HomeMy WebLinkAbout40-02 Airport Warehousing at Arbor Court (Revision) - Shawnee - BackfileX. I Iv aw (; i11 .
Ieii AI! ;Aic
PHASE 1
STA. 10+43.0 �"
1-8"x8'x6" TEE
1-6' GATE VALVE
1-6' ARE HYDRANT
ASSEMBLY W/BOLLARDS
128 S.F. R.Q.W.
DEDICATED TO
COMMONWEALTH
OF VIRGINUI
BY V.D.O.T.
PHASE 1
STA. 10+00
EASEMENT I I^
1-8' TAPPING SLEEVES
I
do VALVE, BY FCSA
CONTRACTOR !TO MATCFI
DOUBLE SEALEO PAVEMENT P
AS SHOWN IN PREVIOUSLY I
APPROVED DETAILS; I
(SEE NOTE #1, ;SHEET C-5)I
ZI
NIv
an
001
t A, hAr+�'tli.
PHASE I
1-8'x6' TAPPING SLEEVE
& VALVE, BY FCSA
1-6' ARE HYDRANT
ASSEMBLY W/BOLLARDS
HANDICAPPED ACCESS RAMP REQUIRED
AS DIRECTED BY VDOT INSPECTOR.
..ST'D
U VDOT CG-7
6
L'� 1 /4": 1' MI_ NIMUM*
--I1'1-
IRF
wZo
0
wwu
V) d-6 MATCH EXISTING PAVEMENT
0
EXISTING PAVEMENT
1 1/2" SM 12.5
BM 25.0
21B
*MATCH EXISTING CROSS SLOPE
"CONTRACTOR SHALL ENSURE SMOOTH TRANSITION TO ST'D VDOT CG-6
WITHIN OFF-STREET PARKING AREA
SECTION THRU PROPOSED ENTRANCES
OWNER / DEVELOPER:
MR. HARRY HILL
201 MOUNTAIN ROAD
FRONT ROYAL, VA 22630
PH: (540) 636-6576
PROPOSED 20'
SAN. SEW. EAS MI
(UNP OSTED SPEED LIMIT)
VA, SEC. RTE. 1000 -ARBOR COURT
60' R/W
I "I
I I zI
Ig 01
I I� aI
I
I
-42'I
LI
Vicinity Map (11 :2000)
SITE PLAN REVISIONS--JULY 7, 2002
- ADDITIONAL PARKING & LANDSCAPING PROPOSED
PROPOSED 8 - BUILDING FINISHED FLOOR ELEVATION LOWERED 1'
SDR 35 PVC - STORM -WATER MANAGEMENT BASIN REVISED
SAN. SEW.
(JACK & BORE UNDER
RTE. 1000)
PHASE 2
STA. 13+88.29
1-80x8"x6" TEE
1-6' GATE VALVE
1-6' ARE HYDRANT
ASSEMBLY w/BOLLARDS
N 60'23'29"_�RF
75.07'
N.
- STA. 15+69.28
1 - 8' 45' BEND
A
Cb-6R \. \
\ STA. 16+19.79
\ \ 1 - 8' 45' BEND
I \ 1
\ \\ to
I 1 N
j I =
I\
24'7 1
I 1 \\
I I = 1 A
I \
I t0 I \
I \ PHASE 4
1 \ \ STA. 18+21.07
1 ` 1-8'x8'x6' TEE
\ 1-8" GATE VALVE
1 ►\ 1-6' GATE VALVE
1-6' ARE HYDRANT
ASSEMBLY w/BOLLARDS
I- kJ f_% LJ 1 1 V V r-% I\ L f-N , L \l r-N Ll 1 1 V V / l I\ L /-1 O j1 k�A L v I I N v /1 I\ L i1 STA. A 1 B+39.07
10, �. \ 1-8' PLUG W/
THRUST BLOCK
1 I \ \ 01 PIPE JOINT
PAST TEE
I \
I \\
Lo ' COkD-ACTOR TO MATCH
' DOUBLE SEALED PAVEMENT I \
AS SHOWN IN PREVIOUSLY \
APPROVED DETAILS. I \ e
(SEE NOTE1, SHEET C-5)
DRAINAGE
�E�ENT I / I \ \Ul
VARIABLE WIDTH \ �\
PHASE I / / DRAINAGE ESMT.
7�N: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
loo, Ile
4g0.6
0'
54 00' 16 W
IRF �°'
SYMBOL COMMON NAME SCIENTIFIC NAME SIZE ® PLANTING SPACING QUANTIT
0 FLOWERING PEAR PYRUS CALLERYAANA 2" CAL - 6' HIGH 20' ON CENTER 76
0 HETZ JAPANESE HOLLY ILEX CRENATA "HETZI" 36" HIGH 4' ON CENTER 82
N
LANDSCAPE ANALYSIS
EQUIRED: 1 SHADE TREE PER EVERY 40' OF
PARKING LOT PERIMETER.
2434'/40' = 61 SHADE TREES REQUIRED
1 SHADE TREE PER 10 PARKING SPACES
AND A MINIMUM OF 5% INTERIOR SPACE.
153 SPACES/10 = 15 SHADE TREES
REQUIRED
1.40 ACRES x 5% = .07 ACRES INTERIOR
LANDSCAPING REQUIRED
PROVIDED: 61 SHADE TREES AROUND PARKING LOT
PERIMETER
15 SHADE TREES IN INTERIOR ISLANDS
.09 ACRES OF INTERIOR LANDSCAPING
40
N SITE PV r,
PF ED
ATE .
0 40 80 120
Scale 1 " = 40'
Approved by the Zoning Administrator
Signature Date
Note: Site plan is valid for five years from approval date.
(jLNLKAL NU I L`):�L
:11
1. INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED FEBRUARY 2,
1999, BY OTHERS.
2. BOUNDARY INFORMATION SHOWN WAS TAKEN FROM BOUNDARY SURVEY DATED MAY 21,
TRIAD ENGINEERING,
INC
1998 BY MARSH & LEGGE.
www.triaang.com
3. BASE SITE PLAN DATA PROVIDED BY GILBERT W. CLIFFORD & ASSOCIATES.
y
ID
4. FIRE LANE SIGNAGE AND MARKINGS REQUIRED AT ALL FIRE HYDRANTS.
5. STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
0
SECTION 311, USE GROUP 8 (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996.
OTHER CODES THAT APPLY ARE CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING
AND FACILITIES.
6. AT A MINIMUM 5'x 5' CONCRETE STOOP TO BE PROVIDED AT ALL EGRESS DOORS.
7. THESE PLANS ARE TO SERVE AS A RECORD OF REVISION TO PREVIOUSLY APPROVED
PLANS:
E
TITLE: AIRPORT WAREHOUSING AT ARBOR COURT
o
T
FINAL SITE PLAN APPROVED BY FREDERICK COUNTY ON 10/20/99
1 ST REVISION - SITE PLAN #27-01 (REFERENCE)
o
D
ENGINEERING FIRM: GILBERT W. CLIFFORD AND ASSOCIATES, INC.
ENGINEER OF RECORD: RONALD MISLOWSKY
o
8. NO STEEP SLOPES, FLOOD PLAINS, WETLANDS, SINKHOLES, WOODLANDS OR OTHER
ENVIRONMENTAL FEATURES EXIST ON THIS SITE.
a-
9. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND.
10. DEVELOPER SHALL FILE FORM 7460-1 WITH FFA.
11. NO OUTDOOR TRASH RECEPTACLES PROPOSED. TRASH IS TO BE TAKEN DIRECTLY TO
THE FV',EDERICK COUNTY LANDFILL BY OWNER/OPERATOR.
12. SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, SECTION
b
165-30, SIGNS.
13. ANY OUTDOOR LIGHTING INSTALLED IS TO BE DIRECTED AWAY FROM ADJOINING
In
PROPERTIES. NO LIGHTING IS PROPOSED.
0
0
0
14. NO OUTDOOR STORAGE PROPOSED.
o
oI
15. SPECIAL INSPECTIONS SHALL APPLY TO CHAPTER 17 OF THE BOCA NATIONAL BUILDING
c l
=
CODE/1996.
o
0
I
0 0
I
16. MAX. SLOPES ACROSS THE HC PARKING AND UNLOADING SHALL NOT EXCEED 2%.
`i�
U
r�
0
17. SEWER SHALL HAVE CLEAN OUTS EVERY 100' PER THE IPC AND CROSS CONNECTION
0
o
WHERE WATER AND SEWER CROSS.
r:
U
II
18. PARKING CALCULATIONS ARE BASED ON FUTURE FLEX -TECH DEVELOPMENT OF THE
o
SUBJECT PROPERTY, PER § 165-48.7 OF THE FREDERICK COUNTY ZONING ORDINANCE.
0
0
0
o
THE PRIMARY USE, (WAREHOUSING STORAGE) CONSISTS OF 75% OF THE PROPOSED
p
U
�
V1
BUILDING, OR 18,000 SQ. FT. THE SECONDARY USE (BUSINESS) SHALL NOT CONTAIN
MORE THAN 25% OF THE PROPOSED BUILDING, OR 6,000 SQ. FT.
T
FCSA CONSTRUCTION NOTES:
<
�
<
;
0
U
°1
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
y
p
L
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
p
U
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
AUTHORITY'S INSPECTION.
U
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE
1
FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME
AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE
Q
COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER
^
�_ >
BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER/CONTRACTOR'S
Z
I Q 0 LO
RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
it
w H
5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
Z
z
Q W Z m
A. THE AUTHORITY CrALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
� W
W 2 Z M
B. THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE
' 3 Q
• Q 0 O 0 O o
WORK 137",NS); (3) MARK THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS
� o >
Z O X In � E
COMPLET'_D•
W
z z z
0 0> Z 0 E
6. THE CONT-'nr.TOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
W
0 < a
w Z W U _
7. ALL FIRE LIVES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
of
0 g , Z -
RPZ BACKF "IW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBL'V SHALL MEET ASSE STANDARD NO.
p4Pr
_
_ • J 0 W
104tb OR 1047. A REMOTE READOUT IS REQUIRED.
�'
' z M
r;Z
F 0 Q o
> O Uj
�
u'x1
Of
UZ�>o
WINCHESTER REGIONAL AIRPORT NOTES:
Z
�
Q Fr:
U)
1. ALL OUTDOOR LIGHTING TO BE SHIELDED TYPE SUBJECT TO WINCHESTER REGIONAL
W
3m
a�Z (0
AIRPORT AUTHORITY APPROVAL.
Q
O Uj 0 U
2. OWNER/DEVELOPER TO SUBMIT FEDERAL AVIATION ADMINISTRATION FORM 7460-1 FOR
? z
APPROVAL. COPY TO BE PROVIDED TO WINCHESTER REGIONAL AIRPORT.
Q
w
3. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT OF CONTROLLED
>
BURNS 24 HOURS IN ADVANCE.
Q
4. ALL CRANES TO HAVE AVIATION OBSTRUCTION FLAGS AND LIGHTS. CRANES TO BE
LOWERED AT NIGHT.
5. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT 24 HOURS PRIOR TO
BEGINNING CONSTRUCTION.
SEEDING REQUIREMENTS:
PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL
RECEIVE A MIN. 61N. TOPSOIL AND BE SEEDED AS FOLLOWS:
200 LBS. TALL FESCUE PER ACRE
12 LBS. ANNUAL RYE PER ACRE
400 LBS. 10-20-10 FERTILIZER PER ACRE
AGRICULTURAL LIMESTONE SUFFICIENT TO BRING PH TO WITHIN 6.5-7.0
2 TONS STRAW MULCH PER ACRE
PERMANENT SEEDING WILL OCCUR AS THE FINAL PHASE OF
CONSTRUCTION.
TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED
FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS
FOLLOWS:
60 LBS GERMAN MILLET PER ACRE (MAY THROUGH SEPTEMBER)
60 LBS ANNUAL RYE PER ACRE (OCTOBER THROUGH APRIL)
400 LBS. 10-20-10 FERTILIZER PER ACRE
AGRICULTURAL LIMESTONE SUFFICIENT TO BRING PH TO WITHIN 6.5-7.0
2 TONS STRAW MULCH PER ACRE
SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO
PROVIDE GRASS EMERGENCE.
SITE STATISTICS
PROJECT SUMMARY:
MAGISTERIAL DISTRICT........................................................SHAWNEE
TAX IDENTIFICATION NUMBER............................................64-A-80!
TOTAL PARCEL AREA.................................................7.8880 ACRES
CURRENT ZONING...................................................................M-1
ADDRESS. ................. 321 ARBOR COURT WINCHESTER VA 22602
CURRENT USE.............................................UNDER CONSTRUCTION
PROPOSED USE..........................................................WAREHOUSING
EXISTING LOT AREA....................................................7.8880 ACRES
DEVELOPED LOT AREA......................................................7.5 ACRES
SETBACKS: REQUIRED PROVIDED
FRONT (CORNERSIDE) 75' (75') 75.00' do 93.00'
SIDE 25' 69.14'
REAR 25' 149.77'
MAXIMUM M-1 BUILDING HEIGHT: 60'
PROPOSED FLOOR AREA
PHASE ONE....................................................24,000 SQ. FT.
PHASE TWO....................................................24,000 SQ. FT.
PHASE THREE.................................................24,000 SQ. FT.
PHASE FOUR..................................................24,000 SQ. FT.
TOTAL BUILDING..............................................96,000 SQ. FT.
EXISTING TOTAL LOT AREA......................................7.8880 ACRES
LOT AREA DISTURBED................................................7.50 ACRES
F.A.R. ALLOWED.......................................................... 1.0
F.A.R. PROVIDED................................................................279
MAXIMUM BUILDING HEIGHT.................................................60'
PROPOSED BUILDING HEIGHT...... '
EMPLOYEE PARKING
PARKING REQUIRED (PER PHASE);
-14;v4EHOUSING: (1 PER EMPLOYEE) x 4 EMPLOYEES
= 4 SPACES
-OFFICE: (1 PER 250 SQ, FT.) x WN SO, FT. = 24
5PACE5
-TOTAL SPACES REQUIRED FOR EACH PHASE = 28
PHASE 1
PHASE 2 PHASE 3 PHASE 4
TQIAL TOTAL
TOTAL TOTAL TOTAL. TOTAL TOTAL TOTAL
REQUIRED PROVIDED
REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED
TOTAL PON SPACES 26 Z2
551 2 M 54 M 15�
TOTAL STANDARD SPACES PROVIDED (FOR ALL 4 PHASES)
= 145
TOTAL HANDICAP SPACES PROVIDED (FOR ALL 4 PHASES) = 8
IM EMPLOYEE SPACF5 PROVIDED (FOR ALL 4 PHASES)
= 153
LOADING SPACES
LOADING SPACES
REQUIRE PER 40.000 5.F
. PROVIDED
96.MC/40,000 = 2_4 4
UDENNIE D. DUNLAP III>
No. 035809
A
ti
SIGNAL
PROFESSIONAL SEAL
0
Z
Z
�
�
a.
O�
=(1)
O
W
Ld
Q
�
�
O
I..L
<
W
O
_
Q
Q
W
Q
Drawing
Number:
C-1
OWNER / DEVELOPER:
MR. HARRY HILL
GL_A lL & HRC) FH WS: 201 MOUNTAIN ROAD
1.M Earl (()) I, i H�) FRONT ROYAL, VA 22630
PH: (540) 636-6576
1,7 350 A(,Rt A
JS1_., iNDU_,, .
ZONED: M --1
! E,).LL4_CL w9A RK 1r INiJU.71.
SFr TOP FLANGE. BOL lJ�vr 0: I��
i , ANSI, 4 v I,C rly�r, rl.
! F f:IRE HYDRANT
M7,Jb.48
klb1
r.
� S
. ,. __�._ :..- . ._. _-.
a y� ., r,,x EC. R
� UNPO�"7ED SPEEDMIi�
kb T 1000 - ARBOR CO, RT
ti ti a
IT R/W
128
Doom M
;`' ONWEN.TH
!I; ; OF VIRGINUI FE5
65,
X. overhead E le;Jric onil ' !1 BY V.D.03. %f �165,
T/C= T/C = INV- - , -
i
70232 703.02'
_.
X
dd
i II
i UX
=
.01
e�� S I T/C= TX
702.73 24' C/0 702.
II
T• C= 1
704.34 ' 70 .3
I
70 .8
T/C=
703.61,
25' DRAINAGE
EASEMENT
1 ,
A"1 6+ ((A) j
1), 6 A�.. E i {:� , i ! I A 24,000 SQ.FT. BUILDING
1) i.,1
u���:�:_ Ir�::1 Sr. ` ' ! ' PHASE OItE
.ZONE � M I. ,; , ;; 24,000 SQ.FT'. BUILDING
' I 0 F.F.= 704.50
CN PHASE TWO
PROP. MAX, HEIGHT= 32 FT. _
F.F.- 704.50
PROP. MAX. HEIGHT= 32 FT.
-
I
PHASE I PHASE II
0 hl�,. I ^-i���3� 1 CL �
< 1.
X bi+t4iCl t J
12iM 7LfG,r7i7 •,`\ I I � i _� .
)NV. IN-69`K 3
Iw,,,
fY ` T S=
701.79
II i
ER. MANt'i)i.i I 700.83 T 700.50
, b
KiM ft36.61 it 1 Q
;NV. iN 691 I0- i, I iP 10'
INV. OU i tag 1J
' I
Q I
li I �C% F; 3
H i ' If -- I
ii I j l V. = 9.00
` 25 DRAINAGE
EASEMENT N�LLJ 20' DRAINAGE
EASEMENT
Ld
i;€ S of
l I 4�;Lo
tt
IN , �1 .;1 cn i
ZONFID: M Q
I
L + /
(
1
Li j ' CONSTRUCTION ENTRANCE
WITH WASH RACK (REQUIRED) \
411
I
E&S LEGENp
N0. TITLE KEY SYMBOL
3.02 CONENTSTRUCTION
CCNE CE
CE
3.07 STORM DRAIN
INLET PROTECTION I P
3.3fi SOIL SiABILIUTION NAG
BLANKETS 3 MATTING
,.`r1„1- C r' VVL.r-..) Air,
1Ri -702.f4
r t
ihJV. Iv t; 3 � 64
•Vr
r'
_
190=11:v�l
NOTE:
PROVIDE EC-1
CLASS Al RIP RAP
La= 4'
W= 6'
1
a RFGD
SANITARY SEWER SCHEDULE
SIZE
LENGTH
SLOPE
FROM
TO
TYPE
(in.)
(ft.)
M
EM/H
M/H #1
PVC
SDR 35
8"
70.74
0.65
M/H #1
C/O #1
PVC
SDR 21
4"
85.00
3.06
C/0 #1
C/O #2
PVC
SDR 21
4„
56.47
3.06
M/H #1
C/O #3
PVC
SDR 21
4„
65.44
6.62
M/H #1
C/0 #4
SDR 21
4"
65.36
6.62
M/H #1
C/0 #5
PVC SDR 21
4"
-
85.00
3.08
C/O #5
C/O #6
PVC
SDR 21
4"
55.50
3.08
STR ,
TYPE
TOP
/NVEfpT
# 1
Dl - 7
698.00
693.00
J2
Dl -1
700.00
597.25
F.F.= 704.50 0 y �\
?OP. MAX. HEIGHT= 32 FT. N
24'-�- I
F I \�
10' w
PHASE IV 1By N
00 \`
I
I
I \
SI \ %
I= T/P=
50 700.50 N" I
I \
I t
T P= r
T S= 698.12
9.84 I r,
T/P= /
/ / VARIABLE WIDTH
698.40 , CD / DRAINAGE ESMT. \.
9 �
-696 �� \
fi94
SF 1
_04
6913
SF _ - _r-
SF
S�I _ ___--
PROVIDE EC-1
CLASS Al RIP RAP
La= 4'
W= 6'
PROVIDE PERMANENT LEVEL SPREADER
CONTRACTOR SHALL PROVIDE POSITIVE SLOPE
FROM BASIN OUTLET PIPE TO EXISTING
ES-1 ON ADJACENT PROPERTY (DEARING
BEVERAGE). INVERT OF EXISTING ES-1
IS 692.24(f).
40 0 40 80 120
Scale 1 " = 40'
SANITARY MANHOLE SCHEDULE
M/H #
M/H TYPE
TOP
INVERT
EXIST. M/H
STANDARD
702.24
692.64(in)
692.44 out)
M/H #1
STANDARD
703.00
693.67 693.00 �4::�
8
C/0 #1
STANDARD
703.68
696.27
C/O #2
STANDARD
704.45
698.00
C/O #3
STANDARD
704.45
698.00
C/O #4
STANDARD
704.45
698.00
C/O #5
STANDARD
703.68
696.29
C/O #6
STANDARD
704.45
698.00
J/ U/Y/I// J t W t IY J (, /-/t U UL t
SIZE
L ENGTH
SL OPE
FROM
TO
TYPE
(in.)
(/' t.)
(9'>
F.E.S. # 1
STR ff l
CMP
is"
50.00
0.50
F. E. S. #2
STR J2
CL P/
18 "
190.00
0. /0
STR ff2
F.E.S. ff3
Rc P�
15"
117.00
1.50
F. E. S. 15
CL P�
15 "
65.00
100
ML:11
TRIAD ENGINEERING, INC.
www.triudenq.com
•ft
16
Ir
O
O
I
O
O
0
0
O
CV
U
T�
O
I
o
o
r`
o
w
6
v
0
U
�
U
n
v
0
Q
ID
¢
C:
o
M
y
Q
L
p
U
U
ZW
•
-
D
U
r ^
`.J
In
Za ->
Z�
�ZE 0't
QwQ m4
- �W
ZM
> 3
Z J 01O
'QO�O;cn5Z>>
tDoW
z��X'
V
Zzz
a
>ZO�
-0O
WIo
ZWUZI�aLLJ
•zZ VO'
W
Q
m_
.e.�
"WE
; Q
UZUOJ>^ o�
•Z=5>N�'
UEL1D
Z ZZ_
Li3m
JW
a�z
c
(7p0 U't
V'
z
NOTES:
Q
w
Q
1. REFER TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES,
DATED 02/24/99, AND APPROVED ON 10/20/99 (SITE PLAN #15-99)
FOR STORM -WATER MANAGEMENT BASIN, UTILITY, AND PAVEMENT DETAILS.
2. REFER TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES
(SEE NOTE #1 ABOVE) FOR EROSION AND SEDIMENT CONTROL
NARRATIVE AND STANDARDS.
CHANNEL INSTALLATION
C:\ENG\CHANNEL.DWG
�yTH oF�
.� r ID Z. z_/ ,
P21�
UDENNIE D. DUNLAP III>
No. 035809
o
''I ',O'IVAL
ate. • • ]. • ''��fj
PROFESSIONAL
IT
,►.,, 11
•
�G�/i •. 11 111�
,.,.,,.1,_�� -►,.;,
is
I ills
C
C
1. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A B' DEEP X B' WIDE TRENCH.
BACKFIL L AND COMPACT THE TRENCH AFTER STAPLING,
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLAW ON BOTTOM OF CHANNEL
4. RACE BLANKETS END OVER END (SHINGLE STriEWTTH A B' OVERLAP. USE A DOUBLE ROW OF'
STAGGERED STAPLES 4' APART TO SECURE BEAN
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN B' DEEP X B' MADE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
B. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4' OVER THE CENTER BLANKET AND STAPLED
(2' FOR C350 WITTING).
7. IN HIGH FLAW CHANNEL APPLICATIONS. A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT
INTERVALS. USE A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL PUCE A
SECOND ROW 4' BELOW THE FiRST ROW IN A STAGGERED PATTERN.
5. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 0' DEEP X B• WIDE TRENCH.
BACKFiLL AND COMPACT THE TRENCH AFTER STAPLING.
NORTH
AM E R I CA N
14640 HIGHWAY 41 NORTH, EVANSVILIF, INDIANA 47711
GREEN
USA 1-8oD-772-2040 CANADA 1-a00-448-2040
`I
Drawing
Number:
C-2
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8"x3/4" or 3/4"
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH - T
1"
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
treated 2"x 4" with
top 6" painted blue
meter cover
set 2" above
fin. grade prior
18"
varies as required
to sodding
corporation
18 21"
r
meter by F.C.SA '.
stop 3" stone bedding
meter box
surrownding box
1
.v
angle check valve
1 36" min.
with drain valve
45'
8" min
angle yoke
1�
IV
type K copper
tubing, continuous
without joints from
to
main meter
water main
6" stone bedding
METER SETTING PARTS
line
$ize
meter
size
Yoke
an le yoke
ballveOe
angle check
valve
expansion
wheel
1"
5/8"x3/4'
Y502
BA94-224W
HHCA91-323-TV
& C84-04
EC-23
1"
3/4'
Y503
BA91-323W &
C84-34
HHCA91323-N
& C84-34
EC 23
Y504
f3A9
4-444W HHCA94-444-TV EC-4
1"
M t,
INSTALLATION NOTES:
1. Exact location of meter box assembly
to be approved prior to installation.
2. Water service crossing street shall be
encased in 3" dia. SCH40 PVC or M
SOR21 piping. The piping shall run from
one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
F
curb & gutter
Street
T�
f
to back of
sidewalk
1 " type
Y K
copper
7 N
1" X 1"TEE (r444-444)
DUAL METER INSTALLATION
5/8"x3/4", 3/4" & 1" METER INSTALLATION
Figure 5
DOUBLE PRIME COAT1
1 SEAL
�!�?��:t• ,•^•��•s %ice. +"•,[i���i,� -, � • :l
21-B STONE
`••ai�,l: � •� r� � ,( ,• ?•• /: .• �• '• a 1•:I
SUBGRADE COMPACTED TO
DENSITY.95% STANDARD PROCTOR
TYPICAL COAT & SEAL PAVEMENT DETAIL
FOR OR ROADS & PARKINC AREAS
NOT • SCALE
thrust
block
" dia. schedule 40 steel ! I
ripe filled with concrete
and painted yellow
18" dia. j 1
concrete
encasement
7'
BOLLARD DETAIL
direction of setting to be approved prior to installatbon
top of manhole at grade in pavement areas unless otherwise directed
(top shall be set 24" min. above grade in easement areas)
square skid pad 6" thick--
wrap around heat shrinkable
[ sheet [WrapidSeal by CANUSAI
4
4 bolts (3/4" dia.)
• 35" max. '
adjustment rings (11" max.)
concrete ASTMC-150
1" X 1"TEE (r444-444)
DUAL METER INSTALLATION
5/8"x3/4", 3/4" & 1" METER INSTALLATION
Figure 5
DOUBLE PRIME COAT1
1 SEAL
�!�?��:t• ,•^•��•s %ice. +"•,[i���i,� -, � • :l
21-B STONE
`••ai�,l: � •� r� � ,( ,• ?•• /: .• �• '• a 1•:I
SUBGRADE COMPACTED TO
DENSITY.95% STANDARD PROCTOR
TYPICAL COAT & SEAL PAVEMENT DETAIL
FOR OR ROADS & PARKINC AREAS
NOT • SCALE
thrust
block
" dia. schedule 40 steel ! I
ripe filled with concrete
and painted yellow
18" dia. j 1
concrete
encasement
7'
BOLLARD DETAIL
direction of setting to be approved prior to installatbon
top of manhole at grade in pavement areas unless otherwise directed
(top shall be set 24" min. above grade in easement areas)
square skid pad 6" thick--
wrap around heat shrinkable
[ sheet [WrapidSeal by CANUSAI
4
4 bolts (3/4" dia.)
• 35" max. '
adjustment rings (11" max.)
concrete ASTMC-150
4000 psi
112` or 16' (typ.)
.4
e
t pioneer 301 mastic applied
between joints and on
exterior side of joints
joints are to be
sealed with "O" ring
gasket
as required concrete pad V-6" sq. x 6" deep variable
n,F 4'-0-
2' min. - 6" max. I.D. pipe to manhole
r.'yr r - �, ,r r 6 connection to be
1 s {iw'.�iw �:'. , • 2 by flexible sleeve
K invert channel to provide a 3'-0" min.
4" stone smooth transition in to
out, for all connections 2'4" max. 4'-0" max.
screw type
adjustable -- ��
top of
g bench -wall same
valve box rout bottom of =."� ,.
n stone to be minimum elev. as [op of
e-� 1 manhole to form !2
%of 6" above top of ✓>!
locator marker channel-
$y pipe
stone
,+t\,•ny,y„..�,yd yam,., ,. • - e' 4 ..
t-r�rt egalugs > >a ° j
•° 8,
♦ ,,.
6" bedding stone---•�a�z. a" r s.z x xti a
q j pry'
.AY )NS
mechanical NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
joint swivel tee
a K h u �+ s � with 6" branch bdumastic water proofing.
N113. Final slope adjustment of manhole frame may be by shims and non -shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
nA, �t tii >.� x•p r n` 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations.
FIRE HYDRANT ASSEMBLY STANDARD MANHOLE
Figure 9 Figure 12
715 I I I
EXIST.
PROP.
MH
MH
710
710
705
705
700
700
695
I
695
70. 7
4LF 8"
SDR 35
VC
f�0.65�
690
690
C14
0 CM
J (D
Z Z
Z
._
O <
O w
Z
685
+
w
685
O
O fn
s O
w
w 0
0
�UZ
Q�p
Q��
to
j W
Z �NZ m
U) LO
X U'
Z
X rJ
�0 IrJ
I
680
M O
w
W cn
a g
V)
o l"ri W
II
680
FZO0O
II
X
W
X
W
C
Cr
�>
w
n
YO
O
O1
jO
1-Zz
X
LLJ
WXoW
N
d
r1_
675
LJ
0
N
In
r-
675
+ ► 1 + 11+00
8" SANITARY MAIN EXTENSION
PROFILE FROM EXIST. MH TO PROP. MH
SCALES: HOR. 1 " = 40'
VER. 1 " = 5'
�L:11
TRIAD ENGINEERING, INC.
HARRISONBURG. VIRGINIA
1.0
C7 [n
O
I
N O O
O
O U r C
N O 3
O I s
O = rn
I Q) U
O `- O
C
•O
+O• � -O O
O v
o U c
T
p 0
Q C Q c
rn o o u
In
� O U
•
U
Z W
U Q
(1��� � >
`✓ J U) 0 �
Z Z
a> Z Dd'
Q
z� QW m
�W w2Pa.zM
of3. z00 N(Q
>p Uj_Z
v z d R
LAJLn 0 N Z z Q
Of W WUU,I
�� Og .z-
= J_ .JON
>Ur Q1--pQ
UZZUJ>M
co z >fY
zI�_ n
Zzz
QWt0
3m dl-0LLI wc0
I
Q BUJ I Ut�n
z� z
Q }
W
Q >
D
715 I—
I LTH 0
710 _ 710
EXISTING UDENNIE D. DUNLAP III>
GRADE I PROPOSED I No. 035809
_ GRADE MAINTAIN
I
!
MIN. 36" I I EXISTING PROPOSED
705 _ _ COVER GRADE GRADE 705 �SjoNAL
PROFESSIONAL SEAL
approximate — -_
casI iron cleanout cap with brass plug I a.i att 4 C of
-- — - _
R havinga countersunk square head ��� '
q existing 8
,.. _ - i -.
Panella Model PA4SV-CSK (4h700 700
Panella Model PABSV-0SK (8") W a t 2 i MCI* I rl _
finished rade - -
PROPOSED 8-
- rJ
SQR 21 PVC WATER LINE _ — -- —
2ox2ocico 2ret es Z
id pad _ m PROPOSED a„- Sp Q
R 21 PVC ATER LINE 695
D V)
I 695 w
I a" stoneLLJ
JI ~ LIJ O � 1_ 1
cleanout pipe > I li] �0 W�
sDR 21 W_..._ L�J W ~ V
w� W W� LdWLd =Q W Z
SDR 35 spigot by � > >
SDR 21 gasketed-...... t. _... _ ... : - w _ _ ...i W —1 Q _ _ _ W - - _ . _. - ... I W .-d Q J J
SDR 35 bell adapter 690 W Q LLJ Q W Q Z Z Q Q 6 9 0 _
gasketed bell wye > > } > > Q
�� O
sanitary (see note) SDR 35 spigot by J I—' F— i— _ f�
W W C� O
"' `DQ (XQ _ice, gQ= m
sewer main gasketed bell 45' ... ...
SDR 21 bend (sae note)
U. W. _ _ C � L�
.. .. _ /UyX v r�
OD Z W W W d= � �
a m (D W bo CD (n _ fn = Cn oD W (D In = OQ DD OD Lo cp -co a-
&' stone bedding 685 Q I l i I I 1 I i!! n I i i i I i 685
�..,
NOTE : 1.Where length of service lateral to exceeds
75' a cleanout assembly shall be furnished at t I
the property line. CC
2. If top of sewer main is greater than 15',
then wye and bend to be heavy wall SDR35. I I I I ( ~ O
o O _! cD; co aD tN d N n O __J Q Z
_ _ _ ..._ __..-... m_ ._-_. _._ _. _.._..._ _ . _ .. _ _ N 0) m
680 _ 1�, �, 680 ~ O
9+0 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 V
SEWER CLEANOUT 8" WATER MAIN EXTENSION
Figure17 PROFILE STA. 10+00 thru 18+39.07 Drawing
Number:
SCALES: HOR. 1 " = 40'
VER. 1 " = 5'
C-3
GENERAL NOTES:
M
OWNER / DEVELOPER:
MR. HARRY HILL SITE PLAN REVISIONS--JULY 7, 2002
yA 201 MOUNTAIN ROAD
FRONT ROYAL, VA � 2630 - ADDITIONAL PARKING & LANDSCAPING PROPOSED
vi
PH: (540) 636-6576 PROPOSED 8" - BUILDING FINISHED FLOOR ELEVATION LOWERED 1'
SDR 35 PVC - STORM -WATER MANAGEMENT BASIN REVISED
SAN. SEW.
(JACK & BORE UNDER
RTE. 1000)
PROPOSED 20' PHASE 2
STA. 13+88,29
i,, SAN. SEW. EAS MENT 114r , 1-8'x8'x6' TEE
(UNPOSTED SPEED LIMIT) 1-6' GATE VALVI
VA, SEC. RTE. 1000 - ARBOR COURT 1-6' ARE HYDI'w
6 0' R /W
ASSEMBLY w;'bu"ElARDS
129 S.F. R.O.W.
P DEDICATED TO o 5T'D VDOT ,
COM�IONIWE1ILTH P6 PHASE 1 4. 1 r 12 = CG-1 1 12 E N 60'23'29" F
OF VIRGINVI I _ _ _ _ _ _ STA. 10+98_00 _ _ N 64'006'27_ E - - - - 5291.73' APER - ENTRANCE -
n �, Izuri <;r trir u' BY D.O.T. - - - 'x8'x6' TEE - - - - - - 5.07 \
1 8 25' DRAINAGE �
IcPi we t 1��QC)n<ppnmnconmn
6' GATE VALVE - lSEM
\
49
i 00 00 C1U C10 OO 00t� OC) UO
- - - co \ STA. 15+69.28
PHASE 1 2' FO �2 >� ' .Tv III"- I !; :.113, 2' ,� 2' .4 � 1 - 8' 45' BEND
UR
STA 10+43.05 r UR UR 2, I I UR �' I CUT
1-8'x8'x6' TEE I CP UT C C 1Q - - -CU - - - -
.S,----------- -----1 -- L- - - - - - d------ ------ �\
1-6' GATE VALVE I I 24 #1 5 1 \
1-6 FIRE HYDRANT r. ---I}4 _ _ 0 ` \
ASSEMBLY W/BOLll1RDS i CG-Er'R - - - - - - - - - - - - - - - - - P
- - - C�T6R
PHASE 1 20 WATER i I -79.69' -L11 M till- 1
STA.10+00 EASEMENT T 120 C/o 120' C/o C/o 120' C 120' A
1-8' TAPPING SLEEVE -;ELEC & TEL ELEC & PHASE 1 -- 1' TYPE "K" #2 /PHASE 2 -- 1' TYPE 'K' #3 #4 /PHASE 3 -- 1' TYPE 'K' #6 PHASE 4 -- 1' TYPE 'K' I \ & VALVE, BY FCSA CONTRACTOR ITO MATCH COPPER WATER SERVICE COPPER WATER SERVICE COPPER WATER SERVICE COPPER WATER SERVICE STA. 16+19.79 I \.
DOUBLE SEALEP PAVEMENT 25 I DRAINAGE 5/8'x3/4' WATER METER \11 5/8'x3/4' WATER METER 5/8'x3/4' WATER METER 5/8'x3/4' WATER METIA I I 1 - 8' 45' BEND
AS SHOWN IN PREVIDUSLY\
APPROVED DETAILS,., EASEMENT POLE MOUNTED HANDICAP PARKIN(, I I A
\
(SEE NOTE #1, SHEET C-5) SIGNS INSTALLED PER VIRGINIA I \ \
STATE CODE SECTION 36-99.11 C I \
zi (TYPICAL OF 8) I I \
, 2' I IV v
N `
' ec RB 24,000 SQ.FT. BUILDING 24,000 SQ.FT. BUILDING 24,000 SQ-FT. iUILDING
C
PHASE ONE 24,000 SQ.�'I'. BUILDING PHASE THREE PHASE FI UR I I I
o F.F.= 704.50 F.F.= '704.50 F.F.= 7C-,.50 o
N / PHASE TWO N _
PROP. MAX. HEIGHT= 32 FT. F.F.= 704.50 PROP, MAX. HEIGHT= 32 FT. PROP, MAX. HEI(; -IT= 32 FT. 24'T_
- ® PROP. MAX. HEIGHT= 32 FT. I I I \ \
I _ >_ I I Z I \\
� �I W W W LLJ W W
' PHASE I PHASE II (n V) PHASE III (n (n PHA...)E IV -18'fil
I Q A
Q PHASE 4
0- fl I I \ \ STA. 18+21.07
` \ 1-B'x8'x6' TEE
J I 4' CONCRETE SIDEWALK 20' WATER I I 1-8' GATE VALVE
EASEMENT \\ 1-6' GATE VALVE
LAJ 3:i CURB I 1-6 ARE HYDRANT
d UT FIRE DEPT. CONNECTION I ASSEMBLY w/BOLLARDS
-I W/ ROLIARDS I \\
75'
0 j nn
w .0�(0 I I I (lAfllAl(-` h�CA oT I nINI(- ADF-A I r1AF)iN1rI nAT1��Ir, 1�Q�n ' AQF-A ...� I \\\
r�
I I T
PHASE I
1-8'6' TAPPING SLEEVE
& VALVE, BY FCSA
1-6' ARE HYDRANT
ASSEMBLY W/BOLLARDS
I I I zl
w IS of
QI
c� I
HkiDICAPPED ACCESS RAMP REQUIRED
AS DIRECTED BY VDOT INSPECTOR.
a a 30
1
i
IRF
Vicinity Map ( I ;2000)
25 R •*ST'D
u VDOT CG--7
0
---� 1/4": 1' MI- NI- M`
-1 1'I-
wZ
O20
LjwV
LnIL0 MATCH EXISTING PAVEMENT
0
EXISTING PAVEMENT
1 1 /2" SM 12.5
" BM 25.0
218
*MATCH EXISTING CROSS SLOPE
"CONTRACTOR SHALL ENSURE SMOOTH TRANSITION TO ST'D VDOT CG-6
WITHIN OFF-STREET PARKING AREA
SECTION THRU PROPOSED ENTRANCES
L V n V l I V V /1 I\ L r1 ' L �./ /\ V I I \ v /\ I \ L_ /\ �i LA I- v/ , Li I I I .J /\ I \ L /1 I STA. 1 8+39.07
10' \ \ 1-8' PLUG W/
THRUST BLOCK
I 01 PIPE JOINT
PAST TEE
' I \
I \\
t2 ' CO1rRACTOR TO MATCH ( \
DOUkI;E SEALED PAVEMENT
AS 5'-OWN IN PREVIOUSLY l
IV'PRUVED DETAILS.
(SEE VOTE #1, SHEET C-5)
' DRAINAGE I I \\ �,
,E, uIENT I ' i \ \\w
VARIABLE WIDTH \ \\
PHASE I / sit.,/ DRAINAGE ESMT.
-------------
------------------------ \\
__
480.60.
�-
Nrn\ L
01
N
54 0' 18 W
IRF�P_ _ 1 C SITE P1 Atu
SYMBOL COMMON NAME SCIENTIFIC NAME SIZE ® PLANTING SPACING QUANTIT
O FLOWERING PEAR PYRUS CALLERYAANA 2" CAL - 6' HIGH 20' ON CENTER 76
O HETZ JAPANESE HOLLY ILEX CRENATA "HETZI" 36" HIGH 4' ON CENTER 82
LANDSCAPE ANALYSIS
EQUIRED: 1 SHADE TREE PER EVERY 40' OF
PARKING LOT PERIMETER.
2434'/40' = 61 SHADE TREES REQUIRED
1 SHADE TREE PER 10 PARKING SPACES
AND A MINIMUM OF 5% INTERIOR SPACE.
153 SPACES/10 = 15 SHADE:: TREES
REQUIRED
1.40 ACRES x 5% = .07 ACRES INTERIOR
LANDSCAPING REQUIRED
PROVIDED: 61 SHADE TREES AROUND PARKING LOT
PERIMETER
15 SHADE TREES IN INTERIOR ISLANDS
.09 ACRES OF INTERIOR LANDSCAPING
�P OVED
l
Y'��
/a_
AT,
S.P q6_02
0 40 80 120
Scale 1 " = 40'
Approved by 1e Zoning Administrator
j
Cl
Signature
Date
Note: Site plan is vc`id
for five
years from
approval date.
1. INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED FEBRUARY 2,
Loll
161
1999, BY OTHERS.
2. BOUNDARY INFORMATION SHOWN WAS TAKEN FROM BOUNDARY SURVEY DATED MAY 21,
TRIAD ENGINEERING,
INC.
1998 13Y MARSH & LEGGE.
www.triacrig.com
3. BASE SCIFE PLAN DATA PROVIDED BY GILBERT W. CLIFFORD & ASSOCIATES.
o
4. FIRE LANE SIGNAGE AND MARKINGS REQUIRED AT ALL FIRE HYDRANTS.
5. STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTION 311, USE GROUP 8 (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996.
OTHER CODES THAT APPLY ARE CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING
AND FA',ILITIES.
6. AT A MINIMUM 5'x 5' CONCRETE STOOP TO BE PROVIDED AT ALL EGRESS DOORS.
7. THESE PLANS ARE TO SERVE AS A RECORD OF REVISION TO PREVIOUSLY APPROVED
d
PLANS:
F
TITLE: AIRPORT WAREHOUSING AT ARBOR COURT
FINAL SITE PLAN APPROVED BY FREDERICK COUNTY ON 10/20/99
1ST REVISION - SITE PLAN #27-01 (REFERENCE)
o
ENGINEERING FIRM: GILBERT W. CLIFFORD AND ASSOCIATES, INC.
CD
a
ENGINEER OF RECORD: RONALD MISLOWSKY
o
8. NO STEEP SLOPES, FLOOD PLAINS, WETLANDS, SINKHOLES, WOODLANDS OR OTHER
ENVIRONMENTAL FEATURES EXIST ON THIS SITE.
9. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND.
10. DEVELOPER SHALL FILE FORM 7460-1 WITH FFA.
11. NO OJTDOOR TRASH RECEPTACLES PROPOSED. TRASH IS TO BE TAKEN DIRECTLY TO
THE 'FREDERICK COUNTY LANDFILL BY OWNER/OPERATOR.
12. SIGN7',GF SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, SECTION
165-30, SIGNS.
Ir
13. ANY ::�jTDOOR LIGHTING INSTALLED IS TO BE DIRECTED AWAY FROM ADJOINING
,r,
PROPERTIES. NO LIGHTING IS PROPOSED.
o
14. NO OUTDOOR STORAGE PROPOSED.
o
of
15. SPECIAL INSPECTIONS SHALL APPLY TO CHAPTER 17 OF THE BOCA NATIONAL BUILDING
N
�-
N
CODE:/11396.
oN
0
1
0
1
16. MAX. �ii_.OPES ACROSS THE HC PARKING AND UNLOADING SHALL NOT EXCEED 2%.
1
0
17. SEWER SHALL HAVE CLEAN OUTS EVERY 100' PER THE IPC AND CROSS CONNECTION
a
Q
o
WHERE 'HATER AND SEWER CROSS.
U
!I
18. PARKING CALCULATIONS ARE BASED ON FUTURE FLEX -TECH DEVELOPMENT OF THE
o
o
SUBJECT PROPERTY, PER § 165-48.7 OF THE FREDERICK COUNTY ZONING ORDINANCE.
o
o
-0
o
THE PRIMARY USE, (WAREHOUSING STORAGE) CONSISTS OF 75% OF THE PROPOSED
O
V
U
BUILDING, OR 18,000 SQ. FT. THE SECONDARY USE (BUSINESS) SHALL NOT CONTAIN
,
MORE THAN 25% OF THE PROPOSED BUILDING, OR 6,000 SQ. FT.
T
ECSA CONSTRUCTION NOTES:
c
Q
Y
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
a
n
�
SHALL A?DITIONALLY MEET ALL REQUIREMENT'S OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. EXACT L(j.bIIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
AUTHORITY'S INSPECTION.
U
4. THE SAii Th; iON AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
W
WATER METERS THROUGH 2' IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE
FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME
AND CON FR TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE
Q
COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER
^
r >
BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER/CONTRACTOR'S
z
I Q r' (7 kn
RESPON5,181"TY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
Z
Z ��-
5. WHEN AN EaISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
F
Q Ld Q m
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
o' w
' 3
W d ?
0 U) Y
B. THE E1FV'EL-OPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE
/�'�//
LL..
z D 0
z .
a QQ:�0 l40
WORK BEGINS); (3) MARK THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS
Li
cr o
U C a Z
COMPLET�_1.
THE CONTR'i'TOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
W
m <
< 0 z (� G' <
W -
6.
a
7. ALL FIRE LrtS SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
a 0
0 g
RPZ BACKFLCAN PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO.
_
J « J C I
-
1048 Q;: 1017. A REMOTE READOUT IS REQUIRED.
' -•° •
J I7,
> U% " r
I
`gip
r aLi
w c7
i>��
«
WI NCI'1'9_��. + ER REGIONAL AIRPORT NOTES:
J
Z
' z. l U W
a`N
- -
u
3
N
a 0 W '
1 . %LL OlTIDOOT-. LIGHTING TO BE SHIELDED TYPE SUBJECT TO WINCHESTER REGIONAL
W
Q
p
AIRPORT AL,-THORITY APPROVAL.
w 0 I �
2. OWNER/ DEVELOPER TO SUBMIT FEDERAL AVIATION ADMINISTRATION FORM 7460-1 FOR
z z
APPROVAL_. COPY TO BE PROVIDED TO WINCHESTER REGIONAL AIRPORT.
0
W �
3. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT OF CONTROLLED
>
BURNS 24 HOURS IN ADVANCE.
Q
D
4. ALL CRANES TO HAVE AVIATION OBSTRUCTION FLAGS AND LIGHTS. CRANES TO BE
LOWERED AT NIGHT.
ICY_
'
5. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT 24 HOURS PRIOR TO
F-
BEGINNING CONSTRUCTION.
SEEDING REQUIREMENTS:
PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL
RECEIVE A MIN. 61N. TOPSOIL AND BE SEEDED AS FOLLOWS;
200 LBS. TALL FESCUE PER ACRE
12 LBS. ANNUAL RYE PER ACRE
400 LBS. 10-20-10 FERTILIZER PER ACRE
AGRICULTURAL LIMESTONE SUFFICIENT TO BRING PH TO WITHIN 6.5--7.
2 TONS STRAW MULCH PER ACRE
PERMANENT SEEDING WILL OCCUR AS THE FINAL PHASE OF
CONSTRUCTION.
TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED
FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS
FOLLOWS:
60 LBS GERMAN MILLET PER ACRE (MAY THROUGH SEPTEMBER)
60 LBS ANNUAL RYE PER ACRE (OCTOBER THROUGH APRIL)
400 LBS. 10-20-10 FERTILIZER PER ACRE
AGRICULTURAL LIMESTONE SUFFICIENT TO BRING PH TO WITHIN 6.5-7.0
2 TONS STRAW MULCH PER ACRE
SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO
PROVIDE GRASS EMERGENCE.
SITE STATISTICS
PROJECT SUMMARY:
MAGISTERIAL DISTRICT........................................................SHAWNEE
TAX IDENTIFICATION NUMBER............................................64-A-801
TOTAL PARCEL AREA.................................................7.8880 ACRES
CURRENT ZONING.....................................................................M-1
ADDRESS..................321 ARBOR COURT, WINCHESTER, VA 22602
CURRENT USE..............................................UNDER CONSTRUCTION
PROPOSED USE..........................................................WAREHOUSING
EXISTING LOT AREA....................................................7.8880 ACRES
DEVELOPED LOT AREA.....................................................7.5 ACRES
SETBACKS: REQUIRED PROVIDED
FRONT (CORNERSIDE) 75' (75') 75.00' & 93.00'
SIDE 25' 69.14'
REAR 25149.77'
MAXIMUM M-1 BUILDING HEIGHT: 60'
PROPOSED FLOOR AREA
PHASE ONE....................................................24,000 SQ. FT.
PHASE TWO....................................................24,000 SQ. FT.
PHASE THREE.................................................24,000 SQ. FT.
PHASE FOUR..................................................24,000 SQ. FT.
TOTAL BUILDING..............................................96,000 SQ. FT,
EXISTING TOTAL LOT AREA......................................7.8880 ACRES
LOT AREA DISTURBED................................................7.50 ACRES
FAR. ALLOWED.................................................................1.0
FAR. PROVIDED................................................................279
MAXIMUM BUILDING HEIGHT.................................................60'
PROPOSED BUILDING HEIGHT...... I
EMPLOYEE PARKING
PA61SIIiQ REQUIRED (PER PHASE);
-WAREHOUSING: (1 PER EMPLOYEE) x 4 EMPLOYEES = 4 SPACES
_ME; 0 PER 250 SQ, FT.) x WW SQ, FT. = 24 SPACES
_ TOTK. SPACES REQUIRED FOR EACH PHASE = 28
PHASE 1 PHASE 2 PHASE 3 PHASE 4
TOTAL !M TOTAL TOTAL TOTAL TOTAL TOTAL TONAL
REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED
TOTAL P I�i 2AM Zb Z1 N Z2 54 M 1_12 1.�
IIAL-S ANDAR 2AM PROVIDED (FOR ALL 4 PHASES) =14�
TOTAL HANDICAP SPACES PROVIDED (FOR ALL 4 PHASES) = 8
in. EMPLOYEE SPACES PROVIDED (FOR ALL 4 PHASES) = 153
EOAPiNG SPACES
LOADING SPACES REQUIRED (I PER 40.000 PROVIDED
96,000/40,000 = 2_4 4
,C,,LT1
UDENNIE D. DUNLAP I1I�-
No. 035809
9 A. A
�SIpNAL.
PROFESSIONAL SEAL
0
Z
Z
�
�
CL
=
O
W
w
�.
Q
ilk
0
m
cr_
Q
W
p
Vi
CL
'Q
w
W
Q
W
Drawing
Number:
C_ 1
OWNER / DEVELOPER:
MR. HARRY HILL
201 MOUNTAIN ROAD Y 1) 2 24
FRONT ROYAL, VA 2.2630
M 64 l(A)) P(I i U,J
5C PH: (540) 636-6576
�,.
ZONED: M -I
t�f,'( ifvIA ,a IJ`'S' 1I L)U_)1 0�
- -
I P FLANGE H0L:'( Cs"v
L..
E="{E I4 YLaH'IT
OF ti
_.-_.
':.�
.�. S . c..X a :.
r
I..
,N y, �'• 1°si `^ �`
iN�. Uti1
I t� (UNPO"`ED SPEED LIMII�
�' .,,... ..._-... ... .__._._.., ae i :�� ., ,...' • � •'�..w.-..w ..... �... .,... .. . wyv�..�.�. ..,.«..... .....,�...wM..we....�e.._.. .... .......�,.......� �.....«..... _.. ................... .,_.....a... -roil.-..... ..... ..«.. .. .. rA4 �tP"
PAi, ( 1
` �� Ia � ...,� ��}hU� \ ��::. '.''. �MM,^� "'."-•...�+^ "'� _.-.._. ._- _ ._. P' �iV Va. y,^1...! j 1�{, l ._,..
A,,., S,a , PROVIDE fC=fi
F. GW dh p�p
I ,--_
TO
FES #4
i t {Ell a%ONWEALTH *, -
OF ,MRGINI� -
BY .D.03. - - - = C= '1 = 0 5
t_z. uvelrle J.1 ; it.ctrn ar,a r -:% T/C A 056
�/ FES INV 700 00 W 6�
T ,. _,,,. ' - <,1,, .��y4� __....
r .. i,In 7Qt72 703.0 �. __..._
I,el �(t!nntic l�.I�;p11�aE1� I '� �„ �' .�.� _ , ,.. , T/
1 '
5 DRAINA
I INL
_. _.
}�
U 'v ,. MOH �
1,SE
03.80
1 SI 'k1 ; ' ��` � � I ;�: I I T/C_ T/C= 704.13
I 141[01 T/C 03.14 70 .5 I
19 it I a•y I s r" 1 702.73 702.72
24 C/0 C/0
1 1 5
I
704.341 70 .3'i a
TIS
T703.84
/C=
703.3. 6i' C/o C/0 C/o C/o
J I -1 1-
j -�aEC t TEL 1 t1Fc #2 #3 #4 #6
11, usc,
25' DRAINAGE
EASEMENT
i +
i. M 64
8 f ,c 24,000 SQ.FT. BUILDING 24,000 SQ.FT. BUILDING 24,000 SQ.FT. BUILDII
` F. `L I` '' 'I PHASE ONE PHASE THREE PHASE FOUR
�I
ONE D_ �; ' ' „ :� ' I 24,000 SQ.FI'. BUILDING
i
1
it
it
I�<
u
106 r
iw,,,
LL4,
1Y
� yv
LLJ
c.X
MaktvlitJ, �
ii
"'
lad
!IJ6 61
,I
O
NV
A"69'.)1(
�I
iZ eh i
INV.
()Lli=69;i,f:ii
W
DENNISr I it INN Oc
1S INI_lUSI
CONIJD) M- _ 1
E&S LEGEND
N0.] TITLE KEY
SYMBOL
3.02 CECNOMNRPOANCE I NONE CE
F07 STORM DRAIN
INLET PION I P
3(1 SOIL STABILIZATION
BLANKETS dt MATTING O
F
+��
RFCD \
SANITARY SEWER SCHEDULE
SIZE
LENGTH
SLOPE
FROM
TO
TYPE
(in.)
(ft.)
W
EXIST.
M/H
M/H #1
PVC
SDR 35
8"
70.74
0.65
M/H #1
C/O #1
PVC
SDR 21
4„
85.00
3.06
C/ O 1
#
C O 2
/ #
PVC
SDR 21
4„
56.47
3.06
M/H #1
C/O #3
PVC
SDR 21
4"
65.44
6.62
M/H #1
C/0 #4
PVC SDR 21
4"
65.36
6.62
M/H #1
C/0 #5
PVC
SDR 21
4„
85,00
3.08
C/0 #5
C/0 #6
SDR 21
4„
55.50
3.08
STR
TYPE
TOP
/M/Eh'T
#1
Dl-7
698.00
693.0j
#z
Dl -1
700.00
69725
KY.= '1U4.0tukj o �
?OP. W. HEIGaIff= 32 FT. N 24' - F_ I \
RFCp I
107:[ I \ \
PHA` E IV00
18�. � I \`
� \
S I \ \\
/ \
50 700.50 1� I
I \
I \
I \\
I
T P=
T S= 698.12 I cn \
9.84 I \
s 8P= / VARIABLE WIDTH \ \\
C/ DRAI D NAGE ESMT.
-- - - - - - - - - - - -
-696
694 -D i \`
-
_ SF
PROVIDE: EC-1
FES # 1 CLASS Al RIP RAP
INV.=692.75 La= 4'
PROVIDE PERMANENT LEVEL SPREADER
NOTE:
CONTRACTOR SHALL PROVIDE POSITIe';= SLOPE
FROM BASIN OUTLET PIPE TO EXISTING
ES-1 ON ADJACENT PROPERTY (DEARING
BEVERAGE). INVERT OF EXISTING Eta-1
IS 692.24(f).
40 0 40 80 120
Scale 1 " _ 40)
SANITARY MANHOLE SCHEDULE
M/H #
M/H TYPE
TOP
INVERT
EXIST. M/H
STANDARD
702.24
692.64(in)
692.44(out)
M/H #1
STANDARD
703.00
693.67 (4")")
693.00 8
C/0 # 1
STANDARD
703.68
696.27
C/O #2
STANDARD
704.45
698.00
C/O #3
STANDARD
704.45
698.00
C/O #4
STANDARD
704.45
698.00
C/O #5
STANDARD
703.68
696.29
C/O #6
STANDARD
704.45
698.00
� IUIYM �t W�f� �L�h�UUL�
SIZE
L_ ENG H
SL OPF
FROM
TO
TYPE
F.E.S. #1
STR #1
CUP
18"
50.00
0.50
F.E.S. J2
STR jf2
Rc P/
CL
1B"
790.00
0.70
STR 12
F. L: S. #3
�t P/
15"
117. 00
1.50
f:E.S. #4
F.E.S. 15
C� P/
15"
65.00
1.00
NOTES-
1. REFER TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES,
DATED 02/24/99, AND APPROVED ON 10/20/99 (SITE PLAN #15-99)
FOR STORM -WATER MANAGEMENT BASIN, UTILITY, AND PAVEMENT DETAILS.
2. REFER"
TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES
(SEE NOTE #1 ABOVE) FOR EROSION AND SEDIMENT CONTROL
NARRATIVE AND STANDARDS.
CHANNEL INSTALLATION
C:\ENG\CHANNEL.DWG
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS.
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A B' DEEP X B' WADE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLAW ON BOTTOM OF CHANNEL
4. PLACE BLANKETS END OVER END (SHINGLE STYLE)) WRH A 8' OVERLAP. USE A DOUBLE ROW Or
STAGGERED STAPLES 4' APART TO SECURE BLANI�15.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN B' DEEP X B' WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
S. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED a OVER THE CENTER BLANKET AND STAPLED
(2- FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLAT IS RECOMMENDED AT 30 TO 40 FOOT
Ni'ERVALS. USE A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A
SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGERED PATTERN.
B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 8• DEEP X 8' WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
1480 HIGHWAY 41 NORTH, EVANSVILLE. IND" 47711
LISA 1-500-772-2040 CANADA 1-000-448-2040
NORTH
AMERICAN
GREEN
MRI
L
TRIAD ENGINEERING, INC.
0
E
C U
O �
r C
U
� o
i U
0
a
0
w
of
to
In
0
0
I
N
N
N
0
0
0
0
U
N
t\
0
0
C
O
d
U
II
-
r
0
0
'-
�;
v
°
o
0
U
U0
�
T
0
v
o
Q
Q
C
0
m
ct�
p
U
U
ZW
U
W Q
vz
7.
U<U) �M
Z
?t-
QwZ m4
� W
w 2 1.- 0
W
�Z>
•Q0D0,(1)
z�U)
-
O1Q"
W
ozz
V,0w
ra
0>0
ZZU�II
W W
Ey
°g
Z<�
•Z"-
s�
V
>�.�QI-°Q
�^'/
�../
Paz
w
5Z00 jI>�'
QILU�U t`
�cD
W
3m
JwU)
d0w`0
a
.00 Io
O�U Uu�
V,
Z Z
,
W
w
Q
>
D
UDENNIE D. DUNLAP III>
No. 035809
�o
�SIOXAL
PROFESSIONAL SEAL
LVI
r
V / Q.
0=)
_ 0
w 0
cy-
Q 0
m
F
C Q
0
CL Q
Ix
C_ 0
W
M
Drawing
Number:
C-2
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8'x3/4" or 3/4"
18 in. Dia.
Non -Traffic
M320-PW
Traffic
A32HH - T
1"
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
varies as required
corporation
stop 3'stone bedding
18 21"
surrounding box
T1_
1" 36' min.
45° 8"`min.
L
type K copper
tubing, corltinuous
without joints from
water man main to meter
treated 2"x 4" with
top 6" painted blue
meter cover
set 2' above
fin. grade prior
to sodding
18"
meter by F.C.S.A_
meter
box
angle
check valve
with
drain valve
`angle yoke
ball valve
Ll
\ 2 ft.
` 8" stone bedding
METER SETTING PARTS
line
size
meter
size
Yoke
- le yoke
bait valve
angle check
valve
expansion
wheel
1"
5/8"x3/4"
Y502
BA94-224W
HHCA91-323-TV
& C84-04
EC-23
1'
3/4'
Y503
BA91-323W &
C84-34
HHCA91-323-TV
& C8434
EC 23
1'
Y504
BA94444W
HHCAS4-444-TV
ECG
T
1
INSTALLATION NOTES:
1. Exact location of meter box assembly "'
to be approved prior to installation.
2. Water service crossing street shall be
encased in 3' dia. SCH40 PVC or M
SDR21 piping. The piping shall run from
one foot beyond sidewalk, across the
Wool, to one foot beyond sidewalk.
curb & gutter
Street
Lkof
sidewalk
1° type
copper co
Z Z
1" X 1"TEE (T444-444)
DUAL METER INSTALLATION
5/8'x3/4", 3/4' & V METER INSTALLATION
Figure 5
8" VDOT
21-B STONE
\\-SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
i DENSITY.
I
TYPICAL COAT & SEAL PAVEMENT DETAIL
FOR INTERIOR ROADS & PARKING AREAS
NOT TO SCALE
R
I
I
cleanout pipe
SDR 35
gasketed bell wye
sanitary (see note),
sewer main SDR 21
-
cast Iron cleanout cap with brass plug
having a countersunk square head
Panella Model PA4SV-CSK (41
Panella Model PASSV-CSK (6")
square concrete skid pad
20"x 20"x 12" deep
4" stone
—SDR 21
SDR 35 spigot by
— SDR 21 gesketed
bell adapter
SDR 35 spigot by
gasketed bell 46'
bend (see note)
G stone beddin
9
NOTE: 1.Where length of service lateral to exceeds
75' a cleanout assembly shall be furnished at
the property line.
2. It top of sewer main is greater than 15,
then wy , and bend to be heavy wall SDR35.
SEWER CLEANOUT
Figure 17
thrust
block
161
" dia. schedule 40 steel
ripe filled with concrete
and painted yellow
It
18" dia. I
concrete
encasement j
F
BOLLARD DETAIL
direction of setting to be approved prior to installation
top of manhole at grade in pavement areas unless otherwise directed
1" X 1"TEE (T444-444)
DUAL METER INSTALLATION
5/8'x3/4", 3/4' & V METER INSTALLATION
Figure 5
8" VDOT
21-B STONE
\\-SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
i DENSITY.
I
TYPICAL COAT & SEAL PAVEMENT DETAIL
FOR INTERIOR ROADS & PARKING AREAS
NOT TO SCALE
R
I
I
cleanout pipe
SDR 35
gasketed bell wye
sanitary (see note),
sewer main SDR 21
-
cast Iron cleanout cap with brass plug
having a countersunk square head
Panella Model PA4SV-CSK (41
Panella Model PASSV-CSK (6")
square concrete skid pad
20"x 20"x 12" deep
4" stone
—SDR 21
SDR 35 spigot by
— SDR 21 gesketed
bell adapter
SDR 35 spigot by
gasketed bell 46'
bend (see note)
G stone beddin
9
NOTE: 1.Where length of service lateral to exceeds
75' a cleanout assembly shall be furnished at
the property line.
2. It top of sewer main is greater than 15,
then wy , and bend to be heavy wall SDR35.
SEWER CLEANOUT
Figure 17
thrust
block
161
" dia. schedule 40 steel
ripe filled with concrete
and painted yellow
It
18" dia. I
concrete
encasement j
F
BOLLARD DETAIL
direction of setting to be approved prior to installation
top of manhole at grade in pavement areas unless otherwise directed
(top shall be set 24"
min. above grade in easement areas)
square skid pad 6" thick—
L_A
wrap around heat shrinkable
sheet [WrapidSeal by CANLISA]
y
),
°
4 bolts (3/4' dia.)
•
35" max.
°
fi
adjustment rings (11' max.)
a
concrete ASTMC-150
4000 psl
12 or 16' (typ.)
k pioneer 301 mastic applied
between joints and on
°
•
exterior side of joints
LJ joints are to be
sealed with '0" ring
gasket
as required -concrete pad V-6' sq. x 6" deep variable
2' min. - 6' max. I.D. pipe to manhole
connection to be
by flexible sleeve
px
r evert channel to provide a I T-0" min.
4" stone smooth transition in to
out, for all connections 2'-0" max. 4'-0" max.
screw type
adjustableIto of
valve box grout bottom of P
stone to be minimum 1 '`;i r bench -wall same
manhole to form etev. as to of
aboveof 6" above top of _ P
1 locator marker channel pipe
stoneagalugs
6" bedding stone �t� rra x�yy e a r a
4, "f i'' d '•r'v.•:'a"',"'u"vr�a v`Y'x 1.i .'L yy
mechanical NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation.
'W:•.;.;.r
joint swivel tee 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
*; with 6" branch bitumastic water proofing.
3. Final slope adjustment of manhole frame may be by shims and non -shrink grout.
\- 4. Skid pad to be placed around manholes located in shoulders of roads.
.h 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations.
FIRE HYDRANT ASSEMBLY STANDARD MANHOLE
Figure 9 Figure 12
EXIST.
MH
rMH
710
710
705
705
700
700
695
II
695
70.141•._F
8"
SLUR 35
PVC
00.65%
690
690
N
0 CT
J O
Z Z
Z
J I
O
O W
685
a +
o �
o �'
685
= O =
W
LiJ O
U Z
�
0
Q (0
:2 h
cD
to
> W
tD N
Z �Z fs]
X O
Z
X OwOOr7
I
Q
68Q
V) ("too o
w
ff V)
Of FU)
In
W
II
680
�0�0C) 0
W
¢ W
[f II
W
cn II 0~
x �Z Z�
I
0
I WCL
O
�O >
Z Z
X
W
WFr`__a-
ai
�I
675
0
N
°
r-
675
+ 1 +oQ 11+00
8" SANITARY MAIN EXTENSION
PROFILE FROM EXIST. MH TO PROP. MH
SCALES: HOR. 1 " = 40'
VER. 1 " = 5'
715
I
I
I
I
I
I
I
I
715
710
I
i
710
EXISTING
GRADE
PROPOSED
GRADE
MAINTAIN-
...
_
MIN,; 36"
EXISTING
PROPOSED
705
COVER
GRADE
GRADE
705
apip roximat
I
— —
—
hccat`14p of
----�-
700
eg"
existing,700
watr main
_
--_
I
I�
......... _
PR0P0 . ED S
SDR 2 PVC
...
WATER_LINE
'-
r
!'R(7FCSED 8"
SDR 21 PVC
T
A ER LINE
695
W
~ W
695
W U1 _.-
W
_
W Ln
I
W W
I
_ (n
F_<
690
LIJ
W
wQ
J Q.__..
W J
wa
_
__
>W
W < Q
wQ
I
z
z
»�,
aQQ
��
690
i-
co
> Q
H =
>
cD jw-
>
}
> >
1w Fw-
>-
V)
_ __;'
N
cD 1W- _
In
X
LC
X
000
WQ
L,
ILL.
00
Q_
eLi
WZ
a
0-
CIDV)
_
fD (D
X.
W
Q'�
n Q
U)
-cc) (D
cn Q
00685
cQQ
°° `°
_
`°
°C
_Q
685
00
to
o
_ _.
can I.
LO
00
N
d�
c�v
�'
�0
0 0
680
_
Q
00 -
_ - - _
__ _
_..._
-
m _
_
_ _
(D
.-
N
fs m
680
9+00 10+00 1 1 +00 12+00 13+100 14+00 15+00 1 6+00 17+00 18+00
819 WATER MAIN EXTENSION
PROFILE STA. 10+00 thru 18+39.07
SCALES: HOR. 1 " = 40'
VER. 1 " = 5'
�L:ql
TRIAD ENGINEERING, INC.
HARRISONBURG. VIRGINIA
CN
O
0
CN
00
I
r
O
p
I�
C7
O
Ili
O
I
V
OC
C7
U
Ln
to
O
I
N
O
I
O
O
U
0
C
3
a1
to
_n
n
�
Q
�
c
rn
O
Q
c
o
O
o
o
y
U
V)
a�
p
U
U
I
Z
W
—
D
U Q
w >
0
z
�Q ' ��
Ozz
Z�
QwIns
Z
ZUONOMo
O0�Z
W
o�
�Ir
O
Z
wU) 7wQ
`U'ci2
.
g
Z
/T1
`J
-
�Q
~0
>C7QI-pQ..
UZO('�>o
•Z
Z�
ZU�
Z
QJ�Uwrn
(P � nl
W
3m
J
a
aLdZ Ne.
oo
f�WO Oud1
Z; Z
0
} 3
w
Q
O
/'—
LL
LTH OA,�
v DENNIE D. DUNLAP III9
No. 035809
�SfONAL E��'ti
PROFESSIONAL SEAL
M
ZJ
Q
Q
Z
O
H
(
W
0
_
w
0
V
J
aix
LL.Z
00
m
W
a.
V
O
CL
Q
V
Drawing
Number:
C-3