HomeMy WebLinkAbout004-98 Pack-It Inn Mini-warehouse Storage Facility - Stonewall - Backfilea3
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�Lh.A14 1_ EXISTING INTERMEDIATE CONTOUR 33 SCALE 1 0 03 2,000' Ln
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of co
EXISTING INDEX CONTOUR 330 CIA
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion Q) 0 0c,1-1,
PROPOSED CONTOUR 40 C - (C
and Sediment Control Regulations and any other state, federal, or local regulations C) C
I M E5,� E! t-i Co Q0
EX E/P L-Li _J
P F- 1 4 Cr
2. Measures to control erosion and siltation, incrn
luding detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT F 0
must be provided prior to issuance of the silte development permit. The approval of these plans in no way Q C\J
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion plans, the most stringent shall govern. PROP E/P
PROPOSED EDGE OF PAVEMENT
EX C&G \01 Q) Q)
V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER C 0
Control Handbook.
40 0 Id-
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. = Ln
PROP C&G -C a-
(VIDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER \N I N H 115- e7- -T e VF- Q) X
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, A'. <
CG-6- CC-6R
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R .... ...... A,
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required under State low. Furthermore, all traffic control flaggers must be certified in accordance with VIDOT's (4 V I L0
EXISTING TELEPHONE LINE T > A.'
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest editiion of) Road & Bridge Specifications, Section 104.04-C, Q) >-.
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE >
Al
(VIDOT) to determine if and where guard rail and of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP 3
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER 17
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times. EXISTING SANITARY SEWER
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V6. If required by the local VDOT- Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER L 1�<
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic < C\1 >
Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the 0 > < -- 0
P > Cif a� E
contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE COVER SHEET SHEET 1 00 a-
8, All unsuitable material shall be removed from the construction limits of the roadway before placing mo of [,- a -
PROPOSED ELECTRIC SERVICE R P SITE PLAN SHEET 2 U-) Q_ <
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for � a- C)
PROFILES AND DETAILS SHEET 3 < ,
any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE cl� -
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less LANDSCAPING AND SHEET 4 CL 0 U_ <
inspection. 0 C) > bi
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G EROSION PLAN I -
PROPOSED
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE < < 0
on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance > CD 0� _2
in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. Z Z :�E a- 0
FLOW LINE
EL
< 0 < LL_ 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to otherr properties affected by this project shall be maintained J t�, 'J 0 _J
be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FIENCELINE > 0� < a- C0
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE PARCEL IDENTIFICATION NO. 54 7 14 0 0 LU <
V9. Contractor shall ensure adequate drainage is achieved and maintained or the site during STREET ADDRE55- lt,150DEN DRIVE Z 1- Cn W
and at the end of construction. EXISTING TELEPHONE POLE
one litter receptacle shall be provided at the construction site. Z 6 0 Li >_
NJ >_ 0
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to TOTAL ARE -.A., '3.6 ACRES
w T 7-7 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE PROJECT AREA: 4 ACRES 1_� " A d,(,l i
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w W T w DISTURBED AREA- 8 ACRES
condition at all times. CURRENT ZONING: M-1
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT CURRENT U6E; VACANT 0 2- -7
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED ZCNING, M-I
sheets, and connections to existing lines vicinity until an adequate design can be determined by the engineer and ipproved by VDOT. EXISTING WATER VALVE w e w PROPOSED U5E, BUS TERMINAL Z
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER (D Prov'd I
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w 15L.111-C)ING SETBACKS: FRONT (IME30DEN)- IE�l 110'ro-71 Z
SIDES: 2 572 5' 60,1347121,23' 0
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER w REAR- 25' 332.10' (FULL SCREEN BUFFER) -
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V1 3. All roadway fill, base, subsurface material and backfill of utility/storm sever tren-ch•es shall -15, 355.161
be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN FRONT (1-01):
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing W
W LA:
utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture fcr the full width HANDICAP RAMP (CG-12) I CL N
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT Prov'd U3 L-
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as require) in the VDOT CG-12 AND�OR JURISDICTIONAL a.
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD AMP CONSTRUCTION PARKING 5ET542�5: FRONT (IME30DEN), 25' 255' 0 0final VDOT approval. PARKING INDICATOR SIDES- 51/5, 5,50'/03,12' W ktj
18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES REAR, 5'10(0,111 (FULL SCREEN BUFFER)
must be provided to Frederick County Sanitation Authority prior to issuance of grading and,'or site FRONT (1-01): 25' 203,00'
development permits. V14. VDOT Standard CID and UID underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector. TEST PIT LOCATION
19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDINGHEIG! !rl: ALLOWED- (oO' PROPOSED 20' 00
project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street fight-011- Way
shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING OUTDOOR LIGHTIMG: PLACED ON BUILDING (SEE DETAIL SHEET 3)
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected I <
in accordance with state law. In the event gravesites are discovered during construction, I.-i-e owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 OUTDOOR 6T2R_A<'.F�: NO OUTDOOR STORAGE 16 PROPOSED
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. PROPOSED BUILDING ENTRANCE
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V1 7. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VIDOT's discretion, by VDOT on an
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN +
professional engineer and results submitted to Frederick County prior to pavement construction. If a F.A.R. CALCULATIONS PARKING CALCULATIONS
geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating APP'L_ - VPe--T H0765 SANITARY MANHOLE INDENTIFIER 12 l(o,200 5F / e.0 acres = 0.03a Required Office I per 25O sf
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Maintenance (Shop I per employee
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines en) THE 5WM RIND \N(L_L 5C- tAA IN_rA INEC) B-( THE ,;, kA/ N E r--,- A m r,> -THE STORM DRAIN STRUCTURE IDENTIFIER
18
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. VIF?C-IHIA DC -PT OF 7IzAt4-7F-6?-TATI,:5>t4 WILL NOT ibE LIABLE For --ENVIRONMENTAL
= 3000 sF = 12 spaces
ENVIRONMENTAL FEATURES Maintenance Shop , 3 emp, = 3 spaces 14
ANC( I_4A776125 F2-ELA7ffD to THIS
6) THE OUTLETcll=- -THE 1?cNr,> POE-:; HOT NEGATIVELYIMPACTTHE EASEMENT LINE EXISTING (t
Water/Sewer: Frederick County Sanitation Authority STbP-M C)FLA(HAGE 5-(STEM WITHIN THE \IP07 FLI&HT OF WA--r CENTERLINE FEATURE ACREAGE Required spaces = 15 In.
P.O. Box 1877 12.0 FLOODPLAIN6 0 Provided spares 3 ro
Winchester, VA. 22604 THE FUTUP-a WIDENING of INTERSTATE F-ou7E e>l MAY AFF156,71 EXISTING SPOT ELEVATION co
LAKES 4 PONDS 0 Handicap Parking
(540) 868-1061 THIS L-07 AND 7HE L.06A71c--')t4 e2F THE P-E!GIONAL- POND. +
e3 THE�,-ONTF-Ae-TOF2- WILL TAKE::�AF2-6 t�AO_r 70 W1,7UF2-B ANC LAND PROPOSED SPOT ELEVATION 12 WETLANDS fEIAG 0 1 per 25 spaces
2 van Accessible
Phone: Bell -Atlantic WI -THIN THE IF4-TIffF-5TATe RIGHT OF WAY. EXISTING TREE DRIP LINE SINKHOLES 0 Handicap Spaces Provided
P.O. Box 17398 NATURAL S.W. 0 Q)
Baltimore, MID 21297 DETENTION AREAS Q) Y)
(301) 954-6282 EXISTING TREE 15" OAK 15" PINE STEEP SLOPES 0 Loading Spaces 0
MISS UTILITY 1-800-257-7777 1 per 40,00-0 sF required U) Q)
Power: Allegheny Power OAK fE15io Roll up doors in Shop area will suffice 0 !:11
P.O. Box 1458 PROPOSED TREE WOODLANDS 0 4_1 a5 Q)
Hagerstown, MID 21741 >
1-800-654-3317 0
Q)
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Gas: Shenandoah Gas Co. (t 7�
(1)
P.O. Box 2400 M I
Winchester, VA 22604
(540) 869-1111
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D A, H OF 0
(SOURCE ITE TRIP GENERATION 6th EDITION) 'i7-
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL USE VP D
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. o WA
MARK D. SMITH Project Name: Project Number:
2 1 V
THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
030 TRUCK TERMINAL 81.90 TRIPS PER ACRE 81.90 X 4 ACRES 327.60 1.0 No.022837
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 10- Schrock Bus Terminal 2131
AUTHORITY'S INSPECTOR.
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER �sSIODate of Plan: (Month, Day, Year)
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY Magisterial District:
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Stonewall District 4/3/98
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE 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 Owner: Address, Including Zip Code & Telephone No.
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE 621 Atwell Avenue
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Larry and Dorothy Ann Schrock Winchester, VA 22601 DATE: 4/3/98
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540) 678-2871
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANCE Developer: Address, Including Zip Code & Telephone No. SCALE: N/A
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY same
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO DESIGNED BY: MIDS
8. A DOUBLE CHECK VALVE BACKFILOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION.
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. Engineer Certifying Plan: Address, Including Zip Code &Telephone No. 151 Windy Hill Lane JOB NO. 2131
IF THE ASSEMBLY 'S Mr)JNTFD INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF A-
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Elevation 7M 6
INVERT =7&6 ' 30' OF 24" CMP ® 1%
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DATE: 4/6/98
SCALE: 1 " = 4C'
DESIGNED BY: JR
JOB NO. 2131
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_
i
type K copper
/
11
tubing, continuous
water
without pints from
main to meter
2 ft.
dTl4
main
fi
stole
bedding
METER S
NG PARTS
line
size
meter
size
ongqlp_.yoAt..
boll voiw
_urpls
voM
xpansion
wheal
3/4-
5/lrx3/f
Y502
8A9
-223W
HHCA94-323TD-G
EC-23
1'
3/4•
Y504
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-344W
HW-494-323TD-C
EC-23
1'
1'
Y504
BA9
-444W
HHCA94-444TD-
EC-4
transition to meter
Setting as required
street
.. o
i
M 1
to bock o1
INSTALLATION NOTES: sidewalk
1. Exact location of irrotor box Wsa
to be approved prior to installation.
1•
2. Water service trots street shall be Y (� '- I
encased in Z' dio. SCH40 PVC or M ° °
s topper s
SDR21 piping. The 'ping shall run from 3/4• K v i
„
one foot beyond Sillewolk, across the top per for
street, to one foot beyond sidewalk. Single meter
1'x3/4• wye
Installation
L-- - - - -- --41IM1ETER 4NSTON
5/8", 3/4" & 1- METER INSTALLATION
Figure 5
AMENDMENT NO 2 - APRIL 1997
1
It cW Mon ol*W cap with brass plug 4 I
having a 6ourtersurlk square head
Pansaa Model PA4SV-CSK (4")
Pone4 Model PASSV-CSK (61 .I!'
4Kl grade
'i
square concrete skid p ad
20 'x 20'x 12' doep Ijjlll
aggregate bees II.III
dearxxA po
�.;.
I.11
BDR 21
band
• i�UiSi��i? 1 . •S�E� ti ` •i�i�i�♦. � I
6' Hone bedding
NOTE :Where brTgth service lateral b ex s 7S
a cleanout assembly shall be lutnishad i I the
property Ira.
WER CLEANOUT
Figure 17
min..
-valve magalug
to main
mWkK
B'x 8"x 16' solid
for velves 12' land )
GATE ALVE
8
ADA St'd "Handicap arking Only"
4 n Accaeelble" 61nes
6 Conc Curb Exposed
n Age,1
Ramp
MA) Y `Max ..- Concrete J!
UJa Ik s
b' 5'
"—Curb CCs-6 Window 2
Pre eat
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N.C. Painted
Symbol
ELEVATION I I4andloap
ace
R 35 spigot SDF
35 Spigot by
)asketed SDF
21 ga,sketed
1
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hilliow bcafor peg-
1 2
•
t
I'III n r�illlll ,
nill'II'III II t
3' minimum
jSCH
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I
solvent
SDR 35 1114'
SDR 21 gasketed
weld cap
gasketed bell Wye
pipe and finings
I
lira
18"
I
36' min.
cover
ui1 i1'
I)L:p IIIliIIW.. :. H
II'.I r'
I, Ili
piss, I pal i I
treated x 4' with
'lit 'I I
top 8' po Wiled green
" II" —
4- Pipe at 2.00%
II
minimum grade
GRAVITY SEWER SERVICE LATERAL
Figure 15
TYPICAL 44ANDIC P SPACE
AND RAMP D TAIL
CO)
dia. schedule 40 3'
• . t' eel Peas Sod and
r
---
r •• O -L 6' O
te"6a.
aorlerobs
oortcrste � �
&frost bIn
direction ci seining to be approved p�10 Installation
SEMI ' e pod 1'4' aq x 6'op
' r mkt •6'mix I
,Grew type
etlRlsbabb
atone Hone to be minimum ; valve bar
Ea 6- top of .bass
� locator Ing
sass •f � �: �,. �.. ,, �( •
•� • S A• • • ' � •� a {$ .� •j{�{�{{{fir {�{�±)/Z`ri {' {'.t. C�. �� •'
;�. ,.
�••• r t •' C arlechanical'
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±: ±: 6' branch I
HYDRANTFIRE
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CTION
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SEDI ENT BA IN SCHIFMATIC —4 •jLt.9TI_. 71101AG _ALL Go. EV-5
ELEV TIONS .► p ;&mrewp -}& we SHer ri6pep
CREST OF EMERGENY WI H IL.AT61. II W6Lr17 r0PlHT9 IuKGN cesruc•H AWaI
DSPILLWAY G b74fL rL.�H i.
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(25 --YY R. S ORM ELEV.) '
os------- -------- 8"ic •�( l/4" �sTB E
MIN. 1.0 /L.al i9 TI IC EG a 1 V E I 'I�IIa TS 3 • 1 / 4-' x V'ZO x
RISER CREST ' . IT" HtMGyS I GATG rOfT (t5
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DRY' STORAGE .. DENA (�
I all ri Ta,-rrI
67 C.Y./ AC i-I
" WET ' STORAGE •,,.+.�•r,.,R..r I I r/) -I •'-I
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-. W,�I•T-.flMl^f✓f4 �' _ cd r ran U •�
SEDIMENT CLEANOJT POINT D I (it% frTlr . GOL•IJ N I I I I • j�
(' WET - STORAG REDUCED dA�E I l TO 34 C.Y./ RE) Q) +1
Cr CA F Q V
Q �
DESIGN ELEVATIONS WIT l lino^ G o" I b O
EMERGEN Y SPILLWAY I I _I,ZtE l I cl3
1� O
— -- --- -- — - - —�-
M
DESIGN IGH WATER -� f� N x
(25-YR. STORM ELEV.) MIN. 2.0 >� ���111 Q) rr
H U
0.6' l T
MIN. .0' 4-1
IN. 1.01 ViJ L PV ;Z GATE D E TA I L.I o
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67 C.Y./ AC. \\\ - O
DEWRING
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DEVI E r ,• l'
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SEDIMENT CLEANOUr POINT ` t•� '�
DESIGN ELIry
E ATIONS WITHOUTDr, U
(RISER PASSES 25-YR. EVENT) "
4� ALL MAT IAL
•-ro eie — — — — — — — +- — — —
TPt•C_,AT C A—
c: Va. DSWC Plate 14-2 — I_U"13e
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5(- r->0G-w00D AND P-EP 5UD T2-EE5
Schrock Bus Terminal
Erosion and Sediment Control
Narrative
PPr jest Description
The site is located in the Baker Lane Industrial Park at the end of Imboden Drive.The
purpose of this project is for the construction of a bus terminal for Greyhound and private
charter trips. This narrative will be for the building, proposed entrances, and parking area.
Existing Site Conditions
The site currently is an open field. There are no ponds, wetlands, or forests. There is an
existing drainage easement on the northern and southern edges of the property,
Adiacent Prpperties
The adjacent properties are owned by Rocco Building Supplies, Inc. , Arcadia Mobile
Park, Inc. , Daniel J. Travistino, and Interstate 81.
S9.ib
The soil conditions were taken from the USDA Soils Survey. The soil on this site is Berks
channery silt loam ( # 1 B ). This soil has moderate erosion hazards and moderate to severe
wetness when excavated
Critical Areas
There are not any critical areas on site.
Erosion and Sediment Control Measures
• Install silt fence
• Install construction entrance with wash rack
• Install culvert inlet and outlet protection
• Install a temporary sediment basin
• Clear and grade site
Permanent Stabilization
Once construction is complete, the areas of exposed ground will be covered with ■
minimum of four inches of topsoil Fertilizer, seeding, and a blanket of straw will then
added
Maintenance Program
1. The contractor will inspect all erosion and sediment control measures after each rainfall
and at least daily during prolonged rainfall. Damaged and or deficient areas will be
repaired or improved immediately.
2. Furthermore, the contractor will make a daily review of areas of construction activity to
insure erosion control effectiveness. Additional measures will be installed immediately
where deficiencies are found.
3. The contractor will remove accumulated silt in the sediment basin whenever the level
approximately one half of the wet storage volume.
4. Permanent erosion control measures include the establishment of grass on exposed
surfaces disturbed in the construction process.
1i
1. The site will have all silt fence installed.
2. The construction entrance with wash rack will be built.
3. The construction of the sediment basin will take place.
4. The site will be cleared and graded.
5. The new entrances will be constructed.
6. Upon final completion, the site will have all permanent soil stabilization in place and all
inspections by respective agencies completed, then the remaining erosion and sediment
control measures may be removed.
Note : The Frederick County Public Works and Engineering Department will retain the
right to add and/or modify these erosion and sediment control measures during the
construction process, within reason, to ensure adequate protection to the public and
enviroment.
R
I
I I
Seedinu Schedule (Soil Stabilization)
1. Topsoil will be spread at a minimum depth of 4',
2. Pulverized agricultural limestone will be incorporated into the soil at a of 92 lbs per
1000 sf ( 2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per acre)
4. Seed mix will consist of 670/9 Kentucky 31 Tall Fescue and 33% Red Top Clover
5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and
anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per acre.
5F
AEG
G
�jEpIMENT l��l�(N
10AGFz-E5x 134yd.3 = 13401a.3
P-EQutR-ED WET '�-7ToPz1GE = 10ODo -G. 3
FeaUll2-ED DR>( SToRA(!G;✓ = 180--)�> �Ff. 3
PPPVIDED = 34D 358 ;+. 3
3�, 1 So f+. 3
LaNP►NG GALGu LAi'IOK
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vpEN SPADE P->✓QUI P-eP =
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OPEN SPADE PPt9VIDED = 'D.�--,)1,2- - 3. 1851
%
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5 -TO (A l-
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Z- Z'/z" GALIFEIZ AT -TIME of
FL-AN?ING .
FPt�? HEDGE
(USE AZAI-EA - 3' HIGH AT
TIME OF PLANTING
16 S H P-U 13 5 -ToTA L-
,,PAGE D 3.5' A PA RT
�NGIN�E�-ING Nt�T�
A LAND bI5T�1f MANGE P�IzMIT
X M U5T BE 08TA1 NeP BG FaP-E A N Y/
� GoNsT��TioN AcTI�/IT`( GA N
P>�W oN THI s MITE .
X 691,9'
x X
20' STORM DRAINAr3E E61" iT \
E�IoN- SEr�IMENT GoNTPvL LEG EhIP
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DATE: 4/6/98
P�I�sEP SILT FENGC THIe75 H E E "T 7013 E- LJ S E V FO rz SCALE: 1" - 40'
O �
Ps Pf'aF'oSED PERT PFLz> T-Tif:>N G LAN P5CA PI N G A ND E IZ05�1 ON "
�P F'P�PoSE D ouTLET PI'�TEGTioN \
5B PP-DPdSED SeDIMt=N-T 5Asrf`I I DESIGNED BY: JB
PPoR�SED GoNSTf�lGTiON ENTRA NLE D i MENT GoNi�o �.- ON �Y
O \ JOB N0. 2131
SHEET 4 OF 4
rA
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V
PACK -IT INN XINX-WART LOUSE STORAGE FACILITY
LOT 13 BAKER LANE INDUSTRIAL PARR
PROJECT: PACK -IT INN MINI -WAREHOUSE STORAGE FACILITY
LOT 13 BARER LANE INDUSTRIAL PARK
IMBODEN DRIVE (VA. ROUTE 12tZ7)
WINCHESTER, VIRGINIA 22603
OWNER/DEVELOPER, &
APPLICANT: JOHN V. SANTRYER. JR.
ROUTE 1 BOX 136
PURCELLVILLE, VIRGINIA 22132
(540) 668-7604
SURVEYOR: RITCHIE SURVEYS
P. 0. BOX SIR
STEPHENS CITY, VIRGINIA 22655
(5,40) 869-5175
ENGINEER/ PAINTER-LEWIS, P.L.C.
LANDSCAPE 302 SOUTH 13RADDOCK STREET, SUITIE 200
ARCHITECT: WINCHESTER, VIRGINIA 22601
(54.0) 662-5792
PARCEL INFORMATION:
PROPERTY
IDENTIFICATION NO.: 54-7-13
SITE AREA: 3.1083 Ac.
ZONING: BUSINESS AND INDUSTRtIAL ZONING DISTRICT
M-1 LIGHT INDUSTRIAL', DISTRICT
PROPOSED USE: SELF-SERVICE STORAGE'; FACILITY
CURRENT USE VACANT
ZONING REQUIREMENTS:
DENSITY: PARCEL COVERAGE MUST' NOT EXCEED 75%
COVERAGE (BUILDINGS & PAVED AREAS < 2.3312 Ac.)
FLOOR AREA TO LOT AREA RATIO (F.A.R.) = 1.0
SETBACKS: FRONT: 75 FT. (COLLECTOR OR MINOR STREETS)
REAR: 25 FT.
SIDE: 25 FT.
PARKING AREA: 25 FT.
BUILDING HEIGHT: 60 FT. MAXIMUM
PARKING: 1 SPACE PER 5000 SQ. FT. OF FLOOR AREA (9'x20')
REQUIRED: BUILDINGS: 32,550 SQ. FT./5000 -> 6.51 SPACES
-> 7 SPACES
(INCLUDES ONE (1) VAN ACCESSIBLE HDCP SPACE)
PROPOSED DEVELOPMENT:
SELF-SERVICE PHASE I: 3 ea. STORAGE FACILITY BUILDINGS
STORAGE FACILITY:
PHASE II: 3 ea. STORAGE FACILITY BUILDINGS
FRONTAGE: 2.38.03 FT.
PARKING REQUIRED: 6 EA. PARKING SPACES (9'x20') AND
1. EA. HANDICAP VAN ACCESSIBLE SPACE (16'x20')
LOT COVERAGE:
TOTAL PARCEL: BUILDINGS/STRUCTURES: 33,000 SQ. FT.
0.7576 ACRES
PARKING/DRIVES: 67,960 SQ. FT.
1.5601 ACRES
F.A.R.: 0.7576 Ac/3.1083 Ac = 0.24 < 1.0
OPEN SPACE: 34,437 Sq. Ft. (25.4%)
(0.7906 Acres)
-Open Space is considered to be all lawn and slope
areas within the property boundaries.
LANDSCAPING:
SELF -STORAGE: 1 Tree Per 40' Along the Side Yard
1 Tree Per 8' Along the Front Yard
( Double Row & Staggered at 8' o.c.)
A Category "C", Full Screen Buffer
to the Rear To Buffer the Mobile Home Park
Parking Area:
1 Tree Per 40' of Parking Perimeter
A 3' ►High Hedge around Perimeter
(Provided by Front Wilhite Pine Screen)
PROVIDED: PERIMETER & PARKING:
6 RED MAPLES
106 WHITE PINES
34 FORSYTHIA
ZONING NOTES:
I. ALL EXTERIOR LIGHTING IS TO BE INSTALLED ON THE STRUCTURES. NO
OUTDOOR TRASH RECEPTACLES SHALL BE INSTALLED ON SITE.
2. FOR FULL DEVELOPMENT OF THIS PARCEL, A CATEGORY "C", FULL SCREEN
BUFFER HAS BEEN PROPOSED. TOR PHASE I, A CATEGORY "C", LANDSCAPE
SCREEN BUFFER IS PROPOSED USING THE EXISTING WOODLAND AS THE
SCREEN.
3. ALL EXISTING AND PROPOSED EASEMENTS ARE AS INDICATED ON THE SITE
PLAN.
4. NO AREAS OF'THIS SITE SHALL BE USED AS OUTDOOR STORAGE AREAS.
5. A COPY OF THE LEASE AGREEMENT FOR STORAGE SHALL BE SUBMITTED TO THE
PLANNING DEPARTMENT PRIOR TO OCCUPANCY.
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE. CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES
ACT, WHERE APPLICABLE.
N T T
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM O HE STADARDS AND
SPECIFICATIONS OF THE COM14UNWEALTH OF VIRGINIA AND THE COUNTY OF
FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS
UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE
THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY. LAND DISTURBING
AC
TIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE
BE EXISTING UTILITIES WHICH ARE NOT
I R
HOWEVER THERE MAY INFORMATION.
SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY T14E LOCATION OF ALL EXISTING JNG UTILITIES
W
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE
ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER,
THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.
S. ALL. PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
PEP34ITS NECESSARY FOR CONSTRUCTIONPRIOR TO COMMENCEMENT OF WORK. AN
APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT
ALL TIMES.
7. TOPOGRAPHIC INFORMATION AND THE EXISTING CONDITIONS WERE DERIVED
FROM A FIELD SURVEY PERFORMED BY RITCHIE SURVEYS THE TOPOGRAPHIC
INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF
TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT.
8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR
EDGE OF STONE PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE
CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY,
WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL B6 DONE IN ACCORDANCE
WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION.
FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE
PROPERTY BOUNDARIES AND THE IMBODEN DRIVE R-O-W.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS.
THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS
AFTER THE END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL, MEASURES. ALL MEASURES
SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE
SITE SUPERINTENDENT OR H'IS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL
BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL 14EASURFS SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY
AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND
OULCHED, AS NEEDLLD. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING
SPECIFICATION:
rX CC, Kkt N INN
M =WARE"nO,USh STORAGE FA%":,�..�ILITY
OT 13Ern LANE IN DUSTRIAL PARK
STONEWALL MA`�ISTERIAL DISTRICT
muliN Y OOF FREDEF-1'31CK. VIRGINIA
SEEDBED PREPARATION: INDEX TO COUNTY LOCATION
A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE
BEEN ACHIEVED.
B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb
/1000 sf).
SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%)
KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85t
RHODE ISLAND BENI' 10 lb/Ac. 95% 65%
K-31 TALL FESCUE 27 lb/Ac. 95% 65%
ANNUAL RYEGRASS 9 lb/Ac. 984 85%
MULCH: 1.5 Tons/Ac. SMALL. GRAIN STRAW
FERTILIZER: 1000 lb/Ac. 10-10-10
6. THE CONTRACTOR SHALL IWOVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND
OTHER CONSTRUCTION EQUIt%t4'FNT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO
ALLAY DUST AT ALL TIMES.
EXCAVATION AND GRADING:
1. ALL DELETERIOUS MJV RIALS, DEMOLISHED DEBRIS, AND CLEARED AND
GRUBBED MATERIALS SHALL,",',t PROPERLY DISPOSED OF OFF -SITE.
2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -
SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE.
3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED It! LIFTS OF 8" OR LESS AND SHALL BE COMPACTED
TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES
OR STRUCTURES WITHOUT PERMISSION OF THE OWNER.
5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A
MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO
APPLICATION OF PERMANENT VEGETATIVE COVER.
6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED
O 0 ;U
AS NEEDED.
Z1711
03 D
r cr
SANITARY SEWER AND WATER CONSTRUCTION:
� _
P.
m D
1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO
THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND
S K D
SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.).
0 = ` 0
9: 1 (.D LD
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY
m - P. F
F.C.S.A.
D
3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN
;O
0
APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES
�
PAID AT THE TIME OF APPLICATION.
m
4. NO SANITARY SEWER SERVICE HAS BEEN PROPOSED FOR THIS PROJECT.
D
5. NO WATER SERVICE HAS BEEN PROPOSED FOR THIS PROJECT.
6. THE PROPOSED FIRE HYDRANT EXTENSION TO THE EASTERLY SIDE OF THE
PROPERTY SHALL BE INSTALLED AS INDICATED ON THE PLAN. THE F.C.S.A.
n
SHALL TAP ALL EXISTING WATER LINES. THE AUTHORITY SHALL FURNISH THE
MATERIALS FOR AND SHALL MAKE THE TAP. THE CONTRACTOR MUST MAKE
APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. NO WORK SHALL
COMMENCE UNTIL THE F.C.S.A. HAS GIVEN THE APPROVAL TO DO SO.
8. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE
UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES.
STORM WATER MANAGEMENT:
1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM
WATER MANAGEMENT SYSTEM, AS DETAILED ON THE PLANS.
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM WATER
MANAGEMENT FACILITY BY THE PROPOSED CONVEYANCE CHANNELS AND BY SKEET
FLOW, AS INDICATED ON THESE DRAWINGS.
PAVING AND CONCRETE:
1. THE PROPOSED ENTRANCE AND ON -SITE DRIVE AND PARKING AREAS SHALL
RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL
POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO
PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE
ENTRANCE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6 CURB
AND GUTTER. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF V.D.O.T.
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF
FREDERICK, VIRGINIA FIRE MARSHAL.
2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE
ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION
PROCESS.
3. BUILDING NOTES:
STORAGE FACILITIES:
CONSTRUCTION TYPE: 2B, UNPROTECTED
USE GROUP: S-1
' VI
`Q FORT COLLIE2
De
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w
1 P I /G
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era t x �:ac-'dC'f 4:A ys i;
anal," War Lak 41
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Y11 1 Y
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Al
EMM
31� `(,ANOC�4r
".".yr`" •i �� ti° (RQI i i1L S ��
M & M PROPERTIES
LOT 12 BAKER LANE INDUSTRIAL PARK
PIN: 54-7-12
ZONED: M-1
USE: MANUFACTURING
-_• S '33 13 30- W
sue... 584.45' t
e �
I
BLDG.
ONE TOR Y. H
A Hr•
R E A. 5,550G
JS Sq. Ft. max.
I
I
ONE b-
RY
,H
GH AREA: T.. 3 '
4 ,9 5
Max
0 .
S • F q t
m
N
BLDG. ONE
EAST�R8
Y HGHT•
51400 Sq, Ft.35• Max.
VICINITY MAP
1 " = 2000'
A DI I
0
o $I I
u'
C
0
® ® I
I I
I� I
I
I
BLDG.
I
a
AR AS 985 SHGHT.: 35' Max.
0 q. Ft. I 1
> I
D ;a I
I Z N
NE o
AREA:
ONE Sr RY, HGHL• o . I I
5, 400 Sq. Ft 35' Max. -
N 33 13' 3_ 0-�
7_
zl
JOSEPH W. & EVELYN M. HOMA
LOT 14 BAKER LANE INDUSTRIAL PARK
PIN: 54-7-14
ZONED: M-1
USE: MANUFACTURING
ONE STON !4OO
AREA: RY Sq. Ft, 35' Max
Sq.
F"AINTER- LEWIS, P.L.C.
3002 SOUTH [nDI000K STREET. SUI rE 200
WINCHESTER, VIMGHNIA 22601
(540) 662-5792
TRIP GENERATION:
PACK -IT INN MINI -STORAGE: FULL DEVELOPMENT
MINI -WAREHOUSE:
Ln(T)-1.053(Ln(X)) + 0.659 (WEEKDAY)
T - TRIPS/DAY
X = 1000 SF OF FLOOR AREA
TOTAL:
tn0�00
rri z CD
r*1
+
0 �
M
n
v
)>7� C_
I
Z I rTt
1 _P, 70
rrn
Z =
0 <
C
(n
>V)
D =
-00
> Z
m
70
X = 32,550/1000 -> 32.55
SAY: 33
Ln(T)=1.053(Ln(33)) + 0.659 -> 76.8 TRIPS
TOTAL -> 77 TRIPS/DAY (WEEKDAY)
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BP
BREAK POINT
CG-2
CURB
CG-6
CURB & GUTTER
CG-6R
REVERSED PITCH CURB & GUTTER
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMPA
CORRUGATED METAL PIPE ARCH
C.O.
CLEAN OUT
0
DIAMETER
EOP
EDGE OF PAVEMENT
F. F.
FIRST FLOOR
F.C.
FIRE CONNECTION
FG
FACE OF GUTTER
Go.
GAUGE
GV
GATE VALVE
HDCP
HANDICAP
HP
HIGH POINT
HTR.
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
MPD
MULTI -PRODUCT DISPENSER
MH
MANHOLE
NDC
NOSE DOWN CURB
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PL
PROPERTY LINE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RED.
REDUCER
R-O- W
RIGHT-OF-WAY
R.O.
ROCK OUTCROP
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED & PROTECTED
T.B.
THRUST BLOCK
TEL.
TELEPHONE
TC
TOP OF CURB
TYP. or Typ.
TYPICAL
ELECTRIC
UGE
UNDERGROUND
WL
WATER LINE ey
WM
WATER METER
5'R
RADIUS IN FEET a
r
Virginia Department of Transportation
Staunton District
Rev
7/95 page 1 of 1
GENERAL NOTES FOR ENTRANCE PLANS
VDOT general Notes
V1.
All work on this project shall conform to the latest
editions of the Virginia Department of Transportation
(VDOT) Road and Bridge Specifications, and Standards,
The Virginia Erosion and Sediment Control Regulations
and any other state, federal or local regulations
applicable. In the event of conflict lr.- •een any of
these standards, specifications or plans, the most
stringent shall govern.
V2.
All construction shall comply with the latest U.S.
Department of. Labor Occupational Safety & Health
Administration and VOSH Rules & Regulations.
V3.
When working on VDOT right of way, all traffic
control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's work
area protection manual. Furthermore, all traffic
control flaggers must be certified in accordance with
VDOT's January, 1994 (or latest edition of) Road &
Bridge Specifications, Section 104.04-C.
V4
Design features relating to construction or to
regulation, control and safety of traffic may be
subject to change as deemed necessary by VDOT.
V5
Prior to initiation of work, Contractor shall be
responsible for acquiring all necessary VDOT land use
permits for any work on. VDOT right of way,
V6.
If required by the local VDO,r Residency Office, a
preconstruction conference must be arranged and held
by the engineer and/or developer with the attendance
of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work
V7
Contractor' shall notify the local VDOT Residency
Office when work is to begin or cease for any
undetermined length of time VDOT will also require
4H hour; notice for any inspection,
VEt
h Contractor will n f r maintaining
T ebe responsible o
adequate access to he project from the adjacent
t e ce
4 p J 7
piblic roadway throughh construction and maintenance of
a construction entrance in accordance with the
v_irqitiia Er asiozz & Sediment C_oi1trq Handbook, Sec 3 02
Furthermore, access to other properties affected by
this project -shall be maintained through construction
,F VIVA .v SITE PLMN,
DOCK -IT INN
MINI®WAIRIE11JJI0USIE ST101RUG E FACILITY
SH T. 1 /3: COVER SHEET
SH T. 2/3: SITE PLAN AND MISCELLANEOUS DETAILS
SHE'. 3/3: DRAINAGE DIVIDES AND LANDSCAPE PLANS,
WATER LINE PROFILES, AND DETAILS
APPROVE Y THE ZONING ADMV INM` ROTOR
COON F FREDE K, GINIA
SITE PLAN SHALL BE VALID FOR A PERIOD OF
(5) FIVE YEARS FROM DATE OF APPROVAL.
SHEET: 1/3
FILE NO.: 9801005
III
1.5" SM-2A
3" BM-2
8" 21-A
COMPACTED SUBGRADE
U
z
Y
Q
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W
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m��w
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PAVEMENT DETAILS
N.T.S.
HEAVY LIGHT
2" SM-2AL BITUMINOUS
CONCRETE SURFACE COURSE
B" 21-A
COMPACTED SUBGRADE_= -'I-
NOTE:
HEAVY PAVEMENT SECTION TO BE INSTALLED
IN THE ENTRANCE ROADWAY TO THE END OF THE CURB RETURNS
LIGHT PAVEMENT SECTION TO BE APPLIED
TO ALL OTHER PAVED AREAS
BOLLARD DETAIL
N.T.S.
6"0 CONCRETE -FILLED STEEL
PIPE (PAINTED YELLOW).
_T
48"
I
FINISHED GRADE
30"
18"0 CONCRETE (3000 PSI)
NOTE:
Y DENOTES BOLLARD LOCATION
HDCP SYMBOL (WHITE)
SOLID BLUE BACKGROUP
HANDICAP PARKING DETAIL
N.T.S.
-T- HANDICAP SIGN
3' Min.
I� 8' T '
I
I
Ex. Pole NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
' ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
681, o M & M PROPERTIES . 8' TYPICAL FOR VAN ACCESSIBLE SPACES &
6°j LOT 12 BAKER LANE INDUSTRIAL PARK 5' TYPICAL FOR OTHERS.
PIN: 54-7-12
ZONED: M-1
40'-15"0 CMP o 0.50% USE: MANUFACTURING
STORM WATER OUTLET
CONTROL STRUCTURE dip
HANDICAP SIGN DETAIL
N. T. S.
AMM 12" x 18" STD.
Ft12" x 6" STD.
STD. U-CHANNEL POST
PROP. GROUND
o RESERVED
PARKING
Li
VAN
ACCESSIBLE
FIRE LANE SIGN
N.T.S.
12" x 18" STD.
STD. U-CHANNEL POST
PROP. GROUND
0
M
L
NOTE:
PLACEMENT TO BE AS DIRECTED BY
THE FIRE MARSHALL
_ rn�
0
33 13' 300 W
m
(4)BOLLARDS
�\
_
PROP. EDGE OF -0' I
I7Z 8 °� 92.0 --� AVEM N F. ASSY. FIRE LANE
• 90 SIGN
SEE SHEET 3 ,� 6" San.
FOR STORM WATE 1850 201 WATER 6" Son Q II III / Lateral
WATER LINE Lateral GZ I
POND DETAILS BLDG� /4 0 92 ---,L__ EASE=NT / / Ex. SAN. MH
ONE STORY 93.0 / Pole Top = 689.61
' 101.09' AREA:°5 550 Sqt 35' Max. sz9.1 9 6" mv. In = 684.07'
-� �92 30.00' '!\ �'S• I d�Gu 6" Inv. In = 684.07'
o -�25' �6" 1 1-1 8" Inv. Out = 683.94'
26. 92.0 2O b --�- 8" x6"
--�,R•L�BEND q� TAP BY
• I o o \ ro I III F.C.S.A.
8 89 p B 180.00' �• vrun a
p r,1 BLDIS 92.. "" in I
d o E ORY D 0 88:9I L
N I ° s2.o° ° AREk. 5 400 SGHT.: 35, Max. ; TC I 89.04 I II
rn o 91 93.0 F.F. 693.20 q Ft' Ln z it �� t 4'
rn
0 CD Y m III N
I� mo 0 92.0 92 o j I� N ( 80' - 18"0 RCP =
cp ° O I o 2% GRADErn
-+
GRASS AREA m 693.7 8 ° '25' 190 ; O I III END 2SECTIO N ES-1
0
Ex. Pole trt 92 I EIGHT OF R Inv. In 685.60
165.00 s3
I '�� Inv. Out 684,00 D
i SIGN NOT
101,1 - LDG. 5 92.0 ° 93.0 9,3 EXCEED 25'p (TYP.y III m
W
E g AREA: NOT TO 882
950 HGHT.: 35, Max. EXCEED 100 s > I III ` N
102.41, F.F. _ Sq. Ft, 30.00' I
d' 27. 2. 692.201 o g S .e sae 1 o
o BOLLARp O
I II I III ao rt
c Iri I r II7--
1500F,
5' DRAINAGE & STORM (NP) 0
{; . I
IIII
I
I III �
Orn
o�*2O WATER MANAGEMENT ONE HGHT.. 2.8 TIC EASEMENT s2.o° N o 58560q. �F693.293.0TC
a 91 rfl O t
to 87.3 lV I �J'e
o � w 92.0 0 1.50 3 U . 1}
o a I 92 0 28.41' T 91.50 8C.0 m= J
z �
u N �- °92. � 1' f
00 M
.• oa � � 1 g3 693.1 -� � 9 = p rn
0 00' I III
E N o LDG. 6 92.0 g3 J oo ° I o m
x o 101.56' 6' E ORY, H 93. g cr o I
o m 26. '4REA: 5 400 ��►r 35, Max.
�v a -33 s2.o F.F. _ 692.20 q• F ax0 30.00' � _ - � I I III
20' cn) to91 0
O ---. '1 O O 180.00,
92
:.. t�pt•t 1 III I
ONE 0RY EX. 50'-27"x20" CMPA
92. AREA: 5 406 SGHr.: 35 Max._22.03', .- N it II I I ' O 1,027.
93.0 �93.20 4 Ft. �\ _ o, z h Inv. In = 683.39
_ `�' CURB IJ in I I Inv. Out = 682.88
�J PROP. _ 0 1--- �1
T EDGE OF PAVEMENT LO
91�0
I _ _ T N -. _- 93 _ II I III I
I ' -33 3s 30.r 5'R
G
574.79 # 1�. R.L-' III
_
_ ,t 2' NDC Top - 686.69'
p Ex. SAN. MH
I a v III 6" Inv. In = 680.28
8" Inv. In = 680.12'
8" Inv. In = 680.11'
II
_ I
NOTE:
SEE LANDSCAPE PLAN FOR
FENCING AND BUFFERING REQUIREMENTS
�^4"�
.m . ....
I :d'. .. 1. I' A
In ' A. .a , . • • A.
•
A •
. '.
a a
A • a - '� -_ _ _ _ The bottom of the curb and
gutter may be constructed
parallel to the slope of sub -
2'-d' surface courses provided a
minimum depth of 7" IS
This area may be concrete maintained
at the option of the contracts
This curb is to be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or Nlsls: Comb curb S gutter having a radius
less ,n developed urban 8 suburban of 300'or, less (along face of curb) shall
areas. be paw f,or as radial combination curb 9
gutter
This ihm may be precast or cost ,n place.
Concrete to be Class A3 d cost ,n place,
4000 Pot rf precast.
SKICIFICATION
REFERENCE COMBINATION 6" CURB & GUTTER
i05 VIRGINIA DEPARTMENT
502 Of
TRANSPORTATION 2OL03
JOSEPH W. & EVELYN M. HOMA
LOT 14 BAKER LANE INDUSTRIAL PARK
PIN: 54-7-14
ZONED: M-I
USE: MANUFACTURING
696
69
A
Ex. Pole
Ex. Fire
Hy40,nt
688
�i I III
�I
�0
Im mI II
HALF TYPICAL SECTION
AT END OF TAPERS
CN� l? N.T.S.
0 EX EP
m
12' +/- 12' 2' 30' R
SLOPE Max.)
CROSS SLOPE 1 4':1' l I I _- I I_
CG-6 _ I�1
1.5" SM-2A _
I ,
T I I i I I' I-1 I- 11 11
AGGREGATE EXTENDED
3" BM-2 I'i_!L 1' BEYOND BACK OF
1 8 21-8 2CURB & EP
I COMPACTED SUBGRADE-
* * INSTALL VDOT CG-12 HANDICAP
RAMPS AS PER VDOT INSPECTOR.
CN-0f-X
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frt 71
DP�Q X
0� J>
z l l MI
Z
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30 0 30
Scale 1" = 30 ft
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PXTH OF L f
y �G�
x,J
TIMOTW_ PAINTER 9
No. 18260
O 3I -7.1`18 �ww
��SSIONAL
SURVEY: C, I.:
RITCHIE 1'
SURVEYS
DRAWN: JOB NO.:
90 TGP 9801005
SCALE: DATE:
1 "=30' 01-05-97
SHEET:
2/3
�. FENCE DETAIL m
OUTLET DETAIL �
STORM WATER MANAGEMENT POND N.T.S. ` DO NOT prune terminal
leader or branch tips
' eez
2x6 TOP RAIL
WELD 3/8" STEEL PLATE
TO END OF BARREL CONCRETE SLAB i i tx6 BOARD, I Z z0
CUT OUT 3" DIAMETER ORIFICE I I I I I i i I I I FRONT & BACK
INx6 IN PLATE AT INV. ELEV. = 689.5TOE NAIL
/ I CJ
CUT OUT 1" DRAWDOWN ORIFICE I I I I i i I I I I W/ 2-8d NAILS c> Ec
IN PLATE AT INV. ELEV. = 688.50 i i (EA. RAIL) > U
C)
I i Prune narrow crotch angles Q
and water spouts
CUT INLETS FLUSH WITH SLOPE
i i Ln DO NOT stake or wrap
trunk unless necessary
I Prune broken branches
� I I 12" CMP RISER
INSTALL W.W.M. SCREEN OVER STANDPIPE PLAN I I I I 8'-4x4 POST ®8' O.C.
i i - I Remove tags and labels
\ —�\ APPROX. EX. GROUND ; i I ti
2x6 BOTTOM. RAIL
40'-150 16 CMP ® 0.50% a. ATTACH RAILS TO POST
g I PROP. GRADE W/ 3-10d NAILS Prune �
Q
rune suckers �
e y / eeRs TOP OF BERM = 691.25 i ' (EA. RAIL)
R' TRIBUTARY • I I J I Cut away all balling ropes 2"-3" mulch kept away from trunk
► I r,I
II I 100 YEAR W. S. E. = 690.76 I i l t
_ 6'
�a 10' YEAR W.S.E. = 690.39 10 6 i i i ;n Remove top of wire basket 1 Soil well to contain water Z
\0 T 13 2 YEAR W.S.E. = 690.02 1 1 I -1 12" DIA. POST HOLE,
TRIBUTARY #I' . �n », d.. ; ; FILL W/CONC.
-
---------------LJ UNAMENDED backfill soil N
--------- - -------------------------------__-- J - Widen and score hole wall A Partially backfill, water to Q
\ 15"x12" CMP TEE NOTES: ��� C settle soil, finish backfilling
ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. Remove container and cut circling _: W
I LBARREL INV. = 688.50-1 12" RISER INV. = 690.75 g
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. roots if container- grown, or as much Area for water drainage Q
2 EA. x x 0'-8"T CONCRETE SLABS FINISHED SIDE TO FACE ADJACENT PROPERTY g Leave solid soil pedestal - do not (pipe or tile could be installed) t:
CENTEREEDD O ON OUTTLETLET PIPE &SET ON burlap as possible if field -grown Z
10:1 SLOPE OF BERM dig deeper than ball depth j Q N Z
■ Z Q
PRE —DEVELOPMENT DRAINAGE DIVIDES PLAN PROFILE W
Did hole 2-3 times root ball width
N.'.5. W
TREE PLANTING DETAIL o Q
N.T.S. W U 0
Q �CL
--- _ _ — - Z Z W
Y� CONSTRUCTION OF A SILT FENCE SILT FENCE DROP INLET
(INIs C.nNSTRtICTION 1,7NTRANCF, (WITHOUT WIRE SUPPORT) PROTECTION w c J Z
r _
1. SET THE STAKES. 2 EXCAVATE A 4"X 4" TRENCH ~
UPSLOPF. ALONG THE LINE OF z z ,• VON FRAIN ~
DROP INLET
„, INIL (MISTIHD CY-
STAKES 01'm GRATE W
►AVEWNT Z I-
MIN. HEIGHT OF ROCK PHASE II s:!
8'MAx. AW rRQ
OP CHECK DAM TO BE 18" 1,5„x _ T Q
- I, r(111NT ABLE Bf RM
i
F rn TER rtonl ►nN. A maTR]NAI�
NOTE LANDSCAPE SCREEN SF TO PS MU PHASE I _
SIDE ELEVATION �� �y ,.
TO T INSTALLED AS rrrr1111
PART OF PHASE I 14 ea. - 6' PINUS STROBUS �t IxISTiNG GR"D / �, �}-
11�a I I I l i raor ,-�
GAINER
4 o.c. 1 W err reH. I I I t' �---_. �:ccss� J� U-
6' CHAINLINK F II Rs Z
S FENCE ��
TO PS MU I I - --- - ------------- to .Rn _ _ �
16 ea. - 6' PINUS STROBUS FEN TO PS MU s `WIT I -�- 4 IJ U t- �' �`� '� U -J I—
I SF I I 4 BACKFILL AND COMPACT Q Q
STAGGERED ® 8' O.C. (P X � 3 STAPLE FILTER MATERIAL
BUTc. no 93.0 1�' Nttr. TO STAKES ANll EXTENh THE EXCAVATED SOIL
PERSPECTIVE VIEWS N
C E F---- E�S(►
�• F r . 02� � � � CHAINLINK FEN S I 12 ea. - 6' PINUS STROBUS I 1z NIN.' 6AVE'NFN, IT INTO THE TRENCH W 0 �
I v STAGGERED ® 8' o.c. O N J
Iz S GGE
sTAnE �
BLnc -1_ Q �c
F. F - �. M.0 I POSITIVE DRAINAGE W NM.
+ ea. - 4' FORSYTHIA p ao' I Tc I I I - vDar •1 . 1 1❑ SEDIMENT Z
IN iERMEDIA (WHIPS) TE.P crttlRsr AGl3REGAir a raArrtNa Rrvuc � _ rARRIc 0
_ W�
�' T rz INSTALLED B FENCING TO BE I �• ►IUST ExTEM) ruLL wrong I + .� 17 ~ (^ W (� � CC - 3 ROWS 3 to I STALLED FOR _
a PHASE I I - _
� I � � QPER �I S M'D EGRESS PLAN VIEW
� ��J ~NZN�
I DBLEHAINLINK E nor
eLvc �a +u LEAF FENC ,: M. / %/ I i ; ., \ IIIiI 6 N+ ]C N C.7
.. F. "2.ao GA TES CHAINLI ° ° °° ° o° I o • -- --- II r \ 1 Q W
2 ea. - 6' ACER RUBRUM o°o°° °° °g `: I (7 r LI,I U
SF I °o ° ° I m • `' M,!' SHEET FLOW INSTALLATION �-_ / 0 W J ti
BLDG I I Z .� 1ir�il'=I (PERSPECTIVE VIEW) ELEVATION OF STAKE AND
RAINAGE " F F- °1j� C 1 o w - I FABRIC ORIENTATION DETAIL A = J �
SEMENT r n o,2 ea. s I Q N METER CLOTH! -� r or I Q Q
SECTION A -A l )-
18 ea. - 6' PINUS STROBUS A E=17,961 SF A �IB�7�_ARY 6' ACER RUBRUM I 30 J Q m W F--
STAGGERED ® 8' o.c. 91 S --------- e -r - ( I Z e SPECIFIC APPWCATION Z
TEMP, 6' FENCING OP m T _ - - - — ---
T . mon. I INSTALLED FpPgO BE �RAINADEVELOPED COND � /;� y TIIIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INACTIVE SE I w GE DIVIDES I11p OP I - -
eEnc. !e
BUFFER F - °p'�o �18 I • t INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER U
� �� THAN 57>>) WHERE THF: INLET SHEET OR OVERLAND FLOWS (NOT � Z � (� U
' UTgRY� I I �� ( EXCEEDING I C F S ) ARE TYPICAL THE METHOD SHALL NOT cc
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS L 0
SZ POINTS A SHOULD BE HIGHER THAN POINT N IN STREET OR HIGHWAY MEDIANS J
92 BLS 0, F F - way °`� °"""'RCCO COMCR`T` ptnw srnr E DRAINAGEWAY INSTALLATION
6 cHAINUNK FENCE I I � SECTION BB -
(FRONT ELEVATION) -------------- --- ------ --
�I 32 ea. - 6' PINUS STROBUS - ---- ----- _.____------_------___---
STAGGERED ®8' o.c. '--
TO PS MU - 2 ea. I O
I 6' ACER RUB F I N
a)
I I +N n
6' CH O 0) 0)
AINLINK FENCE
I I N
TO PS MU %1 � o
' N I I
NOTE: I / ( Q) cND
6' FENCE IS TO BE INSTALLED TO SUFFICIENTLY EROSION & SEDIMENT CONTROL AND c / I ( (n
ACCOMMODATE THE LANDSCAPE PLANTINGS.
LANDSCAPING PLAN Y .a) 00
LIMITS OF CONSTRUCTION TO BE CONFINED T z O 0 It
TO THE PROPERTY BOUNDARIES AND IMBODEN DRIVE R-O-W �' ' o Ex. GRADE O 0 > In
m PROP. GRADE
OBTAIN LAND DISTURBANCE PERMIT FROM FREDERICK COUNTY ��C)
PUBLIC WORKS PRIOR TO ANY GRADING OPERATION. Z �lJ�ll m
J �� N
PLANT LIST
SYMBOL
QTY.
COMMON NAME
BOTANICAL NAME
SIZE
REMARKS
6
RED MAPLE
ACER RUBRUM
2 -2.5
CALIPER
34
BORDER FORSYTHIA
FORSYTHIA
INTERMEDIA
4' TALL
2 0. C.
3 ROWS
106
1 WHITE PINE
PINUS STROBUS
6' TALL
w
EX. PVMT. TO L - s
BE OPEN CUT D () a '
F RENLINELL 36" MIN. COVERv) 3
N
O
a
dlreclgn of 5eitang b be a1>nroved woor to .TstaNairon STANDARD PIPE BEDDING DETAIL WATERR IN21
E
WATER MAIN EX AN. SEW.
concrete N.T.S. �AtiTH OOpyf
as requaed te pad 6 ' ' Sq � 6- deep I �C
t •; /l"E
MIN.
EROSION &SEDIMENT CONTROL KEY rr,� a tnax AR
Q
3.02 TEMPORARY STONE o 0 0 0 0 0° o o '- 8" O.D. 8"
°°°°°°°°°°°°°°o°o°° I, I o Z TIMOTFI'� G PAINTER 9
CONSTRUCTION (`E °°O°°°°°°°o°o°o°o°o
No. 18260
ENTRANCE oomoao°00000°o°0000 ,1 FINAL BACKFILL Q LU
m X
able trench - _ - �
Screw type I z
� w = ��O .� 1 l ie w�
3.05 SILT FENCE $F �6"F stone to be mrTlrmrm� . ' ! __ __ 0 m `{
X—X--X valve box + as required CAREFULLY COMPACTED - w tF'ss, G
a F above tnt, of base 1 CO = 24" x o I ONAL
3.07 STORM DRAIN (P { i' 7 r ` I SELECT BACKFILL _ ``' _ °' L`
B" d,a schedule 40 3' O It 0 O
INLET PROTECTION s '�ei"p` s1eP.IpIpelllledWltll I _ 6' DAYVA( ELEV + + + + SURVEY: C. I.:
.! concrete and painted 7' f 675.00 RITCHIE
1 '
,� r r .. - yellow 2' I SURVEYS
3.18 OUTLET PROTECTION 0P o t I
_ STONE AGGREGATE o 0
t 1 _e• I 6„ o 0 o u7 u7 N to ,n DRAWN: JOB NO.:
18" dia
TO To ;t{}+• ;4s' : s; T,ectwnrca pwn
-- o w o n K) v3.30 TOPSOILING concrete
encasement
TGP 9801005-3'
5vnvetee mih
branch concrete
3.32 PERMANENT SEEDING PS DATE:
thrust block � +OO 2+00 3+00 4+00
aol_t •an nFT�1 SCALE:
-- WATERLINE PROFILE AS NOTED 01-05-97
3.35 MULCHING MU MU FIRE HYDRANT ASSEMBLY
SCALE:
F*" y HORIZ.: 1" = 50' SHEET:
VERT.: 1" = 5' 3 /3
.4
PACK -IT INN M1241-WAREHOUBB STORAGE FACILITY
LOT 13 BAKER LANE INDUSTRIAL PARE
PROJECT: PACK -IT INN MINI -WAREHOUSE STORAGE FACILITY
LOT 13 BAKER LANE INDUSTRIAL PARK
114BQDeN DRIVE (VA. ROUTE 1327)
WINCHESTER, VIRGINIA 22603
OWNER/DEVELOPER, &
APPLICANT: JOHN V. SANTMYER. JR.
ROUTE I BOX 136
PURCELLVILLE, VIRGINIA 22132
(540) 668-1604
SURVEYOR: RITCHIE SURVEYS
P. 0. BOX 518
STEPHENS CITY, VIRGINIA 22655
(540) 869-5175
ENGINEER/ PAINTER-LEWIS, P.L.C.
LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200
ARCHITECT: WINCHESTER, VIRGINIA 22601
(540) 6562-5792
PARCEL INFORMATION:
PROPERTY
IDENTIFICATION NO.: 54-7-13
SITE AREA: 3.1083 Ac.
ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT
M-1 LIG14T INDUSTRIAL DISTRICT
PROPOSED USE: SELF-SERVICE STORAGE FACILITY
CURRENT USE: VACANT
ZONING REQUIREMENTS:
DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75%
COVERAGE (BUILDINGS & PAVED AREAS < 2.3312 Ac.)
FLOOR AREA TO LOT AREA RATIO (F.A.R.) = 1.0
SETBACKS: FRONT: 75 FT. (COLLECTOR OR MINOR STREETS)
REAR: 25 FT.
SIDE: 25 FT.
PARKING AREA: 25 FT.
BUILDING HEIGHT: 60 FT. MAXIMUM
PARKING: I SPACE PER 5000 SQ. FT. OF FLOOR AREA (91x:201)
REQUIRED: BUILDINGS: 32,550 SQ. FT./5000 _> 6.51 SPACES
_> 7 SPACES
(INCLUDES ONE (1) VAN ACCESSIBLE HDCP SPACE)
PROPOSED DEVELOPMENT:
SELF-SERVICE PHASE 1: 3 ea. STORAGE FACILITY BUILDINGS
STORAGE FACILITY:
PHASE 11: 3 ea. STORAGE FACILITY BUILDINGS
FRONTAGE: 238.03 FT.
PARKING REQUIRED: 6 EA. PARKING SPACES (9'X20') AND
1 EA. HANDICAP VAN ACCESSIBLE SPACE (16'X20')
LOT COVERAGE:
TOTAL PARCEL: BUILDINGS/STRUCTURES: 33,000 SQ. FT.
0.7576 ACRES
PARKING/DRIVES: 67,960 SQ. FT.
1.5601 ACRES
F.A.R.: 0.7576 Ac/3.1083 Ac - 0.24 < 1.0
OPEN SPACE: 34,437 Sq. Ft. (25.4%)
(0.7906 Acres)
-Open space is considered to be all lawn and slope
areas within the property boundaries.
LANDSCAPING':
SELF -STORAGE: 1 Tree Per 401 Along the Side Yard
I Tree Per 81 Along the Front Yard
( Double Row & Staggered at 81 o.c.)
A Category "C", Full Screen Buffer
to the Rear To Buffer the Mobile Home Park
Parkinq Area:
I Tree Per 401 of Parking Perimeter
A 31 High [ledge around Perimeter
(Provided by Front White Pine Screen)
PROVIDED: PERIMETER & PARKING:
6 RED MAPLES
106 WHITE PINES
34 FORSYTHIA
ZONING NOTES:
'ACK- T INN
M
=WARE'nJOUSE SRAGE Y
BAKER ro'ARK
LOT 13 LANE
1"
-DISTRICT
STONEWALL MAGISTERIAL
SEEDBED PREPARATION:
A. SCARIFY THE TOP I"-2",OF TOPSOIL AFTER THE FINAL GRADES HAVE -
BEEN ACHIEVED.
B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LINE (140 lb
/1000 sf).
SEED TYPE: RATE: HIM. PURITY(%) MIN. GERM.(%)
KENTUCKY BLUEGRASS 45 lb/Ac. 97% 851,
RHODE ISLAND BENT 10 l'b/Ac. 95% 65%
K-31 TALL FESCUE 27 Jb/Ac. 95* 65%
ANNUAL 9YEGRASS 9 lb/Ac. 98% 85%
MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW
FERTILIZER: 1000 lb/Ac. 10-10-10
6. TH9,CONTR4CTOR SMALL MOV,!I)E ADEQUATE MEANS OF CLEANING TRUCKS AND
OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT Is
THE RESPONSIBILITY OF TIJE CONTRACTOR TO MAINTAIN CLEAN STREETS AND To
ALLAY OUST AT ALL TIMES.
11 1 1= ism
CD N Y OOF FREDEF'�ICK.
IA
INDEX TO COUNTY LOCATION
EXCAVATION AND GRADING:
1. ALL EXTERIOR LIGHTING IS TO BE INSTALLED ON THE STRUCTURES. NO
1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND
OUTDOOR TRASH RECEPTACLES SMALL BE INSTALLED ON SITE.
GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE.
2. FOR FULL DEVELOPMENT OF THIS PARCEL, A CATEGORY "C", FULL SCREEN
2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -
BUFFER HAS BEEN PROPOSED- FOR PHASE I, A CATEGORY "C", LANDSCAPE
SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE'.
SCREEN BUFFER IS PROPOSED USING THE EXISTING WOODLAND As THE
SCREEN.
3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AMID APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL
3. ALL EXISTING AND PROPOSED EASEMENTS ARE AS INDICATED ON THE SITE
MATERIAL SHALL 84 PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED
PLAN.
TO 95% OF ASTM 0-690 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
4. NO AREAS OF THIS SITE SHALL BE USED AS OUTDOOR 'STORAGE AREAS.
4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES
5. A COPY OF THE LEASE AGREEMENT FOR STORAGE SHALL BE SUBMITTED TO THE
OR STRUCTURES WITHOUT PERMISSION OF THE OWNER.
PLANNING DEPARTMENT PRIOR To OCCUPANCY.
5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL 'RECEIVE A
GENERAL NOTES:
MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO
gg
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE
APPLICATION OF PERMANENT VEGSTATXVB COVER.
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF
DISABILITIES
TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH
6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED
0
ACT, WHERE APPLICABLE.
AS NEEDED.
C) 0
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND
SANITARY SEWER AND WATER CONSTRUCTION:
C)CP
SPECIFICATION$ OF THE COMMONJISALTH OF VIRGINIA AND THE COUNTY OF
1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SMALL CONFORM TO
rn
PREbERICK, VIRGINIA, WHERE APPLICABLE.
THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS' AND
:L K
SPECI FICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F. S. C. A.
0 1:! 0
3. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY Ot-IISS
9: 1 tD CD
UTILITY" AT 1-000-257-7777 AT LEAST Two (2) WORKING DAYS, BUT NOT MORE
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY
M - P, r- rn
THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING
F.C.S.A.
-10 171
ACTIVITY.
--7r-
3. ALL PROPOSED SERVICES SMALL BE COORDINATED WITH THE F.C.S.A. AN
0
4. ALL EXISTING UTILITIES, HAVE BEEN SHOWN BASED UPON THE REST AVATLABLE
APPLICATION SMALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEE$
, w , R NOT
INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES 'HICH ARE
ATION.
PAID AT THE TIME OF APPLICATION.
rr) N
�1_
SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL 13,t THE RESPONSIBILITY
-0 8
OF THE CONTRACTOR To VERIFY THE LOCATION OF ALL EXISTING UTILITIES
4. NO SANITARY SEWER SERVICE HAS bEEN:PROPOSED FOR THIS PROJECT.
b
PRIOR To CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE
q
ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER,
5. NO WATER SERVICE HAS BEEN PROPOSED FOR THIS PROJECT.
�
THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.
-
6. THE PROPOSED FIRE HYDRANT EXTENSION To THE EASTERLY SIDE OF THE
-
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
I �
PROPERTY SHALL BE INSTALLED AS INDICATED 011, 'flit PLAN'. THE F.C,.S.A.
z
0
6. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
SHALL TAP ALL EXISTING' WATER LINES. THE AUTHORITY 914ALL FURNISH THE
PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN
MATERIALS FOR AND SHALL MAKE THE TAP. THE CONTRACTOR MUST MAKE
APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT
APPLICATION FOR AND PAY FOR THE COST Or T141S WORK. NO WORK SHALL
I
ALL TIMES,
COM14ENCE UNTIL THE F.C.S.A. HAS GIVEN THE APPROVAL TO 60 O.
7, TOPOGRAPHIC INFORMATION ARID THE EXISTING CONDITIONS WERE DERIVED
H. THE EXISTING WATER 14AIIIS AND SANITARY SEWER MAINS SMALL BE
FROM A FIELD SURVEY PERFORMED BY RITCHIE SURVEYS. THE TOPOGRAPHIC
UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES.
INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF
STORM WATER MANAGEMENT:
TWO (21) FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT.
1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM
WATER MANAGEMENT SYSTEM, AS DETAILED ON THE PLANS.
S. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM, WATER
EDGE OF STONE PAVEMENT, WHERE APPLICABLE.
MANAGEMENT FACILITY BY THE PROPOSED CONVEYANCE CHANNELS AND BY SHEET
FLOW, AS INDICATED ON THESE DRAWINGS.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE
CONNECTION TO EXISTING UTILITIES WITH T14E APPROPRIATE UTILITY COMPANY,
PAVING AND CONCRETE:
WHERE APPLICABLE.
1. THE PROPOSED ENTRANCE AND ON -SITE DRIVE AND PARKING AREAS SHALL
RECEIVE THE MINIMUM PAVENE14T SECTIONS, AS DETAILED ON THE PLANS. ALL
CONSTRUCTION NOTES:
POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SMALL BE SAW -CUT TO
PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE
TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE
ENTRANCE CURB AND GUTTER SMALL CONFORM TO V.D.O.T. STANDARD Ci CURB
WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
AND GUTTER. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND
SEDIMENT CONTROL HANDBOOK.
SPECIFICATIONS OF V.D.O.T.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION.
MISCELLANEOUS:
FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF
PROPERTY BOUNDARIES AND THE IMBODEN DRIVE R-O-W.
FREDERICK, VIRGINIA FIRE MARSHAL.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS.
2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE
THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS
ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION
AFTER THE END OF CONSTRUCTION.
PROCESS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
3. BUILDING NOTES:
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES
STORAGE FACILITIES:
SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE
CONSTRUCTION TYPE: 2B, UNPROTECTED
SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL
BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
USE GROUP: S-1
01P
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY
AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND
TIM PAIN
KVLCHED, As NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING
•
SPECIFICATION:
ORT COLLIE
cgaurr
C66
D , i
Pi
I
P 12,
1
33 'iViENC1111 L
L
2 1_33TS
RE 4 C
"70
11G-S
L G, %ff'00
F1
AR
Rftt
#Ar
I I Ext
LS
M & M PROPERTIES
LOT 12 BAKER LANE INDUSTRIAL PARK
PIN: 54-7-12
ZONED: M-1
USE: MANUFACTURING
S 3.3 IT 30' W
� 51
I ® 0
BLDG- 04
ONE STORY, HGHT. '35,
AREA; 5,550 sq. Ft. Max.
Is
ONE Ry.
AnEA.�T� HGHT.: 35' Max,
rn 4,950 Sq. Ft.
);11
'A
Ivftww�
ONE STP,, ,GHT':
AREA: 5.400 35 Max,
Sq. Ft.
VICINITY MAP
1 " = 2000'
10
11 11
1
?a
ONE
AREA: 58,5bHGHT.: 35, Max.
Sq. Ff.
00
7- 0
o i
ONE
TIRW3Y HGHT.: 35' Max.
AREA: 5,400 Sq. Ft.
N 13' 30' E
574.79-
JOSEPH W. & EVELYN M. HOMA
LOT 14 BAKER LANE INDUSTRIAL PARK
PIN: 54-7-14
ZONED: M-1
USE: MANUFACTURING
ONEsrRY
HGHT- , AREA: 51400 Sq. �t.35Max.
mw�
PAINTER-LEWIS, P.L.C.
302 SOUTH 0RADDO"C"K STREET.SUITE 200
WINCHESTER, MIGNA 22601
(540) 662-5792
0
34
TRIP GENERATION:
PACK-I'T INN MINI -STORAGE: FULL DEVELOPMENT
MINI -WAREHOUSE:
Ln('T)=1.053(Ln (X)) + 0.659 (WEEKDAY) X = 32,550/1000 -> 32.55
SAY* 33
T = TRIPS/DAY
X = 1000 SF OF FLOOR AREA
TOTAL:
Ln(T)=1.053(Ln(33)) + 0.659
TOTAL
76.8 TRIPS
77 TRIPS/DAY (WEEKDAY)
ASSY.
ASSEMBLY
B. F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BP
BREAK POINT
CG-2
CURB
CG-6
CURB & GUTTER
CG-6R
REVERSED PITCH CURB & GUTTER
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMPA
CORRUGATED METAL PIPE ARCH
C.O.
CLEAN OUT
0
DIAMETER
EOP
EDGE OF PAVEMENT
F. F.
FIRST FLOOR
F. C.
FIRE CONNECTION
FG
FACE OF GUTTER
Go.
GAUGE
GV
GATE VALVE
HDCP
HANDICAP
HP
HIGH POINT
HTR.
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SE
INV
INVERT
LP
LOW POINT
MPD
MULTI -PRODUCT DISPENSER
MH
MANHOLE
NDC
NOSE DOWN CURB
N.T.S.
NOT TO SCALE
OHE
RIC
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PL
PROPERTY LINE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RED.
REDUCER
R-O-W
RIGHT-OF-WAY
R.O.
ROCK OUTCROP
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
TO BE PRESERVED & PROTECTED4,
T.B.P.
T. B.
THRUST BLOCK
107
TEL.
TELEPHONE
TC
TOP OF CURB
TYP. or Typ.
TYPICAL
UGE
UNDERGROUND ELECTRIC
WL
WATER LINELa
WIVI
WATER METER5'R
RADIUS IN FEET
Virginia Dep
artment of Transportation
Staunton District
Rev 7/95 page I of I
GENERAL NOT -US FOR ENTWCE PLANS
VDOT GILT �1- NOIA V1. Al work on this project shall conform to the latest
editions of the Virginia Department of Transportation
(VDOT) Road and Bridge Specifications, and Standards,
The Virginia Erosion and Sediment Control Regulations
and any other state, federal or local regulations
appl!Ld011e. in thp, evert of conflict between any of
these standards, specifications or plans, the most
stringent shall govern.
V2. All construction shall comply with the latest U.S.
Department of Labor Occupational Safety & Health
Administration and VOSURules & Regulations.
V3. when working on VT)OT right of way, all traffic
control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT1s work
area protection manual. Furthermore, all traffic
control flagqers must be certified in accordance with
VDOT1s January, 1994 (or latest edition of) Road &
Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to
regulation, control and safety of traffic may be
subject to change as deemed necessary by VDOT.
V5. Prior to initiation of work, Contractor shall be
responsible for acquiring all necessary VDOT land use
permits for any work on VDOT right of way.
V6. If required by the local VDOT Residency Office, a
preconstruction conference must be arranged and held
by the engineer and/or developer with the attendance
Of the contractor, various County aclencies, utility
companies and VDOT prior to initiation of work.
V7. Contrac tor shall notify the local VDOT Residency
Office when work is to begin or cease for any
undetermined length of time. VDOT will also require
48hours notice for any inspection.
Ve. The Contractor will be responsible for maintaining
adequate access to the project from the adjacent
public roadway through construction and maintenance of
a construction entrance in accordance with the
Virginia Erosion & Sediment Control Handbp?Lc,Sec 3.02.
Furthermore, access to other propertm affected by
this project shall be maintained through construction.
-,FINAL SITE PLANN
A P F `R% 0 V E D
A _,v
TP'ACK-IT INN
MINI -WAIREL"IYOUSE STORAGE FACILITY
SHT. 1/3: COVER SHEET
SHT. 2/3: SITE PLAN AND MISCELLANEOUS DETAILS
SHT. 3/3: DRAINAGE DIVIDES AND LANDSCAPE PLANS,
WATER LINE PROFILES, AND DETAILS
APPROVED THE ZOMNIG ADMMSTRATOR
COUNTY FREDER GMA
SITE PLAN SHALL BE VALID FOR A PERIOD OF
(5) FIVE YEARS FROM DATE OF APPROVAL.
SHEET- 1/3
FILE NO.: 9801005
1.5" SM-2A
3" BM-2
8" 21-A
COMPACTED SUBGRADE
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HEAVY
PAVEMENT DETAILS
N. T. S.
LIGHT
2" SM-2AL BITUMINOUS
CONCRETE SURFACE COURSE
8" 21-A
COMPACTED SUBGRADE---
NOTE:
HEAVY PAVEMENT SECTION TO BE INSTALLED
IN THE ENTRANCE ROADWAY TO THE END OF THE CURB RETURNS
LIGHT PAVEMENT SECTION TO BE APPLIED
TO ALL OTHER PAVED AREAS
I
Ex. Pole
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-40'-15"0 CMP O 0.50%
STORM WATER OUTLET
CONTROL STRUCTURE
NOTE:
SEE LANDSCAPE PLAN FOR
FENCING AND BUFFERING REQUIREMENTS
BOLLARD DETAIL
N.T.S.
6"0 CONCRETE -FILLED STEEL
_T PIPE (PAINTED YELLOW).
48"
FINISHED GRADE
3I0"
1 _ 18"0 CONCRETE (3000 PSI)
NOTE:
e DENOTES BOLLARD LOCATION
M & M PROPERTIES
LOT 12 BAKER LANE INDUSTRIAL PARK
PIN: 54-7-12
ZONED: M-1
USE: MANUFACTURING
33 13' 30" W
584.450
(4)BOLLApn�
-
574.78
JOSEPH W. & EVELYN M. HOMA
LOT 14 BAKER LANE INDUSTRIAL PARK
PIN: 54-7-14
ZONED: M-1
USE: MANUFACTURING
4' -�
-�
,.
•
• - 'A•.
4 • A • A •. '
• •
• ,
• • • • • •_ _A__ The bottom of the curb and
---- g."« may be constructed
parallel to the slope of sub-
2. surface courses provided a
minimum depth of 7" is
This area may be concrete- moentained
at the option of the contractor
HDCP SYMBOL (WHITE)
SOLID BLUE BACKGROUl'
HANDICAP PARKING DETAIL
N.T.S.
1— HANDICAP SIGN
3' Min.
i 8' 1 +
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
+ 8' TYPICAL FOR VAN ACCESSIBLE SPACES &
5' TYPICAL FOR OTHERS.
EX EP
HANDICAP SIGN DETAIL
N.T.S.
PANOO10 12" x 18" STD.
Lam- J
12" x 6" STD.
STD. U-CHANNEL POST
u�
- -- PROP. GROUND
o RESORVED
l") PARKING
L - [T,__�]
VAN
ACCESSIBLE
m rn
6" San
Lateral
Ex. SAN. MH
Top = 689.61
6" Inv. In = 684.07'
6" Inv. In = 684.07'
8" Inv. Out = 683.94'
FIRE LANE SIGN
N. T. S.
12" x 18" STD.
STD. U-CHANNEL POST
— PROP. GROUND
NOTE:
PLACEMENT TO BE AS DIRECTED BY
THE FIRE MARSHALL
N m z
D I - 80' - 18"0 RCP
I O 2% GRADE -+
N p w\ 2 ea. 18 ES-1
r 2 go. III END SECTIONS
92 8
I EIG5 Inv. In = 685.60
SIGN HNOTFTO R I III Inv. Out = 684.00 Z
EXCEED 25' (TYP.) m
o AREA: NOT TO I 88.2
EXCEED 100 S
o TT
8-7.8 II 688 Ln
' U W ..
rr p --
I I
92.8 •P- TC 3 R rn f III I III r �O � m
TC i �� 4 / Z
II I 6 ��J = w
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1N I
N .50 3' C
T U
,R 91.50 87.0 3 = J
28.41' TC II I� IIIX
.92.
OD a
o �+
\ I I o IIIm
i III i
D 00 I Z
i-- 20' o Cr' III
(TYp•) ° "Drun) rn II /
92. 91.5 X
.. _ a°
- i�°�
II I
EX. 50'-2Tx20" CMPA
o
22.D3_ 7 I O 1.02%
0' I III Inv. In = 683.39
3' C RBo Inv. Out = 682.88
t�-
\ I �
-
'R
-� 92.8 5III
p 05 Ex. SAN. MH
NDC III Top = 686.69'
v 6" Inv. In - 680.28
M I 8" Inv. In = 680.12'
�I III 8" Inv. In 680.12'
=
_ I 8" Inv. In 680.11'
Ex. Pole
Ex. Fire
688
Hydrant
6 6,
9, dQ 619
II
Im ml1
HALF TYPICAL SECTION
AT END OF TAPERS
N. T. S.
This curb is to be used when 12' +/- 12' 2' 30' R n
design speed is 40 MPH or less Max.)
on Rural highways and 45 MPH or Nft: Calslb. orb 9 gutter havnq a radiusMM7tM LOPE = 1 4": 1' I
less in developed urban 8 suburban of 3Wor im (along face of curb) shot --j
areas. be p@W for as radial comitwation curb 8 !G-
•► III
71 _
This ileh+ may be precast or cost in plots. � .. ...... -
1I
Concrete to be Gosa A3 rt cost m plots, 3" BM-2 I-III—� I I=III —III—I I —I I AGGREGATE EXTENDED
4000 PSI i}
precast8 21-8 III I I I_.I 1' BEYOND BACK OF
CURB & EP
COMPACTED SUBGRADE
ONCE" COMBINATION 6u CURB 8 GUTTER
05 VIRGINIA DEPARTtMEN7
Of
502
TRANSPORTATION
* * INSTALL VDOT CG-12 HANDICAP
RAMPS AS PER VDOT INSPECTOR.
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TIMOTW PAIWTB
No. 18260
IONAL ��G~
SURVEY: C.I.:
RITCHIE 1'
SURVEYS
DRAWN: JOB NO.:
TGP 9801005
SCALE: DATE:
1"=30' 01-05-97
SHEET:
2 /3
FENCE DETAIL m
STORM WATER MANAGEMENT POND N.T.S. oT DO NOT prune terminal
OUTLET DETAIL 77 leader or branch tips
N.T.S. -
11 I I I I I—
�g
2x6 TOP RAIL
WELD 3/8" STEEL PLATE
°°I I TO END OF BARREL CONCRETE SLAB i i 1x6 BOARD, — I zz
CUT OUT 3" DIAMETER ORIFICE I I( I I i i I I I I FRONT & BACK „x6" I �
O
IN PLATE AT INV. ELEV. = 689.5 / n I I I I I I I I I I I T2 AIL ANAILS t
CUT OUT 1" DRAWDOWN ORIFICE
IN PLATE AT INV. ELEV. = 688.50 i i (EA. RAIL)
0
Prune narrow crotch angles W
T 12 I I , , I and water spouts
CUT INLETS FLUSH WITH SLOPE
i DO NOT stake or wrap
Ln i I trunk unless necessary
12" CMP RISER Prune broken branches
I I I- 8'-4x4 POST ®8' O.C.INSTALL W.W.M. SCREEN OVER STANDPIPE I Remove tags and labelsPLAN 2x6 BOTTOM. RAILAPPROX. EX. GROUND
W
i 40'-15"0 16 ga. CMP ® 0.50% ATTACH RAILS S POST Q
PROP. RA W/ 3-10d NAILS Prune suckers C�l
TOP OF BERM = 691.25
7 ► " (EA. RAIL) l ,
ti ,°a0'Z i i i i Cut away all balling ropes 2"-3" mulch kept away from trunk
RI TRIBUTARY 100 YEAR W. S. E. = 690.76
O
10 YEAR W.S.E. = 690.39 ► Remove top of wire basket I Soil well to contain water
,0 T 13 °aos 2 YEAR W.S.E. = 690.02 1 1 14 11 12" DIA. POST HOLE,
TRIB(i�TARY #T Ia-irmo.A i I- I FILL W/CONC. i \
-- UNAMENDED backfill soil l l
,. ire
��' Widen and score hole wall J
.�—\ I --- Partially backfill, water to
\ 1 5"x1 2" CMP TEE NOTES: �j� ' C settle soil, finish backfilling
PRESSURE TREATED MATERIAL #2 , . Remove container and cut circling I BARREL INV. = 688.50; 12" RISER INV. = 690.75 ALL LUMBER SHALL BE S.Y.P. 9 LLJ
�" .•�•'
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. roots if container- grown, or as much Area for water drainage Q
-0"L x 3'-0"W x 0'-8"T CONCRETE SLABS FINISHED SIDE TO FACE ADJACENT PROPERTY. g Leave solid soil pedestal - do not (pipe or tile could be installed)
CENTERED ON OUTLET PIPE & SET ON burlap as possible if field -grown Z
10:1 SLOPE OF BERM dig deeper than ball depth j Q N Z
■ Z ,Q
N
PRE —DEVELOPMENT DRAINAGE DIVIDES PLAN PROFILE Di hole 2-3 times root ball width p a- CrT
N.T S W
TREE PLANTING DETAIL o C =J
N.T.s. W U 0
OQ o Cl-
hNTI�/� NC'L' CUNSTRUCT'ION OF A SILT FENCEFENCESILT' FENCE DRO � w � � Z
`"['ONF, (0N,�' 7'R tIC, TION r (WITHOUT' WIRE SUPPORT') PROTECTION
I SET THE STAKES. 2 EXCAVATE A 4"X 4' TRENCH
UPSLOPE ALONG THE LINE OF z w .• WOOD FRAW
DROP tNt.[T
7W Ift EXISTRaI STAKES WITH GRAZE W
PAVE'WNt
MIN. HEIGHT OF ROCK PHASE II - "i y.l 6TAAx. T - Z <
OP CHECK DAM TO BE 18" \ / !� I.S' NAX _ _ - `R Q
T- F TO PS Mu PHASE I i (rr7"#IE PfVH f
r lr TER Cl.Ofll (;' NR7. A crtPTN]+AI / _ J
NC? F LANDSCAPE SCREEN zY � � i-- ---_
SF SIDE ELEVATION�-
�.�N Y
TO BE INSTALLED AS
PART OF PHASE I
14 ea. - 6' PINUS STROBUS F �1 E,<rs„Nc GRouND �� %/ li' >- ck:�
0 40' o.c. - 1 ROW ( F W i
S 6' CHAINLINK FENCE TO PS MU I I _ -�.' ' -- -- I I I I I GATHEP
EXCESS U
O __ 10' NIII. I I I I I f— —,��. Al CDRNERS
1 - 6' PIN STROBUS ° e v CK 4 6 ea US S OB S FEN TO PS Mu I I ' -� IJ IJ U —�
I SF —
STAGGERED ® 8' O.C.i O - 3 STAPLE FILTER MA1'ERIA1. 4 BACKFILL AND COMPACT Q Q N
I P to NRl THE EXCAVATED SOIL
B[pg /4 F ` - X �20 .�.0 6' SF IT STAKES AND EXTEND
�� � � is,
FENCE I 12� N1N.• � v���fr IT INTO THE TRENCH
w 12 ea. — 6' PINUS STROBUS PERSPECTIVE VIEWS
W
wSTAGGERED ®8' o.c. -�_ sTA10E Q Q Y
SLOG,
34 ea. - 4' FORSYTHIA p ) .a°' r' P. -.oa¢o I anal I i Wool n - \ toLsto�»+E ATNACE
INTERMEDIA (WHIPS) O TEMP. 6• FENCING cOuasE Ac�asEr�Tr I - /y I — I--
p e TPA"I' DEVICE �� 0 r AaRIc --IN i � W �
Fop P I PLAN VIEW ,/^�' n - N1N F_ W (/') 0 RASE , or ItIGRE55 Afit1 ECRISS
0 2' cc - 3 ROWS 3 d u INSYALLED FNCING TO BE I ' Musr �n'Er�O ruEl MT1I /L - I j (f� ~ W
I(D I 1 I �► f.PrRA -f Z
I YD CHAINLIN I I) � / PWW / L� 1 �1111 1 W C7 W
SLOG.DBLE. LEAF K FENCE rn , _.- - - -------- 1: ION. ( 4d- Y Ln LY_
O 00 Q
GATES CHAINLI
2 ea. - 6' ACER RUBRUM ,/a ` ° - Fa2-� -
B m' T 3 Woo SHEET
(PE
RSPECTIVE V L TIONELEVATION OF STAKE AND �'--
I Q O J W
SF I N d I , Z li« CL DE PAIL A= W J O
RAINAGE ` ' �.20 I O (�J FABRIC ORIENTATION
W Y
SEMENT A� n 2 ea. os I Q N ru.TER Cluni SECTION A -A I r l► I Q Q }-
18 ea. - 6' PINUS STROBUS A E=17,961 SF A TRIBUTgRY 6' ACER RUBRUM I 70 J -- A Q m 3
STAGGERED ® 8' o.c. 97 --- --- rc
#2 S A
__ e•-r _ A I e A,,
I TEMPL ' FENCING Tp BE ° POST -DEVELOP OP - SPECIFIC APPLCATION Z
t ' mk+. INSTA � D0 --- — � M Z
OR PHASE I oDRAII-DE DI ED CONDI110 ` THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE F- Q
INACTIVE ems. /D VIDE, OP I I �' -' O
r F 1 .. ,,_ �• --• INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER U (-
BUFFER °92 20 Z
7'R�BU1'q _ 1 � •' THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLAWS (NOT � (�'� �-!
TRIBUTARY #1 I I - EXCEEDING I C F' S ) ARE TYPICAL THE. METHOD SHALL NOT O � ~
., O
APPLY TO INLETS RECEIVING CONCENTRATED FLAWS, SUCH AS
Bra g Si DRAIN SPAM POINTS A SHOULD BE HIGHER THAN POINT It IN STREET OR HIGHWAY MEDIANS -�
n ) Ma F - gl REINrORGED ECINERETr ' DRAINAGEWAY INSTALLATION
6 INL I I SECTION B-B - (FRONT ELEVATION)
CHAINK FENCE I '9� 32 ea. - 6' PINUS STROBUS -_ ------__.---------_------------------- --
STAGGERED ®8' o.c. - -------------- O
TO PS MU 2 ea. I O
�I 6' ACER RUBR�U F
�I^c. 6' PINUS �STROBt;S 6' CHAINLINK FENCEII I I N r-)
I rn Cn
� r
TO PS MU N 'n Ln
/ I I I I I
NOTE:
N N N
6' FENCE IS TO BE INSTALLED TO SUFFICIENTLY EROSION &SEDIMENT CONTROL AND c / I ( I Cn
D c0 c0
Y .� O O
ACCOMMODATE THE LANDSCAPE PLANTINGS.
LIMITS OF CONSTRUCTION TO BE CONFINED LANDSCAPING PLAN Z o�' O It
TO THE PROPERTY BOUNDARIES AND IMBODEN DRIVE R-O-W N.T.S. o EX. GRADE 0 >
m PROP. GRADE
OBTAIN LAND DISTURBANCE PERMIT FROM FREDERICK COUNTY C)
PUBLIC WORKS PRIOR TO ANY GRADING OPERATION. Z V pD o
� L N L
PLANT LIST
SYMBOL
QTY.
COMMON NAME
BOTANICAL NAME
SIZE
REMAPM
2 -2.5
0
6
RED MAPLE
ACER RUBRUM
CALIPER
"
34
BORDER FORSYTHIA
FORSYTHIA
INTERMEDIA
4' TALL
2 0.C.
3 ROWS
106
WHITE PINE__r
PINUS STROBUS
6' TALL
EX. PVMT. TO
ZI BE OPEN CUT L
v TO INSTALL 36" MIN. COVE 0 '-
FIRE LINE V) 3 H
N
i / a
direction of satfMlg b be approved wi« to In61811ahon 21
STANDARD PIPE BEDDING DETAIL WATERLINE
WATER MAIN EX AN. SEW.
N.T.S. ��tiTH OF y
I�
if,, re"Od oonuete DOA 1 -6' sq t 6" deep
t ; /1C8L
MAR r
IN. j( J
EROSION &SEDIMENT CONTROL KEY "'"' V) o
3.02 TEMPORARY STONE o 0 0 o ii4o 0 0 o ; t: 8" O.D. 8" Q U TWTH*,_C PAINTER 9
CONSTRUCTION CE 0000000000000000000I I- I II O Z N0. 8260
ENTRANCE10_0_Q_0�f0;fQ!f0y0yQy01o0 00000000000000
0 sFINAL BACKFILL _ - — , - II � co O 1.0
s«e» type,
3.05 SILT FENCE SF star Slone to be rminanurP "tea trench width _- - ' l 00 HE
m =
X X --X var've boy ' .+ as required L+-t �'S G
I. a F- �A ton of to _ Op CAREFULLY COMPACTED — �; 24" X o SIONAL
3.07 STORM DRAIN _ SELECT BACKFILL _ —
6' dia schedule 40 3' Ll �, o CV O
INLET PROTECTION "1e°a'"�+` ., steel Piterlledwith _ Ij I 6" DATUM! ELEV + + �+ + SURVEY: C.I..
_ .�:.. and 7' I� 6T5.00 RITCHIE 1,
_ yellow e a fi I IIIfl
3.18 OUTLET PROTECTION OP �, _ y I I' lL.
SURVEYS
v .•+ 0 -L O STONE AGGREGATE _i I O O O O O In O 0
Is"die II o 0 o In In N In In DRAWN: JOB NO.:
V-6- 6„
3.30 TOPSOILING TO TO }y mecharT,caiprTt concrete 3.— TGP 9801005
} - -- _ T+I (3)0i o000 rn rn rn rn 0) S'wwel lee with encasertlenl I i— I- I I f�) I— l I. cD eD cD e0 cD cD c0 cD
st. 6' bench concrete
3.32 PERMANENT SEEDING PS thrust block 1+00 2+00 3+00 4+00
SCALE: DATE:
60LtARDD�I911 WATERLINE PROFILE AS NOTED 01-05-97
3.35 MULCHING MU MU FIRE HYDRANT ASSEMBLY
SCALE:
FIa s HORIZ.: 1" = 50' SHEET:
VERT.: 1" = 5' 3 /3