HomeMy WebLinkAboutPegasusBusinessCenter_2tifGENERAL NOTES
1, The property delineated on this plan is located at the intersection of Route 645, Airport
Road and Route 776, Bufflick Road in the Shawnee Magisterial District in the County of Frederick,
Virginia. The owner proposes to construct a 22,400 square foot, two story building for general business
spcice on Lot 40A.
2, Owner/Developer: Contact: Mr. Kevin Adarns
ADAMS-NELSON & ASSOCIATES
401 Pegasus Court
Winchester, Virginia 22602 Telephone: (540) 667-2424
3, Engineer/Landscape Architect:
PAINTER-LEWIS, P.L.C. Contact: John Lewis
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 'Telephone: (540) 662-.5792
�A,
CONSTRUCTION NOTES
1. The eyisting utilities shown on these plans are based on available information,
The, CONTRACTOR sholl be responsibte for detprrnining the exact location of all
utilities before cornmericing work and for any ciclmoge�; which occur by the failure to locat
and preserve these utillitips, If the CONTRACTOR should encounter utilities other than
those shown on these plans, the CONTRACTOR sholl immediately notify the engineer
and take the necessary and proper steps to protect the facility and assure the continuonc
of service,
2. The CONTRACTOR shall have approved construction drawings prior to the start
of construction, At least one copy of approved plans and revisions shall be kept on-site
all times.
EPOSIONJ AND SILTATION CONTROL NARRATIVE
Project
escription
The dev-loper
proposes to construct a
22,400 Square foot office building and 0
600 sqluOr'e foot storage building on two lots c� taining
approximately
4,6 acres. The total area of disturbance on the site is approximately
2,0 acr s. St.rm w ter run ff will b to on
e 0 Q e directe
existing
Storm water conveyance system
A detention facility is located off-site
near Bufffolo Lick Run,
Existing
Site Conditions
The site
is currently used cornmerciol
office space, Slopes ranc
,le frorn 1,0 9 to
approxiimatefy 5,01%.
Adjacent
Areas
The site
is bordered on the east and
north by the Bufflick Road right-of-way,
The par(rel
to the vest
Off-,
Site
is zoned 82 and is used
Areas
for commercial purposes, The land to the
south c�ontains the Route 645 riqht---ofwOy,
No off §te
disturbance or construction
octivities are anticipated,
Critical Areas
U`)
No crificil
areas have been identified on the site,
W0
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST
10 FT MAX SPACIW WITH
WIRE SUPPORT FENCE
6 F1 MAX ';PACI#-L^ WITHO
WIRE SUPPORT FENCE
the plons,
'The parcel Property Identification Number is 64-A-.40A, 3.02 A '2'w by 70'1 temporary stone construction entrance with wash rack will be consttructed at the proposed access to the cd I ristrUCtion
4. Parcel 40A contains 4.1801 acres, 3. Cut and fill slopes shall not exceed 2-horizontal to 1--vertical unless otherwise, called for oil Erosion ond Sediment Control measures
The property is recorded among the land records of Frederick County in the name of C. area, Th entronce shall be maintained in a condition which will prevent tracking or flowv of mud onto the public rights-of-way, This may
Douglas Adanns and Kevin D, Adams, 4, Controlled Fills: require periodic top dressing with additional stone or the washing and reworking , of eyisiting Slone s conditions demand and repair
and/or (leoriout of any structures used to trop sediment, All materials spilled, dropped, washed, or tracked from vehicles onto ro'cidways
A. Controlled compoction shall occur in all fill Sections for pavement, trenches for or into ftrrn drains must be removed immediately, The use of water trucks to remov, _PONDING 111�
UtilifleS and in other areas as designated on the plans, 0 materials dropped, washed, or tracked onto �NDINO H�T
5, Survey information shown on these plans is based on U. S. C. roadways will not be permitted tinder any circumstances, STEEL
FFER FA RIC
A ACH S CURELY
G. Datum and was. provided B. Controlled fills shall be compacted to 98% density as determined by methods 3,05 Silt fence will be installed in selected locations downstrearn from the construction (areas as a first measure of constructicirl Silt HIGH MAX T
S� UP ASM
by Marsh &. Legge, Land Surveyors, PJ_C. A reference benchmark has been established at the per st,andord proctor ASTM D 698. Density shall be verified by a qualified fence will be installed oround the downstream side of the topsoil stockpile, Silt fences s8holl be inspected after each roinfoll and ]at least 370 9ST IDE OF 11�0 I,
bolt on the top flange of on existing fire hydrant located near the west boundary of the propertry, soil$ engineer,
The elevation is 734,40, daily durng prolonged rainfall, Any required repairs shall be made immediately. Domoqedl, decomposed or otherwise ineffectiv silt,
fen" shill be replaced, Sediment deposits should be removed after each storm even , 1� IThey must be removed when deposits re ch *!LNM 1-H
S,d to conform A
approved in writing by a _� :" �, ��g
Zoning: B-2, Business General District w/Airport District Fley RA004 _11.!�
C, Controlled fills sholl be compacted in 8 inch lifts (loose thickness) to the approximotely one-holf the height of the barrier. Any sediment deposits remaining in pIcace after th,e silt fence is no longer ee ed shall
6, Site Data -- Parcel 40A Area: 4.1801 acres specifiied density, beginning from the existing ground surface, unless otherwise be dress with the existing grade and stabilized.
-Tech Overlay qualified soils engineer.
3,09 Ter-riporary diversion dikes will be installed along the southern limits of the propos5ed soil borrow area around the downstr4m
Use: OFFICE D� The surfaces directly beneath areas to rp
':,fr4 D : A 1 ,ceive controlled fill are to be cleared, onstructed with the on-
Arterial perimeter of the work area, The dikes will be c site materials on(d will be seederl with +f, T i
vviury beeung mix
U �.4 U r Z, �J Provided -- 0 grUbbe!d, and stripped of topsoil, immediately after installation, The dikes shall be inspected after each rain storm and relpairs made to the dike, flow channel, or,�Outlet as necessary, 12" MIK
The area is then to be scorified and compacted
2" MIN.
Collector Street Setback: Required -- 35' Provided to a depth of 6 inches to the some density as the controlled fill to be place 3,13 One temporary sediment trap will be installed as the cutlet control structure for th)e temporar)y diversion dikes, The trap will be constucted with I
44" TRENCH
- 61'+ 8 5'+ d thereon, on site ateriols and will be seeded with the temporary seeding mix immediately after tinstollotion, *The (rop shall be inspected offer each rain storm WIT H COMPACT
GRAVEL
Rear Yard Setback: Required 0' E, Fill rrmterial shall be taken from approved borrow areas, It shall be clean soil, free and repo rs as necessary, BACKFILL ED
Side Yard Setback: Required 0' of roolts, woody vegetation, oversized stones, rocks, sandy Soil, or other 3,31 Temporary seeding in accordance with the E & S Std & Spec 3,31 will be applied to the topsoil stock pile and all areas which
Business Sign Setback: Required --- 10' Provided 10' objectiionable material, will not de brought to final grade within 30 days, Embankment or excavated slopes dentuded for a period of greater than 30 days sholl be STANDARD DETAIL ALTERNATE DETAIL
Allowed - 35' German Millet, All temporary Seeding areas will be mulched in accordance with the scherdule included herein,
Maximum Sign Height: 5. Blastiing is not permitted within 25 feet of existing utilities without owner permission, temporarily seeded and mulched, To coincide with the anticipated construction dates, the seeding willf consist of 50 pounds per ()cre of TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL
Maxii-nurn Building Height: Allowed - 35' Proposed --- 32' 3,32 All listurbed areas will he stabilized by permanent seeding in accordance with the schedule included herein, The anticipated
Maximum FAR: Allowed -- 1 0 time for construction is July through December 1999,
Proposed Total Floor' Area = 44,800 SF = 0.246 6. Pavement and storm sewer materials called for on the plans refer to standard VDOT desi nations, 135 All le,-oed areas will be n-itilched in accordance with the schedule included herein. NOTE�
Temporary Seeding 1. INSPECT AND REPAIR PENCE AFTER EACH
Minimum Landscape Area: Required -- 157. 7, BENCIHMARK: top bolt on fire hydrant -, elevation = 731,91 STORM EVENT AND REMOVE SEDIMENT WHEN
Proposed Build i rig/Pavement Area = 123,500 +/ SF or 32.2% landscape area SEED T+E PATE MIN, PI,)RITY(%) MIN. GERM,(%) NECESSARY,
Sept 1 -- Feb 15: 2, REMOVED SEDIMEW SHALL BE DEPOSITED
8. All roidli indicate edge, of gravel, edge, of pavement or face of curb as applicable. Annual R)egross 50 lb/oc 98 85 TO AN AREA THAT WILL NOT CONTRIBUTE
7. Landscaping Requirements� See Landscape Notes. SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
Winter Ry� 50 lb/oc 98 85 STABILIZED.
9. Where� plans call for ry-icitching Pxisting pavement in the, public right of way, May I -- Aug 31 � 1 SILT FENCE SHALL BE PLACED ON SLOPE
8, Parking Space Requirements Lot 40A: the CO�NTRACTCIR shall provide cut joint or asphalt overlay as directed by VDOT. German N illet 50 lb/oc 98 85 CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FEK ICE
Property Line Setback: Required --- 5' Provided -- 5'+ or
Office -- 44,800 SF Required - 1 per 250 square feet = 179.2 spaces 10, All disturbed P.O.W. monuments are to be replaced and verified by a certified land surveyor Feb 16 -- Apr 30�
Existing Spaces 101 regular spaces including 5 Accessible Spaces per ADA at the CONTRACTOR'S expense. Annuni ry gross 71) lb/cic 98 85
Provided Spaces 121 regular spaces including 4 Accessible Spoc , es per ADA Mulch: 1,5 ton/oc Small grain straw
Fertili7er� 1000 10-10-1() DIVERSION RIDGE PEOuIRED
Total Parking Provided 222 regular spaces including 9 Accessible SPCJC�es per ADA 1 1� All construction and materials proposed for the public, right of way Shall conform to WHERE CPADE EXCEEDS 2% OR GRE'ATER
VDOT standards and specifications,
Permonen Stabilization P m _4�1
Ai
r ctor sholl sto ROA
The cont
bilize all denuded land within 7 days offer the end of consfructi(on, Permanent Stabilization Shall be, appl,ld to
9. Handicap Accessibility: 12, Fire lanes Shall be delineated as directed by the Frederick County Fire Marshal, areas tl�)& are to be left dormant for more than one year. During
HC parking spaces sholl have a maximurn slope of 1:50, construction of the project, soil stockpiles S,11011 be stabilized �'or protected
with Sediment trapping measures, The contractor is responsible for the temporary protec1ion and permanent stabilization of
13� The CONTRACTOR shall obtain permission from adjoining property owners prior �il FILTER FABRIC
HC romps on the site shall have detectable worning surface per ADAAG 4,7 and 4,29, Stockpiles on site as well cis Soil intentionally tronsported from the project site, 'The conitroctor shall establish veq n all -ireas not
HC romps Off site shall be constructed per VDOT standards, to conducting any off �site construcJion activities, otherwise stabilized according the followino specificatiom �etation ,) oil " SECT10N__A_-_._A
14. The (CONTRACTOR shall coordinate the relocotion of the existing utilities with Seedbed F reparation:
'10. BUffe6nq Requirements� the appropriate Lifility Company as necessary, a, Scarify top 'I" to 2'* of soil after final grad" have been chi vd, SPILLWAY USE ' NOWS, STRAW SALES
0 e 0
T h e a d b, Add 3 ons per acre pulverized agricultural limestone(140lb/1000sf), SEDIMENT BARRIER OR HER APPROVED METHODS
Jacent zoning which is B2 requires no buffer, The odjocernt zoning which is MI (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN
3OW distonces, it SEED TYPE RATE MIN, PURITY(%) MIN, (,EPM,(%) AS EQUIPED,
requires on A type buffer which is acconrimocloted by the existing r'o(ld r 1 5� All s"te and building lighting Shall be installed to avoid spill-over onto idjoining properties Tail f0scuf 60 lb�oc 97 85
Red clover 8 lb/oc 95 65 SUPPLY WATER 70 WASH
NO
_?SPI1L,WA,Y
0" HER
V To HANN
AS CQU16
WHEELS IF NECESSARY
1 The proposed building lies within the Airport District which applies lirnits to Ladino ciover 8 lb/oc 9 r_� 65
the height
of structures, The parcel lies within the Transition Zone onc.l the r`nOxirnurrii heigf-it of
Nurse dependent)
the building controlled by the Transition Zone, The criteria applicable to the building Sept 1 - Feb 15-
height are as follows� i
Annual Ry� gross 12 Ib/oc 98 85
'The Trarisitic)n zone begins at a point measured 500 feet (,)long the horizontal plane from Winter, Rye 12 lb/00 98 85 0 'Ile
S Itants, Inc-, and at' May 1 Aug 31: Cr ruiv
the centerline of the I"Ll"'w0y as established by DELTA Airport Cori u PLOW
German Mi let
,et MSL (is stated in Section 165--9,8 of the Frederick County 12 lb/oc 98 85
an elevation of 720 fe
or
-tically for
Zoning Ordinance, Frorn that point, the height limit increases one foot ver
q%lkl
Feb 16 Apr 30: <
every seven feet of horizontal distance. The corner of the proposed building neare'st the Annual rye,3ross A 1� A WASHRACK 2"3` COURSE
12 lb/oc 9 8 85 1, 11'r, , :, . �t . I AGGREGATE -, :`:� ly -S
runway centerline is 10001-/- feet measured perpendicularly to the center-line, The, Mulch: 1,5 ton/oc small grairi Straw MIN, 6" THICK
maximurin height of the Structure at that corner must be less than Fertilizer! 1000 lb/ac 10-10-10
'791.00 feet MSL, The proposed building will have, a rrioximurn h-ig t of 32 f e
[0000 --- 500) 7] -4- 720
or
e
A:
0
cy V,
below 1. Erosion control proctico�,ss Shall conform to the requirements of the Virgi6a Erosion and Sediment Control Handbook,
from finished floor elevation, Therefore the finished floor elevation must be of or
2, All perimeter sediment control devices shall be erected prior to any land disturbing alctivities and shall rennain in place until ',he
7�9,00 assurring the horizontal distance to the centerline remains at 1000', site is full.� stabilized, Z DIVERSION RIDC�
See Study #00-AEA-0246--OE from the FAA I=
3, The contractor shall Perform overlot grading to provide, positive drainage and Preclude ponding of water, All off site grading
and constdiction is to be done with the property owner's consent.
70' MIN,
'12, The site contains no siqnificant environrnental features,. FIRM Community Po 4, Cut and fill sloPeS sholl be graded at a maximum of 2 hori7ontol to I vertical unless otherwise sipecified on the plans, 0
_nPI No. 5, 'The limits of clearing and grading are, limited to the property boundaries,
510063 1225B shows the site to be in Zone C, outside the lirnits of flood plai , n, PLAN
CL
(3� 'The Contractor sholl obtairi'a land Disturbance Permit from the Frederick County Public Works Department orior to Q�
inititating cny site work, NOIES�
13. The site coritains no outdoor storage oreas other than (,I trash Storage area, Trash will 1, THE ENTRANCE SHALL BE MAINTAJNED IN A
be, contracted for rernovo CONDITION THAT WILL PREVENT TRACKING OR
I by the, individual tenants, FLOWING OF SEDIMENT ONTO PUBLIC RIOHIS..
OF-WAY, THIS MAY PEOUIRE TOP DRESSING, TEMPORARY
REPAIR AND/OR CLEANOLIT OF ANY MEASURES
14. 'The site contains no outdoor, pole-- mounted lighting, All building mounted lighting fixtures USED To TRAP SEDIMENT, GRAVEL
will be designed to deflect glare away from adjoining properties and streets,, 2� WHEN NECESSARY, WHEELS SHALL BE CLEANED J"kk
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY,
3. WHEN WASHING IS REOUIRED, IT SHALL BE DONE CONSTRUCTION
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT IRV
OR SEDIMEM BASIN, ENTRANCE/EXIT
4� INSTALL CATTLE GUARDS AS CALLED POP ON THE PLANS,
LENGTH (IN 1,T.)=
FREDERICK COUNTY SANITATION AUTHORITY NOTES 6 X DRAINAGE AREA
(IN AC,)-
1, All sanitary sewer and water supply construction Shall conform tO the current Standards of 6 X 1 5
the Virginia Department of Health and tho Frederick Crmrity Sanitation Authority
(the "Authorjty")� COMPAMD SOIL
2, Water Service will be provided by an extensiori of the Frederick County Sanitation WOMEN: I FLOW
CLASS I RIP--PAP
Authority water main located adjacent to Bufflick Road. A flow test was conducted by ,,,---DIVERSICiN
the Frederick County Sanitation Authori J, DII<E
ty on January 3, '1996 on the fire hydrant located
J,
on the northern boundary of the Adams parcel, The results were as follows: ORIGINAL GROUND ELrV,---,' DIRECTION OF FLOW 4,,
Static pressure: 70 p�s,i,
P,t A
open flow, 1061 q�p,m, �, 1,
40 p�s,i. 67 Clj_ YD� /1,5 ACRES 4"
residual pressure: rl+,i��-,�,,�.11.,
0
(1(00 CU, YD.)
4,5' MIN,
DIRECTION OF _FL.QW,.,
1 'The CONTRACTOR sholl coordinate with, and arronge for inspection by, the Authority,
m J
`NRARY DIVERSI" 1 DIKE
4, Exact locations of water and sew(-,�r Services on now lines are to be coordinated with TEMPU
the Authority's, inspector. DffSJ1Q_N_Q_F -ELQW, ...... .. ..... ... U 1\4
J-
liness, The location of the top and the termination point of the lateral are to be Coordinated 67 C11 YD, /1 5 ACRES
-ity sholl install all water and sewer services that connect to existing -FILTER CLOTI-
5, The Sanitation Author
EROSION SEDIMENT CONTROL KEY
ossistant enginee�r, An applicfition for service,,--, rnust be made and fees paid, (100 CU YD, EXCAVATED) FL,EVATION
with the Authority's - Tno"ER CLOTH -ORIGINAL GROLINID
AGGREGATE** EYCAVATED AREA AG('�PEGA7E,
SS I RIP.-PAP 3,02 TEMPORARY STONE
n')aterials for and rnake, CONSTRUCTION
6. The Authority shall t(-.jp all existing water lines, They will furnish th( C LA
-- ('ONTRACTOR ryiusf nnoke application for and Pay the cost of this work, �.Tmt�� CE
the tap, The C
'7, The Sanitation Authority maintenance department is responsible for the installation of "COARSE AGGREGATE SHALL. BE VD0T #3, #357, OR 305 SILT FENCE SF y - ------
A
U RAR"Y/ SEDIMENT TRAP DET/A I L ..............
water rneters, Before a Permanent rne.ter is set, they require: 1) the frarne and cover- 10, T E M P"'
be properly aligned with its moter box and yoke bar� 2) the frarne and cover to be set to OUTLET (PERSPECTIVE VIEW) 307 INLET PROTECTION
the final g
rade of the lot; 3) the distance between the top of the cover and the yoke bar
be between 18 and 21 Inches; 4) all C on-iporients of the meter box asserribly to be Jr) 3.09 TEMPORARY DIVERSION
DWE
proper warking order. It is the developers responsibility to have the rneter box
ass,ernbly instollecl correctly.
3.13 TIEMPOPARY
SEDIMENT TRAP
8, 'The contractor shalf hc,-in a new line to on existing rnanhole by (,ore drillin fl� k 1
nov
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IN C, LEWIS
No 21621
118 C`(JTLE'r PROTECTION DATE:
(f
A double check valve, backflow prevention assembly is to be, installed on any line', re
up 12JUNE00
OrL domestic) that goes into a building' The assembly is to rneet ASSE Standard No, '10,15 3,31 TEMPORARY SEEDING SCALE,
Or '1013, If the assembly is rnounted inside, a building, a remote reodoi,it is require.d.
NA
3,32 PERMANENT SEEDING,
C� I':
3 35 MULCHING NA
DWG:
P E G 3 S H T2'
S(JRVFY�
NA
DRAWN:
P1 C
,)(',)B NO,:
9908012
SHEET:
M