HomeMy WebLinkAbout07-20 Site PlanPROPOSED SEWER LINE
PROPOSED WATER LINE
1400 PROPOSED CONTOURS
EXISTING CONTOURS
PROPOSED SANITARY MANHOLE
STANDARD PROJECT LEGEND:
EXISTING SANITARY MANHOLE
ABBREVIATIONS:
EXISTING CURB & GUTTER
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED OVERHEAD TELEPHONE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED WATER GATE VALVE
REVERSE CURB & GUTTER
EXISTING WATER GATE VALVE
PROPOSED CURB & GUTTER
BENCHMARK
UTILITY POLE
NOTE:
1. ANY SYMBOL NOT CALLED OUT IN LEGEND WILL
BE LABELED ON PLAN.
2. NOT ALL SYMBOLS IN LEGEND APPLY TO THIS
PLAN.
3. AN "X" IN FRONT OF ANY UTILITY LINE TYPE
INDICATES EXISTING.
4. NUMBERS ON A UTILITY LINE INDICATES LINE
SIZE.
B/W BOTTOM OF WALL
BFF BASEMENT FINISH FLOOR
BM BENCHMARK
C-C CENTER TO CENTER
CG CURB & GUTTER
CL CENTER LINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CONC CONCRETE
DI DUCTILE IRON PIPE
Δ DELTA
ESMT EASEMENT
EP EDGE OF PAVEMENT
ELEV ELEVATION
EW ENDWALL
EX EXISTING
FCR FOOT CANDLE RADIUS
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FF FINISH FLOOR
FH FIRE HYDRANT
FM FORCE MAIN
H HEIGHT
HDPE HIGH-DENSITY POLYETHYLENE
INV INVERT
L LENGTH
LF LINEAR FEET
MH MANHOLE
NTS NOT TO SCALE
N/F NOW OR FORMERLY
O-C ON CENTER
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PROP PROPOSED
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENT
R RADIUS
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
ROW RIGHT-OF-WAY
S/S SPOT SHOT
SCH SCHEDULE
SEW SANITARY SEWER
SS SANITARY SEWER
STA STATION
STD STANDARD
STR STRUCTURE
SWM STORMWATER MANAGEMENT
TBM TEMPORARY BENCH MARK
TYP TYPICAL
T/C TOP OF CURB
T/G TOP OF GRADE / SIDEWALK
T/P TOP OF PAVEMENT
T/W TOP OF WALL
WM WATER MAIN
W/WITH
PROJECT DIRECTORY
WATER METER
AIR RELEASE VALVE
SANITARY SEWER CLEANOUT
TEE
WATER MAIN REDUCER
SIGN
WATER MAIN CROSS
STEAM LINE GRATE
WATER MAIN PLUG
COMM COMMUNICATION PULLBOX
SITE LIGHTING
COMMUNICATIONS MANHOLE/HANDHOLE
ELECTRICAL POWER MANHOLE/HANDHOLE
EXISTING FENCE/GUARDRAIL
COMM
ELEC
W
PROPOSED FORCE MAIN
WMC WEST CAMPUS CAB
SITE PLAN 0720
GAINSBORO MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
VICINITY MAP
1" = 2000'
SITE
TITLE SHEET
SS
SS FM
TELE OH
PROPOSED UNDERGROUND TELEPHONETELE UG
PROPOSED OVERHEAD POWERELEC OH
PROPOSED UNDERGROUND POWERELEC UG
PROPOSED GAS LINEGAS
PROPOSED GEOTHERMAL LINEGEOTHERMAL
PROPOSED STEAM LINESTEAM
PROPOSED COMMUNICATIONS LINECOMM
AR
REVERSE CURB & GUTTER TRANSITION
PROPOSED FENCE/GUARDRAIL
POST
PROPOSED FIBER OPTIC LINEFO
RESPONSIBLE LAND DISTURBER:
NAME:
CERT #:
EXPIRATION:
CALL MISS UTILITY PRIOR TO EXCAVATION 811 OR 1.800.552.7001
SUBCONTRACTORS MAY NOT WORK UNDER ANOTHER COMPANY'S TICKET UNLESS THEY ARE
UNDER THE DIRECT SUPERVISION OF THE COMPANY THAT PROVIDED THE NOTICE OF
EXCAVATION. ALLOW REQUIRED TIME FOR MARKING AND BEGIN EXCAVATION ONLY AFTER
CHECKING THE POSITIVE RESPONSE SYSTEM. EXCAVATION MAY BEGIN WHEN: ALL NOTIFIED
UTILITIES HAVE EITHER MARKED THEIR LINES OR REPORTED THAT THEY HAVE NO FACILITIES IN
THE AREA OF EXCAVATION OR THE MARKING PERIOD HAS EXPIRED (AFTER 7:00 AM ON THE
THIRD WORKING DAY AFTER NOTICE TO THE CENTER.) OR MISS UTILITY INFORMS YOU THAT NO
MEMBER OPERATORS NEED TO BE NOTIFIED OF THE EXCAVATION. YOU WILL STILL GET A TICKET
NUMBER! RESPECT THE MARKS - PROTECT AND PRESERVE THE MARKINGS FROM THE TIME
EXCAVATION BEGINS UNTIL THE WORK IS COMPLETED. CALL MISS UTILITY TO UPDATE THE
TICKET IF WORK WILL CONTINUE PAST 15 DAYS OR IF THE MARKS BECOME ILLEGIBLE DUE TO
TIME, WEATHER, CONSTRUCTION OR ANY OTHER CAUSE. EXCAVATE CAREFULLY - IF THE
EXCAVATION IS WITHIN 2 FEET OF A MARKED UTILITY LINE, EXPOSE THE UTILITY LINE BY HAND
DIGGING AND KEEP ALL MECHANIZED EQUIPMENT AT LEAST 2 FEET AWAY FROM THE
EXTREMITIES OF THE UTILITY.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C0.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
PLANS PREPARED BY:
VALLEY ENGINEERING, PLC
CONTACT: CARL L. SNYDER JR., P.E.
4901 CROWE DRIVE
MOUNT CRAWFORD, VIRGINIA 22841
TELEPHONE (540) 434-6365 OR (800) 343-6365
FAX (540) 432-0685
www.valleyesp.com
OWNER/DEVELOPER:
VALLEY HEALTH
CONTACT: MARK BAKER
1836 AMHERST ST.
WINCHESTER, VIRGINIA 22601
TELEPHONE (540) 536-4543
FREDERICK COUNTY PLANNING & DEVELOPMENT
107 NORTH KENT ST.
SUITE 202
WINCHESTER, VA 22601
(540) 665-5651
FREDERICK COUNTY PUBLIC WORKS
107 NORTH KENT ST.
SUITE 200
WINCHESTER, VA 22601
(540) 665-5643
FREDERICK COUNTY INSPECTIONS
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5650
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VA 22655
(540) 868-1061
CITY OF WINCHESTER ENGINEERING
ROUSS CITY HALL
15 NORTH CAMERON ST.
WINCHESTER, VA 22601
(540) 667-1815
FREDERICK COUNTY FIRE & RESCUE
1080 COVERSTONE DRIVE
WINCHESTER, VA 22602
(540) 665-6350
VIRGINIA DEPARTMENT OF TRANSPORTATION
EDINBURG RESIDENCY
14031 OLD VALLEY PIKE
EDINBURG, VA 22824
(540) 984-5608
VIRGINIA DEPARTMENT OF HEALTH-DRINKING WATER
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY
4411 EARLY RD.
HARRISONBURG, VA 22801
(540) 574-7800
SHENANDOAH VALLEY ELECTRIC COOPERATIVE
WINCHESTER, VA 22601
(540) 450-0111
Sheet List Table
SHEET
NUMBER SHEET TITLE
C0.01 TITLE SHEET
C1.01 GENERAL NOTES
C1.02 GEOTECHNICAL REPORT
C1.03 GEOTECHNICAL REPORT
C1.04 GEOTECHNICAL REPORT
C1.05 GEOTECHNICAL REPORT
C1.06 GEOTECHNICAL REPORT
C1.07 GEOTECHNICAL REPORT
C1.08 APPROVED MASTER DEVELOPMENT PLAN
C2.01 E;ISTING CONDITIONS DEMOLITION PLAN
C2.02 E;ISTING CONDITIONS
C3.01 EROSION SEDIMENT CONTROL NOTES
C3.02 EROSION SEDIMENT CONTROL PLAN
C3.03 EROSION SEDIMENT CONTROL DETAILS
C4.01 OPEN SPACE PLAN
C4.02 OVERALL SITE PLAN
C4.03 DETAILED SITE PLAN
C4.04 DETAILED SITE PLAN
C4.05 CODE REQUIRED LANDSCAPE PLAN
C4.06 FIRE LANE STRIPING SIGNAGE PLAN
C5.01 SOUTH ENTRANCE PROFILE SIGHT DISTANCE
C5.02 MID ENTRANCE PROFILE SIGHT DISTANCE
C5.03 NORTH ENTRANCE PROFILE SIGHT DISTANCE
C5.04 SEWER PLAN PROFILE
C5.05 STORM PLAN PROFILE
C5.06 STORM PLAN PROFILE
C5.07 STORM PLAN PROFILE
C5.08 WATER PLAN PROFILE
C6.01 OVERALL GRADING PLAN
C6.02 DETAILED GRADING PLAN
C6.03 DETAILED GRADING PLAN
C6.04 CUTFILL MAP
C6.05 INLET DRAINAGE AREA MAP
C6.06 POST LAND COVER MAP
C7.01 VDOT DETAILS
C7.02 FREDERICK WATER DETAILS
C7.03 SITE DETAILS
E1.1 LIGHTING PLAN
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
GENERAL
NOTES
GENERAL NOTES (ALL MAY NOT APPLY):
1.ALL AREAS NOT BUILT OR PAVED UPON SHALL BE LANDSCAPED.
2.THE LOCATIONS, SIZE, AND TYPES OF EXISTING UTILITIES ARE SHOWN BASED UPON READILY AVAILABLE INFORMATION AND ARE
SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE ENGINEER, OWNER, OR ANY OTHER REPRESENTATIVE HAVE NOT
INDEPENDENTLY, OR JOINTLY, VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES
NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT
GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR
TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE DETERMINE THE EXACT
LOCATIONS, SIZES, AND ELEVATIONS OF THE POINT OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE
ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN ANY PUBLIC
RIGHT-OF-WAY.
3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THE
FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR SHALL, WITHOUT DELAY,
ACCURATELY DETERMINE THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY. THIS INFORMATION SHALL BE PROVIDED, IN
WRITING, TO THE OWNER'S REPRESENTATIVE TO DETERMINE CORRECTIVE MEASURES. ANY WORK COMPLETED BY THE
CONTRACTOR PRIOR TO THIS RESOLUTION WILL RESULT IN ANY CLAIM BY THE CONTRACTOR NOT BEING CONSIDERED.
4.THE TOP ELEVATION OF ANY STRUCTURE, MANHOLE, BASIN, VALVE, OR ANY OTHER FIXTURE IS APPROXIMATE AND THE FINAL
ELEVATION SHALL BE BASED UPON ON FOLLOWING:
(1.PAVEMENTS AND CONCRETE SURFACES: FLUSH
(2.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
(3.LANDSCAPE, SOIL AND SEED, AND OTHER EARTHEN MATERIAL: ONE INCH ABOVE SURROUNDING AREA AND TAPER TO FIXED
OBJECT.
5.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND POINTS OF ENTRY INTO THE
BUILDING FOR ALL UTILITIES.
6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE
ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK WAS COMPLETED BY CONTRACTOR OR OTHER ENTITY, TO ENSURE
COMPATIBILITY WITH FINISHED GRADES.
7.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND
BACKFILL OF FINISHED SITEWORK RELATED TO ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND
CONCRETE PADS. CONTRACTOR TO FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY
AND AS INDICATED ON THE DRAWINGS.
8.A SEPARATE SIGN PERMIT WILL BE REQUIRED FOR ALL SIGNAGE WITHIN THE SUBDIVISION AND IT IS THE RESPONSIBILITY OF THE
OWNER TO OBTAIN THIS DOCUMENT.
9.ANY DUMPSTER PADS SHALL BE SCREENED IN ACCORDANCE WITH THE APPLICABLE CITY, TOWN, & COUNTY REGULATIONS.
10.ALL DIMENSIONS SHOWN ON THESE PLANS ARE TO THE FACE OF THE BUILDING, BACK OF CURB OR THE EDGE OF THE
PAVEMENT UNLESS OTHERWISE REFERENCED.
11.WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE CITY, TOWN, OR COUNTY DESIGN AND
CONSTRUCTION STANDARDS MANUAL, THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS,
THE VDOT ROAD AND BRIDGE SPECIFICATIONS, AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST
STRINGENT WILL GOVERN. ALL UTILITIES TO BE DEDICATED TO ANY MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL
BE CONSTRUCTED AND TESTED TO CONFORM TO THE COMMONWEALTH OF VIRGINIA STATE BOARD OF HEALTH AND THE CITY,
TOWN, OR COUNTY DESIGN AND CONSTRUCTION MANUAL.
12.PRIOR TO THE COMMENCEMENT OF ANY WORK ON THIS SITE, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES
AND SHALL INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS RELATING
TO THIS PROJECT.
13.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY
AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED,
FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
14.CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF THE CONSTRUCTION ACTIVITIES TO ENSURE THAT SEDIMENT
SHALL NOT AFFECT REGULATORY PROTECTED AREAS, REGARDLESS IF SEDIMENT TRANSPORT IS BY AIR, WATER, OR ANY OTHER
MEANS OF TRANSPORT.
15.CONTRACTOR SHALL SCHEDULE CONSTRUCTION ACTIVITIES SUCH THAT DISTURBED AREAS ARE LEFT UNSTABILIZED FOR A
MINIMUM AMOUNT OF TIME BEFORE THEY ARE COVERED, PERMANENTLY OR TEMPORARILY STABILIZED, OR OTHERWISE
STABILIZED TO PREVENT EROSION.
16.WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL
BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION.
17.UPON COMPLETION OF CONSTRUCTION ACTIVITIES AND THE ESTABLISHMENT OF APPROPRIATE STABILIZATION, THE
CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AND PROVIDE ANY ADDITIONAL STABILIZATION MEASURES, AND
CLEAN ALL SEDIMENT AND DEBRIS FROM THE SITE AND INSTALLED PIPING.
18.ANY DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE REPLACED AND THE
INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE MEANS OF CLEANING.
19.THE LOCATION OF EXISTING UTILITIES AS SHOWN, IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
THE LOCATION, SIZE, AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO ORDERING ANY NEW MATERIALS REQUIRED FOR UTILITY
CONNECTIONS. ANY MATERIALS ORDERED PRIOR TO FIELD VERIFICATION OF EXISTING UTILITIES SHALL BE AT THE CONTRACTORS
OWN RISK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR, AT HIS OR HER EXPENSE, OF ALL EXISTING UTILITIES
DAMAGED DURING CONSTRUCTION. FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL CALL MISS UTILITY
AT (800)-552-7001.
20.CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ANY MANMADE FEATURE WITHIN THE LIMITS OF THE WORK
INCLUDING, BUT NOT LIMITED TO, BUILDINGS, STRUCTURES, PAVEMENT, SLABS, CUBING, FENCES, UTILITIES, ETC. UNLESS
OTHERWISE NOTED ON THE APPROVED DRAWINGS. REMOVAL, AND PROPERLY DISPOSAL, OF EXISTING FEATURES SHALL EXTEND
FROM UNDER ANY PROPOSED STRUCTURE A DISTANCE OF 10' BEYOND THE PROPOSED BUILDING FOOTPRINT, OR ANY OTHER
BUILDING FEATURE.
21.EXISTING UTILITIES SHALL BE TERMINATED IN ACCORDANCE WITH ANY APPLICABLE REGULATION AND BE COORDINATED WITH
THE APPROPRIATE AUTHORITY HAVING JURISDICTION.
22.THE DISPOSAL OF ANY DEMOLITION DEBRIS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND BE LEGALLY
COMPLETED IN AN AUTHORIZED DISPOSAL AREA.
23.THE LIMITS OF DEMOLITION SHOWN ON THE PLANS MAY, OR MAY NOT, INCLUDE ALL REQUIRED DEMOLITION. THE CONTRACTOR
IS RESPONSIBLE FOR THE ULTIMATE REMOVAL OF ANY FEATURE REQUIRING REMOVAL FOR THIS PROJECT. THE CONTRACTOR IS
RESPONSIBLE FOR THE IDENTIFICATION OF EACH AND EVERY ITEM REQUIRING DEMOLITION PRIOR TO PRESENTING A FINAL BID TO
THE PROJECT OWNER OR REPRESENTATIVE. NO CLAIMS BY THE CONTRACTOR FOR ADDITIONAL DEMOLITION WORK WILL BE
CONSIDERED.
24.UNLESS SPECIFICALLY PROVIDED, THE ENGINEER HAS NOT PREPARED DESIGNS FOR, AND SHALL HAVE NO RESPONSIBILITY
FOR, THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ANY HAZARDOUS MATERIALS, TOXIC WASTE, OR
POLLUTANTS AT THE PROJECT SITE. THE ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS,
DAMAGE, EXPENSE, DELAY, INJURY, OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIALS. IF FOUND, THE
CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER AND OWNER FROM ANY CLAIMS MADE IN CONNECTION
WITH ANY SUCH MATERIAL. THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY
CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF
ASBESTOS OR OTHER HAZARDOUS MATERIAL.
25.ALL UNDERGROUND FACILITIES LOCATED WITHIN ANY RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY
PART OF THE PAVEMENT STRUCTURE.
26.INSTALLATION OF CONCRETE STORM PIPE SHALL BE IN CONFORMANCE WITH VDOT STANDARD DRAWING PB-1.
27.ALL MATERIALS USED FOR FILL OR BACK FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER
NON-COMPACTABLE SOIL TYPE MATERIALS. UNSATISFACTORY MATERIALS ALSO INCLUDE MANMADE FILLS AND REFUSE DEBRIS
DERIVED FROM ANY SOURCE.
GENERAL NOTES (ALL MAY NOT APPLY) (CONT.):
28.COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER
COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET THE BEARING REQUIREMENTS OF THE STRUCTURAL ENGINEER FOR
THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TESTING. TRENCHES OF ANY OTHER DEPRESSION REQUIRING
FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY STANDARD PROCTOR TEST AS
SET FORTH IN ASTM D-698.
29. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK FILL AROUND DRAINAGE STRUCTURES IN UTILITY
TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST AS SET FORTH IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO
ANY OPERATIONS INVOLVING FILLING OR BACK FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A
CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. THE TESTS SHALL
BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED
WITH THESE TESTS AND THEIR SUBMITTALS.
30. EMBANKMENT FILL AND BACK FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UN-COMPACTED DEPTH OF 8-INCHES AND 6-INCHES,
RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING FREQUENCIES:
(A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SF OF LIFT.
(B) BACK FILL IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH.
(C) BACK FILL AROUND STRUCTURES: ONE TEST PER PER LIFT PER 2,500 SF OF LIFT.
31. ALL EXCAVATION, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THE INTEGRITY OF THE SUBSOIL.
32. ALL TEST RESULTS SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION'S ENGINEER. FAILURE TO CONDUCT DENSITY
TESTS SHALL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE
CONTRACTOR OR HIS AGENT.
33. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AND AS FURTHER DIRECTED BY THE GOVERNING INSPECTORS.
34. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES
OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO
SHALL PROMPTLY ADDRESS SUCH PROBLEMS. WORK DONE BY THE CONTRACTOR AFTER HIS OR HER DISCOVERY OF SUCH
DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
35. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL
ARRANGE THE MEETING WITH THE CITY, TOWN, OR COUNTY ENGINEER PRIOR TO THE ISSUANCE OF AN EARTH DISTURBING
PERMIT.
36. THE OWNER SHALL PAY ALL WATER AND SEWER AVAILABILITY AND CONNECTION FEES AS REQUIRED BY THE GOVERNING BODY
PRIOR TO CONNECTION TO PROPOSED UTILITIES WITH EXISTING MAINS.
37. THE CONTRACTOR SHALL PROVIDE THE BOND FOR AND BE THE RESPONSIBLE PARTY ON THE EARTH DISTURBING PERMIT.
38. INSTALL CITY, TOWN, OR COUNTY STANDARD STREET CENTERLINE MONUMENTS WHERE REQUIRED FOR NEW STREETS.
39. INSPECTORS, EITHER OWNER OR ANY AUTHORITY HAVING JURISDICTION, HAVE FULL AUTHORITY TO REJECT FILL OR BACK FILL
MATERIALS, REQUIRE UNDERCUTTING OR SUB-GRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB-DRAINAGE, OR REQUIRE
OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTORS
DIRECTIVES WILL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY.
40. SATISFACTORY MATERIALS FOR USE AS FILL FOR PUBLIC STREETS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS GW, GP,
GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2% OF
THE OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM
D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO
APPROVAL OF THE CITY, TOWN, OR COUNTY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92LB/CF PER ASTM D-698
AND SHALL HAVE A PLASTICITY INDEX LESS THAT 17.
41. PAVEMENT DESIGN IS BASED UPON A SUBGRADE CBR OF 3 AND AN RF OF 2. UPON BRINGING THE STREET SUBGRADE TO
APPROXIMATE ELEVATION, THE CONTRACTOR SHALL COLLECT A MINIMUM OF 3 SOIL SAMPLES FOR CBR DETERMINATION, TO BE
TAKEN AT A MAXIMUM INTERVAL OF 300 FEET MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE
DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT STRUCTURE REQUIREMENTS. THE
PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE
RESULTS OF THESE TESTS IN ACCORDANCE WITH CITY, TOWN, OR COUNTY STANDARDS AND IF APPROVED BY THE LOCAL
MUNICIPALITY'S ENGINEER. A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE CITY, TOWN, OR COUNTY
ENGINEER PRIOR TO PLACING ANY BASE OR SUB-BASE MATERIAL. THIS WORK SHALL NOT BE REQUIRED ON STREETS CLASSIFIED
AS LOCAL/SUB CLASS A. PAVING SECTIONS SHALL NOT BE REDUCED BELOW THE CITY, TOWN, OR COUNTY'S MINIMUM SECTIONS.
42. CG-9B MODIFIED ENTRANCES ARE PERMITTED FOR SINGLE FAMILY RESIDENCES AS ALLOWED IN THE LOCAL MUNICIPALITY'S
DESIGN AND CONSTRUCTION STANDARDS MANUAL.
43. INSTALLATION OF ANY UTILITY IN AN EXISTING STREET SHALL COMPLY WITH THE LOCAL CITY, TOWN, OR COUNTY DESIGN AND
CONSTRUCTION STANDARDS MANUAL, AND FURTHER WITH LOCAL MUNICIPALITY TRENCH RESTORATION STANDARDS, A COPY OF
WHICH IS AVAILABLE FROM THE ENGINEER.
44. TEST PITS SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS INVOLVING GAS LINES, WATER MAINS 12" IN DIAMETER AND LARGER,
SANITARY SEWER CROSSINGS, AND FIBER OPTIC LINES.
45. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM
FREQUENCIES:
(A) SUBGRADE: 1 TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAR FEET.
(B) STONE BASE: 1 TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAR FEET.
(C) HOT ASPHALTIC CONCRETE: 1 TEST PER LANE PER LIFT PER 500 LINEAR FEET.
46. COMBINATION UNDERDRAINS, TYPE CD-1, SHALL BE INSTALLED AT THE LOWER END OF THE CUT SECTIONS. UNDERDRAINS, TYPE
CD-2, SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES.
47. STANDARD UD-1 AND UD-3 UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND FURTHER WHERE DETERMINED
NECESSARY IN THE FIELD BY CITY, TOWN, OR COUNTY INSPECTORS.
48. ANY SURVEY MONUMENT OR PROPERTY CORNER DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
49. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AT PAVEMENT INTERFACES
AND PIPE DISCHARGE LOCATIONS TO ENSURE PROPER TRANSITION BETWEEN EXISTING AND PROPOSED FACILITIES.
50. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS OF PROPOSED FEATURES AND ARE NOT
NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS. THE CONTRACTOR SHALL REFER TO THE DETAILS
PROVIDED, MANUFACTURERS' LITERATURES, SHOP DRAWINGS, AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT
INFORMATION.
51. CONTRACTOR SHALL NOT SOLELY RELY ON ELECTRONIC COPIES OF THE FINAL DESIGN, SPECIFICATIONS, AND DATA FILES THAT
ARE OBTAINED FROM THE ENGINEER, BUT SHALL VERIFY THE LOCATION OF ANY FEATURE IN ACCORDANCE WITH PAPER COPIES
OF THE PLANS AND SPECIFICATIONS THAT ARE PART OF THE CONTRACT DOCUMENTS.
52. RAILING IN COMPLIANCE WITH LOCAL APPLICABLE CODE SHALL BE PROVIDED ON ALL WALKWAYS, PORCHES, PATIOS, EQUIPMENT
PADS, AND SIMILAR FEATURES ALLOWING PEDESTRIAN ACCESS WHERE THE FINISH SURFACE IS 30 INCHES OR MORE MEASURED
VERTICALLY TO THE GRADE AT ANY POINT WITHIN 36 INCHES MEASURED HORIZONTALLY TO THE EDGE OF THE PROPOSED
FEATURE.
BUILDING INSPECTIONS NOTES:
1.THE BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM
STATEWIDE BUILDING CODE AND SECTION 304, BUSINESS USE GROUP,
OF THE INTERNATIONAL BUILDING CODE/2015. OTHER CODES THAT
ARE ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND
FACILITIES, INTERNATIONAL FIRE CODE 2015, AND VIRGINIA ENERGY
CODE 2015.
2.THE BUILDING SHALL MAINTAIN HEIGHT AND AREA AS REQUIRED
UNDER CHAPTER 5 FOR TYPE OF CONSTRUCTION. UNLIMITED AREA
BUILDINGS REQUIRE 60' OPEN PERIMETER OR RATED WALLS WITH
DISTANCE REDUCTION. RATED WALLS SHALL BE IDENTIFIED, OR
SPRINKLER LINE SHALL BE DETAILED.
3.HIGH PILE STORAGE REQUIRES FIRE DOORS/ACCESS AT 100'
INTERVALS.
4.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE. EXITS SHALL BE
REMOTE. QUESTION ON LOCATION OF ACCESSIBLE EXITS AT LOADING
DOCK AREA. LANDINGS SHALL MAINTAIN A MAXIMUM 2% SLOPE AND
WALKWAYS SHALL BE A MAXIMUM 5% SLOPE. 60% OF ALL ENTRANCES
SHALL BE ACCESSIBLE. ACCESSIBLE PARKING SHALL BE PROVIDED AS
REQUIRED IN T1106. VAN ACCESSIBLE PARKING APPEARS TO COMPLY
WITH ANSI A 117.1-2009.
5.PASSENGER UNLOADING AREA SHALL BE STRIPED AS REQUIRED PER
ANSI A117.1-2009. ACCESS AISLE ACROSS TRAFFIC LANES SHALL BE
STRIPED.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.02
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
GEOTECHNICAL
REPORT
NOTE:
THE GEOTECH REPORT IS ADDED FOR INFORMATIONAL
PURPOSES ONLY SHALL SUPERCEDE ANY GENERAL
NOTES ON SHEET C1.01. THE SEAL PROVIDED ON THE
REPORT SHALL COVER THE ENTIRE REPORT.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.03
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
GEOTECHNICAL
REPORT
NOTE:
THE GEOTECH REPORT IS ADDED FOR INFORMATIONAL
PURPOSES ONLY SHALL SUPERCEDE ANY GENERAL
NOTES ON SHEET C1.01. THE SEAL PROVIDED ON THE
REPORT SHALL COVER THE ENTIRE REPORT.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.04
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
GEOTECHNICAL
REPORT
NOTE:
THE GEOTECH REPORT IS ADDED FOR INFORMATIONAL
PURPOSES ONLY SHALL SUPERCEDE ANY GENERAL
NOTES ON SHEET C1.01. THE SEAL PROVIDED ON THE
REPORT SHALL COVER THE ENTIRE REPORT.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.05
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
GEOTECHNICAL
REPORT
NOTE:
THE GEOTECH REPORT IS ADDED FOR INFORMATIONAL
PURPOSES ONLY SHALL SUPERCEDE ANY GENERAL
NOTES ON SHEET C1.01. THE SEAL PROVIDED ON THE
REPORT SHALL COVER THE ENTIRE REPORT.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.06
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
GEOTECHNICAL
REPORT
NOTE:
THE GEOTECH REPORT IS ADDED FOR INFORMATIONAL
PURPOSES ONLY SHALL SUPERCEDE ANY GENERAL
NOTES ON SHEET C1.01. THE SEAL PROVIDED ON THE
REPORT SHALL COVER THE ENTIRE REPORT.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.07
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
GEOTECHNICAL
REPORT
NOTE:
THE GEOTECH REPORT IS ADDED FOR INFORMATIONAL
PURPOSES ONLY SHALL SUPERCEDE ANY GENERAL
NOTES ON SHEET C1.01. THE SEAL PROVIDED ON THE
REPORT SHALL COVER THE ENTIRE REPORT.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C1.08
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
APPROVED
MASTER
DEVELOPMENT
PLAN
ROUTE 37 S.B.L.
(POSTED SPEED LIMIT 65PSK)
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: B2MS
USE: VACANT
FRUIT HILL ORCHARD, INC.
TM: 53-A-1
ZONED: RA
USE: VACANT
M
A
P
S
O
I
L
U
N
I
T
:
1
7
E
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
3
3
C
(
H
S
G
:
D
)MAP SOIL UNIT: 16C (HSG: B)MAP SOIL UNIT: 17E (HSG: B)MAP
S
OI
L
U
NI
T:
1
4
C (
H
S
G:
B)
MAP
S
OI
L
U
NI
T:
3
3
C (
H
S
G:
D)
M
A
P
S
O
I
L
U
N
I
T
:
1
6
C
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
1
4
C
(
H
S
G
:
B
)
MA
P
S
O
I
L
U
N
I
T
:
1
4
C
(
H
S
G
:
B
)
MA
P
S
O
I
L
U
N
I
T
:
1
4
B
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
1
4
B
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
1
4
C
(
H
S
G
:
B
)MAP
SO
I
L
UN
I
T
:
1
4C
(H
SG
:
B
)MAP
SO
I
L
UN
I
T
:
4
0B
(HSG
:
B
)
MAP
S
O
I
L
U
N
I
T
:
4
0
B
(
H
S
G
:
B
)
MAP
S
O
I
L
U
N
I
T
:
8
B
(
H
S
G
:
D
)
PERENNIAL DRIVE
PRIVATE DRIVE
(POSTED SPEED LIMIT 35PSK)
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
USE: VACANT
50.0
ACCESS
EASEMENT
50.0
ACCESS
EASEMENT
E;ISTING 20.0
FREDERICK
WATER EASEMENT
PROPOSED ENTRANCE
LOCATED AT HIGH POINT OF
PERENNIAL DRIVE
E;ISTING PRIVATE BMP
MAINTENANCE EASEMENT
E;ISTING PRIVATE
BMP MAINTENANCE
EASEMENT
50.0
ACCESS
EASEMENT
50.0
ACCESS
EASEMENT
APPRO;. LOCATION CITY OF WINCHESTER E;. 20.0
PERMANENT WATER EASEMENT D.B. 859, PG. 87
E;ISTING PRIVATE BMP
MAINTENANCE EASEMENT
(VARIABLE WIDTH)
E;ISTING PRIVATE
BMP MAINTENANCE
EASEMENT
50.0
BRL
E; SAN SEW MH
E; TOP 840.68
FUT INV IN 832.84
E; INV OUT 832.74
E;ISTING 12
WATER STUB
E;ISTING 10.0
SEWER EASEMENT
INST 190008040
E;ISTING 5.0
GAS EASEMENT
E;ISTING 15.0
WATER EASEMENT
INST 190008040REMOVE E;ISTING WATERLINE
STUB BACK TO THE CROSS
AND CAP E;ISTING PIPE AT
THE CROSS
50.0
BRL
50.0
BRL
200
SEPARATION BUFFER
E;ISTING 20.0
FREDERICK
WATER EASEMENT
E;ISTING 20
WATER EASEMENT
E;ISTING 12 WATERLINE CITY
OF WINCHESTER WATER, TYP.
REMOVE E;ISTING SANITARY
STUB CLEANOUT BACK TO
THE E;ISTING MANHOLE.
PLUG MANHOLE ONCE PIPE
IS REMOVED
REMOVE E;ISTING SANITARY
STUB CLEANOUT BACK TO
THE E;ISTING MANHOLE.
PLUG MANHOLE ONCE PIPE
IS REMOVED
REMOVE E;ISTING SANITARY
STUB CLEANOUT BACK TO
THE E;ISTING MANHOLE.
PLUG MANHOLE ONCE PIPE
IS REMOVED
VACATE FCSA/FW EASEMENT
WHERE STUBS ARE
REMOVED, TYPICAL
VACATE FCSA EASEMENT
WHERE STUBS ARE
REMOVED, TYPICAL
VACATE FCSA EASEMENT
WHERE STUBS ARE
REMOVED, TYPICAL
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C2.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 50
0 50'100'
E;ISTING
CONDITIONS
DEMOLITION
PLAN
= TO BE DEMO'D
OR REMOVED
MAP SOIL
UNIT: 14D
MAP
S
O
I
L
U
N
I
T
:
4
0
B
(
H
S
G
:
B
)
MAP
S
O
I
L
U
N
I
T
:
8
B
(
H
S
G
:
D
)MAP SO
I
L
UN
I
T
:
4
0BMAP SO
I
L
UN
I
T
:
1
4B
AUTOMATIC GATE SYSTEM AND
ASSOCIATED STRIPING BY OTHERS.
MIN FUTURE LANE WIDTH 10
E;ISTING PRIVATE BMP
MAINTENANCE EASEMENT
E;ISTING PRIVATE
BMP MAINTENANCE
EASEMENT
E;ISTING PRIVATE BMP
MAINTENANCE EASEMENT
(VARIABLE WIDTH)
E;ISTING PRIVATE
BMP MAINTENANCE
EASEMENT
REMOVE E;ISTING SANITARY
STUB CLEANOUT BACK TO
THE E;ISTING MANHOLE.
PLUG MANHOLE ONCE PIPE
IS REMOVED
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C2.02
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 50
0 50'100'
E;ISTING
CONDITIONSB2 =ONEMS =ONEB2 =ONEMS =ONE200
SEPARATION BUFFER
PERENNIAL DRIVE
(PRIVATE DRIVE)
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A OFFICE AND ADMINISTRATION BUILDING, PARKING LOT, AND ALL ASSOCIATED INFRASTRUCTURE. . THE APPROXIMATE
DISTURBED AREA ASSOCIATED WITH THIS PROJECT IS ±13.3 ACRES. THE EARLY GRADING PLAN FOR WEST CAMPUS CAB (SUBMITTED UNDER SEPARATE COVER) SHALL GOVERN ALL
PHASE 1 E&S CONTROLS FOR THIS SITE. ONLY PHASE 2 E& S CONTROLS ARE SHOWN ON THIS PLAN.
EXISTING SITE CONDITIONS
CURRENTLY THE SITE CONSISTS OF CLEARED AND FORESTED AREA. ON-SITE DRAINAGE FLOWS FROM THE NORTH SIDE OF THE SITE TO THE SOUTH TO AN EXISTING STORMWATER
MANAGEMENT BASIN. EXISTING GRADE SLOPES BETWEEN 1% AND 75%.
ADJACENT PROPERTY
THE PROJECT AREA IS BORDERED TO THE EAST BY ROUTE 37, TO THE WEST BY PERENNIAL DRIVE, TO THE SOUTH BY PROPERTY OWNED BY WINCHESTER MEDICAL CENTER INC, AND
TO THE NORTH BY THE WINCHESTER MEDICAL CENTER INTERCHANGE WITH ROUTE 37.
OFF-SITE AREAS:
THERE ARE NO PLANNED OFF-SITE AREAS. HOWEVER, IF ANY OFF-SITE AREAS ARE USED THOSE AREAS WILL NEED TO OBTAIN AN APPROVED EROSION AND SEDIMENT CONTROL
PLAN FROM THE COUNTY PRIOR TO ANY MATERIAL BEING EITHER TRANSPORTED TO OR FROM THE SUBJECT PROPERTY. ALL UTILITIES AND FOUNDATIONS SHALL BE DISPOSED OF
PROPERLY.
SOILS
ORIGINAL GROUND FOR THE PRO-ECT AREA HAS BEEN DISTURBED WITH RECENT CONSTRUCTION ACTIVITIES. SOIL TYPES IN THE PRO-ECT AREA ARE SIMILAR TO THE SOILS LISTED BELOW.
SOIL DATA OBTAINED FROM USDA NATURAL RESOURCES CONSERVATION SERVICE ONLINE WEB SOIL SURVEY AND FREDERICK COUNTY SOIL SURVEY MANUAL, -ANUARY 1987:
·(14B) FREDERICKPOPLIMENTO LOAMS, 2 TO 7 PERCENT SLOPES, WELL DRAINED, K 0.32, MEDIUM SURFACE RUNOFF, MODERATELY HIGH TO HIGH WATER CAPACITY 0.571.98 IN/IN.,
HYDROLOGIC GROUP C
·(14C) FREDERICKPOPLIMENTO LOAMS, 7 TO 15 PERCENT SLOPES, WELL DRAINED, K 0.24 , RAPID SURFACE RUNOFF, MODERATE WATER CAPACITY 0.090.18 IN/IN., HYDROLOGIC
GROUP C
·(16C) FREDERICKPOPLIMENTO LOAMS, VERY ROCKY, 7 TO 25 PERCENT SLOPES, WELL DRAINED, K 0.24 , MEDIUM SURFACE RUNOFF, MODERATE WATER CAPCITY 0.100.18 IN/IN.,
HYDROLOGIC GROUP B
·(17E) FREDERICK POPLIMENTOROCK OUTCROP COMPLE;, 1545 PERCENT SLOPES, WELL DRAINED, K 0.24 , RAPID SURFACE RUNOFF, MODERATE WATER CAPACITY 0.100.18 IN/IN.,
HYDROLOGIC GROUP C
·(33C) OPEQUONCHILLHOWIE SILTY CLAYS, VERY ROCKY, 3 TO 15 PERCENT SLOPES, WELL DRAINED, K 0.32 , RAPID SURFACE RUNOFF, VERY LOW WATER CAPACITY 0.120.21 IN/IN.,
HYDROLOGIC GROUP C
CRITICAL EROSION AREAS
ALL 3:1 SLOPES AND GREATER, AREAS AT PIPE OUTFALLS, AND ALL GRADED AREAS IN WHICH A BUILDING SLAB, CELLER/BASEMENT OR FOOTER HAS BEEN REMOVED SHALL BE
CONSIDERED CRITICAL EROSION AREAS. THESE AREAS SHALL BE MONITORED DAILY AND AFTER EACH SUFFICIENT RAIN FALL. THE LOCAL GOVERNING AUTHORITY WILL HAVE THE
AUTHORITY TO RECOMMEND THE PLACEMENT OF ADDITIONAL EROSION CONTROL MEASURES IN THIS AREA IF IT BECOMES EVIDENT DURING CONSTRUCTION THAT THE ONES IN
PLACE ARE NOT FUNCTIONING SUFFICIENTLY.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND JAMES MADISON UNIVERSITY STANDARDS. THE MINIMUM
STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE.
STRUCTURAL PRACTICES
- CONSTRUCTION ENTRANCE (3.02): A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION
SITE.
- SILT FENCE (3.05):A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED.
- STORM DRAIN INLET PROTECTION (3.07): A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET.
VEGETATIVE PRACTICES
-TOP SOILING (3.30): TOPSOIL WILL BE STRIPPED FROM THE SITE AND STOCKPILED IN AN AREA DETERMINED IN THE FIELD. UPON THE COMPLETION OF THE PROJECT TOPSOIL WILL
BE PLACED ON ALL DISTURBED AREAS AT A MINIMUM DEPTH OF 6 INCHES.
-TEMPORARY SEEDING (3.31): ALL DENUDED AREAS LEFT DORMANT FOR MORE THAN 14 DAYS SHALL BE SEEDED WITH A FAST GERMINATING TEMPORARY VEGETATION.
-TEMPORARY VEGETATION: THE TIME OF YEAR WILL BE THE BASIS FOR THE SEED MIXTURE.
-PERMANENT SEEDING (3.32): ALL SEEDED AREAS WILL BE RESEEDED, MULCHED AND FERTILIZED AS NEEDED TO OBTAIN AN ADEQUATE STAND OF GRASS AS SOON AS POSSIBLE
AFTER FINAL GRADING OPERATIONS.
- MULCHING (3.35): APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW VELOCITIES.
FOSTERS PLAN GROWTH BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAR OR COLD. SHOULD BE APPLIED TO ALL SEEDING OPERATIONS,
OTHER PLANT MATERIALS WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY THEMSELVES, AND BASE AREAS WHICH CANNOT BE SEEDED DUE TO THE SEASON BUT WHICH
STILL NEED PROTECTION TO PREVENT SOIL LOSS.
- DUST CONTROL (3.39): REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBANCE, DEMOLITION OR CONSTRUCTION ACTIVITIES IN AREAS SUBJECT TO DUST
PROBLEMS IN ORDER TO PREVENT SOIL LOSS AND REDUCE THE PRESENCE OF POTENTIALLY HARMFUL AIRBORNE SUBSTANCE.
MANAGEMENT STRATEGIES
CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS WILL BEGIN AND END AS SOON AS POSSIBLE. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER ACHIEVING ADEQUATE STABILIZATION, AND IN THE OPINION OF THE LOCAL
ADMINISTRATOR, THE TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED AND ANY AREAS DISTURBED DURING THIS PROCESS SHALL BE STABILIZED.
PERMANENT STABILIZATION
ALL AREAS LEFT UNCOVERED BY EITHER BUILDINGS OR PAVEMENT SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE
DONE IN ACCORDANCE WITH THE VESCH. ANY ALTERATIONS FROM THIS DOCUMENT SHALL BE APPROVED BY THE LOCAL EROSION CONTROL ADMINISTRATOR. ALL AREAS EITHER
TEMPORARILY OR PERMANENTLY SEEDED NEED TO BE MULCHED AND WATERED REGULARLY TO ACHIEVE, IN THE PROGRAM ADMINISTRATOR'S OPINION, AN ADEQUATE STAND OF
VEGETATION.
STORM WATER MANAGEMENT
WATER QUANTITY & QUALITY WILL BE PROVIDED FOR THIS PROJECT UNDER THE STORMWATER MANAGEMENT MASTER PLAN FOR WINCHESTER MEDICAL CENTER TITLED "WEST
CAMPUS STORMWATER MANAGEMENT PLAN". ALL CALCULATIONS ARE IN ACCORDANCE WITH MS-19 AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
17.05 LBS OF PHOSPHORUS REMOVAL REQUIRED WITH THIS DEVELOPMENT. SEE THE LAND COVER5 MAP FOR TOTAL ALLOWABLE IMPERVIOUS DRAINING TO THE POND AND FOR A
RUNNING TOTAL OF THE REMAINING IMPERVIOUS AREA DRAINING TO THE POND AFTER THIS PROJECT IS DEVELOPED.
MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF PRODUCING RAINFALL. THEY WILL BE INSPECTED FOR UNDERMINING,
DETERIORATION, EROSION AND EXCESS DEPOSITED MATERIAL. ALL DEFICIENCIES WILL BE CORRECTED IMMEDIATELY. EXCESS MATERIAL WILL BE SPREAD ON THE SITE IN A MANNER
WHERE IT IS NOT LIKELY TO ERODE IN THE FUTURE.
MAINTENANCE SCHEDULE:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF PRODUCING RAINFALL. THE FOLLOWING ITEMS WILL BE
CHECKED IN PARTICULAR: (ALL REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE)
1.THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, RESEED, AND WATERED AS NEEDED.
2.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT OF WAYS. ALL SEDIMENT
REMOVED SHALL BE DISPOSED OF PROPERLY.
3.IN CASE OF LARGE STORM EVENTS DURING CONSTRUCTION ACTIVITY CONTRACTORS SHALL ENSURE THAT ALL EROSION AND SEDIMENT CONTROL DEVICES ARE OPERATING
PROPERLY AND CORRECT ANY DEFICIENCIES AS NEEDED.
4.THE CERTIFIED RESPONSIBLE LAND DISTURBER AS DEFINED IN THE SWPPP WILL BE RESPONSIBLE FOR MAINTENANCE DURING CONSTRUCTION.
5.THE SEDIMENT BASIN STRUCTURE AND EMBANKMENT SHALL BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY
EROSION OR CONSTRUCTION EQUIPMENT.
6.THE SEDIMENT BASIN SHALL BE CHECKED AFTER EACH RUNOFF-PRODUCING RAINFALL FOR SEDIMENT CLEANOUT. WHEN THE SEDIMENT REACHES THE CLEAN-OUT LEVEL, IT
SHALL BE REMOVED AND PROPERLY DISPOSED.
7.CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS
SHOULD BE REMOVED AFTER EACH STORM EVENT AND MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER.
8.DIVERSIONS SHALL BE INSPECTED AND REPAIRS MADE IF NECESSARY AT LEAST ONCE EVERY TWO WEEKS.
9.CHECK OUTLET PROTECTION REGULARLY FOR SEDIMENT BUILD-UP AND CORRECT ANY EROSION CONCERNS.
10.THE INLET PROTECTION SHALL HAVE THE SEDIMENT REMOVED AND THE INLET PROTECTION RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
TO ONE HALF OF THE DESIGN DEPTH.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-I: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT
CONTROL REGULATIONS.
ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE
AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN APPROVING AUTHORITY.
ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT
UNTIL FINAL STABILIZATION IS ACHIEVED.
ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR
CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
E&S MINIMUM STANDARDS
A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14
DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT
IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY
TRANSPORTED FROM THE PROJECT SITE.
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 BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY
LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS
THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A
SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM,
MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL
CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE
YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE
DRAIN STRUCTURE.
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE
SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE 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 WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE 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.
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING
CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL CHAPTERS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER
THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.
F. APPLICABLE SAFETY CHAPTERS SHALL BE COMPLIED WITH.
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS
TO LARGER LAND-DISTURBING ACTIVITIES.
18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES
ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION
OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN
VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING
STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND
SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS:
A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE
OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR
PIPE SYSTEM SHALL BE PERFORMED.
B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE
CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR
(2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF
CHANNEL BED OR BANKS.
(B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS
AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND
(C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.
C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
(1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED
OR BANKS; OR
(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES;
(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL
CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR
(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT
DOWNSTREAM EROSION.
D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.
F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE
DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE.
G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION
FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL,
PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY.
J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE
CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT.
HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL
INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR
NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE
DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING
FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS
THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK
FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME
FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS
DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT.
M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE
SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT
REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT
REGULATIONS.
N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS
SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C3.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
EROSION
SEDIMENT
CONTROL
NOTES
ROUTE 37 S.B.L.
(POSTED SPEED LIMIT 65PSK)
PERENNIAL DRIVE
PRIVATE DRIVE
(POSTED SPEED LIMIT 35PSK)
8.95 ACRES OF
OPEN SPACE
1.25 ACRES OF
OPEN SPACE
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
51.76 ACRES
USE: VACANT
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: RA
USE: VACANT
FRUIT HILL
ORCHARD, INC.
TM: 53-A-69
ZONED: RA
USE: AGRICULTURAL
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: B2
USE: VACANT
FRUIT HILL
ORCHARD, INC.
TM: 53-A-1
ZONED: RA
USE: AGRICULTURAL
0.22 ACES OF OPEN SPACE
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C4.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 100
0 100'200'
OPEN SPACE
PLAN
OPEN SPACE, LANDSCAPED AREA, AND BUFFER AND SCREENING REGULATIONS (165-504.07)
A.THE MINIMUM OPEN SPACE PERCENTAGE FOR THE MS (MEDICAL SUPPORT) DISTRICT
SHALL INCLUDE:
(1) TWENTY PERCENT OF THE OVERALL GROSS AREA OF A MASTER-PLANNED MS
(MEDICAL SUPPORT) DISTRICT THAT IS TO BE DEVELOPED AS ONE PARCEL.
B.ALL OPEN SPACE AREAS SHALL BE LANDSCAPED TO PROVIDE FOR A GRASS COVER
AND VEGETATIVE ELEMENTS AS REQUIRED UNDER § 165-202.01D(13), REGARDING
PARKING LOT LANDSCAPING, AND § 165-203.02, BUFFER AND SCREENING
REQUIREMENTS, OF THIS CHAPTER. MINIMUM STANDARDS FOR REQUIRED
VEGETATIVE ELEMENTS INCLUDE TWO-INCH CALIPER TREES AND THREE-FOOT
SHRUBS AT THE TIME OF PLANTING. STORMWATER MANAGEMENT FACILITIES AND
LANDSCAPED PARKING LOT RAISED ISLANDS SHALL BE PERMITTED TO BE
CALCULATED AS PART OF THE OVERALL OPEN SPACE PERCENTAGE.
OPEN SPACE CALCULATIONS PER APPROVED MASTER DEVELOPMENT PLAN (SHEET C1.08)
MS PARCEL = 51.76 ACRES
REQUIRED OPEN SPACE: (51.76 X 0.20) = 10.352 ACRES
PROVIDED OPEN SPACE: 10.42 ACRES
= DEDICATED OPEN SPACE
200
SEPARATION BUFFER
CLASS
C
BUFFER REQUESTED TO BE DEEMED
NOT APPLICABLE PER SECTION 165203.02(D)
DUE TO THE FACT THAT THE PROPERTY IS:
1)OWNED BY THE SAME ENTITY AS THE
DEVELOPED PROPERTY
2)VACANT AND NOT DEVELOPABLE AS
RESIDENTIAL
3)SUBSTANTIALLY BUFFERED BY
TOPOGRAPHY
4)SUBSTANTIALLY BUFFERED BY
PROPOSED EVERGREEN TREES TO
SATISFY PERIMETER TREE
REQUIREMENTS (SEE SHEET C4.05)
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 SS
ROUTE 37 S.B.L.
(POSTED SPEED LIMIT 65PSK)
PERENNIAL DRIVE
PRIVATE DRIVE
(POSTED SPEED LIMIT 35PSK)
20
FREDERICK
WATER EASEMENT
E;ISTING 20
WATER EASEMENT
E;ISTING 20
SEWER EASEMENT
E;ISTING VARIABLE WIDTH
PRIVATE BMP EASEMENT
PROPOSED SIGN
(BY OTHERS)
(SEE NOTE 3)
PROPOSED SIGN
(BY OTHERS)
(SEE NOTE 3)
PROPOSED
STORM (TYP.)
PROPOSED
SANITARY (TYP.)
PROPOSED
WATER (TYP.)
PROPOSED
SITE LIGHTING
(TYP.)
NOTE:
1)REFER TO ELECTRICAL DRAWINGS FOR ALL
SITE RELATED ELECTRICAL
COMMUNICATIONS UTILITIES
2)PROPOSED SIGN BY OTHERS SHALL NOT
E;CEED 50 SF IN AREA AND 12
IN HEIGHT.
ALL SITE SIGNAGE MUST CONFORM TO
CODE SECTION 16520106.
E;ISTING 12 WATERLINE CITY
OF WINCHESTER WATER, TYP.
12
12
12
12
12
13
7
31
29
29
30
31
32
32
29
29
32
32
32
32
32
9
15
20
22
23
7
20
5 10
24
186.97
OFFICE AND
ADMINISTRATION
7
239.57
293.25
190.03
PROPOSED
CONDUITS
20
FREDERICK
WATER EASEMENT
55.20
57.03
21.31
25.24
20
PARKING
LOT SETBACK
20
PARKING LOT SETBACK
20
FREDERICK
WATER EASEMENT
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C4.02
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 50
0 50'100'
OVERALL
SITE PLAN
WINCHESTER MEDICAL CENTER- WEST CAMPUS CAB SITE DATA
PROPERTY ADDRESS / OWNER:
DEVELOPER:
ENGINEER:VALLEY ENGINEERING, PLC
TAX MAP #
TOTAL LOT ACREAGE:
TOTAL LAND DISTURBED:
ZONING:
BUILDING SETBACKS:FRONT:35' - 165-504.05(A)
SIDE & REAR:N/A
MAXIMUM BUILDING HEIGHT ALLOWED:WAREHOUSE=35' OFFICE=90'
BUILDING HEIGHT:
EXISTING USE:
PROPOSED USE:
FLOOR AREA:TOTAL=169,958 SF (2-STORY OFFICE=91,150 SF,
WAREHOUSE= 78,808 SF)
BUILDING USE GROUP:
BBUILDING CONSTRUCTION TYPE:
2-B
ISO NEEDED FIRE FLOW:
TOPOGRAPHIC / BOUNDARY SURVEY:VALLEY ENGINEERING, PLC
DATUM:WGS 84
FLOOD PLAIN INFORMATION:THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON
FIRM MAP NUMBER 51069C0204D EFFECTIVE
SEPTEMBER 2, 2009.
HYDROLOGIC UNIT CODE:PU-G - OPEQUON CREEK / PU17 -TOWN RUN
PARKING
PROPOSED USE:OFFICE AND ADMINISTRATION BUILDING
PARKING BASED ON:OFFICE = ONE SPACE FOR EACH 250 SF GFA
TOTAL PARKING REQUIRED:365 (OFFICE) + 12 (8 EMPLOYEE) + 27 (VEHICLES) = 404
ADA PARKING REQUIRED:8 WITH 2 VAN ACCESSIBLE
EXISTING PARKING TO REMAIN:N/A
TOTAL PARKING DESIGNED:*672 OF WHICH 18 ARE ADA SPACES WITH 4 VAN
ACCESSIBLE.
*NOTE: 8 COMPACT CAR SPACES ARE INCLUDED IN
THE TOTAL PARKING COUNT BEYOND CODE
REQUIREMENTS
WINCHESTER MEDICAL CENTER, INC.
WINCHESTER MEDICAL CENTER, INC.
53-A-68
51.76 AC
13.3 AC
MS (MEDICAL SUPPORT)
35' (ENTIRE BUILDING)
VACANT
OFFICE AND ADMINISTRATION BUILDING
WAREHOUSE = 1.5 SPACE PER EMPLOYEE + 1 PER
COMPANY VEHICLE
STRUCTURE & PARKING LOT SETBACK NOTES (165-504.05)
(A)ALL PERMITTED EDUCATIONAL, RESEARCH, PROFESSIONAL,
COMMERCIAL, AND OTHER RELATED SUPPORT SERVICES
SHALL HAVE A MINIMUM FRONT YARD SETBACK OF 50 FEET
FROM ANY URBAN COLLECTOR STREET AND A MINIMUM
FRONT YARD SETBACK OF 35 FEET FROM ANY URBAN LOCAL
STREET.
(E)PARKING LOTS SHALL BE SET BACK A MINIMUM OF 20 FEET
FROM URBAN COLLECTOR STREETS AND SHALL BE SET
BACK A MINIMUM OF 10 FEET FROM URBAN LOCAL STREETS
TO PROVIDE FOR SAFE INGRESS AND EGRESS INTO
DEVELOPED PARCELS.
WATER & SEWER DEMAND CALCULATIONS:
AVERAGE DAILY WATER & SEWER DEMAND:
OFFICE: 0.1 GPD / GROSS SQ.FT. x (91,150 SQ.FT.): 9,115 GPD
WAREHOUSE: 25 GPD PER PERSON x (8 EMPLOYEES):+ 200 GPD
TOTAL = 9,315 GPD
50' - BUILDING RESTRICTION LINE (BRL)
/FRONT SETBACK FROM ROUTE 37
1,750 GPM
*SETBACKS AND SIDEWALKS ARE NOT REQUIRED
ALONG THE PRIVATE DRIVEWAY (PERENNIAL DRIVE)
8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W 8 W 8 W 8 W8 SS8 SS
8 SS
12
12
12
12
12
13
7
31
29
29
30
31
32
32
29
29
32
32
32
32
32
9
15
5.0
SIDEWALK
5.0
SIDEWALK
STR
STR
7.5
SIDEWALK
22.0
TYP.
22.0
TYP.
22.0
TYP.
22.0
TYP.
9.0
TYP.
22.0
TYP.
22.0
TYP.
22.0
TYP.
20.0
TYP.
9.0
TYP.
20.0
TYP.
9.0
TYP.
20.0
TYP.
9.0
TYP.
9.0
TYP.
20.0
TYP.
9.0
TYP.R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R10.0
R5.0
R4.0
R4.0
R10.0
R10.0
R4.0
R10.0
R4.0
R10.0
R5.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R25.0
R25.0
R10.0
R28.0
R3.0
R5.0
R10.0
R5.0
R10.0
R4.0
R25.0
R4.0
R45.0
R45.0
R25.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R26.0
R4.0
R4.0
R4.0
R4.0
R4.0
R4.0
R26.0
R4.0
20.0
TYP.
9.0
TYP.
9.0
TYP.
20.0
TYP.
20.0
TYP.
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
13.0
14.0
10.1
17.5
9.0
9.0
9.2
9.0
9.2
9.2
9.2
9.2
8.0
5.0
8.0
9.0
TYP.
5.0
TYP.
9.0
TYP.
20.0
TYP.
20.0
TYP.
16.0
TYP.
16.0
TYP.
16.0
TYP.
16.0
TYP.
16.0
TYP.
16.0
TYP.
16.0
TYP.
16.0
TYP.
STR
9
1
E;
STR
8
STR
7
STR
E; 5
STR
E; 4
STR
E;3
STR
E; 2
STR
E; 1
STR
18
STR
19
STR
20
STR
25
STR
21
STR
22
STR
23.1
STR
24
STR
10
5.0
SIDEWALK
5.0
SIDEWALK
5.0
SIDEWALK
PROPOSED
SIGN BY
OTHERS
CG12 (TYP.)
CG12 (TYP.)
VDOT STD
CG6 (TYP.)
VDOT STD
CG6 (TYP.)
VDOT STD
CG6 (TYP.)
VDOT STD
CG6 (TYP.)
VDOT STD
CG6R (TYP.)
VDOT STD CG6R (TYP.)
VDOT STD
CG6R (TYP.)
VDOT STD
CG6R (TYP.)
CG12 (TYP.)
ACCESSIBLE PARKING SIGN (TYP.)
VDOT STD
CG6R (TYP.)
VDOT STD
CG6 (TYP.)
ADDITIONAL PARKING LOT
TO BE CONSTRUCTED
AT A LATER DATE.
CG12 (TYP.)
CG11 ENTRANCE (TYP.)
CG11 ENTRANCE (TYP.)
DEMO TREE
CURB RAMPS
ACCESSIBLE PARKING (TYP.)
FLUSH CURB 0 CURB AT ACCESS AISLES
R4.0
9
[16
COMPACT
PARKING SPACE
9
[16
COMPACT
PARKING SPACE
9
[16
COMPACT
PARKING SPACE
9
[16
COMPACT
PARKING SPACE
9
[16
COMPACT
PARKING SPACE
9
[16
COMPACT
PARKING SPACE
COMPACT
SPACE SIGN
(TYP.)
COMPACT
SPACE SIGN
(TYP.)
COMPACT
SPACE SIGN
(TYP.)
COMPACT
SPACE SIGN
(TYP.)
CG2 (TYP.)
(SEE DETAIL C7.03)
CG2 (TYP.)
(SEE DETAIL C7.03)
CG2 (TYP.)
(SEE DETAIL C7.03)
CG2 (TYP.)
(SEE DETAIL C7.03)
SIGN BY OTHERS
NO PARKING FIRE
LANE SIGN TYP.
CROSSWALK
(SEE DETAIL C7.01)
CROSSWALK
(SEE DETAIL C7.01)
CROSSWALK
(SEE DETAIL C7.01)
R10.0
R5.0
R25.0
R5.0
ACCESSIBLE
PARKING
SIGN (TYP.)
R5.0
R5.0
R10.0
R10.0
R5.0
R10.0
R15.0
37.3
9.0
22.0
22.0
22.0
REPLACEMENT CURB
GUTTER PAVEMENT
(SECTION TO MATCH E;ISTING)
REPLACEMENT CURB
GUTTER PAVEMENT
(SECTION TO MATCH E;ISTING)
STRIPED
DROPOFF
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C4.03
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 30
0 30'60'
DETAILED
SITE PLAN
LEGEND
LIGHT DUTY PAVEMENT
HEAVY DUTY PAVEMENT
CONCRETE
CG6R
E;TERIOR LIGHT FI;TURE
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 SS
ROUTE 37 S.B.L.
PERENNI
A
L
D
R
I
V
E
(POSE D SPEED
L
I
M
I
T
3
5
P
S
K
)
E
;
I
S
T
I
N
G
PERENNIAL DRIVE
PRIVATE DRIVE
(POSTED SPEED LIMIT 35PSK)
20
FREDERICK
WATER EASEMENT
E;ISTING 20
WATER EASEMENT
E;ISTING 20
SEWER EASEMENT
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
USE: VACANT
E;ISTING 12 WATERLINE CITY
OF WINCHESTER WATER, TYP.
20
FREDERICK
WATER EASEMENT
20
FREDERICK
WATER EASEMENT
PLANTING ISLAND DETAIL
SCALE: 1 3
9
TYP.
12 LAYER OF SOIL FILL
SEE NOTE 3 THIS SHEET
TOP OF CURB
3 LAYER OF BARK
MULCH OR STONE
(SEE LANDSCAPE PLAN)
FOR MATERIAL TYPE
24 OF TOPSOIL
(SEE NOTE 4
THIS SHEET)
CENTER TO BE
15 ABOVE TOP
OF CURB, TYP.
SUBBASE
MATERIAL
TYP.
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C4.05
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 50
0 50'100'
CODE
REQUIRED
LANDSCAPE
PLAN
INTERNAL TREE (SMALL MATURING)
LEGEND
PERIMETER TREE (EVERGREEN MATURING)
INTERNAL TREE (MEDIUM MATURING)
PERIMETER TREE (MEDIUM / LARGE MATURING)
PHASE I TREE PLANT SCHEDULE
SYM.QTY.COMMON NAME
(BRWDQLFDO NDPH)SI=E REMARKS
AD 7 SERVICEBERRY
Amelanchier arborea
2 CALIPER
6
MIN B AND B, MULCH INDIVIDUALLY
GE 7 MAIDENHAIR TREE
Ginkgo biloba
2 CALIPER
8
MIN B AND B, MULCH INDIVIDUALLY
GW 5 SHADEMASTER HONEYLOCUST
Gleditsia triacanthos inermis 'Shademaster'
2 CALIPER
8
MIN B AND B, MULCH INDIVIDUALLY
ID 13 FOSTER HOLLY
Ilex × attenuata 'Fosteri'6
MIN B AND B
KS 17 GOLDEN RAIN TREE
Koelreuteria paniculata
2 CALIPER
6
MIN B AND B, MULCH INDIVIDUALLY
NV 7 BLACK GUM
Nyssa slyvatica
2 CALIPER
8
MIN B AND B, MULCH INDIVIDUALLY
OY 12 EASTERN HOP HORNBEAM
Ostrya virginiana
2 CALIPER
8
MIN B AND B, MULCH INDIVIDUALLY
PF 18 CHINESE PISTACHE
Pistacia chinensis
2 CALIPER
6
MIN B AND B, MULCH INDIVIDUALLY
PV 19 WHITE PINE
Pinus strobus 6
MIN B AND B
QS 1 WILLOW OAK
Quercus phellos
2 CALIPER
6
MIN B AND B, MULCH INDIVIDUALLY
TD 11 LITTLE LEAF LINDEN
Tilia ccordata
2 CALIPER
6
MIN B AND B, MULCH INDIVIDUALLY
TJJ 47 GREEN GIANT ARBORVITATE
Thuja 'Green Giant'6
HT PLANT 6
O.C.
US 4 LACEBARK ELM
Ulmus parvifolia
2 CALIPER
8
MIN B AND B, MULCH INDIVIDUALLY
PHASE I SHRUB PLANT SCHEDULE
SYM.QTY.COMMON NAME
(BRWDQLFDO NDPH)SI=E REMARKS
TF 62 -APANESE YEW
Taxus cuspidata 'Nana Aurenscens'3 GALLON CONTAINER
FREDERICK COUNTY LANDSCAPE REQUIREMENTS:
(PHASE I AND PHASE II COMBINED LANDSCAPE REQUIREMENTS)
PERIMETER LANDSCAPING
·A THREEFOOTHIGH EVERGREEN HEDGE, FENCE, BERM,
OR ALL SHALL BE PROVIDED TO PREVENT HEADLIGHTS
FROM SHINING ON PUBLIC RIGHTSOFWAY AND
AD-OININGPROPERTIES.
PERIMETER LANDSCAPING CALCULATION:
TOTAL IMPERVIOUS AREA: 417,740 SF
(**INCLUDING FUTURE BUILDING EXPANSION**)
TOTAL REQUIRED PERIMETER TREES FOR 1 TREE FOR EVERY
2,000 SF OF TOTAL IMPERVIOUS AREA FOR FIRST 100,000 SF:
50 TREES
TOTAL REQUIRED PERIMETER TREES AFTER 100,000 SF
(WHICH IS 317,740 SF), 1 TREE PER 5,000 SF OF TOTAL
IMPERVIOUS AREA: 64 TREES
TOTAL PERIMETER TREES REQUIRED: 114
TOTAL PERIMETER TREES PROVIDED: 114
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
INTERIOR LANDSCAPING CALCULATION:
TOTAL INTERIOR PARKING LOT AREA: 263,466 SF
INTERIOR LANDSCAPE AREA REQUIRED: 13,173 SF (5)
TOTAL LANDSCAPE AREA PROVIDED: 15,807 SF (6)
TOTAL PARKING SPACES PROVIDED: 672
TOTAL INTERIOR TREES REQUIRED: 67 (1 PER 10 SPACES)
TOTAL INTERIOR TREES PROVIDED: 67
(7) GE
(6) TD
(5) GW
6"
(min)
TYPICAL SHRUB PLANTING DETAIL
SCALE: NTS
SCARIFY SUBSOIL
LIGHTLY COMPACT
SAUCER TOPSOIL
AROUND SHRUB
CUT BURLAP, ROPE
AND WIRE BASKET
AWAY FROM TOP 2
3
SIDES OF ROOT BALL.
DO NOT DISTURB OR
BREAK BALL
PLACE THIN LAYER OF
SOIL TO COVER BALL
4 TOP
SOIL
SHRUB
3 MULCH
(NO MULCH
WITHIIN 1 OF
TRUNK)
PLANTING
SOIL MI;ED
WITH RESIDUE
1:1 RATIO
(19) PV
(1) QS
(2) NV
(5) TD
(2) PF
(21) TF
(10) TF (11) TF(10) TF(10) TF
(1) PF
(1) PF
(1) PF
(3) KS
(1) KS
(2) OY
(1) KS
(1) PF
(7) AD
PROPOSED BOLLARDS
(1) OY
INTERNAL LANDSCAPE AREA (SHADED)
(2) KS
(1) PF
(4) US
(7) ID
(2) OY
(2) OY
(2) OY
(1) OY
(3) OY
(2) OY
(2) OY
(2) OY
(2) OY
(1) OY
(2) OY
(1) PF
(2) PF
(2) KS
(2) KS
(2) KS
(2) PF
(2) PF
(21) TF
(20) TF
PHASE II TREE PLANT SCHEDULE
SYM.QTY.COMMON NAME
(BRWDQLFDO NDPH)SI=E REMARKS
OY 13 EASTERN HOP HORNBEAM
Ostrya virginiana
2 CALIPER
8
MIN B AND B, MULCH INDIVIDUALLY
PHASE II SHRUB PLANT SCHEDULE
SYM.QTY.COMMON NAME
(BRWDQLFDO NDPH)SI=E REMARKS
TF 50 -APANESE YEW
Taxus cuspidata 'Nana Aurenscens'3 GALLON CONTAINER
PHASE II
(9) TF
2
05
045TREE PLANTING DETAIL
SCALE: NTS
NOTES:
STAKES TO BE PLACED FIRMLY
INTO SOIL
CONTRACTOR TO REGRADE,
SOD OR HYDROSEED STRAW
MULCH ALL AREAS DISTURBED
UNDISTURBED SUBGRADE
6 HEIGHT MOUND
ROOT BALL REMOVE 1
3 OF BURLAP
FROM TOP, REMOVE ALL ROPES /
METAL BASKETS
PLANTING SOIL MI;
3 SAUCER
3 LAYER F SHREDDED
HARDWOOD BARK MULCH
(2) HARDWOOD STAKES TO BE USED
ON TREES UP TO 12
HT. LARGER
TREES TO BE GUYED
12 GAUGE GALVANI=ED WIRE
DOUBLE STRAND TWISTED
BLACK RUBBER HOSE
TREE
21/2 TIMES TREE ROOTBALL
PHASE II
THIS AREA INCLUDES A 3 FT. MINIMUM HEIGHT BERM
NO PLANTINGS REQUIRED (SEE GRADING PLAN)
THIS AREA INCLUDES
A 3 FT. MINIMUM
HEIGHT BERM
THIS AREA IS 3 FT. OR IS MORE BELOW ROAD GRADE
LANDSCAPE NOTES:
1.ALL DISTURBED PORTIONS OF THE SITE NOT BUILT UPON OR MULCHED SHALL BE LANDSCAPED WITH GRASS SO THAT NO GROUND IS E;POSED.
·ALL AREAS TO BE SEEDED WITH PENNINGTON TURF TYPE TALL FESCUE BLEND (20 BLUEGRASS), OR EQUIVALENT APPROVED BY LANDSCAPE DESIGNER, UNLESS OTHERWISE NOTED ON LANDSCAPE
DRAWINGS.
·ALL AREAS GREATER THAN 3:1 SLOPE OR OTHERWISE CONSIDERED UNABLE TO MOW WITH STANDARD MOWING MAINTENANCE PRACTICES, SHALL BE SEED WITH ERNST STEEP SLOPE MEADOW MI;TURE,
OR EQUIVALENT APPROVED BY DESIGNER OR OWNER. MAINTENANCE WILL BE PREFORMED BY INSTALLER AND WILL BE INCLUDED AS PART OF THE BASE BID PACKAGE.
2.ALL SOILS IN TURF AREAS WILL RECEIVE 8µ OF SCREENED TOPSOIL.
3.ALL PLANTING AREAS WILL RECEIVE 12µ OF SCREENED SOIL FILL BELOW TOPSOIL LAYER. THIS AREA SHALL BE NOT COMPACTED WITH HEAVY EQUIPMENT TIRES OR TRACKS, LIFTS, OR ANY OTHER
EQUIPMENT CAUSING SOIL COMPACTION.
4.ALL PLANTING AREAS WILL RECEIVE 24µ OF SCREENED TOPSOIL.
5.SOILS IN PLANTING AREAS WILL RECEIVE 4µ OF ORGANIC COMPOST TILLED IN ON TOP OF THE 12µ OF TOPSOIL. COMPOST WILL BE UNIFORMLY SPREAD AND INCORPORATED OVER ENTIRE PLANTING AREAS.
6.ALL PLANTING AREAS WILL RECEIVE 3 OF BARK MULCH.
7.FURNISH NURSERY GROWN TREES AND SHRUBS COMPLYING WITH ANSI AND THE FOLLOWING REQUIREMENTS AND SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT OR OWNER:
·PROVIDE PLANTS WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING
·PROVIDE WELL SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS DISFIGURING KNOTS, SUN SCALD, IN-URIES, ABRASIONS, AND
DISFIGUREMENT .
·PROVIDE SELECTED SPECIMEN QUALITY PLANTS BEING E;CEPTIONALLY HEAVY, SYMMETRICAL, TIGHT KNIT, SO TRAINED OR FAVORED IN THEIR DEVELOPMENT AND APPEARANCE AS TO BE SUPERIOR IN
FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY.
·DO NOT PRUNE PLANTS BEFORE DELIVERY.
·PROVIDE PLANTS TYPICAL OF THEIR SPECIES OR VARIETY AND E;HIBITING A NORMAL HABIT OF GROWTH AND BE LEGIBLY TAGGED WITH PROPER NAME. PROVIDE PLANTS GROWN UNDER CLIMATIC
CONDITIONS SIMILAR TO THOSE OF SITE OR HAVE BEEN ACCLIMATED TO SUCH CONDITION FOR AT LEAST 2 YEARS.
8.ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY LANDSCAPE CONTRACTOR FOR DURING CONSTRUCTION AND FOR 1 YEAR AFTER SUBSTANTIAL COMPLETION OF THE ENTIRE
PRO-ECT. REFER TO NOTE 1 FOR MEADOW MAINTENANCE.
9.DEAD OR DYING VEGETATION SHALL BE REPLACED AT THE DIRECTION OF THE OWNER.
10.REPLACEMENT SHRUBS SHALL BE OF A SI=E CONSISTENT WITH THAT WHICH COULD NORMALLY BE E;PECTED BASED UPON THE SPECIFIC SPECIES AND THE LENGTH OF THE TIME ELAPSED SINCE INITIAL
INSTALLATION OF LANDSCAPING.
11.REPLACEMENT TREES SHALL BE õµ CALIPER LARGER FOR EACH YEAR SINCE INITIAL INSTALLATION OF TREE, UP TO 5µ CALIPER.
12.PLANTING ISLANDS SHALL BE MOUNDED UP 15 ABOVE THE TOP OF CURB. SEE DETAIL THIS SHEET FOR MORE INFORMATION.
ADDITIONAL NOTES:
13.ALL PLANTINGS WILL CONFORM TO REQUIREMENTS OUTLINED IN 165203.01.
14.NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK COUNTY SANITARY AUTHORITY OR FREDERICK WATER EASEMENTS.
(1) PF
(13) TJJ
(9) TJJ (15) TJJ (10) TJJ
PERIMETER TREE (SCREENING, COLUMNAR)
(6) ID
(5) NV
(1) PF
(1) KS (1) KS (1) PF (1) PF
(1) OY
(1) KS
(1) KS
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 SS
PERENNIAL DRIVE
PRIVATE DRIVE
(POSTED SPEED LIMIT 35PSK)
PROPOSED
NO PARKING FIRE LANE
SIGN (TYP)
NO PARKING FIRE LANE
CURB STRIPING (TYP.)
BOLD LINE INDICATES
YELLOW FIRE LANE CURB
MARKING (TYPICAL)
BOLD LINE INDICATES
YELLOW FIRE LANE CURB
MARKING (TYPICAL)
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C4.06
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 40
40 0 40
FIRE LANE
STRIPING
SIGNAGE PLAN
FREDERICK COUNTY DEPT. OF FIRE AND RESCUE REQUIRED SITE PLAN NOTES:
REVISION 7/2018
1.REQUIRED FIRE HYDRANTS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO COMBUSTIBLE MATERIALS ARRIVING ON SITE. FIRE HYDRANTS SHALL
BE LOCATED AND OPERATIONAL WITHIN 300 FOOT OF CONSTRUCTION WITH A 3 FOOT CLEAR SPACE MAINTAINED AROUND THE CIRCUMFERENCE OF
THE FIRE HYDRANTS. WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER APPROVED MEANS SHALL
COMPLY WITH THE PROVISIONS OF THE FREDERICK COUNTY FIRE PREVENTION CODE.
2.THE FIRE DEPARTMENT SHALL NOT BE DETERRED OR HINDERED FROM GAINING IMMEDIATE ACCESS TO FIRE PROTECTION EQUIPMENT OR FIRE
HYDRANTS.
3.VEHICLE ACCESS FOR FIREFIGHTING SHALL BE PROVIDED TO WITHIN 150 FEET OF ALL PORTIONS OF THE BUILDING UNDER CONSTRUCTION.
ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS, UP TO
37.5 TONS, UNDER ALL WEATHER CONDITIONS. IF THE BUILDING HEIGHT IS GREATER THAN 50 FEET, VEHICLE ACCESS FOR FIREFIGHTING SHALL BE
WITHIN 50 FEET OF THE BUILDING UNDER CONSTRUCTION.
4.VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 50 FEET OF ANY IN-SERVICE FIRE DEPARTMENT CONNECTION.
5.POSTS, FENCES, VEHICLES, TRASH, STORAGE, BUILDING SUPPLIES, BUSHES, TREES, LANDSCAPING, DUMPSTERS, UTILITIES AND OTHER MATERIALS
OR OBJECTS SHALL NOT BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS OR FIRE PROTECTION CONTROL
VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTS FROM BEING IMMEDIATELY DISCERNIBLE.
6.TEMPORARY CONSTRUCTION FENCES, BARRIERS, OR GATES SHALL BE ABLE TO BE READILY MOVED OR OPENED IN THE EVENT OF AN EMERGENCY.
AFTER HOURS ACCESS THROUGH GATES SHALL BE PROVIDED.
7.TEMPORARY STREET IDENTIFICATION SIGNS SHALL BE PLACED AT EACH INTERSECTION BY THE DEVELOPER PRIOR TO ANY CONSTRUCTION
BEGINNING. SIGNS SHALL BE OF DURABLE MATERIAL CAPABLE OF WITHSTANDING ALL WEATHER CONDITIONS. LETTERS SHALL BE IN A
CONTRASTING COLOR TO THE BACKGROUND UPON WHICH THEY ARE PLACED. SIGN LETTERS SHALL BE A MINIMUM OF 3 INCHES IN HEIGHT.
BOTTOM OF SIGN SHALL BE MOUNTED A MINIMUM OF 8 FEET AND A MAXIMUM OF 10 FEET ABOVE THE GROUND UPON WHICH IT IS INSTALLED. THE
DEVELOPER SHALL CONTACT THE COUNTY WHEN TEMPORARY SIGNS HAVE BEEN ERECTED. THE DEVELOPER SHALL BE RESPONSIBLE FOR KEEPING
THESE SIGNS IN PLACE UNTIL SUCH TIME AS PERMANENT SIGNS ARE ERECTED.
8.TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH IMPACT PROTECTION, OR IN AN AREA NOT DIRECTLY ADJACENT TO VEHICULAR TRAFFIC, NO
SMOKING SIGNAGE AND A FIRE EXTINGUISHER WITHIN 20 FEET.
9.ANY TEMPORARY ON-SITE HAZARDOUS MATERIALS SHALL BE STORED AND USED IN ACCORDANCE WITH THE FREDERICK COUNTY FIRE PREVENTION
CODE AND HAVE MSDS INFORMATION READILY AVAILABLE.
10.NO SMOKING WILL BE ALLOWED IN OR AROUND BUILDINGS UNDER CONSTRUCTION, STAGED COMBUSTIBLE MATERIAL, OR COMBUSTIBLE WASTE
MATERIALS.
11.BUILDINGS UNDER CONSTRUCTION SHALL HAVE FIRE EXTINGUISHERS READILY AVAILABLE.
12.COMBUSTIBLE WASTE SHALL NOT BE ACCUMULATED IN OR AROUND BUILDINGS AND/OR ON THE SITE.
13.FIRE LANES SHALL BE DESIGNATED AND MARKED IN ACCORDANCE WITH FREDERICK COUNTY'S STANDARD FOR DESIGNATION AND MARKING OF FIRE
LANES. AN ON SITE VISIT SHALL BE SCHEDULED WITH THE FIRE MARSHAL'S OFFICE PRIOR TO THE PLACEMENT OF ANY SIGNS OR MARKINGS
DESIGNATING A FIRE LANE. AN APPOINTMENT FOR THIS PURPOSE CAN BE SCHEDULED BY CALLING 540-665-6350 AT LEAST 48 HOURS PRIOR.
14.BASED ON THE PROJECT, THE FIRE MARSHAL'S OFFICE MAY DEEM IT APPROPRIATE FOR THE CREATION OF A PRE-FIRE PLAN OR TOURS BY FIRE
DEPARTMENT PERSONNEL WHICH WILL BE COORDINATED WITH THE JOB SUPERINTENDENT.
15.THE JOB SUPERINTENDENT, OR RESPONSIBLE PARTY, SHALL BE RESPONSIBLE FOR MAINTAINING SITE CONDITIONS IN ACCORDANCE WITH THE
ABOVE REQUIREMENTS DURING CONSTRUCTION.
SRXWK EQWUDQFH SLJKW DLVWDQFH PROFILE
810
820
830
840
850
860
810
820
830
840
850
860
700 800 900 1000 1100 1200 1300 1400
HEIGHT OF
EYE 3.50
HEIGHT OF
OB-ECT 3.50
SDR 390.0
E;ISTING
GRADE
HEIGHT OF
OB-ECT 3.50
SDL 390.0
SRXWKHUQ EQWUDQFH PROFILE
820
830
840
850
860
870
820
830
840
850
860
870
1000 1100 1150
PROPOSED
GRADEE;ISTING
GRADE
PROPOSED
GRADE 831.93834.00836.01835.69837.27837.66838.96840.10840.46841.07840.88841.49841.96840.99841.77843.05842.10842.81843.02842.78843.60843.30843.72844.11844.27840.93842.17841.45842.77842.582.262.08
E;ISTING EOP
STA:1011.76
ELEV:840.84 PVC STA: 1012.48PVC ELEV: 840.82PVT STA: 1022.48PVT ELEV: 840.83LVC: 10.00
SSD:85.44
K: 2.30PVI STA:1017.48PVI ELEV:840.728 W8 W 8 W
8 W
8 W
8 W
8 W8 W8 SS61070080090010001100120013001390WIN
C
H
E
S
T
E
R
M
E
D
I
C
A
L
CEN
T
E
R
,
I
N
C
.
TM:
5
3
-
A
-
6
8
ZON
E
D
:
B
2
M
S
USE:
V
A
C
A
N
T
1000
110
0
390
SIGHT DISTANCE RIGHT
390
SIGHT DISTANCE LEFT
SIGHT DISTANCE EASEMENT
841842
84
2
841
841
841
842
843
843
84
1
84
2
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C5.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
SOUTH
ENTRANCE
PROFILE
SIGHT
DISTANCE
MLG EQWUDQFH SLJKW DLVWDQFH PROFILE
820
830
840
850
860
870
820
830
840
850
860
870
700 800 900 1000 1100 1200 1300 1400
MLG EQWUDQFH PROFILE
820
830
840
850
860
870
820
830
840
850
860
870
1000 1100 1150
HEIGHT OF
EYE 3.50
HEIGHT OF
OB-ECT 3.50
SDR 390.0
E;ISTING
GRADE
HEIGHT OF
OB-ECT 3.50
SDL 390.0
PROPOSED
GRADE
E;ISTING
GRADE
PROPOSED
GRADE844.13837.67843.08833.79840.76840.67840.81842.03841.86842.07842.63842.81843.63842.37844.71841.71845.01843.66844.78844.49844.25845.39845.04845.85844.98845.60845.98846.59847.07847.772.01
3.56
1.006.16
PVI STA 1029.73
PVI ELEV 844.33
PVC STA 1024.05
PVC ELEV. 844.27
PVT STA 1035.42
PVT ELEV. 843.98
VCL 11.37
SSD 98.56
K 1.589
VCL 11.37
SSD 98.56
K 1.589
E;ISTING EOP
STA:1011.89
ELEV:844.29
LVC: 9.49
SSD:169.95
K: 3.16
PVC STA: 1011.94
PVC ELEV: 844.29
PVT STA: 1021.43
PVT ELEV: 844.24
PVI STA:1016.68
PVI ELEV:844.19
LP STA:1018.27
LP ELEV:844.23 PVC STA: 1053.48PVC ELEV: 842.86PVT STA: 1088.04PVT ELEV: 841.18LVC: 34.56
SSD:288.59
K: 13.33PVI STA:1070.76PVI ELEV:841.808 W8 W8 W8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W8 W8 W8 SS
WINCHESTER
M
E
D
I
C
A
L
CENTER, INC.
TM: 53-A-68
ZONED: B2MS
USE: VACANT
FRUIT HILL OR
C
H
A
R
D
,
I
N
C
.
TM: 53-A-1
ZONED: RA
USE: VACANT
1000
110061070080090010001100120013001390390
SIGHT DISTANCE LEFT
390
SIGHT DISTANCE RIGHT
PERENNIAL DRIV
E
PRIVATE DRIVE
(POSTED SPEED
L
I
M
I
T
3
5
P
S
K
)
SIGHT DISTANCE EASEMENT
84584
7
848
84
9
845
844
843
842
840 841842842
841
847
8
4
4
848
841
84
5
841
841
842
843
843
840
837
838
839
841
842
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C5.02
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
MID ENTRANCE
PROFILE
SIGHT
DISTANCE
NRUWK EQWUDQFH PROFILE
830
840
850
860
870
880
830
840
850
860
870
880
1000 1100 1150
NRUWK EQWUDQFH SLJKW DLVWDQFH PROFILE
820
830
840
850
860
870
820
830
840
850
860
870
700 800 900 1000 1100 1200 1300 1400
HEIGHT OF
EYE 3.50
HEIGHT OF
OB-ECT 3.50
SDR 3
9
0
.
0
E;ISTING
GRADE
HEIGHT OF
OB-ECT 3.50
SDL 390.0
E;ISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE849.43857.73848.25863.68845.57845.97846.55847.31847.97848.01849.42849.49850.14849.04850.17849.37849.71849.06847.01843.54840.21837.88836.12835.482.08
5.36PVI STA 1020.50PVI ELEV 849.77PVC STA 1015.00PVC ELEV. 849.66PVT STA 1026.00PVT ELEV. 849.43VCL 10.99
SSD 86.00
K 1.332
E;ISTING EOP
STA:1014.50
ELEV:849.658 W8 W8 W8 W8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W
8 W8 W8 W8 SS
1000
1100110061070080090010001100120013001390WINCHESTER
M
E
D
I
C
A
L
CENTER, INC.
TM: 53-A-68
ZONED: B2MS
USE: VACANT
FRUIT HILL OR
C
H
A
R
D
,
I
N
C
.
TM: 53-A-1
ZONED: RA
USE: VACANT
390
SIGHT DISTANCE LEFT 390
SIGHT DISTANCE RIGHT
PERENNIAL DRIV
E
PRIVATE DRIVE
(POSTED SPEED
L
I
M
I
T
3
5
P
S
K
)
WINCHESTER MEDICAL 84584
7
848
84
9
845
844
843
842
840839
840 841842842
841
847
8
4
4
848
841
84
5
841
843
843
840
836
837
838
839
841
842
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C5.03
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
NORTH
ENTRANCE
PROFILE
SIGHT
DISTANCE
8 W8 W8 W8 W8 W8 W8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 SS
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: B2MS
USE: VACANT
USE: VACANT
10
0
0
11
0
0
120012101
E;
PERENNIAL DRIVE
PRIVATE DRIVE
(POSTED SPEED LIMIT 35PSK)
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
USE: VACANT
TG 841.50FFE 841.50
2 84584
7
848
84
9
845
844
843
842
840840841839
838
837
840 841842842
841
847
8
4
4
848
841
845
841
PRIVATE SEWER LINE
PRIVATE SEWER LINE
841
842
843
843
835
840
836
837
838
839
841
842
PRIVATE SANITARY SEWER PROFILE
800
810
820
830
840
850
860
870
880
890
800
810
820
830
840
850
860
870
880
890
1000 1100 1200 1300
129 LF OF 8 SDR 35 # 0.78
(PRIVATE)
3
MIN.
COVER
11 LF OF 6 CL52 DUCTILE IRON # 2.0069.93 18 STORM SEWER CROSSINGCROWN. ELEV 832.44SAN INV 834.2464.58 8 WATERLINE CROSSINGCROWN ELEV 832.68SAN INV 834.21840.41845.09836.26841.56832.73839.96830.32841.10E; MH TOP AD-USTMENT
NEW TOP:845.09
PER FREDERICK WATER
INSPECTORS REQUIREMENTS
70 LF OF 8 CL52 DUCTILE IRON # 0.50
(PRIVATE)
18
MIN.
SEPERATIONE; MH 48 DIA.E; TOP 840.68INV IN 832.94 (FROM STR 1)E; INV OUT 832.74E;H 7.94
MH1 48 DIA.TOP 840.62INV IN 834.05 (FROM STR 2)INV OUT 833.95 (TO STR E;)1 H 6.67
MH1 48 DIA.TOP 841.09INV IN 834.50 (FROM BLDG)INV OUT 834.40 (TO STR 1)2 H 6.73
PROPOSED GRADE
E;ISTING GRADE
CONTROLLED FILL (TYP.)
CORE DRILL BY CONTRACTOR
PER FREDERICK WATER
INSPECTOR
S REQUIREMENTS
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C5.04
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
SEWER PLAN
PROFILE
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W1300
140015001
6
0
0
1
6
0
8
ROUTE 37 S.B.L.
(POSTED SPEED LIMIT 65PSK)1000110012001300140015001600170018001900200020571000110012001263845
844
843
842
840840841840
839
8
3
8
83784
0
841
836
835
836
837
838
834
83
2831
834
835
835
836
837
8
3
8
8
3
9
8
3
7
839
838
837
836
840 841839838837839
841
845
841
STR
E; 5
STR
7
STR
8
STR
9
STR
11
STR
12
STR
15
STR
6
STR
17
STR
10
STR
E; 4
STR
E;3
STR
14
STR
13
STR
16
75 LF OF 12 HDPE (N12) # 3.37
121 LF OF 15 HDPE (N12) # 2.20100 LF OF 12 HDPE (N12) # 3.37
SE RD3
INV 838.83
INV 837.08
SE RD2
INV 838.83
INV 834.56
SE RD1
INV 838.83
INV 832.86
50 LF OF 12 HDPE (N12) # 3.37100011001121100011001162843
835
840
831
832
833
834
836
837
838
839
841
842
NE RD4
INV 838.83
INV 834.30
NE RD5
INV 834.83
INV 833.98
NE RD6
INV 834.83
INV 833.99
NE RD7
INV 834.83
INV 834.31
NE RD8
INV 839.50
INV 833.70
STORM E;5 16 PROFILE
800
810
820
830
840
850
860
870
880
800
810
820
830
840
850
860
870
880
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100823.30827.86824.92828.50825.80829.00825.26829.50825.49829.83823.99830.98825.99831.53828.23832.96830.47833.46832.84833.69835.50834.61839.02834.85840.93835.66841.03836.00839.89836.65839.01837.20841.17837.60841.81839.59844.91841.51846.54840.35850.68840.27140 LF OF 24 HDPE (N12)
#
1
.
3
7
22.76 8 WATERLINE CROSSINGCROWN ELEV 830.79STORM INV 832.30DI3B (12
THROAT)TOP 835.81INV IN 831.24 (FROM STR 13)INV IN 831.24 (FROM STR RD NE)INV OUT 831.14 (TO STR 11)STR
12 H 4.67
18
MIN.
SEPERATIONE; E; DI3B (12
THROAT)E; TOP 827.86INV IN 821.94 (FROM STR 6)E; INV OUT 821.84 (TO STR E; 4)STR
E; 5 H 6.02
DI3B (4
THROAT)TOP 828.23INV IN 822.66 (FROM STR 7)INV OUT 822.56 (TO STR E; 5)STR
6 H 5.86
DI3B (4
THROAT)TOP 828.94INV IN 823.37 (FROM STR 8)INV OUT 823.27 (TO STR 6)STR
7 H 5.67
DI3B (4
THROAT)TOP 829.65INV IN 824.98 (FROM STR 9)INV OUT 823.98 (TO STR 7)STR
8 H 5.67
DI3C (6
THROAT)TOP 830.89INV IN 826.32 (FROM STR 10)INV IN 826.32 (FROM STR 17)INV OUT 826.22 (TO STR 8)STR
9 H 4.67
DI3B (12
THROAT)TOP 834.79INV IN 830.22 (FROM STR 12)INV OUT 830.12 (TO STR 10)STR
11 H 4.67
DI3C (6
THROAT)TOP 840.15INV IN 835.89 (FROM STR 16)INV OUT 835.79 (TO STR 14)STR
15 H 4.36
DI1TOP 837.60INV IN 833.10 (FROM STR 14)INV IN 833.70 (FROM STR RD8)INV OUT 832.60 (TO STR 12)STR
13 H 5.00
DI3B (6
THROAT)TOP 832.77INV IN 828.20 (FROM STR 11)INV OUT 828.10 (TO STR 9)STR
10 H 4.67
DI3C (10
THROAT)TOP 840.20INV OUT 836.28 (TO STR 15)STR
16 H 3.92
DI1TOP 841.37INV IN 835.49 (FROM STR 15)INV OUT 835.39 (TO STR 13)STR
14 H 5.98
PROPOSED GRADE
E;ISTING GRADE
CONTROLLED
FILL (TYP.)
72 LF OF 18 HDPE (N12) # 3.17182 LF OF 24 HDPE (N12) # 0.75
134 LF OF 24 HDPE (N12) # 0.68
71 LF OF 24 HDPE (N12) # 2.50
104 LF OF 24 HDPE (N12) # 1.19
72 LF OF 36 HDPE (N12) # 0.85
72 LF OF 36 HDPE (N12) # 0.85
72 LF OF 36 HDPE (N12) # 0.86
77 LF OF 15 HDPE PLSH # 0.50
60 LF OF 18 HDPE (N12) # 0.50
STORM 9 SE ROOF DRAINS 13 PROFILE
800
810
820
830
840
850
860
870
880
800
810
820
830
840
850
860
870
880
1000 1100 1200 1300824.49830.89825.99833.37832.24835.41833.72837.62832.98838.55833.74839.38DI3B (4
THROAT)TOP 833.37INV IN 829.47 (FROM ROOF DRAIN)INV OUT 829.37 (TO STR 9)STR
17 H 4.00
DI3C (6
THROAT)TOP 830.89INV IN 826.32 (FROM STR 10)INV IN 826.32 (FROM STR 17)INV OUT 826.22 (TO STR 8)STR
9 H 4.67
E;ISTING GRADE
PROPOSED GRADE
CONTROLLED
FILL (TYP.)
38 LF OF 15 HDPE (N12) # 8.07
225 LF OF 12 HDPE (N12) # 3.37
SE RD1
INV 832.86
SE RD2
INV 834.56
SE RD3
INV 837.08
18
MIN.
SEPERATION
85.18 8 WATERLINE CROSSINGCROWN ELEV 829.50STORM 12 NE ROOF DRAINS PROFILE
810
820
830
840
850
860
870
880
890
810
820
830
840
850
860
870
880
890
1000 1100 1150840.99835.81837.50837.01DI3B (12
THROAT)TOP 835.81INV IN 831.24 (FROM STR 13)INV IN 831.24 (FROM STR RD NE)INV OUT 831.14 (TO STR 11)STR
12 H 4.67
INV 833.90
121 LF OF 15 HDPE (N12) # 2.20
18
MIN.
SEPERATION
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C5.05
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
STORM PLAN
PROFILE
NOTE: CONTRACTOR SHALL PROVIDE
NECESSARY FITTINGS TO CONNECT
DOWN SPOUTS TO ROOF DRAIN PIPING.
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 SS10001100120013001323PERENNIAL DRIVE
PRIVATE DRIVE
(POSTED SPEED LIMIT 35PSK)
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
USE: VACANT
837
838
834
835
835
836
837
8
3
8
8
3
9
8
3
7
839
838
837
836
840 841842842
839838837839
841
847
841841
STR
E; 2
STR
18
STR
19 STR
20
841
842
843
843
835
840
831
832
833
834
836
837
838
839
841
842
STORM E;2 20 PROFILE
810
820
830
840
850
860
870
880
890
810
820
830
840
850
860
870
880
890
1000 1100 1200 1300 1350
105 LF OF 15 HDPE (N12) # 0.50
106 LF OF 15 HDPE (N12) # 0.50
112 LF OF 15 HDPE (N12) # 0.50839.97843.19841.19842.45840.74842.71840.97841.91841.65842.32842.19841.4893.23 12 WATERLINE CROSSINGINV. ELEV 836.91STORM CROWN 835.3818
MIN.
SEPERATION DI3B (4
THROAT)TOP 840.90INV OUT 836.91 (TO STR 19)STR
20 H 3.99
DI3B (4
THROAT)TOP 841.95INV IN 836.39 (FROM STR 20)INV OUT 834.20 (TO STR 18)STR
19 H 7.75
DI3B (4
THROAT)TOP 842.10INV IN 833.67 (FROM STR 19)INV OUT 833.57 (TO STR E; 2)STR
18 H 8.53
E; DI3B (6
THROAT)TOP 843.19INV IN 819.42 (FROM STR E;3)INV IN 833.01 (FROM STR 18)INV OUT 819.32 (TO STR E; 1)STR
E; 2 H 23.87
PROPOSED GRADE E;ISTING GRADE
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C5.07
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
STORM PLAN
PROFILE
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8
SS
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: B2MS
USE: VACANT
FRUIT HILL ORCHARD, INC.
TM: 53-A-1
ZONED: RA
USE: VACANT
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
USE: VACANT
MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P
FFE 841.50
REQUIRED 3
BERM PER =ONING ORDINANCE
REQUIRED 3
BERM PER =ONING ORDINANCE
842
843
841842843842
843
841
835
833
834
836
837
838
830
835
829
831
832
833
834
836
837
838 84584
2
84
3
8
4
4
836
837
845
841
842
843
844
846
84
7
848
849
835
840
843
844842840
846 845 847
846
860845841
840
841
843 844
841
842
8378
3
8
839
839
838
8
3
8
83
9
84
0
841
839 840840840 850855WINCHESTER
MEDICAL
CENTER
WEST CAMPUS
CAB
WINCHESTER, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C6.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 50
0 50'100'
NOTES:
1)CONTRACTOR SHALL COORDINATE A MEETING WITH THE
FREDERICK WATER INSPECTOR AT LEAST 7 WORKING DAYS
PRIOR TO GROUND DISTURBING ACTIVITIES.
2)CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHILE
TRAVELING AND WORKING OVER THE FORCE MAIN AND
EASEMENT.
3)CONTRACTOR SHALL COORDINATE TRAVEL AND WORK
OVER THE FORCE MAIN AND EASEMENT WITH THE
FREDERICK WATER INSPECTOR, WHETHER PER PLANS OR
REQUIRED IN THE FIELD.
4)CONTRACTOR SHALL TEST PIT THE EXISTING FORCE MAIN.
5)IF TEST PITS REVEAL THAT LESS THAN 3' OF COVER WILL BE
MAINTAINED, THE OWNER'S ENGINEER SHALL PREPARE A
PLAN AND SUBMIT TO FREDERICK WATER FOR APPROVAL.
OVERALL
GRADING
PLAN
8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W
8 W 8 W 8 W
8
SS
8
SS
8 SS
WINCHESTER MEDICAL
CENTER, INC.
USE: VACANT
MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P
REQUIRED 3
BERM PER =ONING ORDINANCE
REQUIRED 3
BERM PER =ONING ORDINANCE
842
843
841842843842
843
841
833
834
830
835
829
831
832
833
834
836
837
838
835
840
843
844842
840
846
841
840
T/C 840.87
T/C 841.55
T/C 841.82
T/C 842.13
T/C 841.62
T/C 843.07
T/C 843.30
T/C 842.90
T/C 843.00
T/C 842.78
T/C 842.98
T/C 840.39
T/C 840.48
T/C 840.30
T/C 838.07
T/C 837.64
T/C 837.83
T/C 838.34
T/C 839.95
T/C 839.47
T/C 839.95
T/C 839.95
T/C 840.40
T/C 840.28
T/C 840.19
T/C 840.22
T/C 839.98
T/C 840.32
T/C 836.50
T/C 836.50
T/C 836.27
T/C 834.80
T/C 834.48
T/C 834.59
T/C 832.90
T/C 832.63
T/C 832.01
T/C 831.82
T/C 831.82
T/C 832.11
T/C 833.03
T/C 833.52
T/C 833.25
T/C 830.75
T/C 830.89
T/C 830.86
T/C 830.19
T/C 829.28
T/C 829.04
T/C 829.30
T/C 827.85
T/C 828.01
T/C 828.18
T/C 828.24
T/C 828.11
T/C 833.98
T/C 834.15
T/C 834.23
T/C 830.27
T/C 831.14
T/C 831.12
T/C 831.00
T/C 831.27
T/C 831.65
T/C 840.88
T/C 840.71
T/C 839.84
T/C 840.39
T/C 840.54
T/C 841.15
T/C 839.84
T/C 839.72
T/C 839.98
T/C 835.92
T/C 835.77
T/C 835.49
T/C 834.81
T/C 834.47
T/C 835.11
T/C 835.50
T/C 836.25
T/C 842.15
T/C 842.00
T/C 842.21
T/C 841.27
T/C 841.11
T/C 841.25
T/C 839.88
T/C 843.23
T/C 842.65
T/C 842.21
T/C 842.27
T/C 843.82
T/C 841.71
T/C 841.58
T/C 841.36
T/C 841.14
T/C 840.99
T/C 840.62
T/C 840.25
T/C 840.58
T/C 840.18
T/C 839.84
T/C 840.03
T/C 839.62
T/C 839.29
T/P 839.08
T/P 840.21
T/C 839.25
T/C 839.51
T/C 839.39
T/C 837.81
T/C 837.59
T/C 837.92
T/C 836.59
T/C 834.78
T/C 834.86
T/C 835.05
T/C 836.43
T/C 836.33
T/C 834.18
T/C 832.40
T/C 832.63
T/C 832.44
T/C 833.82
T/C 834.14 T/C 833.35
T/C 833.53
T/C 834.07
T/C 833.87
T/C 833.17
T/C 832.29
T/C 832.73
T/C 832.92
T/C 841.78
T/C 841.77
T/C 841.24
T/C 840.98
T/C 839.88
T/C 840.61
T/C 840.53T/C 845.39
T/C 845.39
T/C 844.48
T/C 843.77
T/C 843.17
T/C 842.03
T/C 842.65
T/C 843.02
T/C 843.48
T/C 842.59
T/C 842.40
T/C 842.86
T/C 842.13
T/C 842.49
T/C 842.80
T/C 842.72
T/C 842.29
T/C 842.35
T/C 842.25
T/C 843.06
T/C 841.81
T/C 840.92
T/C 843.32
T/C 843.31
T/C 843.74
T/C 843.94
T/C 844.30
T/C 844.52
T/C 844.44
T/C 845.10
T/C 844.74
T/C 844.48
T/C 844.78
T/C 845.14
T/C 840.24
T/C 842.11
T/C 842.01
T/C 842.72
T/C 842.28
T/C 844.39
T/C 841.15
T/P 841.15
T/C 840.25
T/C 840.10
T/P 841.41
T/P 840.89
T/P 841.30
T/P 840.93
T/C 840.63
T/P 836.35
T/C 831.90
T/P 840.08
T/P 841.31
T/C 831.34
T/C 831.24
T/C 831.68
T/C 831.58
T/C 836.42
T/C 836.34
T/C 836.06
T/C 835.97
T/C 842.57
T/C 842.41
T/C 842.61
T/C 842.44
T/C 838.14
T/C 838.04
T/C 837.77
T/C 837.66
T/C 840.80
T/P 841.50
T/G 837.00
T/P 840.75
T/C 840.43
T/P 841.50
T/P 841.50
T/P 840.95
T/P 840.70
T/P 840.60
T/P 841.17
T/C 841.65
T/C 842.28
T/C 840.98
T/C 841.37
T/C 842.57
T/C 841.15
T/P 841.15
T/C 838.42
T/P 838.42
T/C 838.27
T/P 838.27
T/C 840.88
T/C 840.98
T/C 840.78
T/C 843.00
T/C 842.90
T/P 840.71
T/P 840.81T/P 840.76
T/P 840.85
T/P 840.89
T/P 840.79
T/P 840.83
T/P 840.93
T/P 840.99
T/P 836.02
T/P 835.92
T/C 841.92 T/C 842.68
T/C 838.73
T/C 838.58
T/P 839.72
T/C 839.57
T/P 839.07
T/C 841.30
T/P 840.87
T/P 840.87
T/P 841.04
T/C 839.98
T/P 840.02
T/P 840.06
T/P 840.08T/P 840.13
T/P 840.17
T/P 840.21
T/P 839.97
T/P 839.93
T/P 839.89
T/P 839.60
T/P 839.57
T/P 839.53
T/P 839.48
T/P 839.45
T/P 839.40
T/P 839.35
T/P 839.32
T/P 839.28
T/P 839.23
T/P 839.08
T/P 839.64
T/C 840.32
T/C 839.47
T/P 839.47
T/P 839.84
T/P 839.88
T/P 839.93
T/P 839.95
T/P 839.97
T/P 839.99
T/C 839.95
T/P 839.95
T/C 840.25
T/P 840.25
T/C 840.10
T/P 840.10
T/C 839.78
T/P 839.78
T/C 839.74
T/P 839.74
T/C 839.69
T/P 839.69
T/C 839.67
T/P 839.67
T/C 839.58
T/P 839.58 T/C 839.54
T/P 839.54
T/P 840.46
T/C 841.26
T/C 840.63
T/C 840.78
T/P 840.54
T/P 840.61
T/P 840.69
T/P 840.77 T/P 840.82
T/P 840.90
T/P 840.98
T/P 841.02
T/P 840.80
T/P 840.95
T/P 841.03 T/P 841.18 T/P 841.35
T/C 840.70 T/C 840.85
T/C 840.93
T/C 841.08
T/C 841.25
T/P 841.50
T/P 841.31
T/P 841.23
T/C 840.83
T/P 840.83
T/P 840.87
T/P 840.84
T/C 841.21
T/C 841.37
T/C 841.30
T/P 840.80
T/C 841.31
T/P 840.73
T/C 840.79
T/C 840.25
T/P 840.25
T/C 840.30
T/P 840.30
T/C 840.48
T/P 840.48 T/C 840.53
T/P 840.53
GRADING INSET A
GRADING INSET B
GRADING INSET B
GRADING INSET A
1 10
0 10 20
SCALE:
1 10
0 10 20
SCALE:
1 30
0 30 60
SCALE:
0" CURB
10
TRANSITION FROM
0
CURB TO CG6
0" CURB
0" CURB
0" CURB
1
NOSE DOWN CURB
1
NOSE
DOWN
CURB
1
NOSE
DOWN
CURB
1
NOSE DOWN CURB
DETAILED
GRADING
PLAN
1
NOSE DOWN CURB
1
NOSE DOWN CURB
WINCHESTER
MEDICAL
CENTER
WEST CAMPUS
CAB
WINCHESTER, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C6.02
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8
SS
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: B2MS
USE: VACANT
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
USE: VACANT
MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P
MATCH EXISTING T/P
FFE 841.50
REQUIRED 3
BERM PER =ONING ORDINANCE
REQUIRED 3
BERM PER =ONING ORDINANCE
842
843
841842843842
843
841
835
833
834
836
837
838
830
835
829
831
832
833
834
836
837
838 84584
2
84
3
8
4
4
836
837
845
841
842
843
844
846
84
7
848
849
835
840
843
844842
840
846 845 847
846
860845841
840
841
843
844
841
842
8378
3
8
839
839
838
8
3
8
83
9
84
0
841
839 840840840 850855INLET E;2
DA 0.07 AC
C .82
TC 5 MIN
INLET 18
DA 0.08 AC
C .82
TC 5 MIN
INLET 19
DA 0.11 AC
C .9
TC 5 MIN
INLET E;3
DA 0.08 AC
C .9
TC 5 MIN
INLET 20
DA 0.44 AC
C .74
TC 5 MIN
INLET 22
DA 0.39 AC
C .89
TC 5 MIN
INLET 23.1
DA 0.19 AC
C .87
TC 5 MIN
INLET 24
DA 0.52 AC
C .80
TC 5 MIN
INLET E;4
DA 0.22 AC
C .80
TC 5 MIN
INLET E;5
DA 0.74 AC
C .86
TC 5 MIN
INLET 6
DA 0.42 AC
C .9
TC 5 MIN
INLET 7
DA 0.39 AC
C .9
TC 5 MIN
INLET 8
DA 0.31 AC
C .85
TC 5 MIN
INLET 9
DA 0.43 AC
C .78
TC 5 MIN
INLET 17
DA 0.05 AC
C .79
TC 5 MIN
INLET 11
DA 0.43 AC
C .84
TC 5 MIN
INLET 12
DA 0.51 AC
C .88
TC 5 MIN
INLET 13
DA 0.06 AC
C .44
TC 5 MIN
INLET 26
DA 0.25 AC
C .72
TC 5 MIN
RD1
DA 0.20 AC
C .90
TC 5 MIN
TRENCH DRAIN
DA 0.62 AC
C .75
TC 5 MIN
INLET 27
DA 0.25 AC
C .75
TC 5 MIN
INLET 28
DA 0.26 AC
C .75
TC 5 MIN
INLET 16
DA 0.59 AC
C .56
TC 5 MIN
1 ACRE OF
ADDITIONAL
IMPERVIOUS AREA
(FUTURE PARKING
LOT)
TO INLET 16
INLET 10
DA 0.38 AC
C .87
TC 5 MIN
RD2
DA 0.17 AC
C .90
TC 5 MIN
RD3
DA 0.16 AC
C .90
TC 5 MIN
RD4
DA 0.14 AC
C .90
TC 5 MIN
RD5
DA 0.14 AC
C .90
TC 5 MIN
RD6
DA 0.14 AC
C .90
TC 5 MIN
RD7
DA 0.14 AC
C .90
TC 5 MIN
RD8
DA 0.14 AC
C .90
TC 5 MIN
RD16
DA 0.14 AC
C .90
TC 5 MIN
RD15
DA 0.14 AC
C .90
TC 5 MIN
RD14
DA 0.14 AC
C .90
TC 5 MIN
RD13
DA 0.14 AC
C .90
TC 5 MIN
RD12
DA 0.14 AC
C .90
TC 5 MIN
RD9
DA 0.20 AC
C .90
TC 5 MIN
RD10
DA 0.17 AC
C .90
TC 5 MIN
RD11
DA 0.16 AC
C .90
TC 5 MIN
INLET 14
DA 0.06 AC
C .35
TC 5 MIN
INLET 15
DA 0.15 AC
C .57
TC 5 MIN
INLET 21
DA 0.34 AC
C .87
TC 5 MIN
INLET 23
DA 0.19 AC
C .87
TC 5 MIN
WINCHESTER
MEDICAL
CENTER
WEST CAMPUS
CAB
WINCHESTER, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C6.05
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 40
0 40'80'
INLET
DRAINAGE
AREA MAP
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8 W8 W8 W8 W8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W8 W8 W8
SS
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: B2MS
USE: VACANT
FRUIT HILL ORCHARD, INC.
TM: 53-A-1
ZONED: RA
USE: VACANT
M
A
P
S
O
I
L
U
N
I
T
:
1
7
E
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
3
3
C
(
H
S
G
:
D
)MAP SOIL UNIT: 16C (HSG: B)MAP SOIL UNIT: 17E (HSG: B)MAP
S
OI
L
U
NI
T:
1
4
C (
H
S
G:
B)
MAP
S
OI
L
U
NI
T:
3
3
C (
H
S
G:
D)
M
A
P
S
O
I
L
U
N
I
T
:
1
6
C
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
1
4
C
(
H
S
G
:
B
)
MA
P
S
O
I
L
U
N
I
T
:
1
4
C
(
H
S
G
:
B
)
MA
P
S
O
I
L
U
N
I
T
:
1
4
B
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
1
4
B
(
H
S
G
:
B
)
M
A
P
S
O
I
L
U
N
I
T
:
1
4
C
(
H
S
G
:
B
)MAP
SO
I
L
UN
I
T
:
1
4C
(H
SG
:
B
)MAP
SO
I
L
UN
I
T
:
4
0B
(HSG
:
B
)
MAP
S
O
I
L
U
N
I
T
:
4
0
B
(
H
S
G
:
B
)
MAP
S
O
I
L
U
N
I
T
:
8
B
(
H
S
G
:
D
)
WINCHESTER MEDICAL
CENTER, INC.
TM: 53-A-68
ZONED: MS
USE: VACANT
WINCHESTER
MEDICAL
CENTER
WEST CAMPUS
CAB
WINCHESTER, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C6.06
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
1 50
0 50'100'
POST-DEVELOPMENT LAND COVER (B/D SOILS)
IMPERVIOUS AREA= 9.59 AC
MANAGED TURF AREA= 3.71 AC
(FUTURE DEVELOPMENT OF THE BUILDING
EXPANSION AND ADDITIONAL PARKING LOT WERE
TAKEN INTO ACCOUNT WITH THESE TOTALS)
PRE-DEVELOPMENT LAND COVER (B SOILS)
MANAGED TURF AREA= 13.30 AC
(SEE SHEET C2.01 FOR EXISTING CONDITIONS)
= MANAGED TURF (HSG:B)
= IMPERVIOUS AREA (HSG:B)
= MANAGED TURF (HSG:D)
= IMPERVIOUS AREA (HSG:D)
POST LAND
COVER MAP
VDOT DETAILS
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C7.01
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---
FREDERICK
WATER DETAILS
WINCHESTER
MEDICAL
CENTER
-
WEST CAMPUS
CAB
FREDERICK COUNTY, VA
VALLEYENGINEERINGIDEAS MADE REALE;P./CLIENT NR.: 77672MOUNT CRAWFORD, VIRGINIA 22841TELEPHONE (540) 4346365 OR (800) 34363654901 CROWE DRIVEFA; (540) 4320685ZZZ.YDOOH\HVS.FRPPRO-ECT NR.: 119953
DATE: 02/12/2020 COPYRIGHT HELD BY VALLEY ENGINEERING, PLC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT FROM VALLEY ENGINEERING, PLC.REVISIONS:
SHEET NO.:
C7.02
SCALE:
04/13/20 PRICING SET
PREVIOUS APPROVALS: RE= 0203
MDP 0604
RE= 0619
MDP 0521
CURRENT: SP 0720
06/22/21 COUNTY REVIEW COMMENTS
07/28/21 COUNTY REVIEW COMMENTS
08/20/21 GIS REVIEW COMMENTS
AS SHOWN
---