HomeMy WebLinkAbout021-98 Lenoir City Co. of VA (Lot 31 - Stonewall Ind. Pk.) - Gainesboro - Backfile (3)GENERAL NOTES VDOT GENERAL NOTES 4 LEGEND VICINITY MAP
EXISTING INTERMEDIATE CONTOUR 7,3 I ,r, SCALD. 1"= .zo _.__._ r q \,
the construction the • h l r I t 1. All l w< on t shallconform, p i r t CO
V r e z
1. Method and materials used in .h� constru .tion of .h _ irnpr ovemen.ts herein shall conform fa rn to, the current V work _, this project s ,o to the latest edi� c is o. the Virginia D _partrnent of EXISTING INDEX CONTOUR 3aQ I
STOW E WA L L I N DU 5Tla4 A L w {
County construction standards and specifications and/'or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion C-Da 00
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 � � J r 'r � rr-,
e control erosion i C' r ' c i t" on serving " silt oshns during construction, t r W r�Ar'-K Q�... � Q7 � .g. cJ .= �J G'=
2. Measures to _antra er..sron an-d n_f_adrn� detention ponds ..e g a.� s L I d g t a ' licubte. In the event of conflict bet+treen any of thhese standards, specifications or , e � �r- ,_ ___.... _._... ��_��P. _-._..._ ._._ a .n �
must be provided prior to issuance of the site development permit. '?he approval of these Tans in no way Pp f p EXISTING EDGE OF PA EMEN-t 2
p P pp P y plans, the most stringent shall govern. PROP E: P � y� � '�` � � = �? CN
relieves the developer 4r his agent t responsibilities contained in the Virginia 'r,totion and Erosion - PROPOSED EDGE OF PAVEMENi / � � cs F � � Pa J: �
rr� of he rPJ>
Control f,anrJbaol<:. V2. All construction shall comply wtith t`he latest U.S. Department of Labor Occupational EXISTING CURD AND GUTTER --4 � ._-_.. EX C �_� -_ --. _ -_ � ��� � °C � � `f C o
3. A. permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation I Safety & Health Administration and VOSH Rules & Regulations. �� `� o c'
PROP C&C t-' a as QLn
-(VDOT) crud Frederick County prior to construction in existing State right-of-way. x PROPOSED CURB APJD GUTTER m � a �, c1 J-7 a � � r a) X
V3. When working on VDOT right-of-way, all traffic control, whether permanentor ten7parary, C - r r ., t c this
r,. { r Ce of entrance ce permit
b /['}'lT , s 1, is
4. Approval at hr� Iart �,Ge.� notguarantee i�tst�a,,�.� .,, an etltra,h_.. er m � � VDOT Callen .1u�i, permit i� -. _ , _ _ � .. _ . n �� 6._.__ �._ .._._ ._.nCi'�R__.____
p r' p y I shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-'6 10 i:G-6R
required under State law. Furthermore, all traffic :control fla gers must be certified in accordance with VDOT's I I` � � /�' � t- h rr)
-, _ a ,v _. 1 •1994 o r -•; s g � - Bridge e£ . is tion ,, t �_; EXISTING TELEPHONE LINE �voMoEp
The exact location of all guard rails will be determined by DOT personnel. A Join,. inspection will be held January, _1 (or ,u e�t edition �.) Road � D,•cage Specifications, 5_L.ion 104.0, ��
with the Developer, County Representatives, ails Representatives of the Virginia f�epartrrhent of Tran sport ff PROPOSED TELEPHONE LINE __ __ _. -., ___ .___v.._...__._ _.r ___.__ ..__ .__ ._ HrGH U� N b c
P y P g Hc7cL_ 57. RTE. 37 S
I �� a will P developer I V4. Design features relating to construction or to regulation, control and safety of traffic: may I r,,
' where guard rail and/of paved ,.it_hbs will b., needed. ih., d.welope will be 9 �� g Y I r, , r. - __ EX. 15 RCP
_ _ �T I LL as rrr
� VD�7T) to determine if and
s of be. subject to chance as deemed necessar b f VDOT. EXISTING STORM SEWER __-� �_.�-M w.�:.. ___..:M_.�.._....___ t- F
responsible for providing guardrail end paved ditche.:. a-> d.�4e=-mined b;�t this joint irispe:�tion, Refer to j .s Y � 2
Yi
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. � Y PROP. i� RCP U.5. R-TE 5zz 151TE - �' ;ZEPl3Uo '
V31. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED S71ORM SEWER. -_- �-
6. Ana roved set of Ions and all applicable perrnits must be available at the construction site. Also, a r +
PP N � � applicable k � land use permits for any work GCE VDOT right--of-way.
representative of the developer- must be available at all tirTies. EXISTING SANITARY SEWER IS SHEET INDEX r--
- V6. If required b the local VDOT Residency Office a reconstruction conference must be PROPOSED SANITARY `EWER - s-------�------ -
!. Warning signs, markers, barricades or flc� rrret should be in a�:ccrata+hoe wi'h the Manual on Uniform Traffic
� ? y P RO OWED 4f '�C _ _r �Y_ -- - � �y
g g 9 - , �.�_._ >
i I orranaed and held by the engineer and/or developer with the attendance of the � _. � _ ! i Q � ��= 0
Control Devices (M CD)- } EXISSTING ELEC'TRIC'� SERVICE -__ ___.._._____ ___.______..u_.-_._ __.___._-__ i IV '> >
contractor. various County agencies, utility corrhpan'es and SJD3.f. prior o initiation of work. I �0 a
8. All unsuitable material shall be removed from the construction limits of the roadway before placing r c ,r,^7 rSERVICE �_ � _� �- I COVER SHEET SHEET 1 OF 4 i
r, + < r �., t VDOT I PROPOSED ESE ,RIC �� _.__ _. ,.__.__ ___-____ I {
embankment. 47. Con shall norifv he local 4DOT Residency Office when work is to begin or cease for PLAN SHEET 2 OF 4 OZ' - �/ : -a_ y
c r . r, of „wr any undetermined length of time. VDOT will also require 48 hours notice for any r EXISTING GAS LINE P PROFILES AND DETAILS SHEET 3 OF 4 � < 0
9. All .pavement sections on the approved plans are bused on ,a rninimum r� BR value 10. CBR values rest � l � cr 0 � ? !
than 10 will require revised pavement section retared b' Greenway Engineeriin and ap roved u the owner. inspection. ; GAS - ____;-e___________.. y LANDSCAPING AND SHEET 4 OF 4 � c-"' t�_ l
q p p li �' - _ � g ' IJp ' -� '- Y � PROF 05EC aA.. LINE _ .� �' H
r1
EROSION & SEDIMENT CONTROL 4 `� g , � <.r-.
10. All roadside ditches at graces 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 _ _ l h > c-a
on the plans and as required at the field inspection. i adjacent public roadway through construction and maintenance of a.construction entrance � PROPERTY Y LINO ! - � rn >
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE _...- _- - - fi_ ri 0
11. All springs s shall be capped and hoed to the nearest storm sewer manholes or curb inlet. The pipe shall ' n
p pp piped p P Furthermore access to` ether -ropei ties affected b this project shall be. maintained � � �. � u
� , y � j � PROJECT INFORMATION � a
be rninirnur;i 6" diameter and conform. to VDOT standard SB-1 I f FENCE.INE ._._.� --M. ;; � __.._. -- .__,�_...__. , s Ly
through constructlon. � __.._ �__ _ __ ..__ _ _ -.._ �___ __ _- __ _ __._ � � -. � `L 0- L. V)
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than � EXISTING POWER POLE f 'r j LOT SHOWN __ LOT 31 - STONEWALL INDUSTRIAL PARK � ; � uj cn � Q
one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is ar•hieved and maintained on the site during ' fi° 0 Q � w
P 1 and at the end of construction. EXISTING TELEPHONE POLE L� KAAGISTERiAL DISTRICT -; GAINESBORO '��rAL StT Pf_ `;i �, L;�_ o
13_ he contractor shall Provide adequate means of clean.in, mud from trucks and/or other equipment rior to � - i'�
p q 9 /P 7 PARCEL._ IDENTIFICATION_i O,__ 43 -19 - 48 r'R_ �'cD i1 � * 3
,� .. _ responsibility rl +. _ ,1t WATr I1 w , T ,
-entering public streets, any it is the contractors tors to clean streets' allay dust, and to toke 0 s - - „ � EXISTING WATERLINE W/ TEE
g P � Y V1 �. All water and .ewer I,rre� within existing or proposed VDOT right {.,f wa,• are to hove LOT ��..�... �.a
p ,. ,t�•
r ( } } e e t ,
w r v r I maintained r� T, hatwve measures are necessary _o insure .ho,� file street air., nra.nta n�c1 in a clean. ,nu� .trod aunt free -� _° . ,. • ( � � ... _Lit. , ,AREA 6.6358 ac
n^,irhirh'run-r 76 cover arid', when possible, to be injttalled under roadway d'rarnage facrlrtre:s_ PROPOSED WATERt_1PJE �d/ TEE -w w --�/ ��••1-
condition at all 'times.
_ DISTURH'�U AREA. 6.5 ac t
• V11, An unusual subsurface conditions encountered during the course of construction shall be l EXISTING FIRE HYDRANT CURRENT ZONING M1 I 1
14. � Notification sf-ia11 be given to the appropriate utility company prior to construction of eater rind/or sanitary y ,, g �
t r immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT I'CORNFIELD�
sewer !mils. information should a'rst� be- obtained from the appropriate authority concerning permits, cut CURRENT_�SE
vicinity until an adequate design can be determined b• the engineer and approved b� VD'0-. EXISTING � _l�
sheets, and connections to existing lines. Y 9 Y 9 pp } �kISTING WATER VALVE PROPOSED USES_ (42) - MOTOR FREIGHT TRANSPORTATION
,.t r •� sewers water u t. - -,i. constructed - ._-� tcurrent � � .PROPOSED, r. TER R m AND WAREHOUSING WITH AN OFFICE
15. Ar, . anr�ary �c were sins main and appur_enarice� shall be in accordance Witt, the { r r aA.� , FETE:, Q
1f JI �. Alf undercut areas ,:�r td borrow material shall Lhe inspec�ed and approved by IDOT inspector��' w ,
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority- prior to placement of fill- EXISTING REDUCER W DO W ( z►- CNN
'I 6. The location of e'xistin - utilities shown in these Mans are taken from existing records. It shall be the € PROPOSED REDUCER w SETBACKS - BUILDING: CORNER LOT PARKING; FRONT: 25' �_ � IZ�'Z�" �
y g V1 I o ' �, t _ ssubsurfaceri l cind , c ,fll r utility / , rills h l � � i r wu- W
c, r c , „ e exact horizontal •v location existing t, s 3. �{ r-crdw�y fill, Dave, material ra oa l< I of r ti ty�sta sewer trenches steal ( FRONT: 75' SIDES: 5 (J) � y
_Sofro tcr� responsibility to verify the �cc�, t ho.,_untal cons vertical .G�a,.ion of :ill r�rlrtre a. neededC w;-'
- be r_t a e in lifts o � f theoretical m xim rn density determined b 1 STOP ,:,fuv ( -
prior to construction. T1,e contractor shall infornn the engineer of an conflicts orrsing from his existing �o rl�a.t d 6 s t 95 a o t e L I a , r� y as Y r SIDES. 25 (50 per BOCA for this use) j � � m
y AASHTf T--99 Method A, within plus or mi nus 2% of optimum moisture for the full width I p RAMP ( -1� ,t �
utility verifica ion and the proposed co,nstructior. � ¢� I HANDICAP RAP (�G 2)
J of any dedicated street right -of --way. At he direction of VDOT Inspector density tests DENOTES, LOCATION OF STD VDOT _ � � � � v � W
rt _ �. S: Y. _ { r CG-12 AND CAR JURISDICTIONAL � BUILDING HEIGHT- MAXIMUM - 60 PROPOSED less than 60 with final design � � N 1z
17. The developer will be responsible for ony damage to the existing street_. and utilities which occurs as a performed by a qualifies Independent agency shall be conducted as required in the VDOT � ,� , Q'17-
h ! - } STAND ARi3 OR
CONSTRUCTION ii � � ,1• � � 3
result of his construction project within or contigl.lous to the existing right-of-way. Road and Bridge Specifications. A copy .o, all tests shall be submitted to VDOT prier to 1 1 : (NV\ p�
p firhol '+'DOT approval, PARKfING li`1D1CAl0R '$2 , f SIGNS: PLACED ON BUILDING l0` iglu >� W0
18. When
di ,� f f '1 a i 'e.r s {- utilities,
+e s of i r ; involved r ie } `i NtL
.>. �1 ,,, i r�ra,Jin.J is proposed within t~cs_.ztant � of u _.,Mies, ret��r., , l,errrr.�sio,t frarr? cl. ,c�mpar7rt.,� il�olcATLs THE r,i3SDR � TYPICAL pAR°�rNc SPACES �--`-> i ,
must be provided to Frederick Col nt• Sanitation Authority prior to issuance of gradin • and i� L ' I
501
r + Y y P grading. rr si`e V1 4. VDOT Standard CD and UD unde:rdr-ains shall be installed where indicated on these plans i OUTDOOR LI 7f 1TlI�IG: PLACED ON BUILDING SEE DETAIL, SHEET 3 OF 4j � 'd 4N �`�
development permits. and further where determined necessaryby VDOT Inspector. TEST PIT LOCATION <a,;� I (
p I � OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED
19, The developer will be responsible for the relocation of any utilities which is required as a result of his _ r �
project., The relc•.tcat.ro.t Corals be done prior to construction. If. , The .n.-,tafratrc_r, of an entrances Sited mailboxes within arr4 dedicated street right--of--wayF.A:R. s�A.LQ I ATI PARKING CALCULATIONS
i VDOT
i � 'y fir,. 'the °i. F'IANDI>L�AP #�ARKIi�.C7 � i I/`✓, I'� 1
, ` I
" 1 shall meet Jtr7C'� t rhhirhirn;arr�h design standards ;�3r7d r., Lf1r developer's responsibility, 1 _
20- These plans identify the Iocatiran of all known grovesites. Gravesites shown on this plan will be protected { i REQUIRED = 1.0 TOTAL TRUCKING TERMINAL & WAREHOUSE � N � r N
t discovered r 1 to - _ 0 Q
it cc �rd nce with state e , In .he .vent rov si s sireduring th c mil ler and t f r VEHICLES PER DAY COUNT I PHASE 1 PROP BLDG. 52,500 289,057 0.18 1 SPACE PER EMPLOYEE i 0
� a G a at fay+ ., e g e to ., �u ng e 1 �1 r. 1f required ,may the local VDOT Residency Office; copies of all irhvo,r_e� far materials within � t r00 / _
- II
-engineer must be. notified immediately an dedicated street rfcht-Gf-wa Ciro_^,t be c�rovided to the VDrJI 1ns��ctor riot to r 1 PHASE Z = i rvfl.. t3LPG.+ &X . = 75,5do = n.2c7 oFFIGE I�PAGE/Zoo s to SPACES
g Y+ f j, 1 i,` P PROPOSED BUILDING ENTRANCE °� r To-rA(, C-MPl-o (EES l5
1: T;ru contractor acceptance o, work. Unit and total prices may be obscured.
ROP
2. he c n t t � and notify Greenway Engineering . � . �r � to verify field conditions '�,-irtand d:arinc�,, cOfrlf�trl{�'t!s''! •`^-c .� _E,
at (540) 662: , 85 imrnediateiy of any discrepancies between actual field conditiarE._> and the approved pliant I V1 Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT :fit._ TOTAL REQUIREb 25 SPACES
t-, i fill compacted ,% r density s determined e markings must be installed by the developer or, at VDOT s discretion, by -DOT or) an � Z� PACES PROVIDED
22. Controlled „I,s shall be ��mpacted to 95,E of maximum c.ensr_y a� aete.m,.1�d by m_thod A per standard ,
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. i PROPOSED STREET NAME' SIGN Jr- f HANDICAP PARKING
professional engineer and results submitted to Frederick County prior to pavement construction. If o _ i
PROPOSED SANITARY LATERAL CLEANOUT f 1 PER 25 = 2 SPACE REQUIRED
geotechniccal report has bet) prepared, it should supersede the. requirements in this note. ._r ICALCULATIONS_
TRIP GENERATION DATA � _ HANDICAP VAN ACCESSIBLE SPACES.. PROVIDED = 2
23. Contractors shall notify operators who maintain underground utility tines in the area of proposed excavating SANITARY MANHOLE iNDENTIFIER � 12 I * INTERIOR REQUIRED * LOADING SPACES
. y P �
or blasting at feast two (2) working days, but not more than ten (10) working days, prier 'to commencement I -- , �.• f 1 SHADE TREE PER 10 SPACES = 4.1 REQUIRED: 1 PER 40,000 SQ. FT. •
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines _ D STRUCTURE . � I � GREEN AREA = 5% OF PARKING LOT = 598 sf * 1
p g CLASS USE GROSS sf No. OF EMPLOYEES TRIP RATE VPD STORM aRAfP�,RUCrt,I=E IDENTIFIER 1° 1 DOCKS PROVIDED
in Frederick County appear below. Tl..ese numbers shall also be used to serve in an emergency condition. - -- - - _- -_ --- ----- -- --- * 1 GROUND LEVEL
750 OFFICE l -
l * INTERIOR PROVIDED * GARAGE DOOR,
150 � WAREHOUSE ' 2500 i 11.4 sf der Vpp 21.9
WAREHOUSE 15 3.89 PER EMPLOYEE 58.3'S EASEMENT LINE - �. _ �._ �_ _
4 SHADE TREES PROVIDED
I 770 sf OF GREEN AREA
Water/Sewer: Frederick County Sanitation Authority - CENTERLINE
P.O. Box. 1877 TOTAL 277.35 ,
�r Ga i I EXISTING SPOT ELEVATION ' 0 s * EXTERIOR REQUIRED *
Winchester, VA. ��6.04 iIi 1 SHADE TREE PER 40' OF PARKING LOT
(540`) 868- 1 OG1 PHASE 'Z i , i i
I PROPOSED SPOT ELEVATIuN 11 PERIMETER = 56et/ 40' = Iq TREES
Phone: Deli - Atlantic (5o iwAr2-EHoLie7 i N� A `�A ME T 3' HEDGE BETWEEN R/W AND PARKING LOT
i EXISTING ,REE DRIP LINE _ _ _.. _
P.O. Box 17398 I `�
� t e __ _ i -- *EXTERIOR PROVIDED * O� .a
Baltimore, MD 21 �9 i
(30,) 954-6282 11 L EXISTING TREE 15" OAK -,� 1S" PINE 1 13 SHADE TREES i�f- Ora
. S UTILITY i �,�iJ ,_�? , 7 � I A CONSTRUCTION NOTES
'"-;, �' OAK � 3' EVERGREEN HEDGE
• _ ,vll S
r ____. ___- _ _ �... �_ �__._ _ -____ _ -� _ __ _�__
Power: Allegheny Power
P.O. Sa, PROPOSED TREE
x '14.58..
1: Water- and sewer lines care to be constructed' in accordance with these plans. The lines �.
Hagerstown, MD 21741 � � Q
1-800-654-3317 shall additionally meet all requirements`crf the Frederick County Sanitation Authority. � � � 0
ads: ShenandoahGas Co. 2. The contractor shall coordinate with, and arrange for inspection by. the Authority. � � ,U
P.O. Box 2400
Winchester, VA 22604 3. Exact locations of water and sewer- services or, new lines are to be coordinated with the � � Q f" Q3
(540) 869-1111 � Authority's inspector.
Q
4. Water laterals that crass the street shall be in PVC pipe. The pilpe shall be 2--inch---jl-�SHEET
r� � �t
l diameter SD°R2'? or Schedule 40. It shall run 2 feet beyond thenear side and far side �IT
� COVED SHEET
sldewaIk. ' - _� � �. _ _ � _ �_�.- - D
� o
1 5. The 'anitation Authority maintenance department is responsible for the installation of
water meters. Before ,;a permanent meter- is .Set, they require; 1) the frarne and cover to vPrciX �. SBTH eca Name: Project Number:
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set tc, t � ,� �
the final grade of tote lot; 3) the distance between tlhe top of the cover and the yok bar �' ��0 0�2��'7 r� r�5987
between 18 <and 21 inches; vancl 4) chil components of the meter box assembly to be in { �,
proper working order. It is the developer's/conctractr's responsibility to have the meter i q.,
box assembly installed correctly.
Sr Wigisterid District. Date of Pion: (Month, Day, Year)
� yaIVA�
6. The Sanitation Authority shall 'install all water and sewer services that connect to existing � ! a/ / /
lines. The location of the tap and the termination point of the lateral are to be
coordinated with the Authority's assistant engineer. An applicator) for services must be I Owner: Address, Including Zip Code & idephone No.
made and fees paid, PROFESSIONAL. SEAL SIGNATURE 30 Ricketts Drive
1 L7tY"lr iS T. !� In vriichester, VA 22601
T '
i. The Sanitation Authority shall tfal., all existing water- lines. The will furnish the materials THESE PLANS ARE Ili! CONFORMANCE WITH I `540 678-- 1110
- g � Y � )
for and rh°Cooke the tap. The contractor must n,a't�e appliccition for and pay the cost of FREDERICK COUNTY STANDARDS AND
this work. ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, lnduding Lip Code �i Telephone Nn. 3 r Drive
6 Ricketts D, ,
IN THESE PLANS SHALL BE APPROVED BY Ricketts ' ' �`" inc. Winchester,
The contractor shall tie-in a new line to an existing manhole b core drillingthe manhole. + t C.0., t,,C. Winchester, VA 22601
THE ZONING ADMINISTRATOR PRIOR Tit, (540) 66'2--4164
CONSTRUCTION. DESIGNED BY: GAO
9. A double check valve backflow prevention assemblyis to be installed ors an line (fire or � Enciineer Certifying Pion: Address Including Zip Code & Telephone No.
into rr,. is �._, Y t { 9 P l f51 Wind Hill Lane JOB NO_ 2067
domestic} that goes ,n o a buildling. T`he. assembly t;, meet ASSE Standard No_ ;015 1 y
or- 101". if the assemblyis mounted inside a building, a re of t � C � � neeri 3 Winchester, VA 2.2602
g, rn�te readout is required. I •.�1��,�1-l�'VCIv ��? li.t., t ii1
(540) 662-4185 SHEET 1 OF
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NU15ER DELTA RADIUS ARC TANGENT C44ORD
,13 N 0
Cl 86054215" 4090' 60.61, 31.w, NO2 *53'54"E 5502' u T On �
C2 IS005'31" &WOO' 22S.54' 116051 N36 048'20"E 22826,
C3 85003'33" 5000' 1423' 4526' NbS*41'11"E folfoO'
C4 201,12,5811 9,34.33' 35105' 11131' 511*41'25"E 34S23'
C5 18*11'30" 914.W' 2W50' 146.48' 18*48'09IT 28328'
C-6 113I091011, 20im, 41B3' 3406- 00151T 34AB'j
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`5U F2—FA 6, E SECTIONS
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(P.5. 5131 , PG. )
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DATE: 8/16/97
SCALE: 1 " = 40'
DESIGNED BY: AS-MDS
JOB NO. 5987
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Erosion and Sediment
control Stindards
1 Permanent or temporary sal stabilization shall be spoiled to defsrdled areas within seven days
aver final grade is reached on any portion of the site Temparaly sleN el taggebart dw be
applied within seven days to denuded areas that may nor be M &W graft but wig iematn
dormant for longer than 30 clays Pennant stabilization shale be applied to areas that we to be
left dormant for mom than one year.
1 During construction of the protect. soli stockpiles and borrow areas shall be stabilized or
"Wed with sediment trapping measures. The appheart is responsible for the temporary
Protection and permanent stabilization of all sod stockpiles on age as well as borrow areas and
sod Intent onally transported from the project ate.
3 A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established until a ground
cover Is achieved that Is uniform, mature enough to survive and will inhibit erosion
4 Sediment basins and traps, perimeter dikes, sediment barrens and other measures intended to
trap soctorn t shah be constructed as a first step In any land -disturbing agNrty and shall be
made functional pion upsweep land disturbance takes place.
S StabNkallar fl400044 shall be applied to earthen structures such as dams, dikas and
divefsMM bwmodMnq haw Installation.
8 Sediment traps and sediment basins shall be designed and constructed Used upon the total
drainage area to be served by the trap or basin.
a The miwnum storage capacity of a sediment trap shall be 134 cubtc yards per sere of
drainage Bras and the trap shall only control drainage areas less Irian three wig.
b Surf" runoff from disturbed areas that is comprised of now from drainage we"
greater then or equal to three ores shall be Controlled by a sod risnl basin. The
minimum store" capacity of a sadrent basin shag be 134 cubic yards per we of
drainage area. The ouf ad system slag, of a minimum, maintain the structural integrity of
the basin during a M1wenty-Me year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth conOMiort or those conditions
expected to exit while the sediment basin is utilized.
7 Cut and fill slopes shall be designed and constructed In a manner that wool minimize erosion
Slopes that are found to De eroding excessively within one year of permanent stadlization shall
to provided with addlllonal slope staMlizirg measures until the problem is corrWad.
8 conce,7rsted runoff shoe not flow down curt or fill slopes unless contained wthln W adequate
temporary or permanent channel. flume or slope drain structure
0 Whenever water seeps from a slope face, adequate drainage or other protection shad be
provided.
10. As storm sewer inlets that are made operable during ConsWction shall be protected so that
sedmem-laden water cannot enter the Conveyance "win without fist being nkww or
otherwas treated to remove sedirmert:
11 Before newly constructed stormwater conveyance channels or pipes are made operations.,
adaquale outlet protection and any required temporary or permanent channel lining shall be
Installed in both the conveyance channel and receiving channel.
12 When work in a live wWMcowse is pieform d. procauions shop be taken to matriza
encroachment. control sediment transport and stabilize the work area to the greatest extent
possible during construction Nonerodible material shall be used for the construction of
causeways and cofferdams Ear w for may, be used for these structures if armonned by
nonerodlble cover materiels.
13 When a INe watercourse must be Crossed by construction vehicles more then twice in any
six-month period, a temporary vehicular stream crossing constricted of ronefccuble, malenal
shag be provided
14. As applicable federal. OARS and local regulations pertaining to wo*wQ In or crossing live
watercourses shag be rnat
IS, The bed and banks of a water course shall be stabilized immediately after work in the
watercourse Is Completed.
16 Underground utility ones shall be installed in accordance with the following standards In
addition to ahei appacabie cmens�
a. No more than 500 linear feet of trench may be opened at one time.
D Excavated Mato" shah Do placed on the uphill side of trenches.
c Effluent from dewatenng operations shah be filtered or passed through an approved
sediment trapping device, or both. and discharged in a manner that doss not adversely r
affect flowing streams or off -site property.
d Material used for beafiiing trenches shah be property compacted in order to miryir ize
erosion and promote stabilization
e. Restabdustionhall sbe accomplished In accordance with thets ragulalionnst
,Applicable safety regulations WWI be compiled with.
17. When ConstM1"l1Dil WWkW access roues Intersect paved or public "Mas,provisions shall be
Wads to minimize title blsspoit of rudlmat by vehicular tracking onto the paved surface whorl .
OaNRNnt is transported a N a parr or WAk fbed surface, the road surface snail be cleaned
*Afoif" at ale and of osab day, awstn«d galas be removed from the roads by shoveirg or
StaalepYlill ON WAp~to a »as ild - tdf l gaillaW ale Street Washing shalt be allowed
only after slewrlala M riensved in a* AIalMlaf. Tillie provislon shall 40ply to IncWKk* .
developrrientleft aswrlbas10"W01tt diNg"adNities.
18 All lemporw efalaa and oodbmrd oOrlb ' WplewM as 11f� allae
btrltarte§W MYt 30 days stttaf „
final site 9 Nldr or afttN AMa�aas r0 aviom
authorized by the local so areas
row" from the disposition df ! fair No plela► N 11 41110110ltnd 14prevent
further WoOon lend sedtntert&ti7n. w m \
19. fr100MMaa aAd iaahlMeys dblsmirea h hditdrYl0nlMnt etas shay pt0Yc7ed from
rate of t rmwat .a,l lea+ M d w a(ia p.at,�«,
rate of stommvatar AMmdfr for Una 24dtonr staofdarnce with
the foilowig "Woo No at
Erosion and Sediment Control
Narrative
Protect Description
The site is located in the Stonewall Industrial Park on the corner of McGhee
Road, Lenoir Drive, and Century Lane. The purpose of this protect is for the
construction of a trucking terminal if warehouse facility with an office. The first
phase writ be a total of 52,500 sf and an additional 25,800 sf will be built
later This narrative will be for the 52,500 sf and the proposed entrances,
�r
parking area, and trucking thruway.
Existing Site Conditions
The site currently is a cornfield. There are no creeks, streams, ponds,
wletlands, or forests, ,lust a cornfield.
Adiacent Properties
The adjacent properties are owned by Lenoir City Co., PolyProcessing, Allen
R. Knotts, Century Graphics, and Gary Vansickler.
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duTE �Z GATE D ETA I L
N o o e- \ ��P os The soil condition ar soils
( 7 T 9 � LE � s e taken from the USDA Soils Survey. The soils on this
7�8 E x TFz-E E 5 To site are Chilhowte silty clay foams ( #88 ) and Oaklet silt loams ( #32B )
BE Wit= MovE p PETAI L -n E50APLO FENCE A P l-;U N D These soils have slight erosion hazards and moderate to severe wetness
pL1M F'5Tl: ER Pap when excavated.
Erosion Control Program
�06 0 Install silt fence
`. . .\ _ d GGLi E'e RDad �fe Install constriction entrance with wash rack
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war- width 86 / 0 install culvert inlet and outlet protection
r - ,��0 _ - - Rill<se� rjB 584 0 Install a temporary sediment trap
t i, . - 268 0 Clear and grade site
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;_.LE\44TIC'• ;,' �_ f d i 9 e ( rrtFly wl+l� f ( a I h I ill '-a 1 ter
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f Er 1AA Vbt Na►� � of Plavt�I•�� J
O \X /A\1. Topsoil will be spread at a minimum depth of 4".
a Concentrated storinwater discharged runoff leaving a development site shall be dischaed
directly Into an adequate natural or man-made receiving channel pope or storm sewer
system. For those saes where runoff Is discharged Imo a pope system, downstream
stabilgy analysts at the outfits of the pipe or pipe system shall be performed.
b Adequacy of all channels and pipes shall be venfied in the following manner
1) The applicant shall demonstrate trial the total drainage arse to the point of
analysis within the channel is one hundred tines greater than the contributing
dranage aria of the project in question or
Z) a) Natural channels shall be analyzed by the use of a two-year storm to
venfy that stormweler will not overtop ChanrW bards nor cause erosion
of channel bed or banks, and
b) All previously constructed men -Waft channels shell be analyzed by
the use of a ten -yea storm M vi>I1all that stomhwaler will not overtop Its
barks and by the use of a twb•year storm to demonstrate that
stormwater wet not cause wooion of channel bad or banks, and
c) Pipes and fNagr aleMIM Systems shall be analyzed by the use of a ter -
year storm to ila* that flamayster will De contained within the pipe or
system
c If existing natural receiving channels or previously constructed man-made channels or
pipes are not adequate, the applice t shay:
1) Improve the Channel to a Condition wham a len-year storm will not overtop the
banks and a two-year storm wall not cause erosion to the channel bed or banks:
or
2) Improve the pipe or pipe system to a condition where the ten-year storm is
Contained wNMft the appurtenances: or
3) Develop a site design that will not cause the pre -development peek runoff rate
rom a hvo-yesr storm to increase when runoff outfalh into a natural channel or
will not cause the pre -development peak runoff rate from a ten-year storm to
increase when runoff oufalls Into a man-made channel, or
4) Provide a combination of channel Improvement, stomtwater detention or
other measures which is settafactory to the plan -approving authority to prevent
dowinsbaalm erosion.
d. The appecaig rills provide evidence of perm ision to make the omprwomems.
a AN hydrologic analyses stoat be based on the existing woWWWd charact611311 x and
Uri iiahmate development of the sublets project.
f if the applicant chooses an option that Inducies stormwater detention he shall obtain
approval from the buWy of a plan for maintenance of the detention f saltles The plan
shag set forth the maintenance requirements of Cie facility and the person responsible
for performing the maiterranca.
g. Outfas hem a deloorKI rn facility shay be discharged to it receiving Cannel, and energy
di"Wers shad tle placed at the outlay of all detention facilities as necessary to provide
a stabilized transition from the facMay to Una receiving channel.
h. An on-sdo channels must be venfled to be adequate.
i Increased volumes of sheet flows that may cause erosion Of sedimentation on adjacent
property shall be diverted to a stable outlet adequate channel. Pipe or Woe system, or to
a detention facility.
} In applying these stormwaer runoff cmeM, individual Nils or parcels In a residential,
commercial or ondustrW development shall not be corisrdered 10 be separate
development projects Instead, the development, as a whale shoo be considered to to a
single development project. Hydrologic pMsmelerlI that relied the ultimate develeprrAm
condition shag be used on all engineering Calculations.
k All measures used to protect propertlas and waterways shall be employed in a manner
which matimizes impacts on the physical, chemical and biological Integrity of rivers,
streams and other waters of the state.
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00)
4"'jIi.9TL. TUISING ALL. Go1CNaV_-7
AND G6111TB94 To BE S►Her WIRLPeP
WITH rLATE9 661-1IHO WELD iOtHT9 l"X&" 2vU6H 5•AMIN
6GDA11< rLAN M11
'•.`J�1'�(. ? 1.��. ZuK to
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1 rt-ATG'} T4 RE E a TO 5E
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\ 2. Pulverized agricultural limestone will be incorporated into the soil
PP,� OSEP \ ��� E Z �P 2� `.w.." ? / at a of 92 lbs per 1000 sf ( 2 tons per acre). }) ecl e p}'o posed �(e1- nee vt H C JQ e
3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 sf ( 1000 lbs per ( J
Taxis E5aczafa EkA ll
aNTh,ANGE (oN , \ `�- 1l i / acre). a a ri ( 9 5 Yew
W W f� H �7°tG \ / 4. Seed mix will consist of 67 /e Kentucky 31 Tall Fescue and 33 /e
I fr R-� 62 u I RE c7
o r Sercia Lespedeza. T fa (o
\ I. vl ey<N \ / / 5. Straw mulch will be applied to all seeded areas at the rate of 35M 0"1 a r-t- , 3' } 1
i-a ll of t iota 0{ �lavtf9
aTE - Ibs per acre and anchored with cutback, or emulsfied asphalt
vTALapplied at a rate of 200 gallons per acre.
YELL EL'
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Maintenance Proia
I The contractor will inspect all erosion and sediment control measures after each
rainfall and at least daily during prolonged rainfall. Damged 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 Sediment will be removed when sediment volume reaches approximately one half of
the wet storage for traps
4 Permanent erosion control measures inckWe the establishment of grass on exposed
surfaces disturbed in the construction process
Phase 1
I The site will have all silt fence and inlet/outlet protection for existing culverts
installed.
2 The construction entrance with wash rack will be built
3. The construction of the sediment trap will built and site graded in such a way as to
insure runoff goes into the trap
P_!1g35r_z
1 The new entrances with 15" RCP's will be constructed with inlet and outlet
protection
2 Upon final completion of site and all inspections by respective agencies completed,
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.
Oki i-o age V1
'Q��its may-* " P H A e7E `•
Be �st 2 Dt7 /^ ;. '.,' 1. All vegetative, stiuctwai groom ad edtncnt F09
r .rind be aleartllcied saev aintsine�l L 1
>r-� to SW� maiadslead4"Okauoa Ice From I (eI P(�olec (oV1
@rite
P HA er E H sod Vvyinis Vit 625-02-60bosion and
sediment Control RsIVAlations
Z;' ��^ r 2 The convector will install the silt CenccO �roPok�( Out Icf prof�fic�r� ,
contruction entrance, a temporary sediment trap,
0 and inlet protection for culverts as shown on the site
\ �oyj plum prior to or as a first step in clearing
3. Within seven days of reaching final grade, the O �od GonSff U G I loV1 �i�L�ra �Ge
\ fr contractor will htutall petriarnent sixdiryl to AN I? E IZO'51 0 N A ItiIItIttitil P
dismirbod �
t t I 1 I { 4 The contractor will contact the plan approiing 11L C
% i �t tit authority erne week poor to commencement of land sF Fro
r G lit G
:X disturMrng activity and one wed prior to ttic final 1 O
' ' \ impecbon
5 The contractor is responsible for itttuallation of r� J L
I&M addtuonal er�onal control measures necessary ST t O Os � Te vas P . �e�t e n I T-et 1 " 4 • ! .Y to prevent erosion and sedimentanon as determined 1ON /
T,
by the plan approve% authority
r.'�UT `102 6 A of the r v erosion and sediment /� / 1 l I/ •
' i i = 4✓; C% } \ corivol plan will be maintained on the sic a all by �r` t �� 4 �e t L1 r%. D I V �r i I Cam\ F-
\ times by the contractor I 1
7. The costuactor is responsible for drainage of all
``� dlsbtlbed grass to sediment control measures at all
3 The contractor will inspect all ermon control
MOOLUtes paiodicaUy lid after each runoff
paodudstd niorall event. Any necessary repairs or
dwitip to nspttain tie effectiveness of the erosion
tsleelrol devices wit be ands immediately
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DATE: 8/16/97
SCALE: 1 " = 40'
DESIGNED BY: AS—MDS
JOB NO. 5987
SHEET OF
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GENERAL NOTES
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t e herein ! conform 1. Methods and materials used in the construction of .II_ improvements he err? shall L:.,nf., m to the current
County construction standards and specifications sand/or current 'VDOT standards and specifications.
i -
�. Measures to control erosion and siltation, including detention ponds serving as silt bassos during construction,
roust be provided prior to issuance of the site developrnent permit. The approval of these plans in no way,
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction, in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance per rnit by '1/DOT when such. permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. A jo:'nt inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) t- T determine if and where guard rail and/of paved ditches will be needed. the developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection.' Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must beavailable at all times_
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment,
9, Ali pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner_
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans ,and as required at the field inspection.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. C;onstruction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractor -, responsibility to clean streets, allay dust, and to tal,.e
whatever measures are necessary to insure that the streets are maintained in a clean, rnud and dust free
condition at all times.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
'15. All sanitary sewers and water mains and appurtenances shall be constructed in acc,, rdonce with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation
.shown
Authority_
6. The location ltAn!s1n9util�t' s 'r thP Erecords.plans� are taken from existing It shall b. t^
e
c ntu ito �responsibility to verify t e exact iar,ur
toi and vertical location of a#! exis
ting utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right - of -- way
18. When grading is proposed within easements of utilities, letters of permission from ell involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction,
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. in the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor A,ASN TO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction, if a
geotechnical report has ben prepared, it should supersede the requirements ir; this note.
2.3, Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
Water/Sewer:
Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA_ 22604
(540) 868-1061
Phone:
(Bell-.Atiantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Power:
Allegheny Power
P.O. Box 1458
Hagerstown, MD 21741
1-800--654-3.317
Gas:
Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
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VDOT GENERAL NOTES
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT' Road and ridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
applicable. In the event of conflict between any of these standards, specifications a, -
plans, the most stringent shall govern.
V2. All construction shall comply withthe latest U.S. Department of Labor Occupational
Safety & Health Administration! and VOSH Rules & Reguiations.
., V. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDO T's work area protection manual.
Furthermore, all traffic control flaggers roust be certified in accordance with VDOT's
.January, 1994 (or latest edition} of) Road & Bridge Specifications, Section 104.04--C.
V
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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 agencies, utility companies and VDOT prior to initiation of work.
V7. Contractor- shall notify the loot-:! VDOT Residency Office when wort: is to begin or cease for
any undetermined length of time, VDOT will also require 48 hours notice for any
inspection.
V8. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and mainterionce of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
through construction.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
VI 0. Ali water and sewer lines within existing or proposed VDOT right--of-way are to have
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
V11, Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT, Work shall cease in that
vicinity until an adequate design con be determined by the engineer and approved by VDOT
V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
prior to placement of fill.
VI 7. All roadwayfill, base, subsurface material arid L arkf'Ir of uti!ity7
atarsewer trpnche
s shall
i
e (^ C> ? 1 � f P r
rr in lifts c t r m density r b � �.. spa �ted 6 t� t _ 95 � o theoretical _ t,cal m a .I-n a d ..n_ sty as determined by
AASHTO T--99 Method A, within plus or minus 2% of optimum moisture for the full width
� i r right-of-way. t t T density t
v C r
of an dedicated street r. h ,_ A . h direction , J {� , s ee g , way. e dr e .ion of VDOT Inspector den,..y tests
performed by a qualified independent agency shall be conducted as required in the VDOT
Road and Bridge Specifications. A copy of oil tests shall be submitted to VDOT prior to
final VDOT approval.
VI 4. VDOT Standard CD and UD underdrains shall be installer; where indicated or, these pions
and further where determined necessary by VDOT Inspector.
V1. i 't , w 5. The installation of an entrances and mailboxes within an dedicated street right-of-way
of y a s ,v s g ay
shall meet VDOT rninimum design standards and is the developer's responsibility.
V16. if required by the local VDOT Residency Office, copies of all invoices for materials within
any dedicated street right---of-way must be provided to the VDOT inspector prior to
acceptance of work. Unit and total prices may be obscured.
`/17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis.
TRIP GENERATION DATA
CLASS USE GROSS sf No. OF EMPLOYEES 1 TRIP RATE I VPD
750 I OFFICE 2500 j 11.4 sf Fe-r vpp 1 219
150 ! WAREHOUSE I WAREHOUSE 1 15 1 3.89 PER EMPLOYEE 58,35
TOTAL
277.35
FFAAE 7-I l I
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l5o I WAP-EHOUeiE NA `2A ME
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M1SS t�TILIT
FCSA CONSTRUCTION NOTES
r ,-800-2`_77-7771
1. Water and sewer lines are to be constructed in accordance with these plans. The lines
shall additionally meet all requirements of the Frederick County Sanitation Authority_
I
2, The contractor Shoff coordinate with, and arrange for inspec-tior+ by the Authority.
3. Exact iccations of water and sewer services on new lines are to be coordinated with the
Authority s Inspector.
i
4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch
diameter SDR21 or Schedule 40. it shall run. 2 feet beyond the near side and far side
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sidewalk.
5. The Sanitation Authority maintenance department is responsible for the installation of
water meters. Before a permanent meter is set, they require; 1) the frame and cover to
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
between 18 and 21 inches; and 4) all components of the meter box assembly to be in
proper working order. It is the developer's/conc.trac:tr's responsibility to have the meter
I
box assembly installed correctly.
a. The Sanitation Authority shall install all water and sewer services that connect to existing
l
lines. The locaation of the tap and the termination point of the lateral are to be
coordinated with the Authority's assistant engineer. An opplicaton for services must be
made :and fees paid.
7. The Sanitation Authority shall tap all existing water, lines. They will furnish the materials
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for and make the tap. The contractor must make application for and pay the cost of
this work,
8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole_
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:t_ A double _heck, valve backflow prevention assembly .is to be installed on any line (tire or
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domestic; that goes into o building. The assembly is to meet ASSE Standard No_ 1015
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or 1013. It the assemb!v is rnounted inside a building, a remote readout is required,
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
EXISTING EDGE PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER -r
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LiNE
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER _
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER -
33
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EX E P
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PROP E/P
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PROP C&G
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CG-6 CC-6R
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JAK4E5r bt
woo
1__.
__ ......... ...._ _. .____ _. ... _. _ . _
HIGH U\
EX. 15" RCP
UGH L
PROP. 15" RCP
EXISTING ELECTRIC SERVICE ------
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE __.__._______.--- -------
_.___.._
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
FENCELINE __ - _ .__ _ _ _:___. ___ -._-4.EXISTING POWER POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE W t T ,
PROPOSED WATERLiNE W/ TEE W W-i T� w
EXISTING FIRE HYDRANT cSa
EXISTING WATER VALVE W e w
PROPOSED `;WATER METER m
EXISTING REDUCER
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PROPOSED REDUCER
, . O�Et D CE
r! STOP SIGN
GN
HANDICAP RAMP (CG-12)
DENOTES 'LOCATION OF STD VDOT
CG-12 AND/OR ,IURiSDICTIONA'
STANDARD DAMP C6JSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER on TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE 1NDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING -FREE DRIP LiNE
EXISTING TREE
PROPOSED TREE
D. A!TH �
Nj.022837
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PROFESSIONAL SEAL &, SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION,
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12 5.
15" OAK 15" PiNE
OAK
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Project Name:
Magisterial District:
VICINITY MAP
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SToN E WA L U IN DU 5Tr1-I A Lu,
F'AK . t4
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57 R•TE. 37 � sr
U.S. R-TE SZZ SITE �' IZEDBup
SHEET INDEX
COVER SHEET
SHEET 1 OF 4
PLAN
SHEET 2 OF 4
PROFILES AND
DETAILS
SHEET 3 OF 4�� _
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LANDSCAPING
AND
SHEET 4 OF 4
EROSION &
SEDIMENT CONTROL
PROJECT INFORMATION
LOT SHOWN
LOT 31 - STONEWALL INDUSTRIAL PARK
MAGISTERIAL DiSTRIC,T
GAINESBORO
FINAL SITE_
PARGEIL, IDENTIFICATION NO,
43 -19 - 48
r>
LOT AREA.
6.6358
ac
DISTURBED AREA:
6.5 ac
CURRENT ZONING ;
M1
CURRENT i_iSE
CORNFIELD
PROPOSED USE
(42) - MOTOR FREIGHT
TRANSPORTATION
AND WAREHOUSING WITH
AN OFFICE
.ETSAC 5 - 3ILDIN.
�
CORNER I
PARKING: FRONT:
25
sR r a
FRONT: NT• 75
SIDES:
5
SIDES: 25' (50' per BOCA for this use)
BUILDING HEIGHT;- MAXIMUM =
60' PROPOSED
= less than 60' with final design
SIGNS:_ PLACED ON
BUILDING
OUTDOOR LI(OHTiNG: PLACED ON
BUILDING (SEE DETAIL, SHEET 3 OF 4)
OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED
F. A F?__t�ALt�i LATlC1N >
PARKING +.A.L.GULATION`
REQUIRED = 1.0 TOTAL
TRUCKING TERMINAL & WAREHOUSE
-
PHASE 1 PROP BLDG. 52.500/289,057
- 0.18
1 SPACE PER EMPLOYEE
PHASE Z - Pi--nP. Di_ -PG, + EX .
= 75, 500 = a. 2-7
0FFIGE 19PA6e / ZSO 4 = Io
SPAGES
Gainesb c
LANDSCAF'iNG (,ALO;ULATIONS
* INTERIOR REQUIRED *
1 SHADE TREE PER 10 SPACES = 4.1
GREEN AREA = 5% OF PARKING LOT = 598 sf
* INTERIOR PROVIDED
4 SHADE TREES
770 sf OF GREEN AREA
* EXTERIOR REQUIRED *
1 SHADE TREE PER 40' OF PARKING LOT
PERIMETER = 56� t/ 40' = Imo}- TREES
3' HEDGE BETWEEN R/W AND PARKING LOT
* EXTERIOR PROVIDED
13 SHADE TREES 14
3' EVERGREEN HEDGE
CO VER SHEET
10 n t-"rcl
TO -FA 1, C- M P Lo iE E S = 15
TOTAL REQUIRED = 75 SPACES
2-->JSPACES PROVIDED
HANDICAP PARKING
1 PER 25 = 2 SPACE REQUIRED
HANDICAP VAN ACCESSIBLE SPACES PROVIDED = 2
LOADING SPACES
REQUIRED: 1 PER 40,000 SQ. FT.
* 11 DOCKS PROVIDED
* 1 GROUND LEVEL
GARAGE DOOR
PROVIDED
Project Number:
598-7
Date of Plan: (Month, Day, Year
Owner: Address, lncludinq. Zip Code & Telephone No.
30 Ricketts Drive
Th o n a S T. G ! s p i n Winchiester, VA 22601
Developer: Address, Including Zip Cade & Telephone No.
l 36 Ricketts Drive
Ricketts Construction `,0., Inc. Winchester, VA 22601
- - _ (540) 662-4164
Engineer Certifying Plan: Address, Including Zip Code &. Telephone No,
151 Windy Hill Lane
GrePnVVCTV Engineering Winchester, VA 22602
i ('540) 662-4185
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4000'
60b1'
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4159'
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DATE: 8/16/97 1
SCALE: 1 " = 40'
DESIGNED BY: AS-MDS
JOB NO. 5987
SHEET 7 OF 4
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Erosion end Sediment ♦"'jR. 4TV . -f U Bt NG ALL GOICN E rCS " .i
Erosion and Sediment Control
Control anStand
A14P GfiNTBK4 To OF. 1iHsr W6L_vPeP IK ` �^ems Narrative
WITH rt,ATES SISHIHP WEtrP rvIHTS lu,f(,,n KOfilsH SAWN \ PraectDeBcriation
1 PerrnantMd'ariQappsty aaN slablllgtlorh shall be applied to denuded areas within seven days GCCPAIC r LAM K.2
rimer rennet 2"" .i The site is located in the Stonewall Industrial Paris on the corner of McGhee
q[M* la rtteassd on ally pf It or the site. TMtponry sal stabhzabon shall be
* ALL MATEFztAL- Road, Lenoir Drive, and Century Lane. The
applied te1NiNlttiers dsye la dentaied aaeat that may cal a M Mal grade but waif roman \ ry purpose Of this pfOlet� la for the
40fa«aA tlar IIagM Man 30 tttlys. Pallndntllt M1M811t MtiM be applied to areas tMt are to be
%' `` 8" ti 8"X '/4" 4.6 C construction of a trucks terminal 1 warehouse facility with an office. The first
lent donrhert for rtlore than ores year.
rLdTG9 TO KIrGEtV E I a t a w Ta7 ®E
2, t')urntp construction of iris protect, soft stockpiles and borrow shear shall De staalfzed or F G " N O. e T " HINGES t- I _ Trs � x f` ♦ x � O--T � � — — — — — — rig y
prasecte elft sediment trapping measures The applicant le nopeao&e for the temporary J� ,,,,�� 1 ? _ \ / 11 GATG rerFT kuM �E R — — — — — phase will be a total of 52,50A 8f and an additional 25.8w sf will be built
protection and permanent stabilizatton of all soil stockpiles on 00 a well as bor ow areas and / I�
later. This narrative vifill be for the 52,500 of and the proposed entrances,
sal umtentionauy, transported from the project site. \� I (�'
Co. v"
3. A permanent vepetafHe cover shall be established on denuded leas not otherwise /! � F �N T parking area, and tt'uckift0 thrt,way,
permanently stabilized. Permanent vegetation shall not De consdered established until aground - �P .7,F. 's G" x (o," G 6 PAC F"eVTrr I) WAC L.AT`H f dR/IGKiT# view
� '
cover is achieved that is uniform, mature enough to survive and ww Inhrbit erosion. ,
nt
WITH DAyGfI MPifIN 4-0o . I
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I Existlno Site Ctxtdl�,�
tD / F.4• fr TL . G0 NQ!
— — - - - - —
4 Sediment basins and traps, perimeter dikes, sediment banters and other measures intended to
trap sedimeshelf be constructed as a first step in any land -disturbing activity and snail De�j �{ The site currently is a comfield. There are no creeks, streams, ponds,
made functional before upsweep land disturbance takes place, w 6� VO — — — — - — — wetlands, or forests, just a cornfield.
5. Stabilization measures shall be applied to earthen structures such as dame, dikes and 11
diversions immediately after installation. t t G' G G' er, I I Adiacent Propefies
I
8.sedimear treys and rved by t basins snail th designed and constructed based upon me total I I 1 1 The adjacent properties are owned by Lenoir City Co., PolyProcessing, Allen
dreMtepa area to a served by the trap or Daaln. � it''� w ���'-`��✓ J 1 I
a. The mMdmum storage capacity of a sediment trap shall be 134 cubs yards par acre ofd, L __J `—_J
R. Knott*, Century Graphics, and Gary Vansickler.
dmnapa area and the trap shall only control drainage areas Was than three acres. ` '4% q Is 7 o � 1 2 ri K 6 �i`LlY 7u PSTE CZ l
D.Surfarunoff from disturbed areas that comprised of flow from drainage areas GA TF D E TA t-
greater titan or equal to three acres sherd be controlled by a sediment basin. The
The soil conditions are taken from the USDA Soils Survey. The soils on this
minimum storage capacity W a sediment basin shall be 134 cubic yarns per acre of � � ,.h. i��� - __ 70 � � ( N.oT To SGA L.C. � site are Chilhowie silty clay foams (�88) and Oaklet silt !Dams (tK32B ).
drainage area. The Oulfetl system shah, et a minimum. maintain the structural intepmy of ,' 8
the basin during a twenty-five year storm of 24-trout duration Runoff coefficients used ,n '-•�-- E X . TP-E E 5 To
runoff calculations shalt correspond to a bare earth condition or those conditions These soils have Slight erosion hazards and moderate to severe wistness
expected to exist while the sediment basin s utilized. - BE P-� 64 G? Y E 17 DETA l !._-- 6oA --G E E NGE A P�a(..I N D g
f' —_ IZL.IM E"i�Tr: EZ PAD when excavated.
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7 Cut snit till slopes shall be designed and constructed in a manner that volt minimize erosion -,.,w -. `
Slopes that are found to be eroding excessively within one year of permanent stabilization shall r, �-,� ..0 EfOSIOn COntfOl PfOarem
be provided with additional slope stabilizing measures until the problem a corrected. ` �r, .
8. C i nce,nrated runoff shelf not flow down curt or fill slogs unless contained whin an adequate / ,
tall silt fence
temporary a permanent Chen", flume or slope drain structure.
0b / ❑Instal COnatru hh
,� -,. - _ M ✓1 e �oa d O Ins 1 con entrance with A� (� l
9. whenever water seeps from a slops face, adequate drainage a other protection shag be Val e . 86; _.- 0 lrtstatt culvert titian and outlet pfOteCiion
provltia/ "; `, r l '1� j " v ., -- width R/(U c� jig t✓84 _ Ll install a temporary sediment trap
0 use
10 AA otorn sewer inlets trial are made opsrabts during construction shelf be phalaaled so that r" 266
Clear and grade site
sod nonNOw water cannot enter the oorweyonce system without flat Doaq glared or"'� • "�� _ ' �, " '° �-�- � _ .
dilafsslaa We" t0 remove sediment:
-
11.0 11, - rtwaly constructed stonswi astr MMIIyM dlamels or pipes M made operations. - ��;
Al x
at "Wm a" protection aid any regltisd tslmmoi or p«ntaltaltl dalataF am shall be / ! � _ .` ` _- .. ,� a'' ( � w ," w�, � _ . � -
�v
In3t8 td in both the aa0 m ellsltllN e11a11Ral. may
oomeylrsae AtMMM �� '� �rFF��//
1 iC/r�
,
42. VWW wt11k Ia Alva walsstatasa to jlarlenlud, pleooOM Shild be lotion to ntOWAM \ __... r0 �7 w G•
ellGfaadMfMlt, ttiotstsl aedteteit inn and slablize est emme ; .� r -tQi - i .._.,. _ ..,
1w
sport 1M wok aroa to me groat C -
\ _m
ptttetble draft Cotdb%lblea. Nonerod bile material shall be used for the construction
i
W
nx4urassya and arMbdenr Eanfnern flu may w used for thaw structures it errnored by %�
bile cover matenale. P O _ lee
0
nah.rodl f - ; -
#F
• ,w
pip .:".
13 when a live watercourse mug be crossed by construction vehtdes more than twits m arty r ' e`
y,.
six-month period, a temporary vehicular stream crossing constructed of nonerodible material y ` w.- _ ^� Ap [n 7®6
shall be provided. I� r 1, 11 f �*s ` (� x Yam. ,
11 AN fedaret, rise and local letloru pertaining to In or live % r _ 1� .` ,___ _ .w,., ..
+9pNiMist regulations ps red working cros4np I /� " V -- AP ~
waterW4Naae elyd'be reel % `l(\ �F 2 / "``
WW ,
15 The tad and banks of a water course shalt be stabilized ,mmedutaly after work in the W Q , ti `
x,
vMert:ouns is completed. ..._ '� ' ��M_
AP
16 Underground utility lines shall be installed in accordance with the following standards in f a \ - CVO _,....,. r, f f df7. HGgGic
I J
addition to other applicable cntena
a. No more than 500 linear feet of trench may be opened at one time. % �(�� Q 1 \ A is',„ 'EL" FiFa
f0> v
It. Excavated meteor shall be placed on the uphill side of trenches. �\
P
c. Effluent from dewetenng operations shall be filtered or passed through an approvedty�
sediment trapping it q device. both, and discharged in a manner that does nadverely s/ old
affect flowing streams a off -sills property. s
ni
d Matenal used for badifilling trenches shall be properly compacted in order to migimtze V Jl� ; i' \ J
+
erosion area promote stabilization.. 1 O ` \t ,aC' r HA� E Z s Wo \
d
A�
e. Reetablizatron shall be accomplished In accordance with ttnsse repf v � 1st � + ✓ a
,n F
� rV
tAppMcable satisfy regulations $"I compiled led with. roll,
P f Ap
17. 1111Bas constnxxion vehicle access routes intersect vad a roads ohs" be
p' p' �@ \
made to minimize the transport of sediment by vehicular trecklrtg Ottlo the gives sur'1wa. When.__. n ` , : � � r• ., /
sedkMrrt is transported onto a paved a public road surface, the road surface shoo d•� bawsed _ +
thoroughly at the and of such day Sediment shall be removed from the roads by.tduvMnp or
sweeping and transportM transported to a sediment control disposal area Street washing shot tdillawed f
only after sediment Is removed in this manner This provision shall stppty to Individual_ '� - - AP
-
development lots ss wee as to fuger iand-disturbing activities.
18.A11 temporary erosion and sediment control measures sh removed within 30 days after ,{ �.,,� �''\� \ �- Uv W p - �' aF-t' /`'� I I CX l'�j�-- l (�l �'I�CG�j �l o r� IMQ lit (� V�
final site stabilization a after the tent measures am no unlesti I } G}
autnortzed by the local propnm; P1 sedkriert tdisturb.d sal ensure
f
resulting from the dispos itim of t OW be pentNrt«Wy stabiwtad ta'preveril \ AP x ' �� f 'W l Ci G l'l0 1
further erosion and sedimerrtatlort- ""
19, Properties and waterways OOwnstr "ih InM�f d bprnem sites shall,* protrscted from
sodunertt deposition, erosion arai` ' f4b4q "In volume.,Jlslbc" and trig* saw. -''Ei \ s
the following standards and criteria:stAs1pm1 of 24 recur durfltbrt in aboaMMtaa F - - rate of stormwater runoff fa the
k �...
\ f
_� � .� .�„� e ��► nd�ca �� rig �.ege r7A
Ca 16U Jafio�ls vvl Goner �I�ecf - �l�e�f I of +
f
i
d
A p Peat' It Ta+o 1
49,
\ \ \
{_act
T�I Trees
Tat- Tr u i red ' 8 I eE' _
i 1 . ; • E~^ z. I . pit"i ___' _, n v l ; i I 5 Prov ► d if Zc�
TOF e P t r 6l Seeding Schedule (1o�vrt�(?lY wl+[n �A I I frees f o a Wt I vl i
yw. � DC� t � r � �7C�- 3.32 vl� IM U IM (� (I �r Of z II Z i�Z ri a � � I WtC
9 `� " J / 0 r Vu Erc� a vL 7cci rat cn ( ��h+roi Hca t I a t
• �
J-P 4 / 1. Topsoil will be spread at a minimum depth of 4"
a Concentrated dwiffiwster runoff leaving a develapmeM site shall De discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. Fa those sites where runoff Is discharged into a pipe system, downstream
atabs*y analyses at the outfall of the Pipe or pit» system shelf be performed.
b, Adequacy of all darnels and pipes shelf be verified In the following manner,
1) The appitcerd shell demonstrate that the total drainage area to the pant of
analysis within the channel Is one hundred times greater than the eontnbuttng
drainage area of the project in question or
2) a) Natural channels shall be analyzed Dy the use of a two-year storm to
venty that sionnwater will not overtop channel banks nor cause erosion
of channel bed or banks, and
D) All prevtousty constructed man-made channels shall be analyzed by
the use of a ten-year slolwi to verify that stormwater will not overtop Its
banks and by the use of a two-year storm to demonstrate that
atormtwater will not Galata erosion of channel bed or banks: and
c) Pipes and storm sewer systems shalt be analyzed by the use of a ter,
year storm to verify that stormwi ter will be coMrned within the pope or
system.
c If existing natural receiving channels or previously constructed man-made channels or
pipes are not adequate, the applicant shall:
1) Improve tame c ionriet to a condition where a Ion -year storm will not overtop the
bents and a two-year storm will not cause erosion to the channel bed or tanks:
or
2) Improve the pipe or pipe system to a condition where the ten-year storm is
contained within the appurtenances. or
3) Develop a site design that will not cause the pre -development peak runoff rate
rom a two-year storm to increase when runoff oulfalls Into a natural channel or
will not cause the pre -development peak runoff rate from a ten-year storm to
increase when runoff outtalk into it man-made channel, or
4) Provide a combination of channel improvement. stormwater detention or
otha , mileages ges which Is it"edory to fM plan -approving authority to prevent
downstream erosion.
it. The applicant sherd provide evidence of permission to make the Improvement.
e. Ali hydrologic analyses shell be based on the existing watershed characteristics and
the ultimate development of the subled project.
f. If the applicant chooses an option that Includes stormwater detention he shall obtain
approval from the locality of a plan for matrnenance of the detention facilities. The pan
shall sit font the mrntensncs requirements of"reality and the tenon responsible
for peffontwg the mekteranFe.
g. Outfall from a detention facility shah be discharged to a receiving channel. and energy
dissipaters stroll be placed at the outfatl of ell detention facilities as necessry, to Pravda
a stabilized Variation from the factilty to tM receiving channel.
h All on-sde channels must be verified to be adequate
i Increased volumes of shlet flows that may cause erosion or sedimentation on adjacent
property shall be diverted to a stable outlet, adequate channel, pipe or pipe systemOf to
a detention faaldy,
t In applying these stof nwaer runoff criteria. Individual lots or parcels in a residential.
commercial or industrial development shed not be considered to be separste
development protects. Instead, the development, as a whole, shelf be considered to be a
single development protect Hydrologic parameters flail reflect the ultimate devetopment
condition shall be used in all engineering calculations.
k. All measures used to protect properties end waterways shelf be employed in a manner
which minimizes impacts on the physical, chemical and biological integrity of riven.
streams and other waters of the state
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 825-02-00)
pHflc �7 E Z
�" A. Pulverized agricultural limestone will be incorporated Into the soil
\ �� Z �, `, at a of 92 lbs r 1000 sf 2 tons r acre). Fi ed e
Pl�vroe-C /� l� ( per �ro'�oSecs Evcrgreevi Hcd9e_
eoNS-T Fz(!G-f ford 3. Fertiilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per
f acre). rT2XU5 �aGGaf�3 ri �VtG�IIS('t 1t°vc/ l
EN7FA N GE \ 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33.10 / I
W1 WA SH "4V,
IF62( 1IR-EDP^ ,* i , 3!� 5�
Sercia Lespedeza. 7��'a ( rubs, I� 01 vt { ecf - 3 /z
6�y�ro �\ p 4 / 5. Straw mulch will be applied to all seeded areas at the rate of 3500 a a r f 3 i +-Q I Q t 1 el p f p i q f i vl q .
lbs per acre and anchored with cutback, or emulsfied asphalt p l J
r applied at a rate of 200 gallons per acre.
&$w.
TELE
rs FF
if
Fr,,'�A " Erosion c1V16d c7ed i VWeVlf
M intenance Program
I The contractor will inspect all erosion and sediment control measures after each
rainfall and at least daily during prolonged rainfall. Damged and or deficient areas will
be repaired or improved immediately
2 Funhermore, 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 Sediment will be removed when sediment volume reaches approximately one half of °
the wet storage for traps.
A Permanent erosion control measures include the establishment of grass on exposed
surfaces disturbed in the construction process.
PSI
i The site will have all silt fence and inlet/outlet protection for existing culverts
installed.
2. The construction entrance with wash rack will be built
3 The construction of the sediment trap will built and site graded in such a way as to
insure runoff goes into the trap
Phase 2
I The new entrances with t 5" RCP's will be constructed with inlet and outlet
protection
2 Upon final completion of site and all inspections by respective agencies completed,
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.
�, o�f-t-ol Logey�d
F /
s
S 2 fi` i All vegetative, Structural erosion, and sediment
1 x ✓�'t - 1 °j cQturoi practices will be constructed[3E U5EP F09
and maimainalit L
� .� �. according, to minimtmn standards and specifications
t of the yjtainia&Delon .A "A- ,-Convol '
,•, and V ilists u VR 625-02-00 Erosion and
P HA4 E , 8s llsltl't�piNHnt�ajpilatnorma
P -P� 2 The contractor wall m"I the silt fence, O pj-ot7G�5 �� OUT (e T 'Ol C��l o
L/A N [25CA F I N G
1`1 4corimcbon antra=, a temporary sediment trap. II
and inlet protection for culverts as shown on the site
plan prior to or as a first step in clearing 00s"
d3 ~ 3. Within seven days ofreaching final tgade,the O �o�G} Ci4n51(�UGfle'Vl �l/l�rr�VtGC
paidissodar wO iskeU permanent seeding to 90'7
j j 4.7be contractor will contact the plan approving
J i aaElwrhy me wsdc pnor to commencement of land rj
ti F }proposed �1 l4- EGvtce
5EP I M E t�l CONTF
r +_4 atvity sect one week prior to the final 1
{.. l
i a 1 5 The contractor is responsible for uwallstiom of
J
off r spy addiiional crosional control ineasures necessary GJT C�s - �-F Tr_ ell F . �e� I ell e vi � Tr GI P
m'�' 37 ? ; r � ✓yam i j 1 to prevent erosion and sedimentation as determined I t /
t li e by the plan approving authority ON LN(
}
\81 U tom.:... 5 \ 6 A co of the erosion and sediment
FY'v r � �� P) APRrS'vSd pp r r�Po��ci TCvlAp control plan will be nnintained on the site at all { 1
tam by the con ractrx
ER
7 The contractor is responsible for drainage of all
\ disturbed area, to sediment comrol measures at all
• �'' *� tunes
` 8. The coiitractor will inspect ati erosion control
saidawas prwi ic* area after each nwioft•
jtesduidal; tai"arm. Amy oeoessa y reprrs or
doom* so saeadiip tin4ffKbvsaua of at melon
edet►at n wN be side m meths *
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DATE: 8/16/97 1
SCALE: 1 " = 40'
DESIGNED BY: AS—MDS
JOB NO. 5987
SHEET --'+ OF