HomeMy WebLinkAbout042-96 Allied Wood Products (MTR) - Stonewall District - BackfileGENERAL NO FES>-
♦ U.W.RE�xwr>,c \ \ / . l he property delit•eate(f on this plan consists of approximately 3.53 acres and is located en Route 11, in the SEwr �+ all tr rO1 'FAY
Magisterial District of Frederick County, Virginia. The Owner plans to construct a storage/warehouse building in the ►� niter
current storage yard area of the property. No additional employment or site traffic will occur as a direct rewh of M MPark
construction of this building. n' r ,«. F�Lr.•�t 6oz - }
zap �
t W. Rt vn4c ♦ / ` • Stephenson o> I Z
(DN�( % / 2. Owner/Developer: Y - T cite,
\ AMV M sxWOWS, \ ♦ Verlo V. Cutshaw ' / .Park ��•, ,\•^'.'` // ,
0 1?O ♦ ♦ 1°MQ� / 2546 Martinsburg Pike �^�' r' % Z
usr Rr<siaovrr� �'� i}�� \ / a • O
/ , \ \ ♦ Winchester, VA 22603 'l elephone: (540) 602-7426Aw
•� ` railer c -
q ♦ ♦ / / / / \ \ 3. Engineer/Designer:
A.
SCG�e / 3� ft / / / \ \ PAINTER-LCWiS, P.I .0 -
rsi W
\ ♦ 24 East Piccadilly Street • yt „ •. '. o
\ / / 6 / /, ♦ r 1 Tel hone: 540-722-9377 ° �� • v :•, `��• �'. r
♦ / / / % W chaster, � A 226O ell ( )
\ ♦ / %e
4. The property identification number is 44-A-50.
o
AffVAINaww., �vtez \ \ / . / I, Ea: PQ(E ` S. Site Data:
�i62
tan � \ 4 \ \ / � � I \ / �iti) _ �' 4a '•
/ Lot Area: 3.53 acres ()
SM 63 urn
\�� \ / / / ♦ / Zoning: M-1 ° . o .," /
\ \ / � \ ♦ FAR: - heisting building area of 21,700 SF + Proposed building area of 9,424 SP 31,124 sf 153.767 SF - .20: i Q
♦ \ ' `
VICINITY MAP-USGS STEPHENSON QUADRANGLE -SCALE: 1" = 2000'
♦ / �} ♦ two \ Proposed building Height:24'+/-
Q { eye ♦ �! Use: specialty wood products manufacturing
\ \ \ \ ♦ Number of Fuff 'Time 1'mpbyees: 35 iv O
♦ ` / // \ 1 ♦ i-ront Yard Setback: Required - 75' Prop ided - 85' _ Z
♦ / l / _p / / \ `� Rear Yard Setback: Required - 25' Pro% ided - 25'
/ / / \ •`� \ Side Yard Setback: Required - 25' Pro% ided - 14'
/ / / \ \ �' I ♦ A� / (.Setback requirovnent Hvr.c waived by Variance #004-96. The variance allows a setback of 14' in the.title yard Jnr a
♦ ♦ / / / \ \ t t�j // \\ wareliouse/storage building with die condition drat the owner provide a sir foot higli wooden stockade fence and (�
,��-6 "r pine trees evert, eight feet on center between llte fence and lire adjoining properp, lime..) _z
E45Y LIWW AtS5�1rEs ' / / / 1 / v \ ♦ `fi Parking Setback: Required - 5' Provided - 51 []
USE, RiMIDD1071141
tl� \ Landscape Open Space
pcI\�' MI Required - 25% or 38,500 sf :D
N.
/ / / • / \ / / \ \ \ ,t Gj / NIZ,
The proposed conditioi will contain approximately 35900 sf or 23.3% of the site is vegetated with various iris
♦ ♦ / / �� g / / / / I / \ \ \ \ / \ / � \ species. •►his amount of landscape open spice is generally unchanged from the present condition LtJ z
1K/ / \ �\ I arking Tabulation: Re aired - 3 spaces per 4 employees 26
ar. c>eass ,at>L�ii (sue sF G. Q
Use: Manufacturing: q
%/ J
�. \ Use: Post Office(per�ual services) Required - t space per 200 square feet = 9
♦ / / �P // / Ea/Par.J< \ / j� \ \ \�� � �^' � � \ ,a-,4-sr Total Required = 35
Provided - 46
\ to the county LLB
\ \
♦ / / ,� / / / I / / �\ \ / / Q \ ` \ `\ / / / \ \ \ I ar,Oav 7, trash is temporarily stored on the premises illchin►ipsters before being transporte(I landfill.
♦ / '� / / O r - ei z \ \ / \ `
stem. No additional snaitaty sewer f<•tcilities
I2 ' 'X 4 / 1 / \ .�� / \ 8. The property is served by public water and a private, on site septic sy 0 in
/ / �� / r / y // / \ o // \ .a are planned to he installed in the pro{x�sed building. tit LtJ
( steel) slopes, woatilands, flood plains, ►wetlands of sink holes evident on ilia property.
). 'I here are no { P
�� \ \\ \ I O O
\ I 10. rile owner will install at► evergreen screen along the southern tmiiioni of the storage yard along the proposed Z
szEPHEWCW } \ \ building <CL
POSTSPACEY I tzar/- > '} \ ` \ \ ► ` `
i 11. No wtorn water management is propa<ised for the site. The existing yard area consists of compacted gravel ,uxi n
/ PGYE I PAO 1 \ ciw I icon -vegetated soil. 'I he addition of tine proposed structure will not result ill a significant increase in runoff front the
\ « I ' / site.
CONSTRI.tcrION NOTT:S
\ \ s / ` / \ \ I / {, 'file existing utilities shown on these plans are based on available information. "lire CONTRACTOR shall be Q
/ Z
� / responsible for determining the exact location of all utilities before commencing work and to any damages which N -
/ occur by the failure to locate an([ preserve these utilities. If the CONTRACTOR should encounter utilities other
than twse shown on these plans, the CONTRACTOR shall immediately notify tl►e engineer and take necessary and V V
\ I \ r-- / ss-(-s+ proper steps to protect the facility .uxl assure tl►e continuance ol'sen'ice.
r I _ I \ \ &SE- wtaao PRODWISR4AcwtnACn 2. The CONT'RAC"FOR sl►all have approved constriction drawings prior to the start of construction, At least sae copy dic (/)
. / �- - -- o1 approved plans and revisions shall be kept on -site at all times. �- In
ZZ G I / \ I .� i Z
/ \ SEPTIC 41-gF _90EMlY WX PlOCI= A64KOJtCn4ennr / I �i i � 3 Cut and fill slopes aunless not to exceed 2-horizontal to I -vertical otherwise called for on 1. O the plansder
O O
TANK BrACLniMG IRL�A YQ010n SF t/- \ I / I // ♦ ♦
/, 116-0
4. Controlled Fills:
DOMSA. Controlled compaction shall occur in all till .ections for pavement, trenches for utilities and in other areas as Y
Ea: cNta o ° / designated on the plans.
B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D W
698. Density shall be verified by a qualified soils engineer. _J N W
\ DRAIN C. Controlled fills shall be compacted in 8 inch lilts (loose thickness) to tine specified density, beginning from \ \ FIELD %<,�,. i l / ` ♦ file existing ground surface, unless otherwise approved in writing by a qualified soils engineer. Q W
\\ ` AREA i / i I % / ♦ D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, oriel stripped of LL_
\ ♦ �i' // i i� - �� /( / \ topsoil The area is then to be scarified and compacted to a depth of 6 inches to the saute density as the W
a: S715101i TARO / controlled fill to he placed thereon. D
E. Fill material shall be taken from approved borro►v areas. It shall he clean soil, free of melts, woodv vegetation. �
oversized stones, rockssandy soil or other obiectottable material.
EROSION & SEDIMENT CONTROL KEY-
s
3.02 TEMPORARY STONE
CONSTRUCTION
CE
ENTRANCE
3.05 SILT FENCE
X X- X
3.32 PERMANENT SEEDING
3.35 MULCHING
MU
1 ✓`1 /
/ ► / / / SILTATION AND EROSION CONTROL NOTES
Erosion control practices shall confirm to the requirements of the Virginia i'rosion and Sediment condo ,
LIMITS
Handbook. a
�IEARINNGOF /
\ GRADING
� �D �
.•.
44i1_,,W 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain ul q
'r'PA'OLOZO R4 •.• }` �a� \ // / / place until the site is fully stabilized.
O
\ •' 11 � ' / � EX GRAVEL ` I 3 The contractor shall provide adequate means of cla.nung trucks and/or other equipment prior to entering the pub11, .,1 (p In �-
Q: (r2eao SIF) �p / right-of-way. It is the contractor's responsibility to clean rile streets, allay dust and take whatever measure N f4,) In 65
a� P�eltrt�exs• /
` Q: S7DV4kf own •• / I / \ • n( necessary to insure that public roads are maintained in a clean and dust -free Conditional all times.
4- I I I
J1 N N N
EXTRA STRENGTH FILTER FABRIC POST 'FIRE LANE SIGNS / 4. I he contractor shall perform overloi grading to provide positive drainage :old ire('IUde pon(ling of �catei All off it.' T u N (0 (0
NEEDED WITHOUT WIRE MESH SUPPORT - ON BUILDING ® 50' CC. /640 - 1,- (p (0
p006 \\ ••• 1� I / / gracing and construction is ttt be (lone with Cite property owner's consent. O O O
STEEL OR �' - OO` di �y / 5. The contractor shall stabilize all denuded land within 7 days after the end of construction. Embankment or D I It
WOOD POST -\ \� / 4+
U to In In
excavated slopes denalded for a period of greater Ihan 14 days shall he rem{wrarily seeded and mulched. ►'tit and till v
d
, te
. I
KI_E Nltv._1'URI_(�l`f'
2x4 TOP RAIL Tait fescue 60 lb.ac 97 8� a
Red clover 8 Iblae 95 t'S
I
1x6 BOARD, _ t Ladino clover 8 Ib/ac `)5 05
- -' - _ ----- , u.., u4 RS
FRONT & BACK
TOE NAIL EA. 1x6
W/2-8d(EA. RAIL)
2x4 MID RAIL -- -- --- - -- - - 1 JCt,jvrINk_ a yr Iwo- I Ian.
1 s• I. establish construction entrance(if required)
I 2. establish perimeter controls as required f'
j?. clear and grub site
8'-4x4 POST O 8' CC - --- - I 4. strip, stockpile and stabilize top soil ,
--i --- I5. perform rough grading t _J
- 2x4 BOT. RAIL --- __ _---------__--- 1 6. constnrct drainage controls ;; DEPT. OF PL
a ATTACH RAILS TO POST 1 7. begin facilities construction C) Q p"44
PROP. GRADE- W/3-10d(EA. RAIL) 8. perform final g ading :uul site stabilizatiu,�
STANDARD DETAIL ALTERNATE DETAIL - p
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL i • } I I I I •• - 8
12" DIA. POST HOLE, _ I I
jy-
NOTE: PLANT LISTPS
/ I f ----- FILL W/GONG.
1 • INSPECT AND REPAIR FENCE AFTER EACH / - I l ' I APPROVED BY THE ZOO` i nuiNISTRATnR
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
1 NT O SITE BE
_ •• /
li'L4 1� , �h/ Iry v. d V[EfJV c c[i75FNw staples shall he grade(1 at a maximum of Z horizontal to I vertical unless otherwise specified on the plans i N at
/ ss-,(-V
+� C C
��- APPLY 4" MIN. CRUSHED t� I��. � � , � � O C1 E
/ � �- •• STONE IN FIRE LANE / / N. 'IV, #VW P�gOOW75 A60WACTYWO (,. I rosion control devices shall tTr inspected Bally slid dalll:if(ll devices ,hall be repaired by the CIvSe UI the dal W C a Ll � s�
CO
/Aj 7 The contractor shall establish vegetation on Ili areas not otherwise stabilized) according the Jollowing specification: e NLL
10 FT MAX SPACING MrtTtt . • / THE TEMPORARY CONSTRUCTION ENTIrANOE N ~ ~
WIRE SUPPORT FENCE V / • . PROPOSED FENCE DETAIL Seedbed Preparation
6 FT MAX SPACING WM40Ui •� / 00 •• ♦ / WILL CONSIST OF THE DOSTTNC GRAVEL NOT TO SCALE
WIRE SUPPORT FENCE % I 0, / / / ESS 'AISLE. I. Scarify top I" to 2" of soil alter final grades l►:tCe heel► achieved
642
O°°ORA�FfTTJ�
/ �e
1 Add t t os
ce nrlyerized aoriculitual lmestone(14011); IOOOstI
PROPOSED BUILDING
ADJUST FINISH FLOOR ELEVATION
TO AE DRAINAGE
9,42SQUARE FEET -ol
PONDING HT. PONDING HT.
STEEL 4RD0TUP$EMELY
3F HIGH MAX-\ O R
FIRST.
RUNOFF RUNOFF
17 MI1 Y IN.
fHCWiCOMPATED TGRAVEL
BACKFILL +--
Q
IIIIIIIIIIIII
IIIIIIIIIIIII
IIIIIIIIIIII
IIIIIIIIIIII
-
-
IIIIIIIII
�--'-
-_IIIIIIIIIIII
IIIIIIIIIIIII
IIIIIIIIIIIII
1jIIIIIIl1,1I
-IIl11,1lIIIII
IIIIIIIIIIIII -IfIIIIIIIIII
MU i LL COUNTY OF FREDERICK, VIRGINIA
SEDME FF- AND CAN PERMANENTLY \ '--216'-0' FENCE }� ALL LUMBER TO BE Ix6 OAK FENCING.
LRE. SILT FENCE r / ALL HARDWARE TO BE HOT -DIPPED GALVANIZED.
3 SILT
3. SILT FENCE SHALL BE PLACED ON SLOPE : FINISHED SIDE TO FACE ADJACENT PROPERTY.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY. -26-4' TO e• WHi PINES • 8• CC ',',4i'_RE FENCE IS LOCATED ON PROPOSED RETAINING 74
I WALL., USE 3" DIA. STEEL POSTS do ATTACH TO WALL WITH �ONINC.
PL 1/2'x88'x.8' AND 4-3/4" DiA. x 6" HILTI BOLTS.
i
SYMBOL
QUAN
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
rn
28
1 Pinue strobua
White Pine
4=6'
BdW
8' CC TYP.
o � J
ONAL
Dr,TE: SURVEY:
16JUL96 EBERT
SCALE: DRAWN:
1 " = 30' JCL
C.I.:
2'
JOB NO.: SHEET:
9607006 1 /1
44--A 9314 \Q \ / / / GENERAL NO FES _ - FU/l * `"
usF " v
♦ ♦ z AIF_q RV \ \ / "i he property delii,eated on this plan consists of approximately 3.53 acres and is located -on Route 11, in the Stoned .III •_• / �� r
y / / Magisterial District of Frederick County, Virginia. The Owner plans to construct a storagehvarehouse building ill 'ue current storage yard area of the property. No additional employment or site traffic will occur as a direct result of t� tt ' Park �; bon _ .- 01 i•y
J•
isy/-3t \ construction of this building.X., tinm.eoen :_ A
WaW A SFW4110Y
N us£ t+t railer° , " Stephenson _ Z
/ �r / ♦ 2. Owner/Developer: rr
\ AAbw s>awaxs ♦ Verlo V. Cutshaw-
0 jo iAV ♦ ♦ 2546 Martinsburg Pike oz o
Winchester, VA 22603 Telephone: (540) 662-7426 rsikr -
/ ♦ Y Psrk, / 6jo V
\
�� ♦ / / / 1� \ ♦ 3. Engineer/Designer. 10
W
� o s
scale 1 = JO ft PAINT ER-LEWTS, P.t..C' wt -�
\/ / e'F / / ♦ 24 East Piccadilly Street .
♦ / / ♦ W 1chester. VA 22601 Telephone: (540)-722-9377
♦ / v ° / Q
4. The property identification number is 44-A-50. - / .4 p,'. ,_•. "
l
�._. . ,¢ '
ANRa1(4 E. OL'L'i111i2 / ♦ Q
Ea: POLE 5. Site Data: �' tie I .
Lot Area: 3.53 acres h s ti ', ell
/ I BM 63 s urn O a` ! , )\ $� °
\ \ / / / ♦ / Zoning: M-1 0 . q l_ gib, K \ \ / \ ♦ FAR: = existing building area of 21,700 SF Proposed building al ea uf9,424 SF _ 31,124 sf l 153,767 SF = .202 t°' " / �� h� _c • " i. M Q
♦ / \\ ♦ DOR07rn Mruao \ Proposed'Building Height:24'+i-
VICINITY MAP-USGS STEPHENSON QUADRANGLE -SCALE: 1" = 2000'
♦ / Q \ \ / u s % Use: specialty wood products manufacturing
Number of Full 'fine Employees: 35
♦ / // `\, ♦ ♦ Front Yard Setback: Required - 75' Provided - 85'
♦ / / / / \ Q Rear Yard Setback: Required - 2S Provided - 25;
"`� \ \ Side Yard Sciback: Regwred :25 Provided - 14
\ / , / / \ \ `�' 1 \ ♦tAa / (Sethac•k reclttinvnent was waived by Variance #004-96. The variance allows a setback a/14' in the side yard./or a
♦ ♦ / / / \ \ �� / warehouse/storage building with the condition that the owner provide a siv /oot high wooden stockade f'c=nc•e (turd
/ \\ ) \ %� pine trees everts eight /�•et rut center between lite_/rnce and the adjoining prupertt, line.. ) Z
E4S•r , Z"My \ ` 17 Parking Setbe{k: Required - 5' Provided - 5 Q
I� , / y \ \ ,� /
/ / / / / \ \ %' � Landscape Open Space
M I Required - 25% or 38;500 sf
The proposed conditio- .\ ill contain approximately 35900 sf or 23.3% of the site is vegetated with various ras m
♦ ♦ / / �G g / / OQ / / 1h / \ \ \ \ / \ species. This amount ul landscape open space is generally unchanged from the present condition. LLJ Z
° \
� / a � / / ♦ • 1 Ration: v Q
r. c► �\ \ aears AeE+ (M 6. 1� Use-e I at u � \ : M.uunfacturing: Required - 3 spaces per 4 employees = 26 Q J
♦ ��� / \ / / \ �` \ // Use: Post Otrtce(pe.rsunal services) Required - i space per 200 square feet =) (Y CL
♦ / / ? / ! \ \ \ \ / �► _ "Total Required = 35
/ / �P // / �✓� � \ ! � \ \ \ ` ` \ ` Provided - 46
u : ?. {'rash is temporarily stored on the premises in duanpsters before being transported 10 floe county lar►dfill. I-=�
♦ / / / / I - iX i• \ \ / The properly is served by public water and a private, oil site septic system. No additional snaitary sewer facilities Q
are planned to he installed in the proposed building. wLd
`�,�� F p
/ ` - - 0 �, O / \ \ \ \I X 9. There are no steep slopes, %vcwdlands, flood plains, wetlands or ,ink holes evident vnt the properly. H
SM / \ \1 Q: (� Sf) \ \ `\ 10. The owner will install an evergreen screen along the southern lxrtiiun of the storage yard along the proposed Z 0
Q t�
D/ S727WOVSOW \ \ / \ buildttnf,.
POSTn L 0 CL
Ofn`/ \1 \ ` I 1 t . No storm water management is proposed for the site. The existing yard area consists of compacted t,t.rvel and
POLEI D / \ n y \ \ \ .� non -vegetated soil. The addition of the proposed structure will not result in a signiticanat increase in trmoff fiom the
CK raetW site.
if ` CONSTRUCTION NOTES
/ ` \ + / \ / I \ \ I \ / / I, The existing utilities shown on these plans are based on available information. "t'he CON'T'RAC"TOR shall be
responsible for deternining Cite exact location of all utilities before commencing work and for any d.•unages which Z
� _ occur Ity the failurre to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other �
I than those shown vn these plans, the CONTRACTOR stools immediately notify the engineer and take necessary and
/ / } \ ♦ \ // / a,�-s4 proper steps to pr09
otect the facility:utd assure the continuance ofservice.
0
EX. AS7T I ZOAONG RI w
- 40L, wnav A9VOW7S AcwuFAC7Z4R is 2. The C 0 4 TRAC ACTOR shall have api oved construction drawitigs prior to thestars of construction. At least one copy C
\ ♦ / /I I '� -� I �� of approved plans and revisions shall be kept on -site at all times. CL 5
Au,® M7W AtavrxrS
/ SEPTIC
WQF WOO � V • +%Ac�0W / I ' 1` �t �� 3. Cut and fill slopes are not to exceed 2-horizontal to i-vertical unless otherwise called for on the plans.
TA 0
DOCKS4. Controlled Fills: 3 3W
ELM\ A. Controlled compactionm
shall occur in all till sectiortc for pavement, trenches for utilities and in other areas as
W Y
a: �+►� � � ♦ designated on the plans.
Zr ♦ B. Controlled tills shall be compacted to 98% density as detennined by methods per standard proctor ASTM D 6AJ
698. Density shall be verified by a qualified soils engineer. J N W
DRAIN \� / / / \ / / C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to file specified density, beginning from Q In
W
\\\ AFIELD
REgr /� / I ♦ the existing ground surface. unless otherwise approved in writing by a qualified soils engineer.
D. 'The surfaces directly beneath areas to receive controlled till are to be cleared, grubbed, and stripped of � W
topsoil. The area is then to be scarified and commpacted to a depth of 6 incites to the same density as the w
rx s70e9i ran / controlled fill to he placed thereon. 0
E. Fill material shall be taken frrnn approved borrow areas. It shall he clean soil, free of roots, woody vege(ation, �
EROSION do SEDIMENT CONTROL KEY a ae�'5W V) L oi,ersized stones, rocks, sandy soil, or other objectionable material.
` \\ ( �
3.02 TEMPORARY STONE
CONSTRUCTION
ENTRANCE
3.05 SILT FENCE
$F X It--T
3.32 PERMANENT SEEDING
3.35 MULCHING
1. \ V SILTATION AND EROSION CONTROL NOTES
\ I. Erosion rm
on control practices shall confom to the requireents of the Virginia Erosion and Sediment control
LIMITS OF \ \ / / CLEARM AND
/ O
`ORADING \ /
air-+tq \ \
/ 2. All perimeter sediment control devices shall he erected prior to any land disturbing activities and shall remain In
AWWW � rzE�v ,.. d' �, / / place until the site is filly stabilized.
use Rtsnnaov�xc ♦ \ ti� . /
` •' \\ F�P� EX. GRAVEL Icontractor shall provide adequate nte.uns of cleaning trucks and/or other equipment prior to entering the public +� -0 •-
/ / I / 3. The p q � � c0 of
oEr. (►? 1 cP \ / / right-of-way. It is the contractor's responsibility to clean the streets, allay dust and take whatever measures N pp
�. I
` a snw4kr YAW ••• / necessary to insure that public roads are maintained in a clean and dust -free condition at all times. +' co I I I
EXTRA STRENGTH FILTER FABRIC Posr "FIRE LANE" SIGNS ' N N N
NEEDED WITHOUT WIRE MESH SUPPORT ON BUILDING ® 50 C C / I ) /6t0 4. The ro'Itractor shall perform owerlot grading to provide positive drainage and preclude ponding of water. All off site T p � c(D
\ Q. d \ •• / grading and construction is to be dOne with the property owner's consent �
A
STEEL OOP a �� 5. The contractor shall stabilize all denudeddenudedlandl within 7 clays after the end of construction. Emb:mkment or 0 0 ` .4-In �
L OR
U > I.i) "1- L17
STEE POST d°' _ _ . ` 4/ excavated slopes denuded for a period of greater than 14 days shall be te►nporarily seeded and mulched. ('if( and fillWOO
tryolr •• -- / / slopes shall be graded at a maximum of 2 horizontal to I vertical unless otherwise specified on the plans. at at at
APPLY 4" MIN. CRUSHED /OvJ / + `'O V. M►W \l U
•ram • w;' bL 1 Y g I W a a
/ r STONE IN FIRE LANE . /Op yyy/Ark 6. Erosion, control devices shall he ins inspected dais and lama ed devices shall be rewired by the close of the clay En
_------- / r' I �� 7. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification N =
T s% i �.... CE /
I Fr MAX SPACING WITH 6+ I ,? THE TEMPORARY coNsTRucnON ErtTtwleE PROPOSED FENCE DETAIL Seedbed Preparation:
MARE SUPPORT FENCEWLL CONSIST
iyG FT MAX SPACING MtrTtlovr �� I �00 •• • / ACE of THE oosrtHG � NOT TO SCALE a. Scarify top I" to 2" of soil after final grades have been achieved.
WIRE SUPPORT FENCE ,%St I \ / / / t • / -�
642 1. Ad.f 1 f-uo rwr arro nnla•pn7wrt mrru•ultnrat limestone( 1401b/10005t1.
sE.LTYPE RAIL MIN. PURITYI%1 h11N. QL_ 9. ,,
2x4 TOP RAIL Tall fescue 60 Ib.ac 97 85 a
Red clover 8 lb/ac 95 65
I Ladino clover 8 Ib/ac 95 65
1x6 BOARD, c - - I Annual rye grass 12 lb/ac 98 85
FRONT M BACK - I `
TOE NAIL EA. 1x6 ►vlulcla; 1.5 ton/ac small grain straw Fertilizer:
1000 Ih/ac 10-10-10
W/2-8d(EA. RAIL) I TH
2x4 MID RAIL - I
I SEQUENCE OF CONSTRUCTION -
I 1. establish construction entrance(if required) o N
2. establish perimeter controls as required CL) ty
I 3. clew :und grub site ® No. 21621
I 4. strip, stockpile and stabilize top soil 4'; 8'-4x4 POST O 8' CC I ^
1 S. perform rough grading � Oc7 �cg� a� t's1
2x4 BOT. RAIL -- 1 G. construct drainage controls R e- SIONAL
�.- - ATTACH RAILS TO POST I 7. begin facilities construction�C,; .t?
DEP7
PROP. GRADE W/3-1Od(EA. RAIL) 8. perfortm final grading and site 1111iliZatioll �^ AIVD F PLANfItNO
DEVELOP
STANDARD DETAIL ALTERNATE DETAIL /
/ II
TRENCH WiTH NATIVE BACKFILL TRENCH WITH GRAVEL i / / • I I
II
12" DIA. PO'.
NOTE:1. NSPECT AND REPAIR FENCE AFTER EACH PLANT UFILL W/CONI
LIST / I il_ .;
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
r t - PROPOSED BUILDING /
ADJUST FlNIt �LDOR ELEVATION
TD 9A9,42E SPOStRE ERAMIACEET
PONDiNG HT. PONDING HT.STEEL OR RIC
/ / / • /
,J
3pp� pp / A ACH CURELY
6 HIGHMAX�\ SIDE OF PO5T.
RUNOFF E pip RUNOFF
(RSTCRAGE HT.� • /
I
1 Y MIN. _ 17' MIN.:-
4• x8' TRENCH
WiTH COMPACTED _ t�l GRAVEL / -
BACKFlLL
MU
a /
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY s-218'-e' FENCE ALL LUMBER TO BE Ix6 OAK FENCING.
STABILIZED. 1 ALL HARDWARE TO BE HOT -DIPPED GALVANIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE / FINISHED SIDE TO FACE ADJACENT PROPERTY.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 28-4'TO7 PINES • S' CC WHERE FENCE IS LOCATED ON PROPOSED RETAINING
WALL, USE 3" DIA. STEEL POSTS do ATTACH TO WALL WITH
PL 1/2'x8'x8' AND 4-3/4' DIA. x 6' HILTI BOLTS.
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SYMBOL
QUAN
BOTANICAL NAME
1COMA40N NAME
SIZE
REMARKS
rn
28
1PInue strobus
Whlte Pine
BM
8' CC TYP.
APPROVED BY THE ZONM ADMINISTRATOR
COUNTY OF FREDERICiC, VIRGINIA
A - 1 1
ZOtJING ADMINISTRATO.
DATE: SURVEY:
16JUL96 EBERT
SCALE: DRAWN:
1 " = 30' JCL
C.I.:
2'
AT JOB NO.: SHEET:
9607006
1
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Z o
a� r
Ld
1-- O 1-1
,Zn=
CL
u n-'.
54-
P A P,-- E L ' A 8 54 I) 36 L `f3- ((A )) -
Fop-T GoL�IEIr- INbU5T. PArzK - - _ _ MI�W~((A 44
� CAP-F,6W DA-/ AMoco por M
�> CS-:1 PACKAGING, INC. �S 17.g. bZ� pG. 51�
D. B. 7(-6, PG -73 o i I i S
% 13'37 E 0(.Ito, Zz D.fb.78'P, PG.(53 /,cam ZONED:
Use. VACANT lI.oS fl.U� W 4 ZONED'M-I \A USE
V N USE. / lzs
eo\- (NDU5TFLIAI
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USE MOBILE HOME N
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PAP-K LISE'. VACANT USE.VAGAN I W \ �\ I I SS
I674.1 \
Gurz•VE bATA W J �1 MAPLES\ \ `� `� 674-.q8
&76-
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DELTA = 2-5- Iz' o`f- n l o/% ? � / � `6) �.! r• ro74.70
P.ADIUS = 453. 37' ��' // 3 0 1b t / I
APB = I v77. 41 - EX. F. H .
L I ICI E 7A B G► E-rANGENT = l01 . 34' I ` l� /�\ j /6X4 �s N __ i� i� r
GHolZD - N 45' 54" E J /]��� ��/ �I �I Q / ��ti M•H,
LI Nzz Z( Sio(= 3�8.73 1�7. al' / 11, 0 5` Q �( o
Lz N oz- sue' II w zIa. os tv m' >L , �{
L'S N 8Z�45' Sl" W 341. 84' (00 U' (� N)
t { 5 78- 4.7' oS" W Z�Fo. �7 ' GLl12V E N o. O
W- \ _:t 674.89
LS S 55' -4z' 5S" E 10. So' DELTA= If)' 55' 33 \2 w WCO 0 �/ /�
Lro S 33' 16' z3"W Ia. 14' RA DIl.l5 = 453. 36 p/ .I W / EX. 15' ST DFZAIN �0.60l0
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GUF2V E No. 30 0 n p / (TYP) \ // W 111 `� \HT�11 \,
pF-L-TA = o7-opt-' 13 a /h !\ lL �i I� ? ` i �I i
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A PG = Z 37. %o ' Wk - I •�� rr� d( rn� - ' q . E. P.
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FAFZGEL UFZ H ® EX.Dii•oP INLET ui 4 n �,L I� '
/ DELTA = (0�l'31'Z6" ? 2 0a� /U >b� A)
APE = (-7 57 ' I 9 P p oP. G01J .
TANGENT = 37. 97' 3 r� QT Q� _U' 0 �� A ,
GHorip N 4G' 13' 37" W / Q <i W LA 0, r W� /WyZ I x�_67�0.
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INV. = (0(c>g.78
INSTALL MANHOI-E
ToP AT ELEV. = 674 IO
c-oNS fRuGTLoN NoTr--
I. THE GoNTFZAGToF SHALL GodF�INATE
WITH , AND AI`r- AWGE FOR•- INSPEGTIoN
OY •THE A U TH c, --(TY.
Z. THE 5AWITATIoN AUTHC1F-(T'( �iHAI-LTAP --
ALL EX(5TING WA7etr- LINES. THEY WILL
FUF4,�ISH THE MATEFz•IAI-S FoFzANb MAKE
THE TAP. THE M L IST M A K E
A( PLICATIoN FoFz-AND PAY THE GoST of
TH 15 WoFZK -
3. AI,UFLE GHEGK VALVE DAGKFLoW
PREvF-NTIoN A55EMBLi ISTo B - INSTA(-Lrrf�
oN ANY LINE (LpOMESTIG) THAT
CUES (NTo A D (LDING. THE AS=5;EME5L`( 15
To MEET ASSE �iTANDHRC No. l015 oR Iol3.
IF THE AoiSEMB�-`( 15 m--INTED IW5,(Pe-A
PUII-DING I A RC -MOTE fzEAPoUT 15 REQUIRED .
AI7DIT1oNA(.L-( ( .1E5-(jG C-oNNc671-N5 CAN WOT I3C'
TAPF'eD To AN`( FIFzE MAIN5.
F. H. FIRE H`(DF'ANT
W. V. WATER VALVE
p EXISTING TFz-EE
---�� &-7& ---- EXISTING CnNToLIR
(o7ro PR-oPoSED C,pNTUFL
(075 % x �x . SPOT E LEVA-TI c* l
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- - - - F2ELo6A-EL
Td P
EX. E.P. INV. IN = h56.-7.7
GUFzve DI DATA
DE LTA = 07 cl I C>
F2-AD(US = 488. 34'
AczG. (oo."J(o'
TANGENT ` 3o. 52 '
GHoizD 10' 3 1 " W
(00. !�>Z '
15,
INV. a1T �56. 69
SZZo21 S _
0
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HEIGHT- Z(o
N Co7�38'04" `✓V
M A N Ho LE NOTE
GoN TF2AGToF2- To GO N FIF�I M A N H O L E
loi IN GnbP 12EPAtF2-FoF- 7"F-FIG .
V. P o. T. H OTE
AD171T(oNAL Tf2-UGV TIzAFFIG PEf DA-(
To- FF'-oM Lo GA L A FZE A= 5 T R U G I� 5
Wm -'IN If(z M(LE P-AD(U-i = 5 -f (zUGKS
VA Ra oU S ULITS l D E [,� L A P-••E A= 5 -T(-U G (-4S
Tit A L TP-A F F I C- 1 5 T F'-U GK S
SEWEP- ANP WATER- NOTE
I NG� M I NG WATEF� To E5E
PIPED FFz--,I,f E?C(STI NG bU ILDI NG
To NEW BUILl7rNG . FJO 5EWEfz-
op-WASTEWATER- LINES PF'oPoSEb.
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EX .F• H • r,IVEYoP-
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-rep/
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Its Ztoo
STORM SEWER- PRoF(LE
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675
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PAVEMENT `iGHEDULE
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F. F. _ (o-7G o3 I
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S.W.M. NOTE
STORMWATER MANAGEMENT FOR
THIS DEVELOPMENT PROVIDED BY
A BASIN LOCATED A SHORT DISTANCE
EAST OF THIS SITE AND DESCRIBED
IN THE PLANS FOR "PROJECT HARVEST"
(HERSHEY PASTA GROUP SITE PLAN).
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GENEtZAL LJoTES
I. TOTAL- SITE AF-EA (HEtZ5H6`('S� = SZ . 13& ACRES.
LEASE PAP-'(- AFZCA = 3.7403 ACF2E5.
Z. TAX MAP 1- D. # ci9 - A - 3 J
3. GUtZl2.ENT ZONING : M- I Uoi e " -0MMCF2G1A l-- 4 IN DUSTF2 IA L
4. �i ET BAG Kai
FRONT = 75'
�iIDE `c F-EAIz
Gi. F. A. 12
MII.IIIAUM ALL -OWED F-ATIo = I.o
pF2p�'oSED {2A710 5.35 Sz.l4 = o•o-7
<o. L-A N D�iGA PG D A F2E A
MINIMUM = Z5`�o o(z Zo.53 AGP-E5
P FbP�S E � rj9- % op- 44. 37 AG-F2E S
-7. p15TuF2•5Ee AIzCA A�fzE
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o>, No oLITD�-'j-•►,ASH t2-EG�PTAGI.ES PF�-af'oSED.
lo. No S(GNS PRopoSED .
I I. C7ENoTE5 FIFzE AM-(
AND ALL T�(I`155 dF oVEp+(EAP 0P57F-UGTIoN S I N
TH 15 A P-EA A P-e PPS H 1131 TE D.
PgrL14I14G GALGULATIoN 5
OFFICE
ZSoo = Zl�,o = Io 5PAG E 5 1--E4::zUIFr- E D
M A N U FACTU FZI N G
3 SPACES PEIZ 4 EMPLOYEES
.75x 1+ 10.5 oPL- If 5PAGE5 F?-EQUIR-gyp
zo EXI�iTING SPACES•
zl SPACES i'-EQUIFiED (ToTAL�
NOTE ADDITIONAL P-6G2UIF2-ED PAFz-KING GAN 13E
A�-GOMoDATED IN THE 6?VEI2-FL-c>W PAl2te•InIG
A P-r✓ A S F P-oN TI N G THE H E 12-5 H E`( PASTA Pi, -ANT.
HF=FZc I;"EY PASTA GF"--UP
Ioo G12-057A L A DFzI V E
HEFzSH6 ( PEW4 i-(LVAWA 1-7-33 - 18 10
(540) 7ZZ-D83o (�-oe-AL) / (-71.7 53-t- 71�
DEVE LOPE IF -
MILLER MILLING GO.
Ock5' G2A►N ExGHANGE !3U(L�ING (NEW ADDr�E55>
MINh1EAPol-IS , MINNESoTA SS�j IS
(-,I Z. 337-- 1,331
r;z �-
ZONING A1:2N11NI5T(ZAToR DATE
SITE PLAN SHALL BE VALID F0Fz
FIV E (5 ) YEAV-5 FROM DATE of
ION APPROVAL .
DATE
izEVl17
z7 �e
F.G.SA. e ovymvhevl fS
9-50-9(0
� LANtJinl(� r-c,#, &A66lTS
Ip-IB-��
Gradin Pro{ (e.
Flra H dranf � ion
Z- b-�7
San. oicwer ,VJa�cr Line
3 3-�7
Per FCSA -San.SeWec"
4-15-�17
Flra(..gne f Access
3-I� �8
IZpaci WIjeming
O MARK D. SMITHtz
No. 022837
"O� NAL Q
o��sSIO
0 30 6O
SCALE IN FEET
SITE PI -A N
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USE MOBIL-E H-me UONED: R-A
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Gut2VC- No' - lO - (TYP) �\ J/ f
DELTA = -Zr,- 1-z-'n�j " \ `
t�ADlt1S = 453. 37' l > �� r fo7q.7o
U' t o\3cp lb/ m ss`.
AP-c- = I'JV. '{ I ' !- U1 / W P-
- '1 �674.5%S
LINE TABLE TANGENT- lot . 34' n u, > 1/ ` / �--- o. r 0
L I N z'z' ZI ' 5/0 " E 3->8. -73' GHotD N oV- 45' 54 " E ; o X(.J \ O �Q \ ppp(� M. I-i.
LZ N oZ-So' II " W Z18. os i 1�-7. SI W ( O
L3 N ez�45' SI" W 341. S4' 4 4i W (
G u tz V E N o O 674. t3�
L4 S 78. 47 -S W zoo. �J7 r\ W Z.
LS S55'E 1
4Z'S5"o.so' DELTA = 7��5533" \2 w /� \_(o7v_
Lro 5 33' 16' z3"W l8. I'f ' RADIUS = 453. 36' IL o// \ -a1 N `, \ W / ,r--- / ` E)C. IS"5T Df2A(N �Cv6o�o
L 7 S 5�f' z8' 37" E 13Z.00' j CO
Ate= ia3z.4z' Q
°� �► �,9 '� N '4� / � 1 PAP. � s' -
TANGENT' 37�.�1'
GHor--O = t44Z��{g'o5" w ti / /" U {l QI��\ �,o i/ �.� (///oPTtoti[ L1 aPToFJi'`C; 1 1 1a�' to �o
IL,S8Z. 38' 1/ 1 I Nt:W Y I NEON,
` Ex. z" �/ I / (j I I 77
%V MAPLES J
Guf-VC O No. 30 U n / (TYP) \ /I I W `Trl?
FZAP(U = 10)Z7. 8S' - lb 65
QJ-.� ^� '/ Q '
1 , 7.
A fZG = Z 37. 1) k �• J I I/
TANGENT' III. 10' Iil 0 �? �l O (�/ O S A li ^v �.. .\ p. a /. a I r�
GHcF-v = N 871 58' 3-" E VT Ou � Li �_�� , ! � ^Q 1 , , EX.
TOTA L o7I •TIC A P-E A z37. 75 N J Z � v�ln r( / 'W 1
I / N FzE ATic�N -To LEA`7E k / _ 'u 1 I TOP �674. a
61 d �� Q , / 2 J �Q' G75.3o INV - (071.
CURVE No. ® n (U JIn
PA R-GEC -) aX - I;2 L P I N LF-T z 2 �J W J n N � � (ti 1, &7(p
DELTA = (o�{' 3t' Z6" � / U X Q Q a .. G 4 0 /
RADoo'�l1
I�I4i = (co.' TcP= 1074. of J 0 f r Vr- o
f � � I l
SGAI-E: 1 =Soo AP,--= 6,7.57' �3 7~ 1 /� I
TANGENT = 37. 97' W v �' � t,I w
I
cHofj p N 46' 13' 37 " w V\ i Q Q( W U Il I LL 11 /W z I X�-f- 67&- S I n o J
�4. o� ' 3 3 , �Iu tih ti ti O ° I ' P. NGT = 3
J p N N3 ��� UN �/ I i 67s. a °�yo IZo 675.
j �/
to m aw \ ? I 11 I
�Q e
`J EX G 6.7
F'TIoN / I o Q 5 g
z 3 G r T Ex. NN is I v
wl3 G.o. , 1 a . o
Z N16760.I� XI �.N • a J X
U y' wq7 trR 1 i i , W
.j A- z w 2- 0i WEIR
° o
Z• w EX.e.o. VV TEtz- I I w.v<
iW73.7
I I I 4--�
F'l Flo
J ! )` ��x 7 °`� r J I I GONDIUIT &7(
IA 2 j° ,� I I REMovED 7 z 67ro (o3 IGHT TO E
t3 RE�GATE i `' EC. Ll 1 G
�' -v ? �O C� r J I D ��: I 1t Z . L Ex. 1 ELEG. 13oX
r 2 w C r EX . 91 a 0I I - E I 6. 65
0 �� Gam. lll a- I- '< S I DLL Q X 5 1 (-o I fo7
r'� I I Q I SILO NT. = Lao'
/ I
(� A G-XVIT W 7 S Z v I I Q HT.=
T to lU ~ �' �+° r a I Q ,I I I m 67 .rm3 / C-X .
J 0 V lU t✓ W I I = 0 l�NG• I EX.oiAN.M N o f
TQ Y vl Q 1� 9 ►- - -o � p P.T F,
d." 67/v. Ito �., b7 3. 4
2 - i Z d fl ll 1 1 W3 fo7�o. EX. FLU 70 75 I INV IN
EX. -4_' eiAN. N -� �x• 0 I i " ' C-x NO-fE BELow)
SEWEh- ESM'T. N T75.''- k EX.2" G.o. F X T O i I ' I S(Lo NT.=Izo' /' 1 675.63
ITE I �I` Ill tY = yo'
D B. 775 , PG. I zI 8 L WH 3 m\� / '1
D.t3. 775, PG. II�� ! !Ik PINESLD
I I I (e.fe2 \J fl
N �;
PFoD. P. 1. - 7
EI I o" ; Ex�- J '
d X . GONG. PAP l t p 1 P LACH-r i HT ° 03
TOP = 67 3. w N n tvE (otZ I I '
7 1 _ - I (G�iUPPoFT� I cIAN. Ex 1 ' X F.
o EX oV�� SEWS 16G.V.T
PIzoP. - d,IFF-HEAD I -Tcl3E 12EM Vt/.�A
I �C� I
6o1--LA P-D9 G� NH IGH CJIZIV c ' P-Et HT= I, %� d
C EX.GoNG FL00 E q. 6. - &-7�o.3 OP
INV. - !o & 8 .7 a / \ �' ' PA D I z �' Z . +7(0 -==_
INSTAI-L MANHo1-E
To( ATELEV =674. 10
F G.,9. A. Got457FLUGTIoN NoTe 5
I. THE GoNTIZAGTof - SHALL 6o67FLDINA7E
WITH , AND AFZ}ZANGE FoF'- (NriPEGT(oN
O�`( THE A UTHolzlT`(.
Z. THE SANITATION AUTHCIFLIT-( SHALLTAP _
A(_L E{(5T(NG WATE(z �-I1`4E5. THE`( WILL
FUPt.415H THE MATEIZIAt-5 Fo(zAN( MAKE
TH C- TA P. TH E GoNTP-�T-Ft- M ITT M A K E
AF'PLIGATIoN FOP- AND PAY THE,'-7-ST of
TH 15 W oR K
3 A pr-�,Ut3LE GHEGIK VALVE BAGK•FLcw
PFLEVENTIoN A55EMt3(_1/ IS-jo BE INSTA(-LEP
ON ANY LINE- ( DOMEST(C) THAT
GoE5 WTo A E5ILDLNG. THE ASSEMI'SL`( 15
To MEET ASyE '5TANDAF G No. IflICi oCz l013.
IF THE AofiEMBG-'( 15 MoL-INTEP IN5(DEA
BUILDING I A REMOTE FZEAP 'UT 15 1ZEG2UIFzEF-> .
At20>IT 4-,lWALL`(1 51jG �ANNEGT{oN5 GAN NOT pE
TAPF'eb To AW( FIRE MAINS.
F. H. FIRE H'(DF-ANT
W. V. WATEF2- VALVE
2 EXISTING T12-EE
-7( ---- EXISTING GONTI-
07� PP-cPoSED <oNTOW2-
(075 �o x Ex . SPOT E LEVAT c*-(
(o 7 5 . -t- ►=lP-o P SPOT E C-E.VATI oN
�r ,r 5 t/' a Ex, F I (a M-(D71" T
74 zl { o W' (07�0 . ioJ
107� 7� '_T PyQ EX. z•o S A N 17 A Iz-'i
r EX. �76 675.36 E P
,' S iEWEIz ESM'T.
w 67 • b -/ATE P- ex f
Io" FI M�'�N _ -EX. E. (�75.07GONG• 40 EX.
b-74.44 ko to cil7R-Zl WATEFl- - PADS > oVEFHEAD /0-77.1-7
E X . F . H • tJ v a✓Yo F- -�
EX. F.H. t W. I/ (To BC J 15' HI&H
(To BE EX.ciAN.M•H.' ' S
------ RELCATEI7
Tc-Ps (o%(o. �`{ F'oPToP'Co774
EX E•P i
atT - �5&.\' a
,5,UrVE ID PA -TA
DELTA = 6;'700ff' Io"
12-ADILIS
ARGs Go.�G'
TANGENT ' 30.5Z '
GH01z4�;> = S ZS01(o' 31 " W
6-1 (�- 6�tN-oow
lj Z Z
EX. Ttz.AIN 9HeD SZZ�Z
HEIGHT- Z(o'
LX E �
N &7----
8. 50'
M A W Ho LE NaTE
GONTIRACToR To 60NFtR4-4 Iv1ANH0LE
I-i IN GGbO REPAIR -FOR 7"F-I=(G .
V.P. o. T. H oTE
ADD17(oNA(_ TFZ-UGK TPLAFFIG PEP- DA`(:
To- FP--M L•o GA L- A Fz-E A = 5 T F-U G 1- 5
WITHIN 1(Z- MILE P-AP(US = 5 -T fzUGKS
VA t:••I oU S e7)0T5 ( D E L oI-AL- A P A= 5; -Tt2-(.1 G I-eS
ToTA L TP-A F F I G I S
SEWEF - A W P WATEF2- NoTI-
I NCOMING VVATEFZ- `c> bE
PI PcD FF-c->M EYCI STI NG bU LLD (NG
To NEW Bt_ll(-D(NG . (Jo SEWEIZ
0R-WA576WA7LR LINES PR2I--Pc>5ED
gp' TED)
EX. zs HIGH
E12HEAD GaNJE`(o(Z
r
Ito
>
80
V�
s
1-+ ctl? Z+oo
STORM SEWEIz PROFILE
SCA LE : I " = 50 Hc> 2-z
I" = -c-' VEP-T.
675
(0 7 Z
> ti
(o (v -Z^
CIw .
W LL
Q
az N
w < �
�C
0
0
WATE12L.INE f'FZ,*--F(LE
(" _ �Er2--T,
P f2OporiE0
12OAD WIDENING
PAVE-MENT `7,F-IEDULE
I
Iyo
- 5
13� A<- �ovNDAR
F� . OUT�7IDE 8-Z
15
EX. }ZEGEI�/IfJG Ilo. Z7
o
F F -7(
S.W.M. NOTE loSo NI N� ml
STORMWATER MANAGEMENT FOR
THIS DEVELOPMENT PROVIDED BY N It,9 `4
A BASIN LOCATED A SHORT DISTANCE I.-
"
EAST OF THIS SITE AND DESCRIBED z Z t/1
IN THE PLANS FOR "PROJECT HARVEST" 8 ° , - + F- - 4- O z
(HERSHEY PASTA GROUP SITE PLAN). 4-k
�75 ----0 F- - _y- -
&70
I I
Ot-� 1 t o0
PF'oP. STD,( SEWER pf��F(1--E SGA(-E: He
E
Z . 1 ' = 5":
T. I " = 5
'70
ZA
3.S 13t-A-Z
LEAS a
S AFZ--A
N RA ! i�
'lei
NIAFzTW56U ti R V U T E
A,
\N � p oo K G �oq b
RTE 1 32o PAID-K
GENTE fz
0 DwVE
RTE .13 z 3
IL
U �HER5HE'i
I, Rd q o Fcno 5
N To TA I-
tU ►h��\ -5`1TE 0\ �-
= lU i=oi2T
ZIL P-oA ID 1�\ J�
LL RTE 13zz o
BAKt-IZ LANE
kzl E /Zoo �41'�
Al
A /
L
VIGINIT( MAP
GENEIZAL NOTE5
I. TOTAL- oiITE Al2EA (HEFzSHE`('-7 = 8Z . 136 AC9-E:-5.
I-EA`;E PAFZGEL AiZ6A = 3.7(03 AGfz1=5.
Z. TAX MA P 1. D. # S4 - A- 3 ro J
3. GUtZ2.ENT ZONING ' I,A- I UciE : C0MMEf2GIAINDUe7Tf2-IAL .
4. �i ET BAG Kai
F9,-NT = 75'
oiIC7E rc F-EAFZ = ZS I
5. P- A. rz
MIKIIMUM AL.-LOWEp F-A7(c,
C�F�oPoSEO F2ATIo = Ci.35 = SZ.14 = o.o%
G. L-A N D9GA PG D A lz-E A =
MINIMUM = Z 5 `�o �+� Z•o. 5 3 A G ,=-E S
P P-oP�SE D G+� e C't - 44 37 AGI�-6 S
-7. P I'5Tu,zB E e A tzC-A= 0. 10:) 1 A,::-F?-C-
I c;,. No SIGNS PtzopoSeD .
I I. PeNOTES FIRE LADGEF-- EiS AN`{
,AND ALLT,,(PE5 of oVF,"I5AP OP'57P-UGT(ONs IN
TH 15, A P-F-A A P-e= P PLo H 1131 TE D.
PgFZKING GAL.GCJLATIoN 5
OFFICE :
Zsoo = Z6o = Io 5PAG E S FzEQUIPm- E [�;O
M A N U FAGTU V-1 N G '.
3 SPACES PER 4 EMPLo`(EE i
.75x 14-= 10.5 o(z 11 SPACES F7-E6ZUIR=-E[�>
Zo EXISTING SPADE 5
Z-1 SPACES Ff..a L J I F-E D (TOT^ -)
NOTE ADDITIONAL p-e, ?Cu1R-ED PAFz•KING of -AN 1:3E
Ac-e--0MC:>DATED IN `THE OVEN•-FLoW PAC--(LtNG
AREAS FP-ONTING THE HEtz--,HE( PASTA P(-ANT.
,!ZlWWEF2
HErZSNE`( PASTA G Fz-U P
Ioo GF2,-(57AL A DR1VE
HEleo,HC- (, PENNS`(LVANIA 17n;33 - I Ic>
(540� 7zz-f)83o -71-7) 53-t- 71c>,D
DEVF- l-OPE m
MILLER NAIL-I-ING Go.
GFZAIN EXe-HANGE (3UIL�IHG NEW ADDRzE55>
MINtiIEAPoL15 , MINNESoTA SS�j-IS
(�Iz� 33z- �331
A PRvV
ZONING APKAIW5TR2AToR
DATE
12eVISidN
z7�6
F.G.SA. 6ovMvXehf-7
9-30-9(0
1-'LANOdifiG cclfAMFnrT5
Io-tO-��
Gradi✓I � Pro{Ic
I I-r}---Plo
Flra H dranf l-064i-Iort
l-Zc--�7
t3 SIIos l�oa�wa
Z- 7
174m '7cwe-r ,VJafcr Line-
3-3-�-7
1 I-er F6-5A-�jan.o7eN�r
4-ISp77
Rre, .4tjc s Access
3-1
ening
0 MARK D. SMITH -,,,
No. 022837
4�7
S�ONAI EN
0 30 6 0
mommma
SCALE IN FEET
PATE
MITE PLAN SHALL BE VA LID FoF2-
FIVE (S) YEARS FROM (7ATE of
APPIzoVAL- .
17E Pl-A I4
pfZopmsEC>
IMPF2d\/EMENTS
MI�LE� MILLING BAST
Go.
PoF-T Got-LIEFz-
(NPu5TF?-4 A L• PA r-Z-I<
SToN E VV A 1-1-- P 15TF-IGT
FFz-EDEf2-IGK
GoUNTYr VI Fz-GIN I A
I"= 30'
JUL`( 31, 1°»(0
gree�czva�-
neerii!.j'
IL:,I W(Nb'11 HILL LANE
WING14E'5TEF9 I
VIRGIN IA ZZ6o2
(5-to)
to(,z--f-(135
- iHEET 1 OF 1 -
S4- (W) - 3t,, A I- A I 3(, L � 9-3- A )
P A ILG E L " A" ./ W Q 54- �C - ii - 4 4
Fop-7 co�L1E1� INDUST. PAFLK - - _ _ � �/ �IW7�� GREEN DAB � '�� AMaco FoHM
D•B. 7�6, P6 73 o i I I _ 1 P��GING,Ih1G. S d.B. k,
ZoNEp'. M- I 546 13'37 E d.ltlZ� a D•1578%, PG.153
(1 . oS ' Q ZONED' M- I S
USE'. VACANT � � W U) s USE : LEAS E
' ~ V NlNDU5TLF-IA
I
Z3"E- 14%l. Be,'
FGFL-(.4P R �� �`R� 7 Arm R"
G0N sT FzE A
K.
54-((A))-
3�W - _� 75 B.R.L. -�Ej 03„ ,p / 4�F
\ E C i
zONE : ►�- r � �
Use:wFsHSE.m MAIN5;E3E
13ENGHMAI=-14 5-I- A))- 3(-A 3 �couTU
N k m S I t I � J�oiPIKE IN POLE � � Z PIKE
a'4
BpooKE ppAO
c s 12 T C-. 1 32o PAP-K
Z N st 1, �\ < CENTER
g K I To TA L A ICE A = s_ v. �e �,\ / Ex . FIP=E - u o RDre 3z3
F�TE.13z$ Z. 13(o AGtzE5 I / /, PUMPHouoE/ o ��
/ 'V EIGHT l / i3 \\
W U � � 2g �HERSHEY
FbA f� / � � ` � h � \�' \� �Q
3SMPH I v N ICU ToTAI- \
PosTE� / A (�1Q
SPE�DI-IMIT m I0 S. A. �/ it � E
I D.B.48o, f�.31S Q 675. (o
L E A S E o 0517 A�R-C- ti
� ,� /o„ LID
0 MITE 0
m I m v a \wq TEIz FoP-TP'-oA D I Eiz
54 ((A )- -
3(oA) ° O G ° �` �� LINO Z LL RTE. I=szz OJ
USE'. (�'6.R.� . O. 51-7 A Fz-E Ls ,� ,� \� N w
WARE H4z U5E �-
Z�s'B.R.L. L-7'J \ �(� iZ taX. CJ I. X BAKES LANE P
54-((A))- %1 S '43'96' z3" W-- �� �X. DROP NL-ET
ZZ48. 5 5' "
AIZGADIA MoBILC- Tom= (� 3. 70 ¢6e 6)g.S2 \� E _ � Gj3 56 � ti7-E. /Zoo
- I 54-((A))- S% EX.Z\� 3 ToP= /a73.z Q �Al
HOME PA
`�' i -, � �' , o \ Z INV . IN (�71. o o �
D.B. 350, PG. 't81 I PG. 3 'S`-e(A))- 87 ') �� 1 x T. 3-7 60l
I
I--1 A � T \ � �i 67 0. �91 2 � INV. dUT - (070. O (n
zoNEf>'. MH -( DA9ASGo
ZONED: FL -A D.B.444, PC�7Zz
USE MOBILE HoME LtSE V AGA N7 ZONED'. P-A 2
PAF-K Ur7E. VAGAN T
UIzVE bATA W I-x.7- \ ` I x I >
G
lI �� MAPLES F 67¢� 6075.43
( (T�'P)f� 0�l r i i / VIGIN ETA„ -MA (�
DF-L. r O \ Y L o ? ' // I / fQ �6)� iJt &74.70
DC LTA = z5� Iz' r��j-" i 7
p.ADIl1S = 453. 37' ^^ �� 3 0 1b ` r
AP-G = I °97. 4-I ' / ��\ � � 1 Fb74.5�s N - - Ex. F. H Z I
LINE TABLE-TANGENT-
GHoizD T'I o / e ��ti \ PI=oP M• H• 41
L I N zz ZI 5ro E 3%8. 73 I %7. I' (n 1, Z \ OC( o\ I I V/ O. 50 o jJ
Lz N oz•5; 1" W zIS. 05 P' w m' /fL. \ �Q � ( \ O 1\ I GEN6IZAL- f�lOTE5
L3 N 8z�45' SI' w 3-+1. 84 GUR VE No. Z 4 4i �w � 1}/ __ N) \11
L-4 5 78' 47 a6 w zoo. %7 _2 '` / fo7q .
LS S 55. 4Z' Ss" E lo. So' DELTA= 7�J� 55'33" �r W. 'r a - ���_ __ - I. To-iAL. SITE AFzEA (HEF2SHE`('S) = SZ . 13h AGIZES.
l(I_ \ Z
S 16' z3"W l8. I¢' RADIUS = 453. 34V � � W � /� � J � � W / l � - EK. I6 ST DfZA1N ��C�o �o I
L7 S 54`z8' 37" E 13t.00' AFC= (o3z.4z' N // ♦ LEAriE PAFZGEL ArLCA = 3.7�3 ACFz65,
p l J Z. TAX MA F' 1• D. #� S�f- - A - -3 !o J
TANGENT- 37%.%1 lU - �N W d` N '/ P / / / \ PAP. j'_
„ b" _� �� b / 0 l / �oNAL Z
l 151' FGP I 3. GU12rLl=NT oN I NG M- t Uoi E C0MME
' FzG1A 1- Ik IN DUST-IAFZL .
4 GKoI� N z 48'05 w / / V Q\� �,-� / � / oPT(oN 1- NEIN Lj3 00
_�
Ill �N �) N�� I I �/ 1
58Z . 38 L � � � � ET BAG Koi
CURVE No. 0 / n r�o\ /MTYP�s J I J J S` I �� c7[ORAia / HTrlZO /� FRONT = 75
_ „ 0 n W -f ( // I W I W �- lam\ H\=I \�_���/ �\ -� ^m SIDE rc FzEAFZ = ZS
peLTA o7-04' IDS /h I ) i ) L , , Ri Q k
RADIUS = t%z7. as, / J � I 675.E
AFZG z37.�o' Q' - � _ � I Q ?� � F. A. FZ �-....
TANGENT II%.lo' Lij Q r N� ° QT o S �r 0 I.� " " �-� II I o �Q MINIMUM ALLoWE(� FIAT(,::,
GHoF-p = N 87- SS' 30 E V IiI G �_� ,I I i I Ex. b.I �) J _ i�RoPOSED F�ATIo = S. 35 = 8z• 14 = o• o�
TOTAL �il-TE AREA z37.75 �' �� 4� 2 �� �, "�" I l , �0 s7 l v' (o. L-ANt25C-APED AREA
-7 U I ' ToP = 674. 5 D
CiH F-ELATic7N 7c> LEA�jE / 3 / k4 tiz uj 4 - U� '/z /,Q' o G75.3a INS/= (o71 a I �Z MININLJ = Z5o oFz- 70.53 AGP-E5
GU FzV E N o . ® o a z - tN 00 2u - / �� ' ' I �
PA Pz-GE (. N LET z z a / IU S . ti o�'a j r` /,' r &74P. Z P I�.oPos E D r9 /o OpL- 44 37 AGtzE 5
DELTA = �� ` 3l' Z6" !L U m Q J ' c - % -
ToP= (074. al J U I I J� - a
I2_ADILIri = (60. oo ' �1� ( r 3 ° '
SCALE. I"= Soo' AFC= (07.57' \° � � . -7. DISTUFzBED AF=-�A O.�I AGFz-E
/ Q g( / w , /P GONG ,� l9 I D m F�. No e2UTl�oFz- STc>"GF_ PFyo4'�SED.
TANoGENT = 37o97' LA QN k Z� i I , I ° L� N _ m 7. T o>. No o(,ITD�-'T'F2-A5H F2-E�PTAGL e5s PP-c�PoSED.
GH tiD N 46 I'S' 37 W / / QI 1 1 676. I s ° J�
�, Q W N (L ILu W�/ x-+ s I N a Io. No SIGNS PRoPoSt✓D
I ' P. NGT ` 3
/ A S N rn
�� N3 �3 ��� 3 675. ���0 120 ' 675. I Q N N l 1. - / DENOTES FIRE LADDEFz TRLIGK ACCESS A NAwPA`(
/ �'� m W �� I ' T'CP1 ' I I W F H. p o D THI s .4LR�A AR-E PF'�HIDITED o� TPUGTIoNs IN
� n � T
E N ,C . F= a PA W- IL I W G GA LG U L A T I o N S
I I of F IG E
2 � EX. NNF,GTIo� � 1 � I
`�� G.o. -7I I Z 6` Q Zti, = 7-60 = to SPACES 42Eczulor- Et:;>
J k Z W Z I , 1 MANUFAGTUt2iNG
vI 1L 0 Pi�oP• yn I I I I I EX.�' , 13$ T > m 3 SPACES PER 4 EMPLOYEES
w I vr.V .
2 WT (R7"3 7 I I i `--vV 9 a a 4 , (,\ 7 5 x I �{ = I o. S o FZ I I 5 P A G E S FZE GZ U I Fz-E p
0 TO-roP> ►` Zo EX197lNG SPADES
z \_ I � I •� •. 7s.
L/ -1 0 (�IPC J I I I 4 e v A w 0 ZI `2_PAGE5 F�f�G2U11�ED (ToTAI-)
LA qj a' Ill U G ,
2� 7 ID �� _3 I I CONDUIT I �_�� _� (07(•.70 N
/ I NOTE: ADDITIONAL p-EGZUIFtD {�ARKtNG GAN BE
m \ 3W^ �• °.`` l Z I I `pMovED / \ �� G AGGOMoDATED IN THE OVEF2FLovV PAFzf�-ING
W W 4 Nz z ��L - ( Z I p CIF I �1 8 (e7(o�o3 Fj(.L.IGHT ToP' 12E�GATE ) ' ELEG.IaoK AF-eA5 FR,0t4T(NG THE HE{z5HEY PAs�(A PLANT.
2 z Q e c Ex . OL ►� -1 'v I - z I
\ G.o" _ h _ I �\ Q Ex . �j I Lo I b76. 65
Lb iY 1 L r, I loll N g r I I FLu
- Q I S1L0 HT. = 120 l li
W T EX.vt W S Z ifl .9 I I I 4 HT .= 1Zo
U w C I GANG I EX.SAN M H
s LA r r I n I 1 m 67 . �3 � c-x . < AN
\ti IZ�z.L To �9 Y v d a I I 67e.-}o �, \ Top 673. 4o I oW N E FZ
Q I Q 0 I I y X; EX. FLU = 75 I o.IS (o S. 5i3
? a' = �_ z w 11 U "� I 67� Ex. INV IN = 65 I ;
a O i I I �o -j HERoiNE`i PASTA GF�UP
EX -fo oiAN N. �` x- b Z W 0 I I EX . INV.CUT = (04'»
S E W EFZ E 5 M' T. f- e LU G.o . ~ x 11- I Q ' I S I Lo I
N 'C I 0 I ' o'ILo HT = Izo � 675.6"i I ►oo GR`(STA L A DRIVE -
P B. 775 , PG 1 Z1 8 UI 3 n1 I F{T. = 1zo'
D.B. 775, PG. III% k µ u� Ll- I I .70' HERS HEY, PENNS�(LVANIA I%o�i3 Ia to
W �-
N I x = �#� 1 a. s,2 IF- xl (54c>) 7 Z Z. - ID B 3o CI_O�A L) / 7 1-1 5 39 - % I o0
o < # IL ( \ japoP I I „ ' ' �` S I t-o / �I
I/ rI % zo
k �' Ir�<14 oNG PAd`� I EX. uGHT HT=6s DEV� 1-oPE FZ
w z r �Z 0`- '`� I �Goti e'Col2 I 1 SAN . � ��
�� riUPPoRT� I {z Ex•� EX� MII-LEI2 MILLING GO.
3z} Z or 0 ,e F�HEAD I -To Er lz-E(� P) I ,EWE
OV W.J. ; , W-G�'; -_•
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LD
/ 478 ^ Z Ot` Clr�' HIGHi I C7121V V.
_ I
EX.GoNG' F�,,E (a7ro.3 0 = �-- I MIFJNEAPo!-IS , MINNESoTA SS� I�i
W J � ((oIZ� 33Z- l0331
- I
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ex H!(bI�ANT
- h
-- ZI EX. F H. • W z Cl' A N I T A FZY
_ (,75.36 bE p7o 5 A PPK,,gR V A L
/ P�7 E X.
F G.ei.A. GoMSTFLUGTIoN NoTas
I. THE 4<ONTIZAGToF2 SHALL ro--` DINATE
WITH , AND AFtANGE FOR- INSPEGTI� N
13-� THE AUTHcIP-4TY.
Z. THE SANITATION AUTHoFL(7 ( ;HALL TAP _
Al_L EXISTING WATER LINES. THEY W(LL-
FUFZ4,415H THE MATI;fZ-(Al-S FC12-AND MAKE
TH G- TAP. THE G0NTFzf+GTt1- MU--T NI A IZE
APPLIGA71064 FOR- AND PAY THE G-SST of
TH l5 WORK- -
3. A Ck--,UR>LE GHCC- IK VALVE BAGKFLoW
PFLEVENTIoN A55iEMBLY ISTc BE INSTAL -LED
oN ANY LINE ( Pome57`IG) THAT
C�pEs WTo A e>ILDING. THE ASSEMBLY 15
To MEET A91;E STANDAF`c` No, IfllCi oR- 1013.
IF THE A-,9EMBF-`( 15 MLINTEP IN5(DEA
BULL -DING I A REMOTE FzEAPo(AT 15 FZe4QUIREr-> .
AbDI�joF.IALL`( Db1.�IE5TIG GoNNEGTION5 GAN WOT pC-
TAPPeD -(o ANY FIF'LE MAIN5.
F. H. FIRE H`rDFL-ANT
W. V. WATER VA t-VE
p% EXISTING TFzEE
--- / 7� ---- Exl5TING CoNTcUl2-
�7(o PFOPo5CD GohIToUP-
(075 '�>o x E7X . SPOT E L.EVA-TI o(.1
(o75 . % t r p-oP. SPOT ELEVATION
w , I - 67 b EX . to7 6. ex. 5 E W E Fz- E 5 r,A T .
F° I - MAIN EX E fc 6 b7 .. WATE P 10 E GoNG I �c . � v► I,,/�
lo„ �74. 32 SDR-zl WA-TEIZ L _ PADS 2 GVEP-HEAD - h-17. I-j
EX.F. F4. ? NUEYot;- -{
INLET O (To Be J 15' HIGH d �Q' 1 uWdAPY
oP= 672 <,� EX . aiA N . M H . �Ez EL c�s�- I ouT�iipe �z .13� AG./
--- T 3� go' Teo) �.�
TdP' G-7(o. too EX. ZS H16H E
EX E.P. INV. IN - %Sb7 pVet0HEAD C-0
INV.OUT �56. 6�f d
83. I S
SZZZI' S(o"w
. -vING /S Zoo 'o(0I W o7Ex 27 G ZZ
EXT-Arl' �UlDN
HEIGHTZ o Z
&77(0.8%
F . F . _ (07 40
N & 738' 0-1- " W r{EIGHT=
8. 50,
Gumve ID DATA
DELTA = 07-0O�>' l0"
FLAd1US = 488 34'
TANGENT • 30.5 Z
GHoR4_;> : S Z5'10' 3 1 " IN
(00. 1!) . '
ADDI-TIoNAL 7F2-UGK TP-AFFIG PEF- DA'i
To- FP-M I- A P-6 A = 5 -T PL4_1 G Id-5
WITHIN Ijz MILE FzAP(US = 5 -T F -UGK5
VA W oU S ULITS 1 DE (_-� L A R A= 5 -f I2-U GFZ-S
Ta'TA L TP-A F P I'- I e,
5EWEFz ANP WATEF2- NOTE
I NGo M I NG VVATENz- To E3 E
PIPED FF'--M EJC I5TI NG Ibu LLDI NG
To NEW BULL -DING . No 5EWEg_
oR-WAS-I-EWATe;p_ L-1NE,5 PF�PoSED
S.W.M. NOTE
STORMWATER MANAGEMENT FOR
hSo
1
NI N� rnI
_
THIS DEVELOPMENT PROVIDED BY
A BASIN LOCATED A SHORT DISTANCE
EAST OF THIS SITE AND DESCRIBED
-
Z I
p ? Z ►i�
j
IN THE PLANS FOR "PROJECT HARVEST"
8 fl
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F- - 4-
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-
(HERSHEY PASTA GROUP SITE PLAN).
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A_ P VEIL
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DATE
12EVI'i1oN
c9-Z7-0)6-
F.G.SA. G'ovmlemeofs
9-�0-9(o
i'c.ANr.iinl.� Gcr..u.t6n(7S
10-10-��
Gradin f Pro{le.
I I-z}--�lo
Flra H dranf l-oGQi-Iol-t
I - 70-97
B SI I os fwa� wa
2-&-)7
San �icwer,�/Jafcr Line
3- 3-�7
PGr f=CSA - San.
4-1`i91/
Fire, ..arle- t Access
U MARK D. SMITH
No. 022837
ASS/ONAL END\
0 30 6 0
SGgLE IN FEF-T
0 1NG ADMINI5TIZAToR ATE
SITE PLAN SHALL BE VA LID FOFZ-
FIVE (5) YEAV-5 FROM PATE of
APPFZOVAL .
ea1TE PI_A N
PtZoPeVSEC>
IL.iPR-o�/EMENTS
MILLED MII.LIN G BAST
Go.
FoF-T G01-1 IEF -
INDU5TF L4 A L IAA fzl<
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