2.75 3.01 10 111-9" 4 6'7)o6'-V 5 5'_-7" 3 3'-2_' 8 _I'-9" 6 II-6" 2 I' -On I I_I - (uf`sarTIONAL)
-8' 3.67 3.45 10 2'-9" 8 7106'-10" 5 5'-7' 3 S-2" 8 2'-9"_ 6 1'-6" 2 1'-0" 158
_ _ ._. _ _ _ - __ --__
10' 4.58 3.89 t0 3'-9` 12-7tc8-Id' 5 V-7r 3 N-2' 8 S-9" 6 1'-6' 2 1' -0" 205 I"t�. �A
I l2' NIN' r EXISTING
A IVEIEN
12' 5.50 4 33 IO 4' I6 6'7 -9" lio6' '-7' 38 46 I '-2' '--9' '-6 2 I'+0" 252 T
DI-3C _- _ - -_ 5 5_.� 3 __. _
'
14 6.42 477 10 5-9" 20 71o6-LOP 5 5-7■ 3 3'-2. 8 5-9r 6 It-6"2 I-01 e 298 _
-I6 7.1- ___5__21 10 6-9 24 7bG-lo' S 5-T 3 3'-2' 8 6'-9" -6 I' -6" 2 I' -ON _345 pt,T f, 1
___- -. __._. __... ._. __. __.__ , r ~� POSITIVE. DRAlNAG1E to, MIN
18
20 9.?7 6.09 10 -8'-9" 32 Ga"toG-IOr 5 5'- TOO 3 3'-2" -8 _8'-9" 6 �I'-6" 2_ _ 1'-0" B_ _ � 3_9 CgURSE AGfiREQATE e I TO SEDIMENT
_ -- -- -
YUST EXTENU IULL W40TH
It Denotes length of one Ulbar I Of '" oil AND PLAN VIEW
Notes All renlorcrlq burs to be No (5)
12, 1•r.
All cost In ploce concrete to be Class A3 For occeptoble alternate see Precast Sloftdurd Designs---
C.oncrete quantities shown are for depth (H)of 5- 2"without pipes The omount displaced by pipes must r MtNI.
be deducted to obtain true quantities For inlets of different depths odd or subtract 032 cu Y MW
yds of concfeie for euch foot of difference in'depth
Length of Angle Iron us shown on Spero I is to be L.1 16.0 44 U Ibs per ft ! FILTER a nil,
------ SECTION A -A
STANDARD CURB DROP INLiET
12� 30"PIPE MAXIMUM DEPTH (H)=8 -- 6'-r
S IS
it
(DI-3A,313 & 30
•
RE i«..... u upN t.Wa.l DKAIN 4PALL
SECTION 8-8
L c t2
q p Pefmissotve
VIA C"Itualon Joint
f•oy Unit Lrir? - 4- T Par tine CG I'
Var.wl{TT,,',0o
VIn
SJOr
paed 4 1.� .ti'tfr•
��aAI•'df •SLtsge I •care V _-
5 4 ir Buts aAffair /f c[
RADIAL PLAN
Car�/t'
A�
in
min _6,0 -
_ PrAllasoWs
Coastfucif rf Jafr
3 yr 1dr4
Slde•dt orits
Sldavoit
Space G - �' • ---- --�-
1
H
T oper aw b lod r down ---
to 0 a ftla plJ/r of PoY Un /
crtke a•of run rn)yfr - CG•I? - � ;
w•two ail picapid.
i T ITav a I?C-C o•o.o D o•o` t/
�ovffr�T t.trrieye - w Vo Q, Y/4 l•0_ 0
v»l✓htn Sraa»oar
w 5ladwolt Space ��. {,�. .a
PrmilsAWf "' '•
CansfartrJlon Join Pg Nara CG /2 _ ._,�,.� �
�6� g
TYPICK ALLTERNATE RADIAL PLAN
fGA USE AT APPLICAt%f STREET
CONNECTOWS AND COMMEIfC1K afar Crriawciao E(if araae
ENIRANCE;S. t Heavy Tfuct Ttdlfk A/ticipolw I
ses Standard (Y:-/J !/edl ?OJJO
fi •�.
• oti?ray.._.
A --- TANGENT
PLAN s �,
• rw/wo sra ix-] cG-T is ..,ad.
Sldawet Arad ._ ._ ____..
f'f /s fin frlNruw
- ___. rayub•rwr to
•6 iwlln at Witlllhl D.flfr $1110)
aaNevs a IPi shy»
Sro.CG P �- - ----- r t -
---- - -- - {
SECTION A -A
iNS Item day De
prated ry cosy In I•'u e
•S A it AM $ a 1? CC
Pr mlaaode CaWrutylon
SApa IPJ fVdslra/f1
.Nf1rt
St_ CT IDN U. U
At'usslae foul. Is alined as u cwrina .i
ast:o•
urtuaviLclw.slOWs.fket and slip faidslwf
path ootwcilfp WoLcrsutw asm+ferts Of a
Oasts of E•plucd opyropate slaewatt
lra,r,rterr /coo wl�ln ur sfaerda of aklowrrt
spY?Cr a ksS Inca
flociNly, flu/ cw be asp, hotrod, craw w.l
,sw by P& umu W/$A muWuy If ,014 alert
,WILT FENCE DROID INLET
PROTECTION
[I• )
2 X 4' WOOD FRAM[
DROP v INL 1 ;1
1.5' MAX.
II
II
U
STAKE
kmf
a Slum f2,i Aid, labnl
'`1 � vlFlr
MOTES r
Curb ftrlp diour to on ioSt A-3 Conctre 10au A� I/ gnaws/)wi th slip rwistofr Irrdufa
defdclbde w.uarNnp s�aXY co.•rlflp fin art rl a rlOrA d Ile rwnp Imn rran'p Ilan avy M
praosr o, anti In poor). Tin dandallo warrt/V stall be provided by an e, A)SW •VW VE d0
flrJsn Ramp stuff nor a+cvW o ad„Itra." statro of I.P.I.
I Aced slaws of C%db ramp to be 1u 4ad .nwsdlthdadll' Willi reap 11000' Or fey usliy ✓•f
miss000 cpfulrtscYbsn /ahn with fequlrrd poi
t! (uetp thaw Is p(licasl, odes uwf cr' Iralaw fr awd outs ao that uJ/dnify flu(W
sides " bad cast lA place after- l4ocarrart of Itrowsl row /kin. Pfa.uu cutk,are snort
to class A N.
HOW1100 Owls ote to be era 5 A fi pldrelf V celvr to Cmvdf alav btyn slam at Its lo'ni)
lice, rrla,0e001) a1 Idap (Nor. YlNfnum Carrillo own !%a'
Curb /00PS will to meos+./sd Old pad for at Ind COnrfrarl.NVI p✓tera for trya lkdI( (antlwr
Comfort SlawWdta wN1 IAo"w aggl allwo skltavet, cYrnpras in proos.
Cwb/arb dead ,War slgot ffeuiilru tit/ou al to cart rutylO we Inc/Wed In ",nerr
for awtvauro wt0 pultar.
Wale» used Ill) cmjuratlan will) Sfanawo CG 1 or CG f. Ile cub lace r' tfYs Slu,slwd Is
to be odfusfled to errcn Ins ANNINOWe Clwb arf)y.rarla.
Curb Rofrilul are fa to kicatea 'u st.A•f1 on 1/0 piolm to as allecle✓ ty /to Loplfesf.
rust' we to be providw of Iivr"aldru wrefaef in oxessucid lrsaa m Wllfm fin tlprt/A
way ✓ o Nj^ay, laJllry crosses d cwD /apwuofdls wrdw s flutnao/t Is e.l,rl✓,q.
ryfpat,ea or fldfaa/lslrr. /sy writ, be atfsa /inn pala.srilwl C,ossWufts os s/a>+n rI I O!U
of as dill salad A• Ile i Iiii/nOw. Qr should to be toutfw b.trtinl reef" Step Nros.
F.Isfin(I liV01 polas.flre ff•dfafrl. ✓icp lneis.acwillolw offalooar wit'
STANDARD V.D.O.T. CG-12
�v
3• MIN.
s-..._ GATM.R
ATCESS
l J - AT CORNS NS
1
PERSPECTIVE VIEWS
I
I' MIN
i
l 1
I+ t,EVATION OF STAKE AND -- -_
Ii AMIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
iH[S METHOD OF iN.t1 PROTECTION IS APPLICABLE W ER THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING I C F S ) ARE TYPICAL. THE METHOD SHALL. NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
PSI H OF
O �
nold A. Mislowsky, Jr.
o CERTIFICATE NO. ,
U 0 0674 1.
1 � (�"I 1. It
Rh
PROFESSIONAL
_ ENGINEER
Tree size to be 1" calipetr
at 4' above mulch layer
Garden hose
Wrap trunk with cloth" or
treated crepe paper \� ,
\ ?3
�#9 Gaivaizud wife
10 mil filter fabric -
33"" min
l
Backfill consistts of 50%
peat moss arletl 50% top soil
Tree Planting Detail
ref to scat"
r-2" x 2" Wood stake
P'fle bRrk rul(:'.
Pit 1 ft larger
than tree ball
Landscaping Noltes:
1. The base of all trioes shall receive a 4" layer of pine bark, 3' radius around trunk.
2. All disturbed areas not receiving plantings shall be seeded according to the plans.
3. Dead vegetation shall be replaced during appropriate seasons as instructed by the
Zoning Administratorr.
4. All grassed areas will be seeded per the plans and be mulched with RMB PLUS at
100 Ibs/1000 sq.ft.
5. The contractor mwst maintain and warranty all landscaping for 1 year following
owner acceptance.
4• J •R`T�
• A I
' .
f A Ad A A A
A d
A ;
e A', °-_y s - -- -- _- The bottom of the curb and
gutter may be constructed
Iparallel to the slope of sub-
-6" surface courses provided a
minimum depth of 7" is
This area may fx Colic Or. t maintained.
at the option of the contractor
This curb is to be used when
design speed is 40 MPH or less
on Rural highways and 45 WPH or Note: Comb. curb a gutter hoving a radius
less In developed urban 9 suburban of 300'or less (along face of curb) shall
areas. be paid for as radial combination curb a
gutter.
This item may be precast or cost in place.
Concrete to be Class A3 if cost in place,
4000PSI If precast.
STANDARD V.D.O.T. CG-6
dlescri;o hbn
REVISIONS
( I.
•
: I
J7J���1/T pyy. CONSTRUCTION
/j''pp/�,,�, I/]� /j��� EjYE.]
p,•�i�i �.�•.sL'W:,.°, - - _ i" ... I
r equipment dorm o// aril includingrestoraf on For the / x
1. i"he contractor shall furs/sF all motenals lobo and e and' e �✓/
t � 9rP P
_ T3' Via, .., ;;� '� _ -•,` `,�. x �, ,k. �e.,�; ,
2CYr, ,F `Q
v
r r s n ce so for the SHEET
AMEX
completed installation of the uit/it s sterns and o/1 other improvements shown o implied a p s .� d. `�� <„ - , ✓••-.;�.,.J. .. �, ,,., ,. , -_,: _ ,k, -..��
P y y P P � � � �, I IL.��`x�kl"'�"� , '�.., y..../" r . ��v a^•,� ! -
kS.Y,�'A fh. .. . ., .`-•_ ^_. 1, �c:. .. ,.::,� .,. .... _ 1„ ,.'4. ,. ,, +a,.. ,T J ,Y p ... -_. .. d _ .�',.. x, -
a use. Unless otherwise noted specifications for a/1 e✓ark to be in accordance with
r,_ _ 4.. . l .�; -. �, . ✓ . � F ,
completed foci/rty ready for u n ss
• . : • • ., . . , .. 9 �.Ce'{' �. . .. i 4�^-„},� cY;'. Y� '�,-a,! i s.�..--..3"" a .J. h:: - ,:i ii J .� 0 yR • F -�5' „I . ,..., .
.: a Y19 . f .,1.
If f rho w"' rn/ D art✓rtent of Trans artation �r in/a i . f,Y, '< 1
a liveable Standards and Construction Spec rpatrons o e a ap p 9 �.� , , �_1. _ _ . �� r` .`� �'`-� ,... , ,r, _ �e .. ...>e r
l ale 7 r« fP io . .„ d- a, a
c Cou t Sanitoho Authority and the contract documents. - . l ��. r
Department of Health; Freder/ k ny ii y d f ,x td, ,l, , �. v :.,.,, , COVER S �
• .." '.'�`Y T,,, , ,,,,, ;,,,�:'<`' lr, 1�✓ ', -', few ,r ,., ..s. , w.::.
u TG ies• however,such mo exist that ore not shown. �-. -�
2. The engineer has attempted to locate ex/song subsurfacet ty �•.,`ti:. , .4 • :. _� .
this w so s to avoid damage to an utilities. An damage, shall be the k ;h - , ,.r � �a �,.> �� , -- -� ._ .'� -
The contractor shelf exercise core /n s ark a g y y 9 . _ -z,1 ,� , �., t �r` L__,, , . �.-: ,:��, �r�,_
T l t . The contractor s al/ notif a// uti/it companies 72 hours nor to construction. Coil Miss ; , f ,. ,l _ � �r y,{'Y ,, � _ : �;; , F.i �,,o ..,
contractor's respons bt T y h y y P P , � ��l . l , , x, , { , 1�,1. � ._ �,l,�e�.... �^1� ry, . '� '
.. i'� M' �. .�(j��"'11 yll.. 't �J v�i ( ' "-✓- .% .- a sy. t' +-'• '.tea 1.
Utility-
1-'B0Q-2J�7—%77� ? ..
/ eo t. Al/dimensions, elevatons and locations steal/ , :. r ,� � .P �„ �. .., .> �, .. , .. r r .y. ,. ..� s ¢ t
J. The contractor shall be responsible for ®// construction, stale u t o � �.v �;�. ,'°°�� s �: + <i, � s� ./.> rr, ��r .' � s ,�,� 1.. , : �t /
s-
u
the work. The En sneer w/ll approve al/ Cut sheets. w ✓P. .< � , �, a ... ..._ ,. r, � _.�: .e,.»:,.�,,,.�
be verified m the geld b each confrocPor prior to beginning rk g Epp ¢�
A to brought L� _
course f the work shall bc.. I media / 8 ou o � , , , .. , ,, ., � ,` c x
don rtio encountered during the sou e o h m � 'x r .: �._ r �. a. ;�., � �_ _'_
4. An unusual subsurface c d ns 9 1✓ g --, , t ., �.. - : ,av- � r .f, -�,.. e . ,,.. ., ti .-- r._ � , �.�»� . I �.'
er and
o¢r the Owner.
the ottentron of the En ins n . ,r.L''r ,.1.,f.,.
t 1 _ .
- to r✓/i dhe e topermit �. _ _ . _ �, .r-... _
o h/s work and shelf for f o r the � A , ��-.-,
of his en ease a// ermits required f' t y
5. Contractor to oPataln, h ry p q { '� A _ + ,*: �,. , , ( , „ I ,eta .: ,dE3 _ F f F 4r a s J r,Pa. ., . C
sand/trans imposed
!C 4 . ' e ,. .. t
p _ .. W _ , . , 1-. � : ram- ,,. >6 . �i°���.��%` ���.
l c�'
.4 ..., /
' e ra e t area, An v✓ark ei�. m<3d alfsrte /s the Contractor's u ,.
6. !l rod n for improvements to be confined to the c P „ , ,�
' a '+<_ ,� , ••� a , , t i < � , gip, •+ .; ,(,--� :>� . ge , d/t x: - �� �.;' ,
responsibility.- - .. /",..-„�;..s r. i 5 ✓"_ ( 4- " r,' 2.i+: as +hO r r F-:.- iy;.4.`.;. .r I?:._ ,?'^"-..
rm
t ethods to be In accordonce with the /nro ¢s�¢ .
7 Tem ore and errnonent eroslfon contra/ struC urea and m r9 aw
P � p .. / �
construction. period
I,
Control Guidaliaes and local ordinances and to be utilised dunng the P .
Erosion a 7 .,
µ
of structures shown or as required durin construction shall be conPmuous/y mo/nto/nedR
8. All erosiofi control s u q 9 A• F _ _., �„ . s :k.
n Po e surfaced care to have stone base installed u � a,,• , � , � ,., .,: T , ,,,..,.;_ .- ._� „',�.� .,,. , :.�„-.� ,;� ; n' . _
throughout the period in which areas are denuded Areas show b 5 , < A •.�.. i ,, �. �,� 1, .-0 „ -
o .. Y ;re. ;>'
r / to remain denuded for more than 7 calendar a s E ' {
of the ear/leaf possible dote aftersPablrsh/n9 .grade. No area s d y � v rA. , i a .,� • J � J t ,l ; ��j �1 ar�� ���_ ., F �
.�: ✓ Q i � , �� r,5�"•t qp,\,. i; rt,. ( r : ^•- \,:<�y
when construction is not in progress.
ce �- t',,. , ✓<. , g'r o . `��, �,.. r`� � �k 4 r,.s.;i� F1 � "�a.. i % ���� (G "-_•� � r
®B 4 t
�,`f �ki...®.:-.? i'.;��_ tf:",r .al ., a #1 �1 A r. .. �,: I :._.
areas / media el upon completion of pipe lam in the affected .w a .�. ( _ �, ,, �, t . �,. . . , ���.�,,� �..., �-0
9. Contractor to clean up and restore disturbed a s m t y P P P P �' 9 . ,� , �.__ <, ,. r ,. �e A �. , � / � _ -s °�;�,. 6 . )p, < � ✓ ' -;
viz ;�
area. ' V ii Y6ff '� 1 , f, , �� ; k a r f
�`�+_.o a : 9 ; y, : M�➢t, , �R, e`g' O F N �1'' �,...i,�'ri 1 t '�L�'-�.
.- n �. - eo'-.; �� - aS..-.-„ ;J/':_ � _- kbr ,-,. � r„ A ..;;.Mr+.k. �.rt�-.• '. ."' .. y-,,, � 94� _ •, which d sturbed b this construction shall be provided vided r✓ith 4 topsoil, j ya ,y ,-,� , .,<.. ; b � a
1(7 A/l unpaved areas of the site are t y p P o� ttgmary ,F r':,. v .. �.e,,t, a . r, s5
W. q ^ '.: i•� r ..
watered : aria red for as ecessa to rovide a
' fe /Used seeded cam acted rand mu/shed. 'Seed ,bed to becored n ry P
�y v ~_ _�, P ..
d s tachieve la n conditions.' � � . < e ,. - , t � ,,� ,�, . M. ,� , . � , , �. _. u a
rasa saver. Areas not railed shall be di
sced leveled an .ceded a �%� .� ,. �: ,� f. � . ., rr � � ,. .� �. ,, > .., � .
goad /qc�nquality,,9 g„ � d , , }t � ✓` , , '� t 1 ,-�`` -... L < , , �.-
., - rI ,i�
s J .r . _
s u a permit from the � Fire Mars mourn/n of construction debr s on site „ _ T� 1� . � � ,. , : , , .
11. Burning of land c%armg debrr requires p qr
, �
is rohibited.
p rk� r. a' e { C '. "� rt�' k. ''-�, �� '� w
d S O iflc O t/o and / < v Art{i �- (!/ .
12. Water and sewer limes are to be constructed Tpi accordance with these plans on p c a ns a d steal � ,,�� � r+ � �R
e Frederick County Authpn 71`ie controcto steal/ coordinate ,; _ �, , . :�. ,,;� - � �` � .: ,, •,f rt ' .: 'G
additional/y meet all requirements of the �' �'
with this o ens and ormn e for inspection by�the County as necessary.
�✓ n wot r services to be erected b the Frederick Counru Sanitation Authortt
13. Enact locations for s9 er o il e d y y
9 h �'
Inspector /n the field.. Contractor to pprovide assistance as the Inspector moy require in ;;'th/s effort ��` �� �,, _ ,, � � � . '��✓��
14. Tem pia,- term/notion of sewer line shall be plugged with a watertight plug. The e!nd of the laterals steer// be � �' � ;� ^" , _;, , • k , . - ? r
k with o treated 2n4 oat entendm from -the /u to er hteen 1d inches above the round The top sin 6 �,�: '. ` w. T . c `0 ('
mar ed w� r P 9 P 9 g% 9
inches of the P ost shall be pointed green. Sewer lateral e%votrans to be campatrb/e With gMvity seTvrce to 7,
h Architectural drawing.
proposed building as shown on the t��: , or n < : ,t # �, `✓,F ..: w,
motor is reset they require.
l rn relocation is re aired Before the .m s h l
15. The FC.SA will reset the existing stars if9 y q �r ,,`,`�,; ,
ales bar, the f me and .cover a set to final <
7 the frame and :.cover be ro er/v aligned with Its rrroter ban and Z) rya 4 �
1 do 27 tn' fie 4 of
I
n f t cover and ire bar between 8 0' c s 1
grade of the lot 3 the distance between to o he e % ��-,_ � ,
c_
(f..
d i /t is the contras to res onsrbrlrt to have
components of the meter bat assermb/ to be in Ira or working,are e t P y a . ,
the meter bon Installed : correctly.
.
- 16. Design features relating to construction or to reg u/ahm
on, contra/ and safety of traftTc maybe subject to change
as deemed necessa/i / b�/ V•D•O T.
rr'r
'r d ••�� _ ! :�`" -`-.- �n 4 „ i_..� /� _ ill � y �.-%! t-;� `�y) ,f"'P ��'�q�- ; �"�'"+✓,
/ acted o 959 of theoretical monrmum dense as d termined ...:. r
1 % All fill, boss and subsurface Tmater al shot/ be compacted t ty a p <, /� �� ,y�'y • .r , ,
O T-99 me had A within plus or minus 2�• of optimum moisture. Independent compaction tests �a be - _„' u ti , , •� - > >= j`'°' Q < ,�:;t • Q < '� ,, •' � -_ � _,' �..
b AA.�'fd t P p P P y
required for verification by VD O. T. I'
18. Access for emergency vehiclesr must be mofntoined at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire.
hydrants. Fire HyMap
drants ore not to, be obstructed at any time.] (, ] �,%
19. V•D,O.T, opproval expires three, years ofter approval date. qy
00
, 0-M,
M, ,
,
r
4
�k
1)
(6
O
O
el I jj+tl NA
0
ZONED: 16
c
— — ----------
691 f
PROPOSED MANHOLE t19
RW-693.5
1w. OUT-688. 10
Aw. 19v--6w. JTO
69J. 41
4-
PROPOSED AIANROLE #18 A
RIM- 69J. 0
INK Otff-687 40 / o l / �P ��
INV. IN-687 60
C. 0, Cot)N Tfi, Y,
0 0 3 roRr
A- B� ;t DIA(C
$90 51
:1Q,
:b 692.4 \11, 4p
RELOCATE F)(ST WA7F#,.
METER & SERVICE
, ., , 1, -1 1
P101kh7g -w
.Area
Existing conc. Pods
TO emoved
c
220. 00'
69 (0)
T
PROPOSED MANHOLE20A/ OJ PEDESCROSSINGRhw
SIGN
INV. 041r-689 05
USE ShALL OW A64NHOL E .... ..
4- SAN. SEWER
D. Z. P. LATERAL
.57RAI-0
INV. OUT -68649
P,?Owvr I
Existing
10- uqple�-4,
Existing
12' V(7ple
SIL T FENCE
/AU7 PROTECTION
FI
NAL SITE PLAN
%ll NOT rO EXCEED 114;r STR, )f4 (DI- 3B) A ED.
-
100 ZSO
�7li
35'DXr-LL
HEIGHT //V0 Uove /AV. OUT-68*10
INV IN 884.20
RA
NO-00 00-M-01�1110
0 YJO'42" E- ' REQ141RED OFFSETWATER SERVICE AND FIRE HYDRANT IMSTALLATION PER 017Y
OF WIACHESTER REQUIREMENTS.
ple
15
-24" =qple cSF TO NEXT ,ENTRANCE
('To Be Removed) SEWER SERVICE PROVIDEO BY FCS4.
54. O'�- 15' R. C. P.
TR4P GENERA TION
ir
/7Z CODE 912(DRAf IN BANK)
TRIP GENERATION RATE = 291,10811000 SF DAY 0 2300 S.F.
STR ,f3 (DI-3B)
TRIPS PER DAY = 670
RIM-587.50
Pedes", Wt
-&U.60
hVV 007
THR047-8'
/P GRAPHIC' S1/1
Hou
se STB P (DI.-7)
TYPE lZr GRATE
RIM-685.50
INV OUr-68Z21
-68 ;1�� IN 2.50 (21 -R.C.P.) U%/ r
INV. IN-682.21 (15N RCR)
INV. IN-682.21 (75- C.M.A)-
iW1 N
9' - 1.50 0. M.P. 0 4.8Z '41//
ALVUST ALIGNMENT AS NECESSARY
TO U4RE HA 7ER77GHT CONNECTION
AT EX. INV. OUT AND PROPOSED
57R Af 1.
687. j
H op
-Z,
Id Mislowsky, Jrz
0 CERTIFICATE NO. -
0 <!A0174r ,-b-
kGIS ERED;
PROFESSIONAL
ENGINEER
2010 0 20 40
IN FEET)
I inch = 20 ft.
PLANTING SCHEDULE
COMMON NAME S/Zf OUAA(rl7Y
PIN OAK I' CAL. 0 4 HIGH 10'REOUIRfD
WASHIACTON 10 CAL. 0 4' HIGH 10 REOUIRED
HAWTHORNr
LIGHTING ,SCHEDULE
5yAlf8OL TYPE OUANT17Y POLE Fl)(rURF FIXTURt ANrl7'Y
04 A A 4 1,51 400 WATT MERCURY VAPOR
SITE DEVELOPMENT
SUMMARY
fXSTING LOT AREA
.5.1, 741
S.F.
ZONIA16,
.8-1
CURRENT USE
VACANT
TAX AMP
TV,54f'--7--J0
5F73AICKS.,
FRONT
J5, 0,
S/pr
REAR
FLOOR AR44
2,J57
SQ. a
FAR ALLOWED
01i
FAR PROVIDED
0.071
PARKING SPACES REOUIRLD
9.4 AT 1 SP. PER 230 SO, R,'
HANDICAP SPACES REQUIRED
I
SMNDARD PARKING SPACES PROVIDED
16
HANDICAPPED SPACES PROMED
7
TOTAL SPACES PROWDED
17
LANDSCAPED AREA REQUIRED
11, 460
So. f7
LANDSCAPED AREA PROVIDED
11, 600
so FT
PARKING AREA LANDSCAPED REQUIRED
PARKING SURFACE AREA .. 1
71100
So. f7
REQUIRED PARKING AREA LANDSCAPED
JM
AT' 5Z OF PARAIING AREA
PARKING AREA LANDSCAPED
1188
SO). FT
PARKING LOT PERIMETER
468
/17
PERIMETER TREES REQUIRED
11.7
fA.' ' AT I TYCZ140 rr
SPACE TREZ-5 PEOUIRED
1.8
EAll. AT I TREE110 SPACES
TREES REMOVED
TREES' REQUIRED
18.5
LAICH
CANOPY TREES PROVIDED
20
EACH
DISTURBED AREA - 1. 1 ACRES
BOUNLWY INFORMATION BASED ON CRIM BOUNDARY LIME AD.VSTMENT
PLAT BY G11-BERT W. CLIFFORD AND ASSOCIATES, OA;rfD OC70BER 1994
AND FEBRUARY 1995.
LEGEND
EXISTING STORM DRAINAGE & STRUCTURE
PROPOSED STORY DRAINAGE & STRUCTURE
PROPOSED WATER MAIN w i
EXISTING WATER MAIN
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE & 80,)(
PROPOSED CURE & GUTTER
EXISTING SAN. SEWER AND MANHOLE
PROPOSED SAN. SEWER AND MANHOLE
EXISTING FORCE MAIN FM
DRAINAGE FLOW
EX15 RN6 GRADE
PROPOSED GRADE
so
PROPOSED LANDSCAPED AREA
PROPOSED PA QED AREA
PROPOSED EASEMENT AREA
PROPOSED SIL T FENCE SF
ZONING SOUIVOARY 28
SILT FENCE INLET PROTECTION
/P
:1
In
-- -I
0
�
I
i EXISTING
FACE
-BEYl,WO
Of CURB PAVEMENT
L-.
2° SM-2AJ
10
x CROSS SLOPE TO MATCH
EXISTING ROAD CROSS SLOPE
SECTION J
-A
SCALE ls = 0' HORrti'.
DATUM ELEV
66000
c
PROPOSED GRADE
0'
24.5' ( 18' 22, I 18' 8 ( 14
PARKING ACCESS PARKING5 5. , Q
a.
WI
�b W�
PROPOSED
ROOM
SIDFWAI K EXISTING
PAVEMENT
f
I SM-2A
8` 21A
SECTION B - B`
SCALE.- 1' = 20' HORIZ.
x
2" SM-2A� x CROSS SLOPE TO MATCH
8" 21A EXISTING ROAD CROSS SLOPE
' r f
o,
rn 4 + Q
r\ h
692
if if
W Qit
688
l II n2
hO�Vh � 1
i
o _
.8
G 0
_ -
}._ - _------------_____ 684
5
54.0'
® { 9.0'-15" R. C. P.
a I
0+00
1 +00 2-f 00
STORM DRAIN PROFILE
SCALE.•
1 " = 20' HORIZ
I" = 2' VERT.
r
SIN OF
L� 1p
�old A. Mislowsky, JrQ
o CERTIFICATE NO.
R IS ED
PROFESSIONAL
ENGINEER
54.25'
46.66'
12.0' 190'
ACCESS PARKING
L Jm—Lm
8° 21A 8' Zm
SECTION C - c
SCALE 1 ' = 20' HORIZ
h
Q
W
vv�
N
�
WZ22�
PROPOSED GRADE
�
�
E 05TIAG GROUND
1 �
/
\�
/NV /N.�
/
1
�1
4
684
-
(ASPHALT COATED)-
}
v
_
\ls—
W
INV OUT
rc
681.27
N
I
�
0+00
STORM DRAIN PROFILE
SCAL. E..-
1 " = 20' HORIZ.
1 " = 2' VERT.
0+93.91
t
lolp
ti
LOT 2
o
DR;44No
4Ce
14,71,V
06,Q
S 4N, SEWER 0 0. 4, 1
w
EX. MH I
INV. =686. 1 Ql)
PROPOSED /NK IIV-686 75
CORE DRILL NE INVERT
Ln ?6�9 .4,b
USE KOR-N- ADAPTER Q)cn
ct
x qi
LOT 4
LOT 5
PROPOSED AUAWOLE f.19
Rlkf=59J.5 i
/W OUT= 1688 0
INV IN=688.2(2)
5' - 8" 0. /. P.
0 0. 59
PROPOSED AMNWOLE #.18
RIM=69J. 0
INV. OUT=687 40
//VV llv=68760
j ,
893.
. ...... ...
Mt 4
8'
AWAIr
-svnwm"
PROPOSED A
Allm=592 5
INV OUT=689.
USE SHALLOW
GRAPHIC SCA Z
30 F0 30 60
I JO' H01?1Z.
I" Y Vi-RT IN FEET
1 inch = 30 ft
O
N
696 off,
�ll %
Zj EXISTIA19 GROUND
01� II Q)
>
if PROPOSED GRADE
. .. ................... ......... t-
690
146 1. F, 3' D. a 0.51 x
..... .......
15 L. F D.
SEWER 00 0,41 X
PVC SEWER TO BE SDR J5
684
DAMM ELEV
68100
7+00
2-+oo
H OF
Cl� Mist �wsky,�,j
0 CERTIFICATE NO.
02P674
REGO"
;TERE
PROFESSIONAL
- ENCINEER -j
r
90 1
� a
1 '-6
$W ARE SKID PAD 6-THICK
CONCRETE ASTM C-130
4000 PSI
JO wT S ARE 10 BE SE ALED
WITH "0'• RW.,OASKET __-
TOP OF M ANHOLE AT OR ADE N P AVEMENT ARE AS .
LNLESS OTHERWISE DIRECTED. TOP SHALL BE SET
16" MN ABOVE ORADE N EASEMENT AREAS.
I-. CONTRACTOR TO GROUT MANHOLE
OVER N PL ACE.
�. 4 BOLTS (3/4" DIA.)
-210• @ADJUSTMENT RINGS (1 1 " MAX_)
.a
O- MAX SET ECCENTRIC CONE
SO COVER IS DRECTLY
OPPOSITE THE DOWN-
STREAM SEVER
R
12" OR 16 Atyp)
PIONEER 301
. = MASTIC APPLIED
BETWEEN JO NT S
AND ON EXTERIOR
SIDE Of JOINT.
VAR
•
TABLE
el r
• ,`
ID , •
PIPE TO MANHOLE
_
! . ;
•'
CONKCT10N TO BE
BYFLEXIBLE SLEEVE
KART CHANNEL TO PROVIDE A
SMOOTH TRANSITION N TOOUT,
fOR ALL CONNLCT10NQ
e .
3'-0' MIN.
2'0" MAX -------- ---'
4'-0' MAX.
GROUT BOTTOM OF MANHOLE
H "
tr-, :.,._�•
��
TO FORM CHANNEL
-'-
• ` "� ; i'•
Q/2 `y;� Z: ')''
a t
TOP OF BENCH-
'WALL
;
SAWS ELEV
s , • • a e ► .
,
AS TOP OF PIPE
5.,. is
to BILDD IQ OF •
"W STONE •aib_
NOTES. i Manholes stwtlaws sTAail haw an external Esoattlsq of approved bttumastic water proofing prior to installation
2. Concrete ad*illi font rings wAlist be used tf adjusMwnt eievatien extJeeds two tnohes
Tidy shill have an exterior rwtiy of ►itMlV►atitle Water proofing.
3 Non-SN'iNt I)rotrt With slitivns may be 4se4 for final slope adjusln toot.
♦ Skid pad to be p1hoed arof, A wiarll►eies located to shoulders of roads
5 Flat tip oasts *all ►e usid on shallow Enartl►oM (6 ft or less) installatans.
5TANDARD PRE -CAST MANHOLE DETAIL
O.D
r•efulN Conipaotod Select
lokfill
l"
4"
ep STONE AOGR AG AT E
TRENCH & aEDDlif6 DETAILS
by as spigot SOR 35 Sp*t by R
by Factory Fabricated SDR 21 GAsketed
Belll 43* Band BOR 21 (MA* ed
I ell by SCH 40 Solvent Weld Bell
Roll Adapt I Test Too (With Recessed Square -
Head Plull )
I \_SDR 21 Oastceted
Pipe & Fittinlas
SDR aS 4"x 4"
Gasket" Roll Wye 19- Length
of SCH 40 Pipe
i-`�f ally
SCH 40
Solvent
Weld Cap
R-T
"
4" with,
,ed Gr lien
ALL FITTINGS LIP TO THE FACTORY FABRICATED TEST TEE
ARE TO BE 0A6nTED DELL.
THE TEST TEE IS TO BE MADE FROM TWO SEPARATE
FffTMOS SOLVENT WENDED TOGETHER. IT WILL HAVE
A WR 21 GASKFTED BELL BY SPIGOT ADAPTOR JOINED
TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE
THE UNION OF THE ADAPTOR AND TEE IS TO BE
PERFORM AT THE FACTORY.
THE TEST TEE, NIPPLE, AND CAP ARE TO BE SOLVENT
WELM TO0117 R AS A LWT BEFORE NST ALL AT ION.
.`J Sleq or° to M pror,ded
when H is 4' d a grower NOTES
for details sos Sid ST-I -4'-2� -•y
• -. _ _ #�:�- 3•Ao wp r,ols 11or1•■frw depth IHi to as q For pe-N Muth tree
' Standard Of IA
pp 12' e•n
C-la - - 1Mtrr specified "I team the m.r1 is lu be shaped
_ In a.cordond raM
ce will. Stardorn IS Tcast of
N ha •o .� T + ��or fW r 0ong ad p.l. ntg at Materials incidental 10 she^r /AI A c I 11 ex6'rMh shu" n in rid so be rnctWNd price wa fa Eta drop
• ,;, L N • 1415•- p Or 2••Inter cornpteta
N N N rn This item rrtoy be pr•COSI tit cost m place
L
_ .- -- - --- All cast in place concfete, to be Close A3 For, precost
------- 5•s Show 1010-i
The 'li'd networ, %hcrwn on The Skinttceds ad speCitled
Oil Ife (#in will t,C measured ttom IM rrW*fl Of Wo out
- I - SECTION A -A full Pipe to No by .It the s• clue I'lon "Wriv eosrms
pre app"Al" it (xay for astllnlssing purposes and the
actual du1rel,yolt5 %Noll be dewmar°d try fire Contractor
-----4 I ---- ---- from held corWmons
PLAN e 4 r 81 Strnaulh Dowers B opp,or. 12" n III"ellt ft rivrivalewl of fto "d M plus a Myer than
(Grate Rerrto.edl C C to to placed w all Oren• ctdfocent CONCRETE Ul1ANTITIES FOR MIN DEPTH to bdlrn of ttre Structure, no owl of to s►tc►n
° weep hole .wren 12". 12'• pbMlc rtarOwue W obulrnq mrrsete to prowint 12. cone pipe - 1440 Cr Yes Concrete shoe be .Rued with cemere roorso to pre.rlr ►ed"ang
tarn Ito" ,*reOt a galvanized Steel awife. e0 ObI"`ns 15 cone Pipe - 1.528 Curds Concrete a padre Of Wtr n the ►ruches the cost k►
mrnriI were do O 03 inch, nlmbor 4 h head dowesea 2'si"no" may W IS' coot Pipe - 1620Cu reds Caerere ennert efnGeg Ir1dI w rrsaded n tM Plb♦ bit lot
mesh hbrarsale Cloth onchared firmly to Piq,.aed See 9lu,dayd T-p- 3. ♦ r COM r 1pe - ICI T Cu yde COW, We wa structao
outside of struh+e all nets OWlin Add 0 ♦fe Cu yids per additional loot or (feplL
SECTION STEEL-}- SECTION CAST INON
` 2-6 f NOTES
c2}s2}s}-- --2 Y -- 1 3•� N
60
it, W
�rj`\`
Or aelese � cast wan cedar 0
_ - Il
I Inn rl rinQ�o��� C - no nlg reeler rnerrai t e Unapys,
C lJl IIUIIIJIIIJI C maetrny tM opproral of the k.rpmw,
/; InnId� �nnIfI l „I y, may its subetnuled for the cast son
all Weld ref I Oplpnl '� lugs ,�, shown hereon
wren ~Saabs li6!31M. Brace Ribs _ lllll))1111111 lJ J 'rj' N
HHH HUM
STEEL CAST _
!- . IRON
}sl}e♦ hips I} 1"- I,-. 4"L
a i SrW SMor --- -
i
I
i.� 1 SECTION C-C
APPROXIMATE WEIGHT
SECTION 6-b OIIttkPI&IONS, FOR
CAI M01d 1ONLY l au eo
;,red 3►1 t :vita
STANDARD DROP INLET -- T
(DI-1)
14 . C• 7nwm (b.wl�dlp,us 42"GC io be p4ced nail ores Odin u•I 00 an ape plats lobs lost
babutttng coocreif to piswrr setttemenl art all urwtirtit. of il'.4 "erealu LE}tEt'
a wtcmaw wrin{••• ells/e•OI �-Grw■,r.0
corVKXW• .sided le MM OWS
I 'Puts" Awn, f .prtela, Doer--� et 2 c-c \
S,devof. 1 ' _..__._�.. _ .. ._. -- s:W 0.sl fts",
-For 4etmu of Inlet tram. a Cowl
___.prier w r"1"Irt - oee St'a. IC-2-� 1
� - - sin C- - ---- - ----- - ---- 0 t •.hid a y ,.. .
r = eon ., ..-..
II I • l { I 1:.•..r. I typed iwe/e
1 I i . •Shy rry ca.Y .
t • S-� � I ,� , J .wrs try. I, n..r c-<
•• -s- I {r HOSE DEIau.S
Ell
\ I _ �u IItew-we SOW
Fo-.
`
h 11 - ~ I ~` A - ff•teM ew"S ` 7
r u I, ash p (.on canto( above n4yse coo Ileell ears A Jj/
Gtxf Card ..rn
It sled is eetttevtow IS Modma Coo► or -t• rrOW Core, e.11ir .e to 04 delrlee.ls" do" l
PLAN F s °•- e'Irn
ti Wm fire. � . • -
r 10 wo - -'{ O1tete area
ea ay be star heer, then, Scow the e.ptr.ron lame to sea
-___ -.... '2•Iaw . 6 wren j(y
will apply only la curb or curb and e,nw __.__ j� :• ..*-.-eM E
L 1 e :-I'-r-
r4� rJ
L -rr•r- M.t EO'y-'.•-s_�-�
t-•- -_ { e'�--s' o•-- SECTION 8-8
I Al
-- - • n.y.e I~ J"rrvI bm o aid fir
_.... • are4e■
y.f{� Are e.e ern
i -�• - Note E 8 =• s. G - .I •._ --
I - ew. r _ IF -
r °! Dw+• rA. A no.S o.lw .Safi be ".W aw, C `r `l� _ �lyyee
1 i rue ,w, its CG I It CG-T S,owa4r4, Y J _ , y'tye",eaf
\\ J/ FRONT ELEVATION try. B Mott afire, show o. wta r^ n'\ •.,t r w°°ewle
-J OWN" r -set art CG t s Cr-{ sln.do a• a I Hordes• Garr
( i „w.
e 3•dlnrn.,w ...Dhow to be 1-14 I 0
___LA I,
pl wan weM•4 related lot weep 1
-_.- rl art Soo r the u..w 1 Ire fiat lull prat h nryhw Iha1 Ins Galiml I `+b. m• w e.
of tar fhrr lu e,IrN ,mere r a the %trac■"r, Ihal be Intel with crlre"I hue +rn Ij_'12 etaar Mao+fin f.u,.ra•u .R..n ",,
brat" taw c•e.wn warrdrry a paWrny of w.tfr n One Slf"lae. The twin 1/4'ree.e w e•Ivsrrl.d 10-1 e. 4 d" Or a'.eaw
"ore• Srurwad cco,' mo, .1m h h„11 ed +h toncee cost hr ..or shuprttg srra refs Pwluaw n Ire Arcs br1 la Ito be, 111 .r. au 0 03 incs.w.obsr 4 meet : ___. (w aw twin" ...
aIX;s n ocCbdo,.c• r,tn rid ytyM w,O.n M Ipldrpre Grelh anctwed IrTI f0 ,�� Sys ST 1
Slen card Dr•wrr.a DI -Ma e• i-- r --N r
Fr dimasslrte and smelled net ffrrn tea .tool gel 2 sw•rM et erreswa �•-____4.. �.os_.._.._
---------------- --- - -- - -- --- --- SECTION A -A
Dl-3A DI-38 DI-3C
f---L--1 t--------------- L--------___� _ I—--_.------- L - -1
r.j
�. r wlrpr Tree►
((. E 1
" reed ry. -
" I
l ; I eI If
( us. rn ..a.
' -- -- rid W M dratwrn . eaod" to be IyrrreV.01
r red" "Itware 1 . Is le .14r.S wit,
.m. r.r. wr
Strew$ Pwr 13 I IM uw d vw,.w+rd wed .I.cM r wewrn
r i,IWII, IS s•. rh.srf IS, I. r .wse.S ..w r+. w r IN r....1....-""r. DE TAIL WHEN USED
The H'danenslon Snown on Ins Ilataarul ape •pKll,w wl Ins pans wal be
meowed from the Invert of the O-Ifa, PIPS la It's Top of Ind Itfa"If Ron -it' � 14N d Ira IL I owl, w twr cot., .e utwn r elerr. WITHOUT
U CURB
arawtsrun. as upprmunutr orM la nliml,ng pwpost, and ins actual drmehs, l V WITHOUT GUTTER
"of bod"dr.."d by ohs Contldelr fronthe14 conrllon.. rasa ,. I • •tit n a' O' we..•, Nc• are fir, a r. w .now. .wJwn
+1tn wN.•M"tW\.
IN. ---,-,be rectal w W.t rn reed.. She@ t I of 2�
TABLE OF QUANTITIES
AREA REINFORCING STEEL
L OF CON- - _--
TYPE SLOT CRETE BARS A BARS B BARS IC BARS D BARS E_ BARS F BARS G WEIGHT
Ft.- 54 Ft Cu.Yds. No. -Lin. Ft.a No. Lin. Ft.* No: Lin. Ft.e No. Lit Ft* No. Lin Ft.' No. Lin. Ft ' _No.T Lin. Ft.' Lbs.
D I - 3A 2'-6' 1.15 2.26 - - - - I 5'-7' 3 3'-2" - -- - 6 1'-0" 22
4' 1.83 2,59 5 I'-6" 2 6-7106'110 3 5-7" 3 S--2" 4 1'-6' 3 I'-6" 4 1'-0" 64
6' 2.75 3.02 5 3'-6' 6 6'-71o6-10 3 5'-7' 3 3'-2' 4 3'-6" 3 I'-6" 4 1'-0" 1 1 1
8' 3.67 3.46 5 5'-6" 10-71o6-IOr 3 5'-74 3. S-2' 4 5'-6' 3 I' -6' 4 1'-0" 158
1■ I • 1 • 1 •
10 4.58 3.90 5 7'-6* 14 -71o6'-tor 3 5 17■ 3 3'-2 4 7 -6 3 1 �• 6 4 I -0 204
DI - 3B 12' 5.50 4.34 5 9' 6' 18 -7io6=0 3 5 7" 3 3'-2" 4 9'-6• 3 I'- 6" 4 1'-0• 25 1
14' 6.42 4.78 5 I I- 6" 22 7b6-11) 3 5'-7' 3 3'-2` 4 II'-6' 3 I'-6' 4 1'-0• 298
16' 7.33 5. 2 2 5 1 V-60 26 7b6�V 3 5'- 7' 3 SI 4 IS-6• 3 I'- 6" 4 I'-0• 3 4 5
18 8.25 5.6fi 5 N5-6 30 71oVLV 3 5-7 3 3-2 4 t5-6 3 1-_6 4 I-0 391
20 9.17 6.01 5 17� 6` 34 IE 7M r 3 5'- 7" 3 3'-2` 4 W7 6• 3 I'-6■ 4 1'-0" 438
r
6 2.75 3.01 10 I-9" _4.6'-71o6-10' S_ 5'- 7*
_3 3-_2• 8 I'-9r 6 1-6. r 2 I1-0
• I I I
8' 3.67 3.45 10 2'-9` B-71o6'-ICr 5 5'-7" 3 S-2' 8 2'-9" 6 I'-6" 2 I'-0• 158
10 4.58 3.89 10 3-9 12 7106 5 6-70 3 3-2 8 3-9 6 If- 6" ? i-0- 205
. 41 • • 1 r 41 r r 1 •
DI-3C 12 5.50 4.33 10 -9 16 7106' S 5-7o 3 3-2 8 -9 6 1'-6 2 I�0 252
14' 642 4.77 10 5-9" 20-MoV-01" 5 5-7 3 S-20 8 5-9 6 1'- 6" 2 1-0 298
16 7,33 5.21 10 6'- 90 24 6-7)c6-10' 5 5-73 3'_-_2__ 8 6-9 6 1'-6 2 I-0 3_45
18' 8.25 5.65 10 7'-9" 3'
28 6�71o5a0' S 61 is 3 - 2` 8 7'-9` fi I'-6" 2 I'-0" 3 92
- 20' 9.17 6 09 i 10 14'-9• 32 G Tto6�0' S 5f- T 3 3'- Z' 8 8'- 9" 6 I'- 6" 2 I'-0" 439
It Denotes length of one (l) bar
Notes All fentorctty bars to be No (,5)
All cast ,n pluce conLrete to be Class A3 For ocLeptable allernole see Precast Slundard Designs
Concrele quantities shown one for depth (H)Of 5' 2" without pipesthe omluuof CJISPluced by pipes must
be deducted to obtain true Quantities. For avers of jifferenl depths add or subtract 032 cu.
yas of concrete for each toot of difference it, depth
Length of Angie iron os shown on Sjetwi I is to tit L 1 I6"0 4 10 Ibs per ft
STANDARD CURB DROP INLIET
121-3017 PIPE MAXIMUM DEPTH (H) =8
(DI-3A,3B & 3C)
END -SECTION DIMENSIONS
DIAM
A
4"
B
7-Cr
C
Z- d
D
If- Ole
F E
21- 0"
is"
24"
3d
Sr
I'- Cl
-2'-3*
7-3"
1.- 9"_
1-9'
21- 6"
I' 7 "
4-0'
7- 6_"
4-Or
9-1"
6' 15-
S-d
4= O".._
0"
7"
4'-6"
36"
42'
48" -
I'-3"
I-- 9"
6-3"
5-3'
2'-10 "
-I"
6' D"
2'-11`
-9'g-2"
C-6"
r-e
2' d-
` 6' 0"
2-2'
9-2"
54"
2'-3
-s
2'-9V
9-2C
7r-6"
END SECTION (ES-1)
GRAVEL CURB INLET SEDIMENT
FI L TER
(iP)
GRAVEL FILTERRUNOFF WATER WIATER - llM bEESH
�---- � FILTERED WATER
14
• , , -
I d �
st1)RALMT
curvCREiE GUTTER -- � >a
1
CONS 1n4 t i
I
SPECIFIC APPLICATION
nlIS METHOD OF' INLET PROTECTION IS APPL.ICAHL.E AT CURB LNLhTS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT 11ICELY TO CAUSE
INCONVENIENCE OR DAiLAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS
• GRAVEi. SHALL BE VDOT /3, /357 OR 5 COARSE AGGREGATE
,5'7'UNE CONSTRUCTION ENTR.AN('11"
(CE)
70' RIH. EXISTING
- PAVEMENT
A S'
„S I
FILTER CLOTH s• MIN. IrJ/N7A&E IrCKN
A (CPT IOMAL l
COURSE ACIWGATC 1 I TO si B11CNt~T,
e inwroo KVMX
• MUST ESIEsrE) IUEL WIDTH
Of � A"D Ef'sM PLAN VIEW
lr ter•
T ILICH rl OTH -- '
SECTION A -A
SECTION B-B
CG IY t asaa as o Arrprr down - 1
to f tN reds Lahr a Y.y 1.0
tbtlrsad d /uN IMIvN - CCi'IP. / ' /J
! V
Pot etswGle wars wok:owe. J/ ..... __. /
MiA C(rWrucllan .Ialr1 'S Ire tiw3A I?CC .o. o. o.y.u: t /
Ie0 Ufls CF: t? 4 _ T YwY .'1 CCwr,Mr yj's aVW JIM/a / .
M1,Y y•'
Pal Line CG vw /Ufa W wr
-r^ refire p•Y• Y•M•rp. s
a '.111ewult 1Qas t�yv,essY K.tAgf , ,
YIN d0►A :o.y 1 IY rN3NN+M , _yf~.,..�••.'_- //� ��
.o o a.1 Mln CaMu,cqul ,add _
.O•p
•o•o "
-- ► rPICAI At I t RNAt NALVAL PLAN ✓ 8
Ica Use At ArNllXM" ATfill tl
5 Q ♦ e ? G C t: WYNt Cr XW% AND COMM1 hT.IM e / w GAorAsr 0 I, tilt µ"
Yl�Av Cma� f It" tfwj frdflli .hrlCh t:rar 1
RADIAL PLAN 4 fiver 1v i NTNAYG'! A ode ►ianji Lr; it view ?I J t N.I
A
61 V ` 6'(?Cmurucl/w Adak/ /'
/
3. .F t -' /�• '"''s'- Hwy r
Ci ✓a iLNn i
31daYwf or .0
SpGe _� /` err. O I . �• _•• iyS .c�ltr�tM
tll .�lrNRy
,_ ..-._ ' _"1.-. .... 11 - y �+•,�:r„y,� , alpM rr'd AII
A .... _. I ANG[ N l / II AN
V Nq
•/ red° Srd.CG! G41Is wow. 111I/l 1 ,
r i to Ife fVNae.w ("Woo 1400 le Y Ids, A 1 (.Wardr 1[bet A I I yIh slpttl Ind I.rAYpv
. - S!d•rIN1 *so tfytlraerl b deldclWrl raN(q el,r�I�r1 sserlrly lAr eNli1 w/Nq II.81110 ld 7irCf �i,yfrtp %5;, rr►q 1.°
lwllA a rN/aI led (or srrlpr arsti a 17I $"a WSEdW r C@M 1A stjrNyA TAll dlotlnhlN drwrlry Wiwi f M Iar!NI(lW A. do re repol rW, "t,
6 flflafsl N I(I
va CG Y �-- r ♦ 1•eW rhall tell 4rAd a ,17LIfe/Aetw s • /ICI
or CGa l -- Ildr40 skier of "IS /a fie awsd de•er11N w1JArn Ifief d
/ B f fi Ado 1. T ! frN/y rep it uNrM ter
1 alee(Iefle CerWrMrlkln /dfr r/IA!/rUi/M WNe.
N Iar(Ip rite. to (rraft.Mfw ft,,*, so provlWMed rla
lrM/Yf sa flr'r,rr"Ifid,y Ttulsl
e/ddo cm go rate fA flame r/Ir, pine~ dot frlEop tamp fill" Phi, nsr „r.:11 a .IM,Ir
La Cla file A e.
is !(IN A A 11f1 1/anl nip pit rrafn•Ifw/ owl are to to Mu 5 . frlfnrw I (.eNr to ,wfv Idnll, frft, vI#"* of (try In» p
IV&0$1Of tow In /.., a f4Sf. •tddeLen of /a■rr fNXf asttaetdy arelNr orrer I%,'
•5 . fl Art,% a 12" c (two tdwtpl -fit ll t(Isrxwr✓M aid fir,M for d lie crrretl utfl prHeo ft, tryfl101fll(• 1 feed s
I's, mlewue /arsltu.1/at
(, Wtfdee SWAMI lad It •10)MW up{rroy(wa r/dlwra. f arerflr la IOU III,
5044 4.4 elU•IMLA• /: .Alit CwL,ioiN6 utd gr w $AWA rlwlsAJar(e artlaatrs' two ("i, (Wit" re its hw/eld In L 0110Irt
- - /a C.Wb/Cr/o ad P.Por
.-----. . - �•seasa•t. • - w100 t.s is In r. uninf .1/cn */?/I Stardwd CU f of r'o f, 110 (,Oft far IS, rlyf srrn.arr d
_.�..--. _._.._,__ • ' ' - • ,y to Ale adflusltsd to must fie SIOUrdAfd dye (Visi r.taflon
f' t ` lit Acceastlte toile Iy dellrrd as a tort/n.,,, Curb Mary,% .fie to to kl(row as .teem are Ira jrrNa a of 411ar/tr1 ly Its i.,V r w.
o.n• �1 �`l l�N tj L� New are to be sewlrtM of Iftr wclAo(q wraerar an a o"JuWa 1'roo Ire) atldn tie rlifter a
wroW/rtaUed.st(sals.//fwe wit step faslstwt
o• (/Ale of I µaced awspdo $rde.09d "ft c"ina: finp all acc*i false elfravl of a woy, If a Nistwoy ftxlpfy cruise$ a (:WO 1ds•se of wriltor, e/qurrdM It 0(104q,
fix fifty Itt)t can be VAX Wl:twd.re*(oil pre I✓Afosed of tetta.l:laft I toy " as off$M firso peAeaf, suff, rlWewdrlt as c/t- r,e II
l ISfarris rfis,a wl AW sidw.aa of $Ids.we add 4 Pa' flats../Illl fWAInt /Irytfl, ewfts Of as dlfoclad are its I tpllww. ISO stedd to fA UAW e1VrM yl/k•J4 $ter, aidl
A"i Iron
-.---------- _. _ f..litfty tlgN pNea.fln rydt wrs mtp l,reb.we win otse W/r1 L/w.rM%eff
,'S'I L 7' 1�'E`NCE' DR 01' I NLLIT
PROTECTION
2 x 4' VDOD FRAME (iP)
DROP fIa_f T
STAKE
STANDARD V.D.O.T. CG-12
LME
II �
GA T HIER
EXCESS
-' AT Cf1RNE k'.:
I
PERSPECTIVE VIEWS
1 i
- � 1' MIN
IIII� -
ELEVATION OF STAKE AND
[-'ABRIC 0RIENTA'I'l0N DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF iNLET PROTECTION IS APPLICABLE; WHERE THE
INLET DRAINS A RLaATiVEI.Y FLAT AREA (SLOPE; NO GREATER
THAN 5%) WHERE: THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING I C F S ) ARE TYPICAL THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS
` Y H C,
`P
nold A. Mislowsky, '.IrL
o CERTIFICATE NO
j 0 G0674
(/( R ISTERED
PROFESSIONAL
ENGINEER -,dl
T
1
Tree size t0 be 1" Calliper ` f
at 4' above mulch lawyer
Garden hOsq !onf
Wrap trunk with cloth Or
treated crepe paper
I 2" x
10 mil filter fabric
3" min
II
Pit'
H larrn(Ir ..
Backfill comsists of 500%
peat mass and 50% top soil
Tree Planting Detail
not to (.;win
Landscaping INotes:
1. T he base of all1 trees shall receive a 4" layer of pine bark, 3' radius around trunk.
2 All disturbed aireas not receiving plantings shall be seeded according to the parts.
I 3. Dead vegetatiton shall be replaced during appropriate seasons as instructed oy the
Zoning Administrator.
4. All grassed art;eas will be seeded per the plans and be mulched with RMB PLUS at
100 Ibs/1000 sq.fft.
5. l he eontraetorr must maintain and warranty all landscaping for 1 year following
I
owner acceptancte.
I
i-♦*1-R
A. .to
d.
'.A' A i" 1' •�
� . A d A .
.
d A A•d 4 , a A
A A A • _ The bottom of the curb and
gutter moy be constructed
parallel to the slope of sub-
i---6• f --2 0" surfoce courses provided o
minimum depth of 7" is
This area Iyloy be cortcrete_� maintained
at the option of the contractor
This curb is to be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or Note Comb orb a gutter haven o roC•us
less in developed urban 9 suburban of 300'or less (along Ace of curb) shill
areas. be paid for ors rodial combination curb a
gutter
This item may be precast or tail in place
Concrete to be Class A3 if cost m ploce,
4OWPSI it precast.
STANDARID V.D.O.T. CG-6
REVISIONS