HomeMy WebLinkAbout010-95 Mad Bomber - Shawnee - BackfileL� f,
s
pr
u
y
i
r
i
GENERAL CONSTRUCTION NOTES
the contractor Si'a// furmsh a/r naterials, tabor orY equipme0 or,(,, cerror'm oil work ncludIng res/oration IOr the
ompleted ,osic/latian of the utr"city systems cod oil other ,mprovements shown .,r implied as necessary r'i<,r the
completed facility ready f4:fr use. Unless otherwise rated, specifications for al/ work to be in oci-ordance with
aepncoble Standards and Construction Specifications of The V,,rgrr10 JepartMene of �ransp�rrtatrvn, V,rginIC
5eocrtmert of Health, Frederick County Son/ration Authority and the contra,:' Jocuments
The Pngrneer has attempted to locate �?xistinq subs,.irfoce utilities, however. such mvy exist that are not tihown
i he r. onfroctor shall exercise core n this work sc as tr, ovoid damage to _7nb utilities. A^i dom,age sh<a// be the
contractor's responsiaid/ty. The :onlrac(or shall ncfrty ?ll utibty ca^7p,7nie5 72 hours prir'r to cL nslructlon, Coil ":V ss
Otility" 1 800 57--7777
3 Tne contractor sho/I be respenSrble for oll construction stakeout A/i dlmersions, eieiations and locations sha/1
he verified in the field' by each contractor poor to be9von ng the work The Engineer will approve all ^ut sheets
4 Any unusual subsurfoce conditions encourtered during the course of the work shall be rmr•7ediotely brought to
, -0 cetenti ;gin of the F79in&er and/or the Owner
ti l �/ f r permits c � 'Y • ra i � m r r ,� f hi • w r n' r hr i h. h ern f n r r f t in �, his expense, ai . e t... e ur e o t s o k o u shot o f u cd e .. to the
_ _r. t acto 0 ob o � p ,r q y p
onditions Imposed.
f Al! grading for rm/crovemenes to be conlineJ to the project area. Any work ,performed cffs;ee is the Cortroctor's
respons/bi/ltl •
7 Temporory and permonent erosror control structures and methods to be in accordance with the Virginia
i ^r
it nni he construction t n /ordinancesnd to b c. t feed du t u� nor rr =r f n r l �. I -/in .s and loco v c 7 ,e o�
o fun C� t o � u de e t sp g
All erosion ontro/' structures shown or as required during construction shall be continuously maintained
CI ! h
i which re Waded Areas shaver; to be _.urfaced are to :af•e stone base installed
throughout the period 'n w c areas o de
at the eorliest pocsrble date offer establrsh,ng qradP. Na area lsto &marr de uded for r) ere fh
an 7 calenda
r daps
when construction IS not in prpgr&SS.
Contractor to clean up and restore disturbed areas immediateiv upon completion of pipe.-loying in the affected
'!? All unpat'&d creos of the site which are disturbed by this construction shall be provided with 4" tops&+l,
r o r s r Watered d f a nee e sa to vi
and care. o _ s a ce a
ierti/rzed, seeded. compacted and mulched Seed bed to be wci& ed � � p
good lawn quality gross cover: Areas not graded .no/I to ar,.c&d, leveled f7nd sealed to ach)ei,e lawn c:ondrtors.
11. burning a,, Iona clearing debris requires a raermit from the Fire Marshokl. 8urnirq of construction debn's on site
s prohibited
1' Water and save&r lines are to be cnns'racted in accord<�nce w,th
these and specifications and shall
additionally meet a/I requirements of the Frederick Cou rty Sonr'tation Authority The c'Untroctor sholl coordinate
w:
with the v�7ency and arrange fa inspect;on by the Country as necessary-
13 Exact locations far sewer and wafer services to be d;rected by the F-ederick County _5onitotron Authority
insoector rn the field Contractor to provide assistonce as the inspector maj require In this effort
4 , en7,00rar6 termination of sewer line shall be orugged with a watertight plug The end of the laterals sholl be
marked with a treoted 2x4 post extending from the plug to eighteen (15) inches obove the ground. The top six (6)
inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service eo
proposed building as shown on the Architectural drawing.
'S ;he F, 4 is responsible for the installation of water meters Before ,3 permanent meter rs set the}' Will require. -
the frorrie and cover he properly aligned with its meter box and yoke har; 2) the from& and cover be set to finol
gr7de of the foe, 3) the distance between top of the coot Ord yoke bar between 18 and 21 inches, 4,) a//
components of the meter box assembly to be In proper working order. If i5 the contractor's resp7nsrhrlity to have
i he .meter t'ox installed cor recto.
16 Jesigrr features relating to construction or to regulotror, control and safety of troft)c may be subject eo change
cis deemed necessori by VC' C- T
17 All fill• base and subsurfoce mates/ shot/ be 70mpocteo to 95,1of theoretical maximi:.m density, as determined
by AASH1 7_-99 method A, within plus or minus "9 of optimum moisture independent compaction tests may be
requlrea for verification try V O O. T..
,'_`a, Access for emergency vehicles must be mointareed at al/ tier dt✓ona C!7nStrUCtiOn /6rn0OrC'71 Street SignS
-rust be posted as :onseruceiar begins_ Contractor must ensure that oarked vehicles do not Impede access to fire
hvdrants Fie Hydrants ore not to be obstructed at char lime.
IJ VD _7t r approval expires three years after approval date
<'Li The Frederick County Somlotian Authority shall install cl' water and' sewer services thot cnnne.t to exrstinq lines.
he /ocat10`) of the tap and the terrninot�on point of the rfterol ore f-, b& coordinated with the Authontv's assistant engineer
=7 %he Frederick i'nunty Sanrtotion Authority shell to,, al/ exisbhq wol,-rlires They will furnish the .materials ror and
make the top. The contractor must rrmoke application, for and pav ehe cost of this work,
r,re panes requ%red at all hydrant ord f C siomese connections
`3 H4hen construction begins, pose temporary street address signoge at Aviation Onve
C. DOUGLAS & FERN L. ADAMS
4J4 SUFFL ICI" ROAD
WINCHESTER, VIRGINIA 22602
PHONE., (703) 662-7000
MAD BOMBER
IJ4 WINDY HILL LANE W2— 7
WINCHESTER, VIRGiNIA 22602
PHONE- (703) 662-8840
r
i
•* � fl
J. Sys`
r
PAM
�'� •i .1 /� , C� �'p'.- ` `nit.:_
ShenShenafulriets
M3s 8rA S
k
firaifer^tit
f��rk t
r1:.� ririt
/
-r.
w ,
r .-
r
r�? �winche5aer,MwnicrpSl + �•,-
� `. hAirpprC
�}
1r .'p _ar,sw
Vicinity Map
Scale 1"= 2000'
� i � ✓l
�fG 3::' )yet '•�., r
Gilb,1'art Clifford & Associcail t te s E n C. 0
Engineers band. Planners Surveyors
1 0—C 01de Greenwich Dr. 200 "North Cameron St
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(703) 898-21 15 (703) 66 —21 39
I
"OVER SHE
MT `EVE
` ENT "LAN
LBE:3 AND DETALO
219L, C(/fps
VRonapldk Milo s y rz
O CERTIFICATE NO. - C,
20?,74 R
c/l LGt
ERED
PROFESSIONAL Job Numbeo
ENGINEER
6
� d: � o
�hC-A Number
4110195 - AS PER AGENCY COMMENTS
0
a
0
COMMON AAW
SIZE
SPACIAL
OUAATf7Y
PfAt OAK
I' CAL 4P 4' HIGH
AS SloWN
16
k7RC11M PINE
8'
6'
LOT 6
SITE DEVELOPMENT SUMMARY
C. D04GLAS 8i FERN L,, ADAMS
6��S. 61
THLr C01VITRACTOR SHAD ZIM17- L410 015T11R9ANCr•ZONED: M1 I I
1 7003
EXISTING LOT AREA ..................7.27 AC TO ONZY TH05f AR95 SHOWN TO 9,r RZ-ORAD0 nvr. RC(AL & INDLISTRIA�
0 DRr5'L"RV
•
XII......................................
CURRENT USE ........................... VACANT //T /5 THE IAITL'-NT OF THE OWNER T f
DEVELOPED ARSA ......... ............ 2. 71 AC EX/STING TREES 1FP05519Zf DRAINAGE EASEMEEN'T
695.7
Q�PARCEL ID .............................. . TAW 54F- 1-5 69i I "zr. z
ar
I —_ Rife 6845 SETBACKS zit
=676 i
FRONT ............ .. ........ 75'
SIDE ......................... .
25' rO
19.9wiH/1 REAR..._........ 25' Maw\
RIA(=69700 tz)
Sc �r '00.4
PHASE RIP RAP CLASS 1A 'TAELf IAV 01JT=589. 00
INV IN=68920 01
OFFICE FLOOR AREA ............. 2, 007 SF APRON IENCTH=6 f T
WARFA�OUSE FLOOR AREA ..... 10, 111 SF APRON WIVTH=4 FT lol— f 18.
EMPLOYEE ES.......................20 C'1Qkj Wj CO�k44FTE I - 692.2
TO UXIK 6ATT-5 IN OF-D. psc 0,5z
PHASE V'W 0 Fd' I ED) r-CK_Tk>f_� WITH ff PLUG 106
47..87' OUT=
00 Qz
OFFICE FLOOR AREA ............. JJ99 SF (TOTAL)
WAREhOUSE FLOOR AREA ....24, 10ZJ SF ('707AL) 21 WIDE
4 - T�, HANDICAP VAN Fz 1Wf_ 761. C
157ti
07 TOTAL EMPLOYET fSTIAIIATE ..............25 (TOTAL)
ACCLS518Y 510AIS
W. TI"4 TE FAR ................ 0. 09 i,� ALL "W5
TOTAL PARKING SPACES REOUIR,-D. .... J8.6 (11250 OFFICE 11,-UP OUR 7 700.,
HAADAC,AP SPACES REQUIRED,..? 7r�r`._"ve
PARKING SPACES PROODFO ..... J9 STANDARD .......
Ask- ........
HANDCAP SPACES'A__ Y PROVACEV .. 2 t
AOTAL SPACES PROVIDED ....
7
LOIADIA,6 SPACES REQ`D ...... ..........
... .........
LOADIAC SPACES PROVIDED. V",
LCW S OPEN SPACE REOD..., ...... (02 -4 ......
AC.
OPEN SPACE PROWED_ .......... 5.92 AG (PHASE I H ASSEMBLY ...
AD
D45'7VP8fD AREA ..................... 2.76 AC. 1-8' 0. V ......a
7 700_?�
LANDSCAPING 1-8' Pi 06 ..........
........... ..............
7 "NT Of P�� ...... I ... ' '
7REfS REWIRED.-• 3c- 1. . . . , . . . . . . . . . , ... 1C#1_1U7.0 — 700.4
PARK PER/METER............. ........ 567 FT TE rYTY_AJ_ PROW 1!L_F-,/ATK-)N WITH �"X5 INYW--696.40 700.5
M11)U .....
PARKING AREA. ... ...................... 17,777 S. F. .... ....... INY01,7-06
\Y
PFRtWf7TR TREES RCOUIRED .... 16.67
SPACE TREES REOUIRED ... ____ 4 DUMPSTER ENCLOSURE DETAIL ROCK FACED C2 7W 1 6 1
Fed`Y5
NOT TO SCALE 275 L.T-
-4. 0 1. 7OZ
PARKING LOT LANDSCAPED cQlcl. I
TOW 7REfS REOVREP .......... 20.67 CHLrCK' D,4hf
AREA RCOUIRED ..................... 589
RIP RAP CLASS fA
WES PROVIDED ...... _ ............. 22
!rr_ , vd
PARKING 107 LANDSCAPED APRON ilrAICTH-46 FT 'i I 6L 4-11
AREA AYOUIRED. ......... .. .......... 2, 935 APRON #7DTH=4 fT
.... SIDEWALK
SEEDING REQ UIREWEA7S
SEWER LA STR�2
7013.8 CLEAAV6175 R06 fZ
4-, LVSrtRffO Afi645 NOT FAYL-C WkL R,-C4E_VE AT A MINIMUM AT 50' A (IN lfflTi S 01-J8 i - 14'
6- Or TOPSOIL ANO SE SEEDED AS FOLLOWS. /0011, TOP-700.85
1AVIN=4696-95
RS WAR101V ArfA`,rUCA(Y &4JECRA5-5 PER 1,000
__5
(8 ANNUAL RyF PER r,4VO So FT 10. 0 CONNOCT TO EAVT
7�1 DOUGLAS FERN IL. ADAMS O� 1_5�
120 L&S. MUL CH PER 1, WO 50 �7 WATER U41N PR"Owof-
175 WATY METAL
21 WIDI 145* fZ.
ZONED: MI r
1�',�'R7,4412AI7701V RE(2111REVEW'S 70 BE XYR0114-D F� OASITF USE COMMERCIAL & INDUSTRIAL F1 UY1 10, Y, AfOOKLO ON BUIWINO ElDiD
?9. AGO �ow ow 00 0910 �51 T9 FIFEXENT SP11LAW QFfS17?��Vt
7!_5'rbV(' P4WFORdWiT Ar RVE OF CONSTRUCTION AT A 0 (lyp/cA or 10) 1WMIN470 MONUMfNT
VINIMOV 0ME Sh0a Pf APPLIED AT 70-120 LSS PER UVO 54) 702.Z T
oo GA 00� 0 eg%6' CONC 516N LOCATION Cf) . X
0 G� � 0 00 S1Zf=10'kFRTxf01 HORIZ jo
-J�� �p O� IPAD
PLANTING SCHEDULE 1,10 ?. 151�
N
&IMPSITR WITH 6 FT, HIGH C. rn
Z Z r
�O 0
0,04061E �T-NRN6' ALL AROUND 15: p I --A
M
.00" AND LATCHICO GATE
M
14,d
41— PUMP -:s11
-NIN, _ >
C:
NO Tf.- Y)
NO STEEP SLOPES, FLOODPLAINS, WETLANDS SINKHOLES OR 01
>
OTHER ENVIRONMENTAL FEATURES ARE LOCATED ON THIS SITE r-
.00
job 5 5? 1
�0
C�
10. A
C51
.00,
MFCH4Ma(T_'
f-oulp, -PAO K_-
z po + 709.00
LOT 5
7.2748 ACRES
ZONEDMI
USE COMMERCIAL & INDUSTRIAL 4, �%M_
+
0\ + 709.50
lo'.1
r\
All
/ - � + /�` � � � , N-, 5� �OFFA � R�MN R�Q01RE �, / � i �
P41 ('ps
4N
Ara
.000
.00 12'
00-6
F
00* PROP5W
Z -2 50 A
MATCH EXIST/LAG CROSS SLOPE X h?Y-2 4 51J 1195 REK5ED PERFREOiRICK COUNTY PLANNING JD5 RAM
j 5116195 REMISED PER AGENCY COMMENTS IDS RAY
00' 279 2 4170195 _REVISED
PER AGENCY COMMENTS LIDS RAY
LAYOUT PER OWNER Aff RAM
L.W. LARGENT I RIWSED SITL
ZONED. RA 0- DATE DESCRPT10N BY CHK'D.
ROKOWIA OA 6XI 11NO 4 9A I SOMAI
USE. AGIRCULTURAL /UNDEVELOPED 20-100 AC .,A H REVISIONS
C__�1�1[AS & FERN L ADA
ZONED: M1 PROJECT NO.
USE: COMMERCIAL INDUSTRIAL gwilbert w. difford & associates, inc. HAD BOMBER 4022
11 A. Mistowsky, Jrz DATE:
agea W'117" :�p6nald
o
0 CERTIFICATE NO.
JO 15 JO 60 0 020674
95
low I I
Engineers Land Planners Surveyors SITE DE VEL ORMENT PLAN SHEET
Q.REGISTERED
IN FEET)PROFESSIONAL 150-C 01de Greenwich Dr. 200 f4orth Cameron SL
I inch = JO ft, ENGINEER Fredericksburg, Virginia 22401 Winchester,Virginia22M PRELIMINARY
'zt PHONE: (703) 898-2115 R-10W: (703) 687-21391
-DE 4
FAX (703) M-205 FAX: (703) 665-04931 FRE RICK COUIVTK VIRCINIA nF
3
0
4
2
0.
m
I
0
rJ
O
O
Q
0
v
708
(' 702
U
Q
to
I
W
Q
690,
I
Cnz
^I
I
0*00
0 708
£X/STPW GROUND -�
METER BOX HARDWARE 1*00
PIPING
METER SIZE
YOKE •
METER BOx ; 1
METER BOX COVER
DIA,-IN—
DIA.-IN
-_
FORD
NON -TRAFFIC FORD C32
3/4"
1 5 GPM
Y502
l 8 In
TRAFFIC FORD C32H
1
_
15 GPM
FORD
24 in
FORD NO 30 MONITOR *2
Y504
COVER W/ RML-12 TOP LID
1 "
25 GPM
FORD
24 in
FORD NO. 30 MONITOR *2
Y504
COVER W/ RML-12 TOP LID
—
FORD
FORD NO 30 MONITOR *2
1
40 GPM
Y504
24 in
COVER W / Rh•L-12 TOP LID
*I IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC
IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3- THICK WALLS
*2 IN TRAFFIC AREAS 3/4" x 30" x 30'STEEL PLATE WITH 22' DIA. CENTERED
OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN
iD & REINFORCED CONCRETE BOX TREATED 2" X 4" WITH TOP
6' PAINTED BLUE
METER COVER
SET 2" ABOVE
VARIES AS REQUIRED FIN, GRADE PRIOR 1 B•
TO SODDING
18•'-21 " METER BY F.C.S.A. } METER BOX
3" STONE BEDDING
CORPORATION STOP SURROUNDING BOX r 30" DEEP
= t 36" MIN. ANGLE CHECK V AIy
;
I } WFFH DRAIN VALVE
45* 8 MINN YOKE
VALVE CR IMPE
6' MIN
~WATER MAN 'J• •J J �iJ• Jjir{•J•J•J•J•J.r ---
TYPE "K" COPPER TUBING CONT NUOUS
W ITWN rT . inWTC FRAM M A IN Tn mrTFR
6- STONE BEDDING
NOTE: EXACT LOCATION OF METER BOX ASSEMBLY
TO BE APPROVED PRIOR TO NSTALL ATION
-
METER SETTING PARTS
O.D
LINE
ANGLE
ANGLE CHECK
EXPANSION
SIZE
YOKE
YOKE VALVE
VALVE
WHEEL
3/4"
Y502
AV94- 2 W
HHA94-323D
EC-23
1"
Y504
AV94-444W
HHA91-344
EC4
WITH C84-44
-
3/4'_E. F WATER CONNECTION DETAIL
artfully Compacted Select
ackfill
VI
4"
bltm AGGREGATE
cuss -e-
TRENCH & BEDDING DETAIL
�i
•o`�I �I
)I
�
I
2-1,00
J400
4400
-TOP OF MANHOLE AT GRADE IN P AVEMENT ARE AS
SQUARE SKID PAD 6-THICK
UNLESS OTHERWISE DIRECTED. TOP SHALL BE
SET
18" MIN ABOVE GRADE IN EA`;EMM`NNTT�AREAS
ar. CONTRACTOR TO GROUT MANHOLE
1� = COVER IN PLACE.
4
• i �_
4 BOLTS (3/4" DIA.)
e• 2 0
JUSTMENT RINGS (1 1
" MAX.)
01,
e
—
8" MAX SET ECCENTRIC CONE
•'
' '
0 COVER IS DIRECTLY
OPPOSITE THE DOWN-
• ;
STREAM SEWER
CONCRETE ASTM C-150
- "(t
12 OR l 6 yp)
4000 PSI
•• e
r •
PK M 301
M AST IC APPLIED
-
BETWEEN JOINTS
I
AND ON EXTIE R IOR
JOINTS ARE TO BE SEALED
SDE OF JOINT.
WITH "0" RING GASKET --.��
•
V AR I ABLE
4.0 •.
•
PIPE TO M ANHOLE
S . - •
CONNECTION TO BE
BY FLEX BLE SLEEVE
INVERT CHANNEL TO PROVIDE A
SMOOTH TRANSITION IN TO OUT,
•
3'-0` MN
FOR ALL CONNECTIONS
4'-0- MAX
2 )0 MAX --- ------
GROUT BOTTOM OF MANHOLE
6 `:._ • ...
j•;.:..-:.:..� -.:w;
i
-TOP OF BENCH -
TO FORM CHANNEL -
, .:'.
�- .. , .._, y. •..
.�ti. i....:� D/2 Y�•�'": ��_•':>'
°
WALL SAM1E ELE`'
�•
•,
.�•
AS TOP OF PPC
�-.. a-, a •. . e -
e
do
6- BEDDING OF
#68 STONE
NOTES: 1 . Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation
2. Concrete ad)ustment rings must be used if ad)ustment elevation exceeds two inches
They shall have an exterior coating of bitutnasttc water proofing
3. Non -Shrink grout with shims may be used for final slope ad)ustment
4. Skid pad to be placed around manholes located to shoulders of roads
5 Flat top cashna shall be used on shallow manhole (6 ft or less) installations
4 S I ANRD PRE -LAST _MANHOLE DET Ai.L
2'R
a a
4o
a
• A. • 'I I.
.a .,. •
.A .•a .
A • • A The bottom of the curb and
_ ,
putter moy be constructed
parallel to the slope of sub-
surface courses provided o
t minimum depth of 7" Is
This area may be concrele�
mointoined
at the option of the contractor
This curb is to be used when
design speed Is 40 MPH or less
on Rurol highways and 45 MPH or Note Comb curb 9 gutter having o radius
less in developed urban a suburban of 300'or Less (along face of curb) shall
drops. be paid for as rodiot combination curb B
putter
This item may be precost or cost n place
Concrete to be ;Joss A3 if cost In place,
4C00 PSI It precost
COMBINATION 6" CURB 81 GUTTER
GO-6
7
ST£R
11
OYU
I
5400
1
<j
PLAN
M
702
PROPOSED
GRADE
I_X�STAG
CROOND -
696
DATUY F'LEV
69000
Concrete Anchor Detail
f
rp II
�
u
n
>k o
N It
RVAJ
690
687
3
L
684
681
678
4
i
6 75 - - ---- - T- _ _ ._-.. 6 75
I
ko J,
n ()
I� I I'
14
CG-6
14
1 '
I �-
s
�s
Y
i
PRO�SEO
W�REND�SE/PROO�COON
aai�0r�c
�XP�NS�ON
I
1
,I
F,1 .
SEC
TON C�-C
-•e ►
r a+- .w ir-
�- I 1/r 50-24 - _ _ _ -1 � ��T1JI CJII/A.l A - ti S�'CT10N B-11
8" 21-8 ACCESS ROAD SECTION
NDi TO C4 c-------- — -- - -------------- -- -- ---- - -
---'--------------4-------------`----- '------------------- -------
.n 4j 't/Y5 rtf ✓' E.? �'Ek Ac;ENC' CUMMEN'S ✓L�. kAM
NO. DATE DESCRIPTION BY
U CHK'[
�..— _ - _ _- - ---- - -- -_ --
.-- ----- - _ _ _2 -- '_ F_
REVISIONS
PROJECT NO
i
gilbert we clif f ord tx_ & associates, inc. MAD BOMBER
4022
XS old A. Misiowsky, Jrz
`> o CERTIFICATE NO,
020674 �—� - -- —
Engineers Land Planners Surveyors STORM & UTILITY PROFILES >3FiEET
ERED �— - - ---
PP FESSIONAL �-C Okie Greenwich Dr. 200 North Camefon St. & MISCELLANEOUS' DETAILS
ENGINEER Freck icksburg, V'Irgrie 22401 WhcheWer, Virginia 22W
PHONE: (703) M-2115 PHONE: E: (703) 667-213;9 L----- -�
FAX: (703) 898-2t15 FAX (703) W-04931 4 jq 4
j ✓ c nivL ni �.nL-,); 1 ,.11%
RISER CQC?RDINAT>=S—, FULL WIDTH i)F CHANNEL.
1, 10,678.2292
E E3,150.1317 �\
f'
J 11,110.0000
8,740.0000
GRAPHIC' SCALE
( IN FEET )
1 inch = 100 ft
SITE AREA
acts
7P# CMP
Rim = 659,0
Inv
1`+ orf i rF
U h.J.)., - ----
i~'
" A i
a � '480 .
y
I,
14 orif c-
4`i.'
11
Top of beryl at 664.0
Emergency overflow of 662.0
Proposed oP grade, de.
Eribankr�ent
36' ASPHALT M COAT
8 x 8' x 18' f one Pad, Vx6' WW1 E1, set riser
A
A
/ Clay Core
CMP AT 1,0%
< in base, Use 8' x 8' x 2' leveling stone
4' x 4' x 4' Conic Pad 6'x6' WWF
one face, Use '" jeve(ing stone Anti -Seep Collars to be 9' x 9' and
be placed 50 ft apart, centered on the
erlbankrlent. Ene of two shown
Erbu*ment to be placed and compacted In 8' 4ts.
Ne to soil, organics, or stones greater than 6' diameter
shall e used•` Mater;al shall be compacted to 95'>, of
f�a�imU(1 denSitV at �': optimtam mQiStUre.
'!.a. iorc, to Extend ft beyond ends of ernbankrlent,
an 2 f t below existing grade: The top of the core shall be
Elv 6595 Depth of Core Trench given Is general, actutol
required depth should be determined by soils specialist
at the time of construction, Maximum side slope is M
Clay core material shall meet the following:
Unified classification SM, SC,ML, MH, CL or CH,
Particle size: 100 passingI/2 sieve
Cushion Pipew/
1/2' St ryrofoam
ff�
II
i
1 / 36„
r\
ASPHALT I
I COATED I X
('MP j
I
I
17
HIV I 1-J� LF l LLLC?M Lit I H;L
not tC, sI_alr
ID tF,,nt'on For)6 Fmban' nent
rlFtQii�
i
A
\#5 Bar E.F.
3000 psi Concrete
collor 18' thick
x 2' x 3/1h'
Angle,Tack Weld to
Cylinder
Top - 1E Go Corr Metal,Tack
Weld to
Cylinder 14 11a Corr Metal
x 2' x - % t 6'
Angle Tack Weld to
Cylinder_
- -- ?lock Jpucer
'CMP, t:_p
24' --T IE-
4'
�1eter,t10.r, rCIrir� _i� pan: 'MeF`l
r r,
S C t�0
r' A
�, N
{AIL.
^FF TI NIj
Class I rip rap lining on crest
Cl(ass II rip rap lining on channel over slope
Inv, Out - 643,0
EXISTING' _
GRAGE
R
x 1/2' x 1!4' Angle. Weld to
Top as Stiffener
x 1/ 4' Angle, Weld to
)s Stiffener
36'
f
i
SECTION A —A
T-- T-- -- JOB NO. - _ � H 7 SCALE
RF VIA iJlI�ti a .r.><.
no. date description by � kd. - - _ _ --- -- - -- -----_ ------ -- -- � �� Gilbert �� e �� � W. Clifford f f � �� (� �� n c� Associates, Inc-. as shown
t- _- - _ - _ -- --- .--_---_ _-MAD
1��'�REJISEC F'rG 'i�Nrr EN�INEEr � �'�. l-�,5; 1h rll, RAM jl/ar�'.: a Y % 0 M .J
-- F E b r u a i 1995 SHEET
DESIGNED BY: TEAM . 1?DNALD^A] ISL aSa:IJR Z Pngirieers Land PlanTlers Surveyors 4
�._ DRAWN BY: 0 C I cg w
/c7 /� �'OF
-- -r--- ---------------- -- -- -- _ _. D e t e n t 1 o n P o n cl D e t a i l s
-- ---------------- ---- -- --- - -- — - - — - - — 1 -- - j 1 iJ V f - r - F i f L.1 ; r i 1 r Cl t .
} - --- - - - r ; '4�. Ain'
---- ----+------------------- -_— - 1-_ APPROVED BY: S.S./) _ it � i i E t-,7-�1F,
----- --- - -- ---- --- - R . A. M. N � � J � l � l .
N Virginia
I ; r� � - ` - County of Frederick,
GENERAL CONSTRUCTION NOTES
cho'l f 'rr'•Sh 2,' ^'>Oter�'•JrS, rJbCr Jr,y PquIpMent anJ - Prt4rm a/1 work 'rcludfng reSlJrctlrr' for the
mA%Pteu nctJJ�t+c"n CI f°�P utr/lfV S}Ste-r3 Or'd tali rther rrr7krC�rP.Y PntS Shown I,- 1M.011ed OS nPCPSSa%t' for the
'c'r l"Pte-C rur,4 t 'ecdV fir use ilt,P55 OthPrWrSe' rOtE'd, SpeC,tiCat,clrs for a// Work 10 be 1,17 ,7C,'CO/- Or10E W'/th
Oori� c Jt e -�tandcrds J"o C'onstructr0- 'he V rglrrC ✓eCartr"Pr t Of TianSPortat'On, V rgln/a
�'P�Jr'^'Prt h'ec'/fh,-Pder",c^k -au-tl SJr'iivr,a,-, Aufhcr,!y Ond ti'e "�)'7trOCt dO,�umer't.S
enQinee' t'Js JttPr,7p&.' icy 4'cgrP eX st,ng SubSurfOCP Ut,',t'PS, haWPVPr, S✓Jh mUy exist that are nJt shotYr
rr P 7rtr� J1 ,r sh41 exercise '�,s Kcrk .SLR OS tc Jt Jrd J'CmOQP tr' Jnw ✓.limit's Art dory cge sh0/1 be- the
nt'Jc'c+r•5 �Pst.,7nsrb,,rr!y 'hP .:Jnt�JCh:' sh^tar n01,fy Jl' U!iI114 Ci-'n:'Oanies 72 hours Hr/`•' rorstru0ion, Call "Miss
-<'57- 7777
tie C-C'ntro, to sno/l t'e rPs,COnSib1P ,' Or• ,.cnstrucl n,n, stokeoUt Ail a1?i6'-5i0nS, elet-Jtior5 and `occtions shall
,^P te'N PJ 'r the 6&hl by eOC r, .'C,'frJCta' pr,Ir tJ heginn,niJ the Work The Er-Qir'&O( Wr`l 7,9pr0ve a/i CUt .Sheets,
4 A"y ✓nUSU.:r subsurface C--Lht,015 &r,,0br"Ored .Y r,-g the CCUrse of the work sholr C't' rmmej`,ote/p brought to
!�',e Jete , rlJn '1 the, Engrroer a•^J/Jr Erie �Wner
S nt X(or tc? P'bt0'^, at tt "s all oe'r'•+ is revu,reo of th,s r+O,-A and shahfartf' �Wip Odhe'P t0 the permlt
, ;'nd r,ors 'n7poseO.
h' At/ gr,2drnq to irn['rct'PmentS ec' he contined to the P•rotecl area An; work performed offslee is the Lortractor's
-Ps�Cn,sih %rt:
,,/ crcrb Ind r'ermo,'7ert er'S,Jn C'0' trO .g1faClUre5 Jnd methods to tP Ir Or'ro,-Jorice K-10, the Virginia
O n, r. , r c
rn ` l r . ^ i s �/ r r n rd t ur - r
„r � t v ���c e e_ a d -��J � J c.e_ a a be � zPa d✓ the Jn r <-" r
,y
c st uc. a �e ruo
A'r rrCsior cootoo, strucfures shown or as requlreo Jt r/na :or1.S'trUi t/On 3ha1r be CO'ttrryuoUSiy marnt0/r7ed
l
r / '" 4 Ore c
r r h 7 �� I ch r rr ,ne ce �>� wn c J e, . � e dE uded A Pas � aw to be su aced vr•e to ^�a+•e store base in..tcried
0,t the earliPSt /-'?SS',616 date 711er estOCl`Sh/nq Qraa'e+ %L, Ore() 'S rC relno r den,udeo' fer facie than 7 cdlendor days
w%7Pr cC`nStrUc'tl.7r' iS 17Ct •n PrJgrPS:
r
C',,,ntraCtOr to c/Pon u�- end /PS1JrP C'StUrLhed JreaS irnrnedOtP/1 ✓pan Car'7piet,Ur Of r,.ne-IOYing rn the Offectrd
:Jrma
:' Alt 4'n oveo areas ,)t 'he Sate whic,,arc: disturbed ty thiS construcl,or shall be provraed with 4" topso,
fertil ZP+', Sr'PdP �. c. "7PJCtPJ Jnd r UiCnPd Seed bea to be watered ano cored for as recessoo to prov,cle a
n.� _�d Jwn7u„h.,9 ass'Jver A^s a/
gruded shah' bP leveled o seedeJ r� vc i t e /awri c l /vns l Ercrrn/ng et lrJnt7 c/eOrtnq Jebr,S requires' O Cer'17It fro?' the Frre Yi7r5ha1/. 9�/r!)ln9 Of OnStrUCtlon debris On Site
s prohibited
L {N?ter and sewer Tres Ore tti bP Cr` Srrtjrteo it Jr:C�rdanCP with these ,talons and s,C'%C.'Ftcottons arc) Shoo"
aJtfittUnpl/t' meet O// -&qL lrementS of the Fred -rick t ou,4 5andot+On Autnorltt, The cant,<'ctor 5holl coordinate
with th,s agency Jr7d arrange for inspection rut• the Ccantj Cs oecessarT
12 Exoc t ioc'at'ons for Seiner and Water sert•rces to be directed by the fredertik Cour6 .. orirtat,on Authority
mspec h"r „r the field i Ortructor to provide vss,stance OS the lnspector mO,y requlle in this effort
14 Temporary' term,.-7,abor c' sewer tree shr7/1 be o/ugged with a wotertlght plug The 600, of the toterols shalt bP
marked will' c treated ;-x4 post extending from the piuq to eighteen "79) inches vhave the ground. the top six (6'
aches of the post shall he pav7ted gneer Sewer lateral ele'atrans to be cambut/b/e with -grOVrty serv/Ce to
proposed buddlnq as shown or the Archltecturjl drawlrg
15 -he Fc;SA ,s responsible for the 1i7s1o/1ot,'on of water meters before a permanent rneter s set they will requ,re
tie frome o.nd cover be oroperly aligred With its meter box Ord yoke bar, 2) the frome and cover be set to f%ncl
grove of the lot, ?1 the Jistvrce bPtweer tap '7f the cover c na yoke bar Latween t6 and 21 inches, 4 a/I
t
r ., n r P /� r
component: of 1hP meter box assembly t- bP :n Paper warkrnq order is th_. c_ntractor-c espansrhlht!• to have
the meter hox iosta/ied Correctly
16, Oes,gr features relof—g 'J constructlon crr to regu/atrcn, control Ond safety of trOf{c 'no) bP S✓tb/ect tO thong,-
o s deemed necesserr b, V C L r
'7 All /4 vase cod .subsurf,,e-�7aterrrdl s11a11 bP Campocted to 95Z of theoret/co/ max,rnum dens,fy os determined
t,y AASWO 7-99 method A, w,thin Plus or minus 1Z of optimum moisture indeti-enderit 70MPOCtlOr tests mo}" be
,eaulr&C for t P; ificalh0n ty V to L,. T
,',5 Ac, ess /C'- emergency .ehi'les mu; t be- ra,t7tolnea at all times during ronstruct+can- Ten7poralti street slgns
r cst oe posted cs :onstruc"tlo,� beq ns. Corfroctor must ensure that oorked veh,cles do not 'f7,oedP ;access to fi'e
";vdrarts moire Hvdrants are not to oe obstructed a1 onv time
a V.0 0 ,' 000rovai explres three years Jftt'r OpprOVG, date
-p T,he San,totron Ae fhont, shcll Instal'/ of voter and sewer services thot connect to exrsttng fires
he ',acabc o ,7r the top Ord the term'not,cn _ 0d',)l Of the lateral Ire tc 6e Cooroiratea wah the Authority's ass=stoat engineer
the Frederick Count) 6on'tation Auihcrllt shal' tap, all exlst,nyn waterfines "17ey W/// rurnrsh the matPriols for Jnd
''-CAP the eap The co.ntrcctor most moAP upNicat,cn for cro pan the cost of this KorA,
posted flre lanes regc,•red at a/; hydrant dad Fin siomesP cornett,, --is
3 Alher cop, 'Iru•crfcr 1)P,7,n5 past to %pCrOrb street oddr,-ss s gnOge at Attob,-n [=rice'
C. DOUGLAS & FERN L. ADAMS
434 SUFFLiCK ROAD
WINCHESTER, VIRGINIA 22602
PI -ONE- (703) 662 - 7000
MAD BOMBER
734 WINDY HILL LANE W2- 7
WINCHESTER, VIRGINIA 22602
PHONE- (703) 662-8840
to '
v d
y
pie - x- v of ^o �• - 7,.a -
} 1< r
�� 0i.,0 L
+
eitis Vail r e d t
J 1 4
r Cj l� l .ti
I
I
J ry o C
P4 33 7,
� v _
B ' !
)` p 'dr .
0 Ns
r�
lJ ,
� r/ o i
r�
s�Ir
�� �! ' r� ,����\. F�•�w� �.�,�, rwipchQsler M}unrapal
l/ 1 h\ -<Airport
,
�q+ •� � .. �1,p8.., .1� +
b �'',� d �• ` � ° t1.r ' -�1 (( `�.:~ i f,.,F R 1�'-�N 1 � �� . ,1 ���^•.�t v .�,san..'.7��'-`.
.a.
_
ARE4,
�4 II
!„ t
`� � ,P-7' f�`' ? ,�" `' . � +1 /,rr�tl 1 r ��•' ,`tit' t.
$.henattC�oah. � '� �\\? � 4't. '4 - �'a1 y�-:t,'/ti R; � ,.c ZC • : 3 - _
F:( fir, 31 n0r k. ,� • �. ro v. _�� •_ .;. -. �.,, l� � �,; �__� 9
' ,•c ,.' _ � ter, _ S ~� � r'�@J
T
- k"e1
Vicinity Map
Scale 1" = 2000'
w ---'S "� -
� IN N E70-1 , EM 1 , E � M4N,, I - M. \ New- - ,Nm i � - 5-�T-Wffil 0 INS
GH'Ibe'-irt W. Chfford
/ Ass,.r.-1\c'a-))tes, Hn.c.
Engineers — Land Planners — Surveyors
150-C Oide Greenwich Dr. 200 'North Cameron St.
Fredericksburg, Vir inia 22401 ',V;ncrester, Virggin'a 22601
(703) 898-2115 I7031 667-2139
!f
�I�WDEA"�
CC 0 V ER" S' 'I - I E E T
r(ATE ""'EV"LOPM ENT P'LANI
3
Wok,�. FnIORLE"AND DETAL'S"
4
rc
oTORM YVATER" MANA/GEMENT
� d
/Lou ` .9--pa-A mav-a 61 t/ rr t
Q
p4
onald A. Mislo sky, r� s D
o CERTIFICATE NO l s pr Ggfjmg
/2Q
!L
GI TEREG
PROFESSIONAL ��� Numb`� ro;�(�_`��
ENGINEER
Sh(-88--4 Numbear 01
REWSE0 4110195 - AS PER 46fX-Y COMM-AITS
" II
r
_ SI7E DEVE'LOPMETNT SUMMARY
EXISTING LOT AREA.................7.27 AC.
ZON/NG....................................... M- 1
CURRENT USE ................. ......... VACANT
DEVELOPED AREA ... ............2. 77 AC.
PARCEL ID ............................... TM 54F-1-5
SETBACKS.-
FRONT ..................75'
SIDE ..... .... ............. 25'
REAR. ....................25'
PHASE /
OFFICE FLOOR AREA ............. 2,001 Sf-
WARfhOUSE FLOOR AREA.... 10, 111 SF
EMPLOYEE EST.......................20
PHASE l/
OFFK'E FL OCR AREA ............. J, J99 Sf (TOTAL)
WARZ-HOUSE FLOOR AREA .... 24, 1073 Sf (TOTAL)
TOTAL EMPLOYEE fSTI"4 E.............?5 (TOTAL)
ULTIMATE FAR ....... ...............0.09
TOTAL PARKING SPACES R£OUIRED..... 38. F (11260 OFFICE, 71EMP. OTHER)
HANDICAP SPACES REOU/R£D...2
PARKING SPACES PROVIDED...... J9 STANDARD
HANDICAP SPACES PROV,CEC...2
70TAL SPACES PROVIDED ......... 41
LOADING SPACES REO D............2
LCIID/NG SPACES PROWDED...... 2
OPEN SPACE REO D.................. 1.82 AC.
OPEN SPACE PROVIDED. ........ ..5.92 AC. (Ph.ASE l0
DISTURBED AREA.....................2.75 AC.
LANDSCAPING
TREES REQUIRED:
PARK PER/METER....................... 667 fT.
PARKING AREA ........................... 11, 777 S. F.
PER/METER TREES REOU/RED..... 16.67
SPACE TREES REQUIRED........... 4
TOTAL WES REOVIRED .......... 20.67
PARKING LOT LANDSCAPED
�
\ 695.7 _�
69i i ` - c� \ �704 4
\ Ran-684.5 S _
v=676.J _
9.9
.` \..
RIPPAP CLASS 1A R/M=697. 689.00 00.4
APRON tfAfCPY=6 fT /NV /NAIV UT689.20 � 4�\ ` -t -'
APRON WIDTH= 4 ff _- 0_ r - _ ' r 1 ,2� 1.8' CAP
10' - 6' PW O 5X `( 692.2 L -
WITH 8' PL(X;
h1 247.87' C� 696.T _ \
?' W/DE 9
HANDICAP VAN fZUMf - _N58 59'24 t 16_L.f•-1 CMA. e 9 r ti s
ACCESS/BLE SIGNS O 2.00Z
0.35 702 596 69°'� g o� s
70. lui5 700.
/ p y '.'.' q ^W J,1
701.1
�. h' 1
�.
- O &
.. .'
r
.' _ _ r y. �i •m�
3 . 1'Af
Wi4TER DI-- v �F�, 700.7
,.z
C ' Mf7FR TOP=7010_
y • •SY \\ 700.5 700.4 x
✓�l.'.' In696
INV
•r. � JN°� fig, •.' �, 00.1
.'.�� 27.5 L.F. -15 CMP /
AR64 REQUIRED ............ ..... 589 Q ?p, lted1 w 2 �6
O
lP R9P CLASS fA \ ::
TREES PROVIDED.......... 22 / -fr-
...... `a
APRON LENGTH=6 FT ", \:.'':' �` j \ �� �• ,i PARKING LOT LANDSCAPED `� 5' Wl0 70
AREA REQUIRED ............ .........2,9J5 APRON N707H=4 FT 6
/ a5 SIDEWALK
X rr�H41+G4 ` '4i.!
SEEDING REQUIREMENTS 4' SLWR STR 2 '
j CG54htW73 REOai�P£D I 703.8
ALA DISTURBED AREAS NOT PAVED WIC[ R£C/EYE AT A M/N/MUM / / AT 50' M/N /NTEJ�IFNLS 9/-39 L=14' x
6" OF TOPSOIL AND B£ SEEDED AS FOLLOWS. / / 9 +" ' os TOPg7(,C85
• INV.IN=596.915
1-J LBS. MARION KENTUCKY BLUEGRASS PER 1.000 50. FT _. _.__ _._ _ ��� - / I 30 .. S INY.0UT=696.85
1 LB. ANNt AL RYE PER 1,000 SO FT - ,(fit\G .. .. .. $- `� .''j�9. �Rg / .O - ` '- CONNECT TO EXIST.
70-120 LBS MULCH PER 1,000 SO Fr C DOUGLAS & FERN L. ADAMS S k' i0' G F GE `r-
/ �E / \ ,0 4 0 P o N �r r WATER rl(A/N. ARq�/DE
0 F o ® ,�, I75 WATT" METAL fdAL/ LAMP,, '
ZONED M1 / G ?' AID£ ,0 P GE G 6� �' _o _ O£� \
" 0\N /� F1 UM£ ``- / 1 .,o ° 0 f P 1� 510 Q�P MOUNTED ON BUILDING SAf'ELDEO 1-45 EL
FERr/L1IAT70N R£OuIR£MENTS TO BE DETERMINED BY ONSITE USE COMMERCIAL & INDUSTRIAL ��� j � 1 � S G� ivy j� S �- o ^ Z � �_ �a
p ( 81i v o G r^ TO PRfYEiNT SP/[LACE OFFSI
TESTING PERFORMEC AT TIME OF CONST)4Ui T/ON AT A L�j 4 SP 'jP P( �90 APO GOR E5) .
MINIMUM L144E SHkZ RE APOOED AT 70- 110 LBS P'FF 000 SC F' �Q0� 5 �� OF P r 50 �Z� (TYPICAL (OF 10) ILLUM/N4TED MONUMENT 702.2 * 5� m
/ / G 0`ti Of PG OF V o o\� Toe PIAD CONC \ SMA.1: SIT O;YE'RT.x Il�' f14R/Z ' j
0�' •� C
PLANTING SCHEDULE / �otih �� _(qP.
C VMGR�N NAME
® I PIN OAK
SIZE
1' CAL • 4' HIGH
SPACIAL
AS Sht WN
I QUANTITY
16
VIRGIA%4 PINE
1' GAL. O 4' HK,H
81
5'-
Eli,
`I
1.-4' 51 Ati',FREll
J
K
%- AD1bTAI'Lf
r%W,* lTY vt>y 4)
r5 ,'L.• �,,gy,RE
STD TUlMY� Sr�'7P
� -••�
I
C'
� / � xic crs.+c.•oe
1� 1
II
)KG RQXi4 -b CEDAR
C -4' Lnr- . A• �.CE
efTM®. BC+tiP
TYPICJIL PROW 52'✓ATION
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
4
zi
I I
�2) 74' lni ,�,• ROL-
DR4l �+ _ M•• (10+csk_lf
TO LDCt (-.T[5 IN OP{'1.
^rr a.'SED Me_�wTrab
\
Z\`
s
LOT 6
TH£ CONTRACTOR SHALC LIMIT LAND DISTURBANCE
�'
- -
C. DO GLAS & FERN L, ADAMS
ZONED: M1
c;
6 8.6
!
TO ONLY THOSE AREAS SHOWN TO BE REGRADED.
_ _
IvIMERC(AL &INDUSTRIAL
�\
x 7a0.3
IT /S THE INTENT OF THE OWNER TO PRESERVE
EXISTING TREES If POSSIBLE
, \
\
, DRAfNAGE EASEMENT,
\
~ `
x
�1
G /
1-FH. ASSCMBL Y
1-8' PLUG
WITH 1/Ef4LlIGS
ROCK FACED
CHECK DAM
/ DUMPST£R WITH 6 FT HIGH 'Q - o C o 58 \'! C) i Z Z r-
/ OPAQUE FENCING ALL AROUND e h CDo m
AND LATCHED GAT£. / p \ { Z
NOT£.- / / / `" \ M
NO STEEP SLOPES, FLOODPLA/NS, WETLANDS, SINKHOLES OR
OTHER EAVRON,MENTAL FEATURES ARE LOCATED ON THIS SITE / \ > "
4
C N TIZ
`\ \ %
vO D
VIP m C
N
V 10
00� 1cpb'
x ?o>}5 OO,�t'1 IV Si
k
,0 O�
\ 1 tJ
/ i ' MECHANICAL o\
�FOUIP. -PAD \ }o0° + 70 .uo "
LOT 5
/ 7 2748 ACRES
ZONED M1 \ 71
USE: COMMERCIAL & INDUSTRIAL qrJ
o\ / + 709.50
i
100,
OP�
Np F
3
N"
ONO
'
/
� q
PROPSEO --- +
GRAD£ -
`a
r. 50-2A
1 / • MATCH EXISTING CROSS SL OPE 3' BM-2
[ZONED LARDRAT C' k
USE AGIRCULTURAL/UNDEVELOPED 20-100 AC. P „ T H !� F ROA® MOSMI 7 *ASC W
,y)k:tJISI S & I ERNL A.DAMZONti `' � I _p
USE: COMMERCIAL &INDUSTRIAL
Donald A Mislowsky, Jr ; 68, g . , n gilbert W. dif f ord & asweiates, inc.
30
CERTIFICATE NO.
60
a ' - ?G
020674
S
_i
woo `
LEGEND
EXISTING STORM DRAINAGE & STRUCTURE _
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAIN
EXISTING WATER MA/N - - -; .ti' •--- - -- --- -.
PROPOSED RRE HYDRANT
EXISTING SAN SEWER AND MANHOLE
PROPOSED SAN. SEWER AND MANHOLE
PROPOSED SAN. SEWER SERVICE LATERAL S S. �-
DOWNSPOUTS --o
EXISTING GRADE
PROPOSED GRADE
STANDARD PAVEMENT
HEAVY DUTY PAVEMENT
PROPOSED CONCRETE AREA
PROPOSED GRASS AREA
PROPOSED SIL T FENCE SF
CONSTRUCTION ENTRANCE
SILT FENCE INLET PROT£CRON
4
1 S JI195
REVISED . PER FREDERICK COUNTY PLANNING
JOS
RAM
3
5116195
REVISED PER AGENCY COMMENTS
JOS
RAM
2
4/10/95
REVISED PER AGENCY COMMENTS
LIDS
RAM
1
3 17/95
REVISED SITE LAYOUT PER OWNER
JOS
R4M
NO.
DATE
DESCFdPT10N
BY
CW'D.
REVISIONS --- ---
,, m �� Engineers Land Planners Surveyors SITE' DEVELOPMENT PLAN
REGISTERED
IN FEET 150-C Olde Greenwich Dr 200 North Cameron St. PRELIMINARY
PROFESSIONAL
1 inch = 30 ft.
ENGINEER Fredericksburg, Virginia 22401 Winchester, Virginia 22601
PHONE: (703) 898-2115 PHONE: (703) 667-2139
FAX: (703) 898--2115
FAX: (703) 665-0493 FREDERICK COUNTY
NIA
.- A
DATE:
2/23/95
=0?
OF
Ili
u
II
(�
a I
I
r,,
j
METER BOX HARDWARE
1+00
PIPING
METER SIZE i
YOKE •
METER BOX * 1
METER BOX COVER
DIA -N
DIA.-IN
J
NON -TRAFFIC FORD C32
FORD
3/4"
1 5 GPM
Y502 I
1 8 to
TRAFFIC FORD C32H
1
15 GPM
FORD
24in
FORD NO 30 MONITOR *2
Y504
COVER W/ RML-12 TOP LID
1
25 GPM
FORD
Z4in
FORD NO 30 MONITOR *2
Y504
COVER W/ RML-12 TOP LID
FORD
FORD NO 30 MONITOR *2
1
40 GPM
Y504
24 in
COVER W/ RML-12 TOP LID
* 1 IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC
IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS
*2 IN TRAFFIC AREAS 3/4" x 30" x 30"STEEL PLATE WITH 22" DIA. CENTERED
OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED 6FTWEEN
LID & REINFORCED CONCRETE BOX.
TREATED 2" X 4 WITH TOP
6" PANTED BLUE —�
METER COVER
SET 2" ABOVE
VARIES AS REQUIRED FN. GRADE PRIOR t 8"
TO SODDING
18"-21" •!
3" STONE BEDDING .} METER BY F C S A ti METER BOX
CORPORATION STOP SURROUNDING BOX �y 30" DEEP
>
36" MN. ANGLE CHECK V ALV
ti
WITH DRAIN VALVE
8' MIN
45" YOKE CRIMPE
V ALVE
•!•!•!• .JJ�fKN�•hM hf• • � )l
•f•• ••J•!~l;M•fY• •N•h!•f•I •J
WATER MAN -TYPE '1C" COPPER TUBING CONT INUOUS
WITWYJT JOINTS FROM MAN Tn MFTFR
6" STONE BEDDING
NOTE EXACT LOCATION OF METER BOX ASSEMBLY
TO BE APPROVED PRIOR TO INSTALLATION
METER SETT ING P ARTS
e
LINE
ANGLE
ANGLE CHECK
EXPANSION -
SIZE
YOKE
YOKE VALVE
VALVE
WHEEL
3/4"
Y502
AV94-323W
HHA94-323D
EC-23
t"
Y504
AV94-444W
HHA91-344
EC-4
--
-
WITH C84-44
J
3/4" & 1" WATER CONNECTION DETAIL
Arefully Compacted Select
ackfill
4"
oIvne AGGREGATE
CLASS -B"
TRENCH & BEDDING DETAI
EXI,S71AC GROUND \
PROPOSED
GRAD£ \�
36' MW COVER REOU/RED
AjE/
MAIN
ti
u1
I
I
h�
�
�I
I
I
I
l
ttJf1 �tOG
4+00
1'-6" -TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS
SQUARE SKID PAD 6"THICK UNLESS OTHERWISE DIRECTED. TOP SHALL BE
SET
18" MIN ABOVE GRADE IN EASEMENT AREAS
�• CONTRACTOR TO GROUT MANHOLE
t• ' , COVER IN PLACE.
-
lit-.i i_ 4 BOLTS (3/4" DIA.)
2 0 ADJUSTMENT RINGS (1 1
..
" MAX.)
MAX �. `, SET ECCENTRIC CONE
SO COVER IS DIRECTLY
OPPOSITE THE DOWN-
•
STREAM SEWER
CONCRETE ASTM C-1 SO - • . 12" OR 16 "(typ)
4000 PSI ti
PIO1W 301
MASTIC APPLIED
BETWEEN JOINTS
.
AND ON EXTERIOR
JOINTS ARE TO BE SEALED '
SIDE OF JOINT.
WITH "0" RING GASkT7 Air •* - •
. '
V AR I ABLE
4.0..
--
PIPE TO MANHOLE
_
- •
CONNECTION TO BE
BYFLEXBLE SLEEVF
INVERT CHANNEL TO PROVIDE A
SMOOTH TRANSITION IN TO OUT,
/
3'-0" MN.
FOR ALL CONNECTIONS
2'0" MAX ---- - -- -- �..
4'-O" MAX.
GROUT BOTTOM OF MANHOLEti, , >• •, '.
TO FORM CHANNEL -- -" i aR�! ♦ "
D/2 - a
TOP OF BENCH
: .) -. .
T 1 :• - "'~ �•
WALL SAME ELEV
.
AS TOP OF PIPE
a-
` • ` e
6" BEDDING OF e
8,
068 STONE
-
ow
NOTES 1 . Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation.
2 Concrete adjustment rings must be used if adluslment elevation exceeds two xlches
They shal! have an exterior coating of bitumastic water proofing
3 Non -Shrink grout with shims may be used fov final slope adjustment
4 Skid pad to be placed around mankoles located in shoulders of roads
5 flat top casttna shall be used on shallow manhole (6 ft or loss) installations
I.— I 51_AN ARID PRE-C_AS1 MANI10LE-R7.Al
...A
A.
a. i" 1 •�
.
.. A. • A
e a . . a .
:A. a •..
a a_ The bottom of the curb and
71
gutter may be constructed
parallel to the slope of sub -
r- —6• 2'_O" surface courses provided a
minimum depth of 7" s
This orea may be concrete mointainso
of the option of the contractor
This curb Is to be used when
design speed is 40 MPH or less
on Rurol highways and 45 MPH or Note Comb. curb 9 gutter having o rod4us
leas in developed urban a suburban of 300'or less (oiatq face of curb) shall
oreos be paid for as radial combination curb 9
gutter
This item may be precast or cast r slate
Concrete to be ':loft A3 P cost it pioce,
4000 PSI if precast
COMBINATION 6" CURB 5 GUTTER
CO-6
"4h�
5t00
1
<j
PLAN
MU
0i%
702 702
LWJMPST£R PROPOSED
PAD GRADE
EXISTIhC
GROUND -
596
696
690 DATUM E7.E'V
6.90- 00 1
I
I
r
I
sII
i
I
�
I
h
Z
I
V
I
V
I
0
Concrete Anchor Detail
4
v
O
r----- --_ _ _
CG-6 � I
ACCESS ROAD SECTION
i H (�
4 aid A. Mislowsky, Jrz
o CERTIFICATE NO. -
020674; r
� 4GI
STERED
PROFESSIONAL
ENGINEER
693
690
687
3
684
MOE
678
675
cp
fA
7
4
675
62,0�I;
I
620' �
—
I
r PON6 ACE PARKING
4 -
L 3' 1U
SECTION A-1
15.45�
f'oRE
Wr�EHaISE/PfflxC1bN WIN
IXPANSbN
SE�ION C-C
gat r= val.
11'
f1D
DELI
REVISIONS
8' 11B
SEMON B - B
t:
R
1i
6 '8 ,,,,a
0M
-N 11.110.0000
E 8,740.0000
GRAPHIC �,Q C A L E
1 IN FEET )
inch - 100 ft
SITE AREA
4,X;
72' CMP
Rim = 659,0
Inv = 645,0
15' orifice
at 655,1 -
15' orif ice
at 648,0
24' orifice
at 645,0
0
Top of berm at 664 0 _
Emergerc;y overflow at 662.0
Proposed grad,
Embankment
36' ASPHALT M COAT
8' x 8' x 18' Conc Pad 6'x6' WWF EF, set riser
6' in base. Use 8` x �' x 2' leveling stone
4' x 4' x 4' Conc Pad 6'x6' WWF
A
j- \-i
12' ! j �
% A
i
Clay Core
CMP AT 1�0 e
i
�--
4'
one face,. Use 2' leveling stone Anti -Seep Collars to be 9' x 9' and
be placed 50 ft, apart, centered on the
embankment, One of two shown
Embankment to be placed and compacted in 8' lifts.
No to soil, organics, or stones greater than 6' diameter
shal( be used, Material shall be compacted to 9')% of
maximum density at 2./ optimum moisture
Cia Core to extend 5 ft beyond ends of embankment,
ai 8 ft below existing grade. The top of the core shall. be
E v 659,5 Depth of Coe Trench given Is general, actual
required depth should be determined by Soils specialist
at the time of construction. Maximum side slope Is 1:1
Clay core material shall. meet the following
Unified classification, SM, SC, MLA MH, CL or CH.
Particle size: 100X passing 112 sieve
Detention Pond Embonkment
Section
Cushion Pipew/ ; 2' x 2' x 3/16'
1/2' St�+rof oam An In Weld to --_ _MRffffio
_ Cylinder -'� T`�
-v
S E �. T I 0 N A— A
__ -- Class I rip rap lining on crest
Class II rip rap lining on channel over slope
PROPOSED
GRADE
Fi[.TER 'ADP;C-
hC
EXISTING
GRACE
ANTI -SEEP COLLAR DETAi
not to scale
Detention Fond Lril;�cn�:rgil c
DetJil,,
45 Bar E,F.
00 psi Concrete
Ilar 18, thick
Top - lc ua Corr Metal,Tack
Weld to _
I- y(,nder 14 Go Corr Metal
AngieTack Weid to
vlinder
�0K BICCk So0Cer
A
PLAN
SECTION A -A
X 2 112' x 1/4' Angle Weld to
Top as Stiffener
x 1l4' Angle. Weld to
as Stiffener
36'
Inv, Out 643,0
KI'VISI+)NS _ ----- JOB tits. ���"jr� Gilbert,
-� � SCALE
no. T date - --- -- _---- description---- _.--------------- --- - _ 7 -- -- - -
a > _ as shown
- �- - _ _-- - b�--t-cd._ _ --------------- ---.� C�II :�e� t t:llfforc ��1cI ���ocl�t�s, Inc .01
RFJ.Li,_PC;
----JNrY ENI_�NEE'''-----------'----- -------- - ----------L------A--- DATE. ��E. V��uC'��~ �J tJ!..� /. ^' .i'C.�d 01d� �J
.` -C -.
I �
TSHEET
DESIGNED BY. TEAM >�bNALP A MlSLGrSkY JF Engineers Land Planners Survevors 4
— -- -t--- - -- -_ -- - — --- - — --- - —_ - — --- ti 02,1674
�---- - - t a - >
PRAWN BY: - - Detention Pond Details
' � OF
t-------� - - — --- - - - -_ _ —._ _ _-- — -- --- - +-----_. _ _— -- P �{ � ti i `� ra _ L7 .� e !� r e w I _. I D � '_i `_ - - _ ,-� r; � r- o r _
TEAM
-r-- — i — --- — --- -- - --- --- -- - - }----- t _ f I
I I r ------ -i- �r F � � Y I C ice. _ �.' 1. ! Y� Q, v I Y' (� l I-1 I C.� _.. �_ I_ 1 Al - -- `f
-- ----- - -+--- ----------- - ----------------- --- -- ----- - --- - ._ -- - -- -+ -- -- APPROVED BY: 1 ` M. s,�� �, t� s- ' - c i ; r, 6 ? - , .� County of Frederic Virginia
II �� �,
.t
t,v k,
REVISIONS
BY
Z
O
U
U
0
Date 7 28-9'-?
Scat• 3/,1
Drawn
J097 00 q
Shot Z
Of 3 Shoots
a x s4 Mrf w OM ►l& mm c "p"lw •
REVISIONS II BY
e
E
•
o .
D
I 1O
Date 7_z g - 97
Scale 3Jy%l p/ O
Drawn 2
jo ! OO y
Sheet 2,
Of 3 Sheets
to X 24 PR MTKO 9M MO. T00011 CULM►RDR •
I
Af k tt t , +; tT t t+ t t SERVICEBERRY
At
t
Af
PLANT LIST T ..t *,� *Af
{ Ground Cover Bearbery Arctostaphylos uva-ursi Evergreen ` t+ tt • t, t} t+ a.,
t A
Ar
Ground Cover Virginia Creeper Paremnocissus Deciduous
quinquefolia + A, t
{ j d
h s''
Ground Cover Bunchberry Cornus canadensis Deciduous t+Ar
Ground Cover Trailing Arbutus Epigea repens Evergreen + + +� + �"
Shrub Hypericum Hypericum prolificum Deciduous
y
Shrub Common Juniper Juniperus communis Evergreen
Shrub Horizontal Juniper Juniperus horizontalis Evergreen
Shrub Native Azaela Rhododendren spp. Deciduous y y Y " ''' y
Shrub Mountain Laurel Kalmia latifolia Evergreen y y IVy'
Shrub Fothergilla Fothergilla major Deciduous
y `V y y
Shrub / Tree Serviceberry Amelanchier arborea Deciduous „ y y y yr 1 y
rq-
fit, br r
IVShrub / Tree Witch Hazel Hamamelis virginiana Deciduous y y
Shrub / Tree Smoke Tree Chionanthus virginicus Deciduous y V-1,��`,:� ,
Shrub / Tree Inkberry Ilex glabra Evergreen SERVICEBERRY
Small Tree Juniper Juniperus virginiana Evergreen
Small Tree Eastern Redbud Cards canadensis Deciduous z JUNIPER
HORIZONTALIS
Small Tree Sweetbay Magnolia Magnolia virginiana Evergreen "" ;, "` h '
Large Tree White Pine Pinus strobes Evergreen
Large Tree American Holly Ilex opaca Evergreen
Large Tree Red Maple Aoer rubrum Deciduous
3 HYPERICUM
Large Tree S. Red Oak Querous rubra Deciduous
Large Tree Sweetgum Liquidambar styraciflua Deciduous
Large Tree White Oak Quer+cus alba Deciduous
to x 24 nuuno OM »o, toom cu Paimf 0
REVISIONS
BY
01
\ v
'i
�9
Z
z
0
0
ti_
Date '7_2 8 _ 97
Scale 3/, I 0 / O �
Drawn Z
Job 7 0 Oy
Sheet
Of 3 Sheets
600051
Member: American Society Landscape Architects • Virginia Nurserymen's Association
Landscape Contractors Association of Metropolitan Washington • Virginia Society of Landscape Designers • American Association of Nurserymen