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GENERAL NOTES
1. ALL ONSTRUCTION SHALL BE IN ACCORDANCE WITH FREDERICK COUNTY
AND VIRGINIA DEPARTMENT OF HIGHWAYS STANDARDS AND SPECIFICATIONS.
2. PARKING SPACES RESERVED FOR PHYSICALLY HANDICAPPED SH:ALI, 9E
50 PROPERLY MARKED WITH THE LOGO.
3.. PROPER AUTHORITIES SHALL BE ADEQUATELY NOTIFIED OF THE SCHEDULE
OF CONSTRUCTION FOR INSPECTION PURPOSES.
4. ALL ONCRETE USED IN SITE WORK SHALL BE 3000 PSI 4 to 6R
AIR NTRAINED.
5. ALL ILL SHALL BE CONTROLLED FILL, PLACED UNDER THE GUIDANCE
OF A SOILS ENGINEER, AND BE CAPABLE OF SUPPORTING THE PROPOSED
CONSTRUCTION.
6. FOR DETAILS OF SITE LIGHTING, HOUSE CONNECTIONS, ELECTRICAL
& TELEPHONE SERVICE, RECREATIONAL FEATURES, SIGNS, LANDSCAPING,
ETC. SEE APPROPIATE OTHER DRAWINGS.
7. IN E EVENT OF ANY CONFLICT NOTIFY THE ARCHITECT & S:ITE
ENGINEER OF RECORD PRIOR TO PROGRESSING WITH CONSTRUCTION.
STEPHENS CITY MOTEL ASSOCIATES LTD. PNSP.
C/o HARKINS ASSOCIATES, INC.
12301 OLD COLUMBIA PIKE
SILVER SPRING, MD. 20904
(301) 622-9000
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S Uni-s ,c�a,oa�ev: 60
G Porting cr000r..v = 67 xw,,er.
LEGEND
EXISTING TOPOGRAPHY ——
PROPOSED GRADES 73 730
CONTOUR INTERVAL. SHOWN HEREON IS 2'.
BOUNDARY AND TOPOGRAPHY BY:
RITCHIE SURVEYS
WINCHESTER, VIRGINIA DATED: JULY 10,1985(R)
NOTATION
LEGEND
C&G
- CURB AND GUTTER
I.S. & C.
- INTEGRAL, SIDEWALK WITH CURB
W.R.
- WHEELCHAIR RAMP
W.
- WATER MAIN
W.M.
- WATER METER
W.H.C.
- WATER HOUSE CONNECTION
T.
- TEE (FITTING)
V.
- VALVE
F.H.
- FIRE HYDRANT
S.
- SEWER
MH
- MANHOLE
C.O.
- CLEANOUT
S.H.C.
- SEWER HOUSE CONNECTION
D.
- DRAIN (STORM DRAIN)
INDEX TO DRAWINGS
S-1 SITE PLAN
S-2 SITE DETAILS & PROFILES
S-3 SEDIMENT CONTROL PLAN
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FINAL SITE PLAN
APPROVED
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COMl�OR i " /NN /
OPEQUDN �!S:.2!C.T
FF?�OER! C/l COUNTY VA.
PENKIUNAS & ASSOCIATES
Engine m
8855 ANNAPOLIS RD,
LANHAM• MD. 20709
301577-5059
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sED/!+TENT F/LTER DETA/GS
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STABILIZED CONSTRUCTION ENTRANCE
(not to scale)
Public Right -
50' min. of -way
�/�y�+ 'Y.D: :Ari -�F'...., •e7
Existing ground) Provide appropriate transition
PROFILE between Stabilized Construe -
tion Entrance and Public Riaht-
of-way
50' min.
Public
Existing Right -of -
ground j F,� • w
i /ay
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Construction Speclf lcatlons
I." Stone size - Use MSNA size No. 2 (2-1/2" to I") or AASNTO designation
M43, size No. 2 (2-1/2" to 1-1/2"). Use crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than eight (8) inches.
4. Width - Not less than full width of all points of ingress or egress.
5. Washing - When necessary, wheels shall be cleaned to remove sediment
prior to entrance onto public right-of-way. When washing is required,
it shall be done on an area stabilized with crushed stnne which drains
into an approved sediment trap or sediment basin. All sediment shall
be prevented from entering any storm drain, ditch, or watercourse
through use of sand bags, gravel, boards or other approved methods.
6. Maintenance - The. entrance shall be maintained in a condition which will
prevent tracking or flowing of sediment onto public rights-of-way.
This may require periodic top dressing with additional stone as con-
ditions demand and repair and/or cleanout of any measures used to trap
sediment. All sediment spilled, dropped, washed or tracked onto public
rights-of-way must be removed immediately.
SCE
Standard Symbol
U. S. D74RT'1CN7 0� A--PICULTU=E STABILIZED CDNSTRUCTION Sts^r,3rd
;OIL ;E,RVA7((}.1 SERVICE ENTRANCE
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SEEDING & SODDING NOTES
IN AREAS TO BE SEEDEDP
INO
3" OF SOIL SHALL BE LOOSENED AND FRIABLE.
P LAYER SHALL BE LOOSENED BY RAKING.
PLY LIME R 2T DOLOMITIC LIMESTONE/AC. & 600= OF
-20-20 OR EQUIV./AC.
ARROW OR DISC LIME & FERTILIZER INTO THE TOP 3" (OF SOIL.
T THE TIME OF SEEDING, APPLY 400= 38-0-0 UREAFORN FERTILIZER
D 500= OF 10-20-20 OR EQUIV• FERTILIZER PER ACRE.
EED OR HYDROSEED (SLURRY OF SEED, FERTILIZER, ANID MULCH)
IIITH KENTUCKY 31 TALL FESCUE AT THE RATE OF 60- OIF SEED
ER ACRE BETWEEN FEBRUARY 1 AND OCTOBER 31.
WOOD FIBER OR PAPER FIBER MULCH, AT THE RATE OF 1500=/AC.
;O BE APPLIED TO HYDROSEEDING.
NG: IN AREAS TO BE SODDED
PLY GROUND LIMESTONE @ 100 LBS. PER 1000 S.F. & 5-10-5
ERTILIZER ® 30 LBS PER 1000 S.F.
IX IN THE LIME AND THE FERTILIZER INTO THE TOP 3"' OF THE
SOIL_
INSTALL SOD WITH THE LONG EDGES PARALLEL TO THE CONTOUR AND
ERPENDICULAR TO THE DIRECTION OF FLOW AND WITH 9IrAGGEREil
JOINTS.
MMEDIATELY AFTER INSTALLATION, ROLL AND WATER THE SODDED
AREA.
ATER AS OFTEN AS IS NECESSARY TO INSURE ESTABLISHIMENT OF
THE SOD.
SEDIMENT CONTROL NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE MEASURES SPECIFIED
AND/OR DETAILED HEREIN,
2. DURING THE LAYOUT OF SEDIMENT CONTROL PRACTICES REQUIRED ON THE
PLAN, MINOR FIELD ADJUSTMENTS CAN AND WILL BE MADE TO INSURE THE
ARREST AND CONTROL OF ANY SEDIMENT BEFORE IT LEAVES THE CONSTRUC-
TION SITE. CHANGES IN SEDIMENT CONTROL PRACTICES REQUIRE PRIOR
APPROVAL.
3. AT THE END OF EACH WORKING DAY, SEDIMENT CONTROL PRACTICES WILL
BE INSPECTED AND LEFT IN OPERATIONAL CONDITION.
4. PRIOR TO ANY SITE. DISTURBANCE CONSTRUCT THE STABILIZED CONSTRUCTION
ENTRANCE AND SEDIMENT TRAP DETAILED HEREIN.
5. IN GENERAL, THE SEDIMENT TRAP SHALL BE CLEANED OUT WHEN SEDIMENT
REACHES 2' DEPTH.
6. ALL SURFACE RUNOFF WILL BE DIRECTED INTO THE SEDIMENT TRAP. NO
SEDIMENT MUST BE ALLOWED TO LEAVE THE SITE.
7. WHEN THE DISTURBED AREA IS STABILIZED, REMOVE SEDIMENT CONTROLS AND
SEED/SOD THE AREA.
8. ALL GRASS AREAS TO BE SEEDED EXCEPT ALL SLOPE AREAS 3 TO I OR
STEEPER AND ALL SWALES FOR 8' WIDTH TO BE SODDED.
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PG A.A/ OF
SEO/MEQ/ T CO,'V T/PO L
�'TE'�?yE�rs C/Tr
OPEQL./D/V O/.STQ/CT
FRCOERlC.'C COL/iVTYI VA.
PENKMAS & ASSOCIATES
Engineer:
!1955 ANNAPOLIS RD.
LANIiAM, MD. 20706
:[01-577.501S,l
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