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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF2 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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No. 20674
RONALD A. MISLOWSKY, JR.
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VIRGINIA DEPARTMENT OF TRANSPORTATION
STAUNTON DISTRICT
REV. JUNE 19, 2013
VDOT GENERAL NOTES
V1.ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST
REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE
SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL
REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE
OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND
REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
V2.ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR,
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL
SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.
V3.WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR
TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA
PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR
APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT
RIGHT OF WAY.
V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL
UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY
VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE
DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT
WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT
INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5.DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY
OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL
EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER.
V6.IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION
CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE
ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND
VDOT PRIOR TO INITIATION OF WORK.
V7.THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS
TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL
RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY
TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY
TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE.
V9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY
CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE
DURING AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL
HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED
UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.
V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS,
CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY
UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED
BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE
PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S IS REPRESENTATIVE OF THE
LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE
SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE
ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER
TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND
MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE
SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY,
UNLESS SPECIFIED OTHERWISE.
V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE
PLANS AND/OR AS SPECIFIED BY VDOT.
V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE
CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT
NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR
EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL
AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE
PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR
INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA
LAND USE ENGINEER OR THEIR REPRESENTATIVE.
V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET
RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF
THE DEVELOPER.
V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR
PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL
MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR
MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE
LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND
TOTAL PRICES MAY BE OBSCURED.
V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A
MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN
ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A
CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO
CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE
OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY
CONTROL STRIP.
V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE
VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY
CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION
TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE
SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE
NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND
TESTING OF THE CONTROL STRIP.
V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36)
INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO
DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT
FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO
PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD
PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE
FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY
THE ENGINEER AND APPROVED BY VDOT.
V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED
ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF
THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL
LETTER.
V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF
EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE
THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF
BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND
VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH
VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS
ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE
SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS
ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL
BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
GENERAL CONSTRUCTION NOTES:
1.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM
ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE.
UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH
APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA
DEPARTMENT OF HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, FREDERICK
COUNTY SANITATION AUTHORITY, THE CONTRACT DOCUMENTS AND THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY
2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED
FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA
PROTECTION MANUAL DATED JANUARY 1, 1996.
2.THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER,
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS
WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72
HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH
CONTRACTOR PRIOR TO BEGINNING THE WORK.
4.ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
5.ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
6.CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND
DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA
DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE
PERMIT CONDITIONS IMPOSED.
7.TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES
AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD.
8.ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION
SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE
DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE
EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED
FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS.
9.ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED.
SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN
QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO
ACHIEVE LAWN CONDITIONS.
10.SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN
ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL
REQUIREMENTS OF THE FREDERICK WATER STANDARDS AND SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY
THE AUTHORITY.
11.CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON
COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA.
12.THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE
MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE
CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN
APPROVED BY THE OWNER. 13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE
MAIN ARE NOT REQUIRED.
13.ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION
SPECIFICATIONS PART III PARAGRAPH 5.
14.CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS
ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION.
TRAFFIC CONTROL NOTES:
1.THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND
BUSINESSES FOR THE DURATION OF THE CONTRACT.
2.TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS
FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC
CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER CONTROLS.
3.ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE
VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL
4.THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH
WORK DAY WHEN POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END
OF THE WORK DAY DUE TO SEQUENCING OF WORK OR OTHER CONSTRAINTS, THE TRENCH
MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING SIGNS. PLATING OF OPEN
TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE
SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
5.TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER
UNTIL FINAL PAVEMENT RESTORATION IS COMPLETE:
5.1.RESIDENTIAL AREAS
METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE
TIME LIMIT: 5 CALENDER DAYS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 30 CALENDER DAYS BUSINESS
5.2.COMMERCIAL AND INDUSTRIAL AREAS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 14 CALENDER DAYS
ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE
CONTRACTOR AND MAINTAINED IN A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS
SHALL BE SMOOTH AND REGULAR WITHOUT CREATING HAZARD TO VEHICULAR OR
PEDESTRIAN TRAFFIC.
6.PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A
MINIMUM OF TWO INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES
MAY BE REMOVED TO THE NEAREST JOINT IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT
EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION.
LOCATOR MARKERS
LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE.
MARKERS SHALL BE PLACED AT:
1.50-FEET INTERVALS
2.EACH BEND
3.THE END OF EACH JOINT THAT IS DEFLECTED
4.ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT.
SEEDING NOTES:
1.PERMANENT SEEDING MIXTURE:
SEED: KY 31 FESCUE 60 LBS. PER ACRE
FERTILIZER: 10-10-10 1,000 LBS. PER ACRE
MULCH 1.5 TONS STRAW PER ACRE
ASPHALT:SS-1 OR EQUIVALENT 150 GAL. PER ACRE (20 LBS./ ACRE CROWN VETCH WILL BE
ADDED TO ABOVE SEEDING MIXTURE TO STABILIZE CRITICAL AREAS)
LIME; TWO TONS DOLOMITIC LIMESTONE PER ACRE
2.TEMPORARY SEEDING MIXTURE:
SEED;BALBOA RYE 150 LBS. PER ACRE
MULCH;1.5 TONS STRAW PER ACRE
ASPHALT:SS-1 OR EQUIVALENT 150 GAL. PER ACRE
3.SEED DATES:
MARCH 15TH - MAY 15TH
AUGUST 15TH - OCTOBER 15TH
ALL AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED WITHIN ONE (1) WEEK OF REACHING
FINAL GRADE, IF IN SEEDING SEASON, OTHERWISE TEMPORARY SEEDING REQUIREMENTS SHALL
BE MET. ALL AREAS SEEDED WITH A TEMPORARY MIXTURE WILL RECEIVE A PERMANENT SEED
MIXTURE DURING THE FIRST GROWING SEASON FOLLOWING THE FINISHED GRADING. AREAS
WITH PERMANENT SLOPES OF 2:1 OR GREATER SHALL BE STABILIZED USING CROWN VETCH, AS
PER THE REQUIREMENTS OF STANDARD AND SPECIFICATIONS FOR CRITICAL AREAS
STABILIZATION (WITH GROUND COVERS, VINES, SHRUBS, AND TREES).
EROSION & SEDIMENT CONTROL NOTES:
1.PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE NECESSARY TO SCHEDULE AN
ON-SITE PRE-CONSTRUCTION MEETING WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED
EROSION AND SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE SCHEDULED
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR THE SUBJECT PROJECT. THE LAND
DISTURBANCE PERMIT WILL BE ISSUED BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS.
2.CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO SCHEDULE THE REQUIRED
EROSION AND SEDIMENT CONTROL MEASURES INSPECTIONS AS INDICATED BY THE PROGRAM
ADMINISTRATOR. IF THE EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC WORKS WILL GRANT
APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES.
3.PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED: A)
SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD SURFACE,
STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL LININGS,
VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED AS-BUILT OF THR SUBDIVISION WHICH
CONTAINS THE FOLLOWING ITEMS: STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER,
DRAINAGE CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE
ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH STATES THAT THE
SUBDIVISION HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL
SUBDIVISION LOT GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF THE
BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR CONSTRUCTION.
4.TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO
BE UTILIZED DURING THE CONSTRUCTION PERIOD.
5.ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE
CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS
SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE
AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS
WHEN CONSTRUCTION IS NOT IN PROGRESS.
6.CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF
PIPE-LAYING IN THE AFFECTED AREA.
7.ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE
WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER.
AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.
TEST HOLE .........................
PARKING SPACES NUMBER .............
BUILDING WALL .....................
DOOR LOCATION .....................
LIMITS OF GRADING .................
BENCHMARK .........................
77
PROPOSED
CG-6R
TREE LINE .........................
TREE ..............................
SANITARY STRUCTURE LABEL ..........
WATER METER .......................
SPOT SHOT .........................
SIGN ..............................
FIRE HYDRANT ......................
STREET LIGHT ......................
UTILITY POLE ......................
WATER VALVE .......................
TRAFFIC SIGNAL POLE ...............
FENCE LINE ........................
UNDERGROUND TELEPHONE .............
OVERHEAD TELEPHONE ................
UNDERGROUND ELECTRIC ..............
OVERHEAD ELECTRIC .................
STORM STRUCTURE LABEL .............
WATERMAIN .........................
SANITARY SEWER ....................
STORM SEWER .......................
EDGE OF PAVEMENT ..................
CURB AND GUTTER ...................
CONTOURS ..........................
STREET CENTERLINE .................
PROPERTY LINE .....................
24
TRANS.CG-6
EXISTING
24
PAVEMENT BORING .....................
PAVEMENT CORES .....................
FORCE MAIN ..............
PW PWPROCESS WATER ..............
GAS LINE ........................
FIBER OPTIC ........................
FIRE LINE ........................
PW PW
FIRE RISER ......................
POST INDICATOR VALVE ......................
WV
STORM SEWER MANHOLE ................
SAN. SEWER MANHOLE ................
10-1-2019
HEALTH DEPARTMENT NOTE:
AN APPLICATION FOR A PERMIT TO SERVE FOOD IN THE PROPOSED SCHOOL MUST BE SUBMITTED TO
THE HEALTH DEPARTMENT. THE APPLICATION PROCESS INCLUDES SUBMITTAL OF A PLAN REVIEW
FOR THE LUNCH ROOM / KITCHEN, AS WELL AS APPROPRIATE FEES.
CONTROLLED FILL AND EARTHWORKS NOTES:
SFH
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF3 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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No. 20674
RONALD A. MISLOWSKY, JR.
T
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10-1-2019
471 WHITE OAK ROAD
75 A 113 & 75 A 112
MIDDLE SCHOOL
32.60 AC.
31.31 AC.
YARDS/SETBACKS
FRONT
REAR
LEFT SIDE
BUILDING HEIGHT 35' (MAX.)
60'
REQUIRED
100'
100'
32'
PROVIDED
966.16' +/-
336.40' +/-
615.87' +/-
TAX IDENTIFICATION NUMBER
LOT AREA DEVELOPED
SITE DEVELOPMENT SUMMARY
SITE ADDRESS
CURRENT USE
PROPOSED USE
DISTURBED AREA
VACANT
PROPOSED BLDG. 1ST FLOOR AREA
RAEXISTING ZONING
10.42 AC.LOT IMPERVIOUS AREA
109,018 SF.
(81.81%) 46.85 ACRESGREEN SPACE PROVIDED
PARKING SETBACKS
FROM RIGHT-OF-WAY 10'
REQUIRED PROVIDED
467.02
FROM PROPERTY LINE 5'205.45' +/-
FLOOR AREA RATIO 0.059(1.0 MAX.)
SHAWNEEMAGISTERIAL DISTRICT
17.17 ACRESAREA OF EXISTING WOODLANDS
1.04 ACRES (6.06%)PERCENTAGE OF WOODLANDS DISTURBED
57.27 ACRESTOTAL PARCEL ACREAGE
11,000 GPDESTIMATED SEWER AND WATER USAGE
PROPOSED FUTURE EXPANSION
2,000 SF.BLDG. GROSS FLOOR AREA
NOTE:
THE MAXIMUM HEIGHT ALLOWED FOR THE PROPOSED SCHOOL SIGN
IS 12'. THE MAXIMUM SIGN AREA ALLOWED IS 50 SF. SIGNS SHALL
BE IN CONFORMANCE WITH SECTION §165-201.06 OF THE FREDERICK
COUNTY ZONING ORDINANCE.
PARKING SPACES REQUIRED
PARKING SCHEDULE
PARKING SPACES PROVIDED 198 (162 CAR SPACES/ 36 BUS SPACES)
H.C. SPACES REQUIRED 6 (1 VAN ACCESSIBLE)
H.C. SPACES PROVIDED 11 (6 VAN ACCESSIBLE)
LOADING SPACES REQUIRED 1 (1 PER 100,000 SF FLOOR AREA)
LOADING SPACES PROVIDED 1
CURRENT OWNER:
THE COUNTY SCHOOL BOARD OF THE COUNTY OF
FREDERICK, VIRGINIA - INST# 190000259
(1 PER FACULTY AND STAFF MEMBER &
OTHER FULL TIME EMPLOYEES)
4 (MIN. 4 PKG SPACES FOR VISITORS)
RIGHT SIDE 100'158.74' +/-
56.91 ACRESPARCEL 75 A 113
00.36 ACRESPARCEL 75 A 112
TRIP GENERATION
SCHOOL CAPACITY 900 EACH
TRIPS PER DAY GENERATED 2.18 PER EACH
TRIPS GENERATED 1962
AM PEAK HOUR TRIP RATIO 0.58
AM PEAK HOUR TRIPS-522 VPH
DISTRIBUTION ESTIMATED FROM PRELIMINARY SCHOOL ZONE CONTRIBUTING HOUSE
ANALYSIS.
PEAK HOUR TRIP VOLUMES
SOUTH TO /FM RTE 277 60%313 VPH
NORTH TO /FM RTE 756 40%209 VPH
CS4000
CS4100
CS4001
CS4101
CS4003
CS4103
CS4002
CS4102
CS3001
CS3000
WH
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PROPOSED BLDG. 2ND FLOOR AREA 36,870 SF.
CANOPIES/OVERHANGS AT 50%1,723 SF.
PROPOSED BLDG. GROSS FLOOR AREA 147,611 SF.
41C
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N 31°07'11" E 6.38'
S 57°37'48" E 275.86'
N 57°54'58" W 316.00'
N 57°54'58" W 316.00'
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EX. POND
W.E.=707.2
PIN 86-A-154
FLEMING, MADELINE P.
DB 71 PG. 434
ZONE: RA PIN 86-A-155
FERTIG, JUANITA
ZONE: RA
PIN 76-A-42
SARGENT PROPERTIES LLC
ZONE: RA
PIN 75M-3-2-120A
THE CAMP AT MOSBY STATION
HOMEOWNERS ASSOC. INC.
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AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF4 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
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N
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F
SSIONA L E N G I N
E
EE
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SURVEY NOTES:
1.AERIAL MAPPING AND PHOTOGRAPHY WAS COLLECTED ON 12-18-2018 AND PREPARED BY:
BLUE MOUNTAIN AERIAL MAPPING
11023 MASON DIXON HIGHWAY
BURTON, WEST VIRGINIA 26562
(304) 662-2626
2.SUPPLEMENTAL TOPOGRAPHY AND FIELD LOCATIONS OBTAINED BY:
]
2.1.TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED APRIL
24, 2019. BOUNDARY INFORMATION IS BASED ON THE FINAL PLAT OF CEDAR MEADOWS SUBDIVISION DATED
MAY 17, 2007 AND RECORDED IN INSTRUMENT NUMBER 090003302.
2.1.ALL PRIVATE STREETS ARE SUBJECT TO AN INGRESS/EGRESS, SANITARY SEWER, WATER, AND UTILITY
EASEMENT AS RECORDED IN INSTRUMENT NUMBER 090003302.
2.2.ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND
EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE.
2.3.HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED
ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS.
3.WETLANDS AND WATERWAY DELINEATION PREPARED BY:
TRAID ENGINEERING
1075-D SHERMAN AVE.
HAGERSTOWN, MD 21740
(301) 797-6400
3.1.JURISDICTIONAL WATERS OF THE UNITED STATES AND/OR WATERS OF THE COMMONWEALTH OF VIRGINIA,
INCLUDING WETLANDS, SHOWN HEREON WERE DELINEATED AND SUBSEQUENTLY SURVEYED WITH A
SUB-METER ACCURATE GPS RECEIVER BY TRIAD ENGINEERING, INC. IN DECEMBER 2018.
3.2.WETLANDS WERE DELINEATED IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE U.S. ARMY CORPS OF
ENGINEERS WETLAND DELINEATION MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S. ARMY
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL: EASTERN MOUNTAINS AND PIEDMONT REGION.
OTHER WATERS OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN ORDINARY HIGH WATER
MARK, AS DEFINED BY THE U.S. ARMY CORPS OF ENGINEERS DEFINITION OF A WATER BY THE U.S.
4.BOUNDARY SURVEY PREPARED BY:
ROBERTS LAND SURVEYING
2068 PALMER RD.
HEDGESVILLE, WV 25427
(304) 671-5406
Marsh & Legge Land Surveyors, P.L.C.
560 NORTH LOUDOUN STREET ~ WINCHESTER, VIRGINIA 22601
PHONE (540) 667-0468 ~ FAX (540) 667-0469 ~ EMAIL office@marshandlegge.com
www.marshandlegge.com
10-1-2019
MAP UNIT SYMBOL MAP UNIT NAME HSG
1B BERKS CHANNERY SILT LOAM, 3 TO 8 PERCENT SLOPES B
1C BERKS CHANNERY SILT LOAM, 8 TO 15 PERCENT SLOPES B
9B CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES C/D
9C CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES C/D
34 PAGEBROOK SILT LOAM C
41B WEIKERT-BERKS CHANNERY SILT LOAMS, 3 TO 8 PERCENT SLOPES D
41C WEIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENT SLOPES D
41D WEIKERT-BERKS CHANNERY SILT LOAMS, 15 TO 25 PERCENT SLOPES D
41E WEIKERT-BERKS CHANNERY SILT LOAMS, 25 TO 65 PERCENT SLOPES D
Totals for Area of Interest 37.10
NOTE:
THE UNDERLYING BEDROCK OF THE SITE IS PREDOMINATELY
MARTINSBURG FORMATION SHALES.
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EX. FENCE TO BE REMOVED
EX. FENCE TO BE REMOVED
EX. FENCE TO BE REMOVED
EX. FENCE TO BE REMOVED
EX. GRAVEL DRIVEWAY
TO BE REMOVED
EX. STRUCTURES
TO BE REMOVED
EX. FENCE TO BE REMOVED
EX. OVERHEAD POWER LINE,
POLES, AND GUYS TO BE
RELOCATED BY OTHERS
EX. WETLANDS
TO BE REMOVED
EX. WETLANDS
TO BE REMOVED
EX. WETLANDS
TO BE REMOVED
EX. WETLANDS
TO BE REMOVED
EX. WETLANDS
TO BE REMOVED
EX. FENCE TO BE REMOVED
EX. WELL TO BE REMOVED IN
ACCORDANCE WITH VIRGINIA
HEALTH DEPT. STANDARDS
EX. SEPTIC TANK AND DRAIN
FIELD TO BE REMOVED IN
ACCORDANCE WITH VIRGINIA
HEALTH DEPT. STANDARDS
EX. ESMT. TO BE RELOCATED
(SHT CS9000)
PRESERVE
EXISTING POND
DEMOLISH AND REPLACE
EX. FENCE AS NECESSARY
DEMOLISH AND REPLACE
EX. TREES AS NECESSARY
EX. OHU & POLES TO BE REMOVED
AND ESMT. TO BE VACATED
EX. OHU & POLES TO BE RELOCATED
EX. 15" CULVERT
TO BE REMOVED
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RAM
SHEET
APPROVED BY
OF5 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
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A
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N
I
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F
F
SSIONA L E N G I N
E
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10-1-2019
NOTE:
ALL STRUCTURES AND HARDSCAPE WITHIN THE LIMITS OF
DISTURBANCE ARE TO BE REMOVED.
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N 31°07'11" E 6.38'
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N 57°54'58" W 316.00'
N 57°54'58" W 316.00'
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DATE
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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
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3.05 SUPER SILT FENCE SSF
3.07 STORM DRAIN
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3.08 CULVERT INLET
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3.09 TEMPORARY
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3.13 TEMPORARY SEDIMENT
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3.14 TEMPORARY SEDIMENT
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PROPOSED DETENTION POND TO SERVE AS
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WETLANDS
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WETLANDS
PRESERVED
WETLANDS
PRESERVED
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7
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9
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6
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6
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6
6
6
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6
7
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6
7
4
6
7
6
6
7
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6
8
2
6
8
4
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6
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7
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706
708
712
8.1
7.1A
7.1
8
3.1C
3.1D
4.1C
3.1B
4.5
4.1B2
R14
R11
R13
R1
4.1B1
4.4
R8.1
5.1A
4.1B
3.1A
4.2
3.7A
R7
7
3.5B
3.5A
5.2A
C1A
C4A
C3A
3.2
5.4A
5.5
5.6
5.1
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3.1
3.6
5.2B
5.3
5.2
5.4
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4.1
4.1A
3.3A
3.5
3.4
3.3
2.1
2.1A
2.1A1
2.1B
5
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2.3
6.1
4
6
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2
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UNDETAINED
AREA: 1.74 AC
C=0.38
Q10=4.49 CFS
TO STR 7.1A
AREA: 0.32AC
C=0.90
Q10=1.96 CFS
TO STR 5.2B
AREA: 0.29 AC
C=0.43
Q10=0.85 CFS
TO STR 7.1
AREA: 0.40 AC
C=0.90
Q10=2.45 CFS
TO STR 5.4A
AREA: 0.39 AC
C=0.58
Q10=1.54 CFS
TO STR C2A
AREA: 0.95 AC
C=0.40
Q10=2.58 CFS TO STR 5.6
AREA: 0.37 AC
C=0.84
Q10=2.11 CFS
TO STR 3.7
AREA: 0.07 AC
C=0.40
Q10=0.19 CFS
TO STR 3.8
AREA: 2.10 AC
C=0.45
Q10=6.43 CFS
TO STR 5.4
AREA: 0.51 AC
C=0.87
Q10=3.01 CFS
TO STR 5.3
AREA: 0.16 AC
C=0.80
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AREA: 0.46 AC
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TO STR 2.1B
AREA: 1.63 AC
C=0.35
Q10=3.88 CFS
TO STR 2.2
AREA: 1.15 AC
C=0.38
Q10=2.97 CFS TO STR 2.3
AREA: 0.80 AC
C=0.38
Q10=2.07 CFS
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AREA: 0.10 AC
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Q10=0.61 CFS
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AREA: 3.15 AC
C=0.35
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AREA: 0.99 AC
C=0.78
Q10=5.25 CFS
TO STR 3.3A
AREA: 0.38 AC
C=0.42
Q10=1.09 CFS
TO STR 3.3
AREA: 0.48 AC
C=0.55
Q10=1.80 CFS
R3.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R4.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R1.1
AREA: 0.02 AC
C=0.90
Q10=0.12 CFS
G
R5.1
AREA: 0.24 AC
C=0.90
Q10=1.47 CFS
R6.1
AREA: 0.04 AC
C=0.90
Q10=0.25 CFS
R8.1
AREA: 0.18 AC
C=0.90
Q10=1.10 CFS
R9.1
AREA: 0.18 AC
C=0.90
Q10=1.10 CFS
R10.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R7.1
AREA: 0.13 AC
C=0.90
Q10=0.80 CFS
R11.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R12.1
AREA: 0.24 AC
C=0.90
Q10=1.47 CFS
R13.2
AREA: 0.09 AC
C=0.90
Q10=0.55 CFS
R14.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R15.1
AREA: 0.03 AC
C=0.90
Q10=0.18 CFS
R13.1
AREA: 0.09 AC
C=0.90
Q10=0.55 CFS
R15.2
AREA: 0.03 AC
C=0.90
Q10=0.18 CFS
R16.1
AREA: 0.02 AC
C=0.90
Q10=0.12 CFS
R18.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R19.1
AREA: 0.06 AC
C=0.90
Q10=0.37 CFS
R20.1
AREA: 0.08 AC
C=0.90
Q10=0.49 CFS
R17.1
AREA: 0.02 AC
C=0.90
Q10=0.12 CFS
R21.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R22.1
AREA: 0.04 AC
C=0.90
Q10=0.24 CFS
R24.1
AREA: 0.02 AC
C=0.90
Q10=0.12 CFS
R25.1
AREA: 0.06 AC
C=0.90
Q10=0.37 CFS
R26.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R23.1
AREA: 0.03 AC
C=0.90
Q10=0.18 CFS
R27.1
AREA: 0.04 AC
C=0.90
Q10=0.25 CFS
R28.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R30.1
AREA: 0.04 AC
C=0.90
Q10=0.12 CFS
R31.1
AREA: 0.08 AC
C=0.90
Q10=0.49 CFS
R32.1
AREA: 0.04 AC
C=0.90
Q10=0.25 CFS
R29.1
AREA: 0.05 AC
C=0.90
Q10=0.31 CFS
R34.1
AREA: 0.03 AC
C=0.90
Q10=0.18 CFS
R34.2
AREA: 0.04 AC
C=0.90
Q10=0.24 CFS
R12.1
R12
R13.2
R13.1
R15
R10
3.5AA
R14.1
R15.1
R15.2
R2.1
R3.1
R4.1
R5.1
R6.1
R7.1
R8.2
R9.1
R10.1
R11.1
R16.1
R16
R22
R18.1
R17.1
R19.1
R20.1
R21.1
R22.1
R23.1
R24.1
R25.1
R28.1
R27.1
R26.1
R29.1
R30.1
R31.1
R34.2
R34
R32.1
R34.1
R2
R3
R4
5.2C
5.2D
TO STR 5.2
AREA: 0.13 AC
C=0.38
Q10=0.34 CFS
AREAS TO ROOF DRAINS
3.1B
AREA: 0.09 AC
C=0.40
Q10=0.24 CFS
3.1C
AREA: 0.05 AC
C=0.40
Q10=0.14 CFS
3.1D
AREA: 0.02 AC
C=0.40
Q10=0.05 CFS
3.1A
AREA: 0.03 AC
C=0.40
Q10=0.08CFS
4.3
AREA: 0.65 AC
C=0.40
Q10=1.77 CFS
4.5
AREA: 0.05 AC
C=0.40
Q10=0.14 CFS
4.1B2
AREA: 0.07 AC
C=0.40
Q10=0.19 CFS
4.1C
AREA: 0.06 AC
C=0.40
Q10=0.16 CFS
4.4
AREA: 0..06 AC
C=0.40
Q10=0.16 CFS
AREAS TO COURTYARD DRAINS
TO STR 5.2D
AREA: 0.23 AC
C=0.78
Q10=1.22 CFS
TO POI B
AREA: 0.63 AC
TOC=16.4 MIN.
CN=59 POI
B
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A
R9.1
R10.1
R9
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AREA:
Q10=35.00 CFS
ASSUMED
4.3
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AREA:
Q10=10.00 CFS
ASSUMED
TO STR 5.2B1
AREA: 1.03 AC
C=0.43
Q10=3.01 CFS
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RAM
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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF9 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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No. 20674
RONALD A. MISLOWSKY, JR.
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SSIONA L E N G I N
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R10-1-2019
LONG TERM MAINTENANCE AND REPAIR PLAN
MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE SHOULD BE
MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED
AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS
SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY
SPILLWAY.
LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST ONCE
EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE AT
VPI&SU). LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS.
REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND
SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40%
BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN ACCORDANCE WITH CURRENT
RECOMMENDATIONS.
REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN GRASS) WILL BE REMOVED AS NEEDED
(BUT NO LESS THAN TWO TIMES PER YEAR) TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT
OF TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN
ATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION.
REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE
DETENTION POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY.
SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL OF
SEDIMENT. WHERE REQUIRED BY THE APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE
POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND.
REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH RACKS, PIPES,
HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE
STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST.
MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING EACH STORMWATER MANAGEMENT
STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT
EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE APPROPRIATE
MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY
MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS SET FORTH IN THE MAINTENANCE
AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST.
MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE
DETENTION POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER OR THE
DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE MAINTENANCE
AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON REQUEST.
THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY DEQ AND FREDERICK
COUNTY.
·TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
·PULVERIZED AGRICULTURAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2
TONS PER ACRE).
·FERTILIZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER ACRE). SEED MIX SHALL CONSIST OF 90%
KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A NEW MIDDLE SCHOOL FACILITY. THE SITE IS LOCATED IN FREDERICK
COUNTY, VIRGINIA, EAST OF STEPHENS CITY ALONG WHITE OAK ROAD BETWEEN TASKER ROAD AND FAIRFAX PIKE. THE SITE WILL
CONSIST OF CONSTRUCTION OF A 96,714 SF MIDDLE SCHOOL BUILDING, TWO ENTRANCES, PARKING AREAS, AND A TRACK
AND FIELD FACILITY. ADDITIONAL SITE IMPROVEMENTS INCLUDE A WET POND TO DETAIN STORM RUNOFF, A BIORETENTION
POND, STORM DRAIN SYSTEM, LANDSCAPING, AND LIGHTING. A TOTAL OF 32.60 AC. WILL BE DISTURBED DURING
CONSTRUCTION.
EXISTING SITE CONDITIONS
THE EXISTING SITE AREA IS 56.91 ACRES. THE SITE IS CURRENTLY USED AS RESIDENTIAL PROPERTY. MOST OF THE SITE IS COVERD
WITH DENSE TREE GROWTH OR TALL GRASS. THE SITE IS DIVIDED INTO DISTINCT DRAINAGE AREAS SEEN ON SHEET
CS2000.THERE IS A STREAM THAT RUNS SOUTHEAST ACROSS THE PROPERTY. THE PROPERTY HAS SEVERAL WETLAND
AREAS SHOWN ON SHEET CS1000. THE SITE GENERALLY DRAINS FROM WEST TO EAST DOWN INTO THE STREAM.
ADJACENT PROPERTY
WHITE OAK ROAD BORDERS THE PROPERTY TO THE WEST. RURAL RESIDENTIAL PROPERTY BORDERS THE PROPERTY TO NORTH AND
SOUTH. TO THE EAST IS VACANT LAND
OFF-SITE AREAS
OFF-SITE AREAS ARE LIMITED TO THE ROAD WIDENING ALONG WHITE OAK ROAD.
SOILS AND GEOLOGY
SEE SOILS MAP - SHEET CS1000
CRITICAL AREAS
CRITICAL AREAS, IF ANY, CONSIST OF 2.5 OR 3:1 SLOPES. THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND
SHALL BE IMMEDIATELY STABILIZED AFTER REACHING FINAL GRADE.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK.
STRUCTURAL MEASURES
THE SEDIMENT BASIN TRAP, SEDIMENT BARRIERS AND OTHER MEASURES SHOWN ON THE PLANS 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.
PHASE I:
CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PHASE I PLAN
TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS.
SUPER SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM
DISTURBED AREAS BEFORE IT LEAVES THE SITE.
INLET PROTECTION WITH STONE COMBINATION SHALL BE INSTALLED AS SHOWN ON PLANS TO FILTER RUNOFF BEFORE IT
LEAVES THE SITE.
TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED TO DIVERT RUNOFF FROM UP-SLOPE AREAS TO A STABILIZED
OUTLET SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. DIVERSION DIKES SHALL BE LINED WITH EC-2 FOR STABILIZATION.
ROCK CHECK DAMS (3.20) SHALL BE CONSTRUCTED TO SLOW DOWN RUNOFF AND REMOVE SEDIMENT ALONG THE SWALE.
SEDIMENT TRAP (3.13) SHALL BE INSTALLED IN LARGER DRAINAGE AREAS TO DETAIN SEDIMENT-LADEN RUNOFF LONG
ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT.
SEDIMENT BASIN (3.14) SHALL BE INSTALLED IN LARGER DRAINAGE AREAS TO DETAIN SEDIMENT-LADEN RUNOFF LONG
ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT.
PHASE II:
ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. THE INLET PROTECTION WITH STONE
COMBINATION SHALL BE RELOCATED WHEN OUTLET STRUCTURE INSTALLED.
OUTLET PROTECTION (3.18) SHALL BE INSTALLED AT OUTLET STRUCTURES TO MINIMIZE POTENTIAL FOR DOWNSTREAM
EROSION BY REDUCTING THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS
SOIL STABILIZATION MATTING (3.36) SHALL BE INSTALLED ON DISTURBED SLOPES STEEPER THAN 3:1.
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR
GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER
FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN
FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT
FOR MORE THAN SIX (6) MONTHS.
SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR
TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-COMPACTED,
IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER
WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE
EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED AT THE
DIRECTION OF THE FREDERICK COUNTY INSPECTOR.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. 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.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH
TIME THE CHECK DAMS SHALL BE REMOVED.
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE.
WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
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.
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.
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
LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS AREAS RESULTING FROM THE DISPOSITION
OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL
MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO
CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE
STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES
MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPROVAL WITHOUT EXCEPTION.
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN
24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED
STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY
TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED
UNTIL GRASS IS ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY
SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY
SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION
AT ALL TIMES.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING
FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH.
PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION
AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS.
PHASES OF LAND DISTURBANCE ACTIVITIES
1.MANDATORY PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS.
2.CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
3.INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES.
4.OBTAIN COUNTY INSPECTOR APPROVAL.
5.ROUGH GRADE SITE.
6.RESTORATION AND STABILIZATION OF DISTURBED AREAS.
7.REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR.
SEEDING REQUIREMENTS
2 TONS STRAW MULCH PER AC.
3 TONS AGRICULTURAL LIMESTONE PER AC.
1000 LBS. 10-20-20 FERTILIZER PER AC.
PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE
200 LBS. TALL FESCUE PER AC.
20 LBS. ANNUAL RYE PER AC.
AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS:MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS:
60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER)
60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL)
450 LBS. 10-20-20 FERTILIZER PER AC.
3 TONS AGRICULTURAL LIMESTONE PER AC.
2 TONS STRAW MULCH PER AC.
TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR
9VAC25-840-40. 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 requirements 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 requirements 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 100 times greater than the contributing drainage area of the project in question;
(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 10-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 10-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:
NOTE:
IF STRAW IS USED DURING HYDRO-SEEDING OR OTHERWISE TO STABILIZE THE SITE, THE
CONTRACTOR SHALL ENSURE THAT THE BAILING STRING IS NOT SPREAD WITH THAT STRAW. THAT
STRING SHALL BE REMOVED FROM SITE.
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF10 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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D
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A
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P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
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SSIONA L E N G I N
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R10-1-2019
Table 3.13 Sediment Trap Key
Design Aspects
Trap Number ST-1
Type (stone weir/pipe)stone
Drainage area 2.48 Ac.
Wet Storage Req 167 CY
Wet Storage Prov 300 CY
Dry Storage Req 167 CY
Dry Storage Prov 300 CY
Weir Width 15'
Pipe Diameter N/A
Weir/Pipe Elevations 685.00
Storage Depth 1.00
Cleanout Ele 681.75
Embankment ele 686.50
Trap Bottom Ele 681.00
1
2
"
D
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5
2
W
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2
2
7
2
4
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2
6
720
7
2
0
7
1
8
724.25 EX. EP
723.90 TC
723.47 EX. EP
724.99 EX. EP
723.13 TC
724.66 TC
720.23 TC
720.23 TC
720.05 TC
720.05 TC
721.58 TC
721.73 TC
721.73 TC
720.83
721.72
722.32 FL
722.58 FL722.63 FL
722.22 FL 722.52
FCPS PROHIBITED ITEMS SIGN
(EXACT LOC. TBD BY OWNER AT TIME OF CONSTRUCTION)
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
18'
20'
ONE WAY
ENTRANCE
(FOC TO FOC)
14'
567' - LANE TRANSITION
BEG. LANE TRANS.
MATCH EX. EP
VDOT WP-2 MILL & OVERLAY
1
2
'
24.6' - EX. EP TO NEW EP
75'
END LANE
TRANS. TAPER
20'
FOC TO FOC
220' - TURN LANE
PROP. ROW
PERM. SLOPE GRADING &
DRAINAGE ESMT.PROP. ROW PROP. ROW
EX. ROW
EX. ROW
2
4
'
1,60
0
L
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PROP. EP
10' ASPH TRAIL
1
0
'
R
2
1
1
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3
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3
0
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66'R
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2
3
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'
R
94'
R
10' TEMP. CONSTRUCTION ESMT.
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END SHOULDER SECTION,
BEGIN CG-7
END SHOULDER SECTION,
BEGIN CG-7
1
2
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1
2
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EX. LANE MRKG
CG-12B
1
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390 SF 10' ASPH TRAIL
CG-7 CG-7
BEG. SOUTH BOUND LANE WIDENING
VDOT WP-2 MILL & OVERLAY
20' DRAINAGE AND UTILITY ESM'T
N 31°07'11" E 6.38'
S
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PIN 86-A-154
FLEMING, MADELINE P.
DB 71 PG. 434
ZONE: RA
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R/W VARIES (D.B. 330 PG. 300)
45 MPH POSTED
PIN 75-A-115
CEDAR MEADOWS HOMEOWNERS ASSOC. INC
C/O CLAGETT MANAGEMENT, WV / VA LLC
ZONE: RP
OPEN
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HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
715
720
730
740
750
760
715
720
730
740
750
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EX. GRADE
PROPOSED GRADE
-5.87%
-2.59%
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF11 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
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A
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No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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FOH
R
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V
A
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SSIONA L E N G I N
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MATCH CS4000 & CS4100
10-1-2019
1
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1
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4
6
WHITE OAK ROAD - VA ROUTE 636
R/W VARIES (D.B. 330 PG. 300)
45 MPH POSTED
N
5
7
°
5
4
'
5
8
"
W
3
1
6
.
0
0
'
S 32°05'02" W 50.00'
N 32°05'02" E 1025.14' (TOTAL)
60' SETBACK
PIN 76-A-42
SARGENT PROPERTIES LLC
ZONE: RA
ZONE: RP
PIN 75-A-109
FLINT HILL PROPERTIES LLC
ZONE: RA
PIN 75-A-115
CEDAR MEADOWS HOMEOWNERS ASSOC. INC
C/O CLAGETT MANAGEMENT, WV / VA LLC
ZONE: RP
EP
4
1
'
-
1
5
"
R
C
P
PRESERVED WETLANDS
PRESERVED
WETLANDS
PRESERVED
WETLANDS
EX. ROW
PROP. ROW
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00
1
2
'
FUTURE ASPH TRAIL10' ASPH TRAIL
24'
1
4
'
WETLAND IMPACT #2
WETLAND IMPACT #1
END LANE TRANS. & MATCH EX. EP
VDOT WP-2 MILL & OVERLAY
END CG-7
1
2
'
23' - EX. EP TO NEW EP
540' - LANE TRANSITION83'32'
FOC TO FOC
1.96' - BC TO
PROP COR
50' - TAPER
200' - TURN LANE TAPER
PROP. ROW PROP. ROW
EX. ROW
10' ASPH TRAIL
28'
ONE WAY EXIT
(FOC TO FOC)
EP
2
6
2
'
R
EP
2
3
8
'
R
E
P
8
0
'
R
E
P
1
0
0
'
R
E
P
9
3
'
R
E
P
1
0
7
'
R
PERM. SLOPE GRADING &
DRAINAGE ESMT.
10' TEMP. CONSTRUCTION ESMT.
W
E
T
L
A
N
D
I
M
P
A
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#
3
1
2
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1
2
'
1
2
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PROP. EPPROP. EPPROP. EP
1
2
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1
2
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1
2
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CL CL CL
1
2
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1
2
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1
2
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1
0
.
3
'
1
0
.
9
'
25'R
38'R
UD-4 DISCHARGE TO
INLET STRUCTURE
UD-4 DISCHARGE TO
INLET STRUCTURE
END SHOULDER SECTION,
BEGIN CG-7
5
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719.21 TC
719.78 TC
718.98 TC
719.30 TC
718.49 TC
718.43 TC
719.05
719.42
719.54
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HORIZONTAL SCALE: 1" = 50'
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF12 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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D
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L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
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MA
T
C
H
C
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3
0
0
0
MATCH CS4000 & CS4100 MATCH CS4001 & CS4101
10-1-2019
EX. ROW
PROP. ROW
103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
WETLAND IMPACT #2 WETLAND IMPACT #1
PROP. ROW
PERM. SLOPE GRADING &
DRAINAGE ESMT.PROP. ROW PROP. ROW PROP. ROW PROP. ROW
EX. ROW EX. ROW
10' TEMP. CONSTRUCTION
ESMT.
PERM. SLOPE GRADING &
DRAINAGE ESMT.
10' TEMP. CONSTRUCTION
ESMT.
LOT 1LOT 2LOT 3LOT 4LOT 5
PIN 86-A-154
FLEMING, MADELINE P.
DB 71 PG. 434
ZONE: RA
PIN 86-A-155
FERTIG, JUANITA
ZONE: RA
P
I
N
7
5
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1+00
2+00
3+00
4+00
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1
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0
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718
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720720
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723.90 TC
718.94 EX. EP
718.74 TC
723.47 EX. EP
720.14 EX. EP724.99 EX. EP
720.14 EX. EP
723.13 TC 719.82 TC719.84 TC
724.66 TC
718.73 TC
719.01 TC
719.78 TC
718.98 TC
719.30 TC
718.49 TC
718.43 TC
719.05
719.42
719.54
718.50
720.23 TC
720.05 TC
721.58 TC
721.73 TC
721.73 TC
720.83
721.72
722.32 FL
722.58 FL722.63 FL
722.22 FL722.52
SIGHT DISTANCE - SITE EXIT
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
715
720
730
740
715
720
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740
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3.
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF13 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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10-1-2019
47
1
W
H
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E
O
A
K
R
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A
D
|
WH
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P
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SH
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D
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R
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T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
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CG-11 ENTRANCE
(EXIT ONLY)
CG-11 ENTRANCE
(ENTER ONLY)
NOR
T
H
2.08%2.08%
14' - 1-LANE CIRCULATION ROAD
(HEAVY DUTY)
TYPICAL SECTION
(NTS)
7'
5
8":1'
1 1
2 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
7'
14'
TRAVEL LANE
CR
O
W
N
22'
CIRCULATION ROAD
4'
SHOULDER
3:
1
2'
5
8":1'1":1'
18"
MIN.3:1
4'
SHOULDER
3
:
1 3:1
1":1'
18"
MIN.5.0'
2.5'
CG-7
VARIESVARIESEXISTING THRU LANE
12'
THRU LANE
12'
PROPOSED 12'
WIDENING
PROPOSED THRU LANE
12'
THRU LANE
12'
1'
EX
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PA
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WHITE OAK ROAD
WIDENING AND LANE TRANSITION
RURAL COLLECTOR ROAD (GS-3)
45 MPH DESIGN SPEED
STA. 106+17.15 TO 114+72.39
TYPICAL SECTION
(NTS)
PROP. ASPHALT TRAIL
R.O.W
VARIES2.5'
CG-7
VARIES
CL
EXISTING THRU LANE
12'
1 1
2 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
PROPOSED THRU LANE
12'
EXTEND STONE
BASE 1' BEYOND
CG-7
3:1
3:1
2.00%
2.00%2.08%
WHITE OAK ROAD
WIDENING AND LANE TRANSITION
RURAL COLLECTOR ROAD (GS-3)
45 MPH DESIGN SPEED
STA. 105+24.93 TO 106+17.15
STA. 114+72.39 TO 117+87.20
TYPICAL SECTION
(NTS)
PROVIDE SAWCUT EDGE
WP-2
1 1
2 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
THRU LANE (SB)
12'
EXISTING THRU LANE
12'
CL
EXISTING PAVEMENT SECTION
MILL INTO EXISTING PAVEMENT TO
A MINIMUM DEPTH OF 1.5" AND
OVERLAY WITH FINAL SURFACE MIX
TO PROVIDE A SMOOTH LAP JOINT
PROVIDE SAWCUT EDGE
WP-2
EX
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D
G
E
O
F
PA
V
E
M
E
N
T
WHITE OAK ROAD
WIDENING AND LANE TRANSITION
RURAL COLLECTOR ROAD (GS-3)
45 MPH DESIGN SPEED
STA. 100+50.15 TO 105+24.93
TYPICAL SECTION
(NTS)
UD-4
UD-4
EXTEND STONE
BASE 1' BEYOND
CG-7
CL
1 1
2 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADEMILL INTO EXISTING PAVEMENT TO
A MINIMUM DEPTH OF 1.5" AND
OVERLAY WITH FINAL SURFACE MIX
TO PROVIDE A SMOOTH LAP JOINT
EXISTING PAVEMENT SECTION
2.08%
2.08%
12" @ 2.08 %
6:1
2:1
5
8:1
7' GRAVEL SHOULDER
1'6'
PROVIDE SAWCUT EDGE
WP-2
18"
R.O.W
R.O.W
7.5'
PROVIDE SAWCUT EDGE
WP-2
PROVIDE SAWCUT EDGE
WP-2
EX. GRADE
EXISTING PAVEMENT SECTION
MILL INTO EXISTING PAVEMENT TO
A MINIMUM DEPTH OF 1.5" AND
OVERLAY WITH FINAL SURFACE MIX
TO PROVIDE A SMOOTH LAP JOINT
MATCH EX. CROSS SLOPE
MATCH EX. CROSS SLOPE
WIDTH VARIES
STA. 114+72.39 TO 117+87.20
ADJUST EX. GRADE TO
MATCH PVMT. ELEVATION
TOPSOIL, SEED AND MULCH
EX. GRADE
WIDTH VARIES
STA. 109+11.68 TO 114+72.39
ADJUST EX. GRADE TO
MATCH PVMT. ELEVATION
TOPSOIL, SEED AND MULCH 2.00%
2'
2.08%2.08%
24' - 2-LANE CIRCULATION ROAD
(HEAVY DUTY)
TYPICAL SECTION
(NTS)
12'
LANE
1 1
2 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
24'
28'
3:1
12'
LANE
2'
3:
1
2'
5
8":1'1":1'
3:
1
2'
5
8":1'1":1'
3:118"
MIN.
18"
MIN.
15'2'12'22'
ASPHALT TRACK
ED
G
E
O
F
FI
E
L
D
8" PERFORATED
PVC @ 0.5%
2.00%2.50%
FILTER FABRIC
1.00%
12'8'
ASPHALT TRAIL
3"
6:1
1.00%
FOOTBALL & ATHLETIC FIELD
TYPICAL SECTION
(NTS)
WELL COMPACTED SUITABLE FILL
TO EXISTING SHALE BASE GRADE
2" SM 12.5A
6" 21B
2" TOPSOIL
#57 STONE
DEPTH VARIES TO
MATCH PVC PIPE
SLOPE
TOP OF DRAIN
ELEV. = 709.00
CENTER OF FIELD ELEV. = 711.00
EDGE OF FIELD ELEV. = 709.30 EDGE OF TRACK
ELEV. = 709.26
TOP OF SLOPE
ELEV. = 711.48EDGE OF TRACK
ELEV. = 709.48
10'
BLEACHER
PAD
1.00%
2" SM 12.5A
12" 21B
4' HIGH CHAIN LINK
FENCE
PAINTED WHITE STRIPING
PER STANDARD 400M
TRACK SPECIFICATIONS
EDGE OF SWLK
ELEV. = 711.40
(HEAVY DUTY)
ASPHALT PAVEMENT
NTS
(HEAVY DUTY)
CONCRETE DUMPSTER PAD
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
3" BASE COURSE (BM25)
COMPACTED SUBGRADE
8" DENSE GRADED STONE (21B)
7" - 4,000 PSI CONCRETE
8" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NTS
4" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
(STANDARD DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
2" IM 19.0
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
6" X 6" W2.9 W.W.F.
COMPACTED SUBGRADE
FILTER FABRIC
10" DENSE GRADED
STONE (21B)
COMPACTED SUBGRADE
2" SM 12.5A
6" DENSE GRADED STONE (21B)
BASKETBALL COURT
NTS
2" - SM 12.5A
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
MIN. 4" TOPSOIL.
SEED AND MULCH TO MATCH
PAVEMENT ELEVATION (TYP. ALL SIDES)
GRAVEL PAVEMENT
NTS
TRACK PAVEMENT
NTS
ASPHALT TRAIL PAVEMENT
NTS
2" - SM 12.5A
COMPACTED SUBGRADE
12" DENSE GRADED STONE (21B)
COOLING TOWER PAD
(NTS)
14' x 14'
6" X 6" WWF
6" 4000 PSI CONCRETE
REQUIRED
SUITABLE SUBGRADE
BLEACHER PAD (TYPICAL)
(NTS)
10' x 50'
6" X 6" WWF
6" 4000 PSI CONCRETE
REQUIRED
SUITABLE SUBGRADE
DUST COLLECTOR PAD
(NTS)
6' x 6'
6" X 6" WWF
6" 4000 PSI CONCRETE
REQUIRED
2" LEVELING STONE
VDOT 21B
SUITABLE SUBGRADE
2"
MECHANICAL BUILDING AND
GREENHOUSE PAD
(NTS)
GREENHOUSE
20' x 35'
6" X 6" WWF
4" 4000 PSI CONCRETE
REQUIRED
4" VDOT 21B
EXTEND 4" BEYOND STONE
SUITABLE SUBGRADE
4" VDOT 21B
EXTEND 2" BEYOND STONE
4" VDOT 21B
EXTEND 2" BEYOND STONE
2.08%
7'
5
8":1'
1 1
2 " SM 12.5A
3" BM-25
8" 21B
7'
14'
TRAVEL LANE
CR
O
W
N
22'
CIRCULATION ROAD
4'
SHOULDER
3:1
5
8":1'
2.08%
3:
1
SHALE FILL, DEPTH AS REQUIRED
2'4'
SHOULDER
2'
12"12"
14' - 1-LANE CIRCULATION ROAD
SECTION AT TRIPLE CULVERTS
(C1,C3,C4 TO C1A, C3A, C4A)
(NTS)
SUBGRADE
REMOVE TOPSOIL TO ADEQUATE
BASE CONDITION
OGB MAY BE INSTALLED IN LIEU
2
:
1
2:1
SHALE FILL.
SITE EXCAVATED
3 x 24" RCP CL II
SUBGRADE
REMOVE TOPSOIL TO ADEQUATE
BASE CONDITION
OGB MAY BE INSTALLED IN LIEU
OF TOPSOIL REMNANTS
ROAD PROFILE AT TRIPLE CULVERTS
(C1,C3,C4 TO C1A, C3A, C4A)
(NTS)
1 1
2 " SM 12.5A
3" BM-25
8" 21B
WETLANDS
EX. GRADE
26.00'
STUDENT DROP OFF
9.00'
PARKING ISLAND
7.00'
SIDEWALK
37.00'
H.C. PARKING
21.71'
PARKING
STORM INLET
(BEYOND SECTION LINE)CG-6RSLOPE PER GRADING
2.00% MAX.
13.00'
PARKING ISLAND
25.50'
DRIVE AISLE
REVERSE ROLL-TOP CURB
CG-6
34.79'
PARKING
HP
0.50'
6.00'
ACCESSIBLE
RAMP
12:1 MAX.2.00%
MAX.
36.00'
PARKING
33.50'
PARKING
SLOPE PER
PLAN GRADING
STORM INLET
(BEYOND SECTION LINE)
CAR PARKING LOT
SECTION
(NTS)
SLOPE PER
PLAN GRADING
SLOPE PER
PLAN GRADING
SLOPE PER
PLAN GRADING
SLOPE PER
PLAN GRADING
SLOPE PER
PLAN GRADING
EXTEND AGGREGATE BASE
12" MIN. BEYOND CURB
(TYP.)
CG-6R WITH
DEPRESSED
CURB1 1
2 " SM 12.5A
2" IM-19.0
6" 21B
COMPACTED SUBGRADE TYP.
1.00'
CG-6R CG-6
4" CONCRETE
4" DENSE GRADED STONE (21B)
H.C. PARKING LOT
SECTION
(NTS)
℄ O
F
DR
I
V
E
AI
S
L
E
14.00'
DRIVE AISLE
20.00'
PARKING SPACES
0.50'
8.00'
CONCRETE
SIDEWALK
SLOPE PER
PLAN GRADING
SLOPE PER
PLAN GRADING
2.00% MAX.
SLOPE PER
PLAN GRADING
2.00% MAX.
CG-6 WITH
DEPRESSED
CURB
CURB AND GUTTER
(BEYOND SECTION LINE)
2.00'
1 1
2 " SM 12.5A
2" IM-19.0
6" 21B
1 1
2 " SM 12.5A
3" BM 25
8" 21B
COMPACTED
SUBGRADE TYP.
4" CONCRETE
4" DENSE GRADED STONE (21B)
1.00%
54'
BASKETBALL COURT
BASKETBALL COURT
SECTION
(NTS)
2" SM 12.5A
4" DENSE GRADED STONE (21B)COMPACTED
SUBGRADE
MIN. 4" TOPSOIL
SEED AND MULCH TO
MATCH PAVEMENT ELEVATION
(TYP. ALL SIDES)
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF14 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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A
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No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
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F
SSIONA L E N G I N
E
EE
R10-1-2019
NOTE:
1.PROPOSED PAVEMENT DESIGN IS PRELIMINARY AND THE FINAL PAVEMENT DESIGN FOR ROUTE 636
WILL BE BASED ON VDOT APPROVAL OF PAVEMENT DESIGN CALCULATION SUBMITTED USING
ACTUAL FIELD CBR VALUES AND EXISTING PAVEMENT DEPTH FOR CORE SAMPLES ON ROUTE 636.
2.LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG ROUTE 636 SHALL BE DETERMINED BY
EXCAVATION IN THE PRESENCE OF A VDOT INSPECTOR AND MATCHING CORE SAMPLES REQUIRED
PER WP-2 DETAIL.
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF15 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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D
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No. 20674
RONALD A. MISLOWSKY, JR.
T
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NOM
AEW
L
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FOH
R
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R10-1-2019
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LOT 1LOT 2LOT 3LOT 4LOT 5
PIN 86-A-154
FLEMING, MADELINE P.
DB 71 PG. 434
ZONE: RA
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WHITE OAK ROAD - VA ROUTE 636
R/W VARIES (D.B. 330 PG. 300)
45 MPH POSTED
PIN 75-A-115
CEDAR MEADOWS HOMEOWNERS ASSOC. INC
C/O CLAGETT MANAGEMENT, WV / VA LLC
ZONE: RP
OPEN
SPACE
F
D
AE
A
I
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C A
3 3 3
1
2
'
1
2
'
1
4
.
9
'
1
0
.
2
'
1
0
.
4
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
0
.
3
'
1
0
.
0
'
1
1
'
1
0
.
6
'
9
.
9
'
FCPS PROHIBITED ITEMS SIGN
(EXACT LOC. TBD BY OWNER AT TIME OF CONSTRUCTION)
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
20'
ONE WAY
ENTRANCE
(FOC TO FOC)
567' - LANE TRANSITION
BEG. LANE TRANS.
MATCH EX. EP
VDOT WP-2 MILL & OVERLAY
1
2
'
24.6' - EX. EP TO NEW EP
75'
END LANE
TRANS. TAPER
20'
FOC TO FOC
220' - TURN LANE
PROP. ROW
PERM. SLOPE GRADING &
DRAINAGE ESMT.PROP. ROW PROP. ROW
EX. ROW
EX. ROW
1
5
'
PROP. EP
10' ASPH TRAIL
1
0
'
R
2
1
1
'
R
66'R
10' TEMP. CONSTRUCTION ESMT.
1
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AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF16 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
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F
F
SSIONA L E N G I N
E
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M
A
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C
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C
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3
3
0
2
10-1-2019
1
5
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P
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7
1
1
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7
4
1
5
"
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7
1
3
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0
2
WHITE OAK ROAD - VA ROUTE 636
R/W VARIES (D.B. 330 PG. 300)
45 MPH POSTED
OPEN
SPACE
PIN 76-A-42
SARGENT PROPERTIES LLC
ZONE: RA
PIN 75M-3-3-170A
THE CAMP AT MOSBY STATION
HOMEOWNERS ASSOC. INC.
ZONE: RP
PIN 75-A-109
FLINT HILL PROPERTIES LLC
ZONE: RA
PIN 75-A-110
BURACKER, LYNWOOD
ZONE: RA
PIN 75-A-111
RITTER, JASON LEE
ZONE: RA
PIN 75-A-115
CEDAR MEADOWS HOMEOWNERS ASSOC. INC
C/O CLAGETT MANAGEMENT, WV / VA LLC
ZONE: RP
EP
CAI
AE A
E
A
I J
D
F
D
R1-1
30" X 30"
1
DO NOT
ENTER
R1-1
30" X 30"
1
R5-1
30" X 30"
2
3 3 3 3 3 3 3 3
1
2
'
END LANE TRANS.
MATCH EX. EP
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
EX. ROW
PROP. ROW
110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00
1
2
'
FUTURE ASPH TRAIL10' ASPH TRAIL
END LANE TRANS. & MATCH EX. EP
VDOT WP-2 MILL & OVERLAY
END CG-7
1
2
'
23' - EX. EP TO NEW EP
540' - LANE TRANSITION83'32'
FOC TO FOC
1.96' - BC TO
PROP COR
50' - TAPER
200' - TURN LANE TAPER
PROP. ROW PROP. ROW
EX. ROW
10' ASPH TRAIL
28'
ONE WAY EXIT
(FOC TO FOC)
PERM. SLOPE GRADING &
DRAINAGE ESMT.
10' TEMP. CONSTRUCTION ESMT.
1
2
'
1
2
'
1
2
'
PROP. EPPROP. EPPROP. EP
1
2
'
1
2
'
1
2
'
CL CL CL
1
2
'
1
2
'
1
2
'
1
0
.
3
'
1
0
.
9
'
25'R
38'R
UD-4 DISCHARGE TO
INLET STRUCTURE
UD-4 DISCHARGE TO
INLET STRUCTURE
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(
B
C
)
5
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(
B
C
)
7
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5
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(
B
C
)
7
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5
'
(
B
C
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CG-7 CG-7
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END SOUTH BOUND LANE WIDENING
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF17 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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D
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L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
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10-1-2019
MA
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C
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C
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3
3
0
1
N 57°58'01" W 336.00'
N 31°07'11" E 6.38'
S
3
2
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2
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5
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1
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100' S
E
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B
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PIN 86-A-155
FERTIG, JUANITA
ZONE: RA
PIN 86-A-155
FERTIG, JUANITA
ZONE: RA
SPA
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30" HDPE
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4
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D
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18" HDPE
15
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E
2
4
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D
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E
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5
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1
5
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D
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E
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6
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5
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D
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E
2
4
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H
D
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E
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3.8
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D
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E
3.1A
3.1B
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D
P
E
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R14
12" H
D
P
E
12" H
D
P
E
3.1C 15" H
D
P
E
3.1D
4.5
12
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H
D
P
E
R11.1
R11
6" SDR-35
10" H
D
P
E
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1
0
"
H
D
P
E
10" SDR-35
10" SDR-35
10" SDR-35
R20.1
10" SDR-35
R21.1
10" SDR-35
R14.1
R13.1
1
0
"
S
D
R
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3
5
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10" S
D
R
-
3
5
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10" SDR-35
5.4A
15" H
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E
5.5
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5
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D
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E
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D
P
E
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D
P
E
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5
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5
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5
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R17.1
R18.1
R19.1
R22.1
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6
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5
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10" SDR-35
10" SDR-35
15"
H
D
P
E
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6" SDR-35R25.1
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24" HDPE
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5
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18" H
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12" H
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12
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1
5
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1 - 4" PVC SCH. 80 CONDUIT (VERIZON)
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AS NOTED
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RAM
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APPROVED BY
OF18 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
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RONALD A. MISLOWSKY, JR.
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D
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D
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"
H
D
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E
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4.1B
5
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D
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5
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D
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12
"
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D
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E
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E
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D
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1
2
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D
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5
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6"
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D
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3
5
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6" SDR-35
R29.1
10" SDR-35
R28.1
10" SDR-35
10" SDR-35
R4.1
R1.1
R7.1
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30
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5
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R23.1
R16
6
"
S
D
R
-
3
5
10" SDR-35
6" SDR-35 R22
6" SDR-35
R24.1
R25.1
R27.1
6
"
S
D
R
-
3
5
10" SDR-35
R31.1
10" SDR-35
R34.2
1
0
"
S
D
R
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5
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"
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"
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF19 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
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3
0
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1
M
A
T
C
H
C
S
4
0
0
3
MATCH CS4000
10-1-2019
NOTE:
ALL CURB RADII ARE 2' TYP. UNLESS OTHERWISE NOTED.
ENLARGED PLAN - DOCK AREA
SCALE: 1" = 10'
00 10'20'
SPA
C
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F
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MOB
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1525 LF 4' CHAIN LINK FENCE
PROVIDE (2) 12' DOUBLE SWING GATES AND
(2) 4' GATES AS DIRECTED BY OWNER
FLA
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0
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PIN 86-A-155
FERTIG, JUANITA
ZONE: RA
PRESERVED
WETLANDS
1-
F
H
A
S
S
Y
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12" D
I
P
C
L
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5
2
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A
T
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18" H
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4" ELEC. CONDUIT STUB
4" ELEC. CONDUIT TO
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BLDG. FOR DATA
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF20 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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D
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L
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M
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N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
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R
MA
T
C
H
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S
4
0
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0
MATCH CS4003
10-1-2019
NOTE:
ALL CURB RADII ARE 2' TYP. UNLESS OTHERWISE NOTED.
AS
P
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8'
SWM POND #1
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CHAINLINK FENCE
FLA
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4' S
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26'
20'
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40
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PIN 76-A-42
SARGENT PROPERTIES LLC
ZONE: RA
PRESERVED
WETLANDS
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WETLANDS
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WETLANDS
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PR
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W
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3
3
0
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24"
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36
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R
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF21 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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RONALD A. MISLOWSKY, JR.
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FERTIG, JUANITA
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10" SDR-35
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RAM
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APPROVED BY
OF22 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
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RONALD A. MISLOWSKY, JR.
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P
R
E
S
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R
V
E
D
W
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T
L
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PRESERVED
WETLANDS
PRESERVED
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PRESERVED
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3
3
0
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H
D
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2
4
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H
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E
3
0
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H
D
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15
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24"
H
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4
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15"
H
D
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4.2
15
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H
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4.4
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4.1A
4.1B
5
5.2
5.3
15" H
D
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E
1
5
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H
D
P
E
4.5
12
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H
D
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4.1C
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10"
H
D
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E
15" HD
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E
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1
2
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S
D
R
-
3
5
6" SDR-35
R30.1
6"
S
D
R
-
3
5
R32.1
6" SDR-35
R29.1
10" SDR-35
R28.1
10" SDR-35
10" SDR-35
R4.1
R1.1
R7.1
10" SDR-35
5.1
30
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H
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A
L
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A
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N
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3
5
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15"
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6
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6
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF23 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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P
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N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
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FOH
R
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V
A
I
N
I
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F
F
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3
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M
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4
1
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3
MATCH CS4100
10-1-2019
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PROVIDE (2) 12' DOUBLE SWING GATES AND
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF24 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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P
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A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
I
V
A
I
N
I
R
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F
F
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MATCH CS4103
10-1-2019
SWM POND #1
96,000± CF
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1
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PIN 76-A-42
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ZONE: RA
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WETLANDS
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PRESERVED
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PR
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S
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R
V
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D
W
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PRESERVED
WETLANDS
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3
3
0
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H
D
P
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24"
H
D
P
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1.1
1
36
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C
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6
7
0
6
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66
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF25 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
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SI
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D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
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CS4501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF26 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
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N
S
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APPROVED PERMIT DRAWINGS
FR
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D
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R
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C
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C
O
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,
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L
SI
T
E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
HANDICAP SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
STOP SIGN - DETAIL
CONCRETE WHEEL STOP
SCALE: NTS
PROHIBITED ITEMS SIGN
SCALE: NTS
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BY
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DA
T
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V
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N
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF27 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
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S
M
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3
APPROVED PERMIT DRAWINGS
FR
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D
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R
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L
SI
T
E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
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CS4503
BY
NO
.
DA
T
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RE
V
I
S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF28 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
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B
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11
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2
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3
9
F
54
0
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6
6
5
.
0
4
9
3
APPROVED PERMIT DRAWINGS
FR
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D
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R
I
C
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C
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T
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S
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O
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B
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N
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,
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A
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L
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D
D
L
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C
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O
O
L
SI
T
E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
12"
ground clearance 3" max. 1" min.
height of brace shall be
in accordance with
manufacturer's specifications
12"
10' (max)
gate post
12"
one tension wire
clip each line pole
(No. 6 gauge min.)
3/8" min. round rod
with turnbuckle
end corner or
4'-0"
3'-6"
concrete footing
No. 11 gauge & 1"
beveled galvanized
steel band with
bolt and nut
1-5/8" SS-15 top rail
2" OD SS-40 line post
2-1/2" mesh, 9 gauge galvanized wire fabric
tension wire no. 7 gauge galvanized
coil spring wire stretched out
typical spacing between all line posts
Line brace - shall be used when vertical alignment changes 15° (max. spacing 500')
- shall be used at fence end (as shown above) and gate locations
Corner brace - shall be used when horizontal alignment changes 15° or more
- shall be used as detailed above with bracing in both directions
concrete footing
12"12"
3/8" minimum
round rod
3'-0"
3'-6"
4'-0"
latch
as required
2-1/2"OD
SS-40
terminal
post
3'-0"
10' (max)
finished
grade
finished
grade
VINYL COATED CHAIN LINK FENCE DETAIL
NOT TO SCALE
VINYL COATED CHAIN LINK SWING GATE DETAIL
NOT TO SCALE
1. ALL FENCE COMPONENTS SHALL BE VINYL COATED.
2. VINYL COATING COLOR SHALL BE AT OWNER'S DIRECTION.
CURB FLUME DETAIL
NOT TO SCALE
36" MIN. COVER REQ.
EXISTING GRADE
FINISHED GRADE
32" CLEAR
SAN.
F
O
R
C
E
M
A
I
N
-
2" 20
0
P
S
I
P
E
C
T
S
TUBI
N
G
48" MIN.
COVER REQ.
WHITE OAK ROAD
RTE-636
HEIDELBERG LOOP
TEST PITS REQUIRED
CONTRACTOR SHALL TEST PIT EX. GAS
MAINS AT SAN. SWR TO VERIFY
LOCATION AND DEPTH
FM AND FSL
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
700
710
720
730
740
700
710
720
730
740
18" MIN.
CLEAR REQ.
9+00 10+00
72
4
.
3
72
1
.
9
11+00
71
9
.
5
71
8
.
7
12+00
72
1
.
9
72
1
.
0
72
1
.
1
9
13+00
72
0
.
7
72
0
.
0
14+00
72
0
.
1
72
0
.
6
71
8
.
7
5
15+00
72
0
.
3
71
6
.
2
1
71
8
.
0
71
3
.
6
5
16+00
71
5
.
1
71
4
.
1
6
71
1
.
8
17+00
71
1
.
7
70
9
.
4
18+00
71
1
.
0
71
1
.
3
3
71
4
.
7
71
2
.
2
7
19+00
71
5
.
0
71
2
.
6
2
71
4
.
9
71
2
.
7
0
20+00
71
2
.
7
71
3
.
0
3
20+50
TRUCK TURN
AROUND
CONNECT TO EX. 3" FORCEMAIN
2" TAP BY FREDERICK WATER
2" BALL VALVE
STA:10+00.00
APPROX. INV. ELEV:720.07
RI
M
7
1
5
.
2
4
PS
1
-
P
U
M
P
S
T
A
T
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(
P
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0
0
(
C
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)
IN
V
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7
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0
.
4
7
48" MIN.
COVER REQ.
FCPS
F
O
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C
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D
S
A
N
S
W
R
L
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T
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2
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2
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0
.
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6
3" TEE - STA. 10+00
2"X3" REDUCER
2" C.V.
2" G.V.
BA
L
L
V
A
L
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E
-
S
T
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.
1
0
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0
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.
1
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BA
L
L
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A
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E
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S
T
A
.
1
2
+
7
7
.
1
5
PROP. STORM - 15" HDPE
STA. 19+58.57 - INV. 705.42
PROP. STORM - 30" HDPE
STA. 19+49.48 - INV. 704.16
34" CLEAR
EX. 4" GAS MAIN (APPROX.)
STA. 10+11.56
EX. 4" GAS MAIN (APPROX.)
STA. 10+35.89
18" MIN.
CLEAR REQ.
EX. STORM DRAIN AND MH BEYOND
84' OF 12"
STEEL CASING PIPE - OPEN CUT
VDOT OPEN CUT ROAD CROSSING
SEE FREDERICK WATER DETAILS,
SHEET CS5501
2" GAS MAIN BY OTHERS
STA. 13+71.66
18" MIN.
CLEAR REQ.
PROP. WATER - 12" DIP
STA. 13+50.48
20' OF 4"
SCH-80 PVC SLEEVE
GAS
M
E
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R
RELOCATED POWER POLE
(2) RELOCATED POWER
POLES
1 - 4" PVC SCH. 80 CONDUIT (COMCAST)
1 - 4" PVC SCH. 80 CONDUIT (VERIZON)
PROVIDE PULL BOXES EVERY 400'
2-6"
P
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2-6" PVC SCH.80
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PROVIDE 42" MIN. COVER
2-4" 4
0
L
F
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P
V
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.
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12" DIP
C
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12" DIP CL-52 WATERLINE - A
20' FRE
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0
0
2
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30' FREDERICK WATER ESMT.
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PIN 75-A-115
CEDAR MEADOWS HOMEOWNERS ASSOC. INC
C/O CLAGETT MANAGEMENT, WV / VA LLC
ZONE: RP
L
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4
INGRESS-EGRESS,
SANITARY SEWER,
WATER AND UTILITY
ESMT.
INST. 090003302
FCPS
F
O
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S
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17+0
0
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0
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0
0
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9
PS1
CONNECT TO EX. 3" F.M.
2" TAP BY FREDERICK WATER
2" BALL VALVE
A.R.
V
.
2" BALL VALVE
(MATCH TRAIL PVMT. ELEV.)
END FW SAN. FM
BEGIN FCPS FSL
C.O.
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF29 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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APPROVED PERMIT DRAWINGS
FR
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10-1-2019
47
1
W
H
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O
A
K
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D
|
WH
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P
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P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
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F
SSIONA L E N G I N
E
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N
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H
00 50'100'
10" MIN.
CLEAR REQ.
6" MIN. CLEAR
18" MIN.
CLEAR REQ.
SSWR LAT 1
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
690
700
710
720
730
690
700
710
720
730
SSWR LAT 2
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
690
700
710
720
730
690
700
710
720
730
-0+50 0+00
71
1
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71
3
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8
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4
.
7
6
1+00
70
7
.
3
71
6
.
4
8
1+50
52 LF
6" SD
R
-
3
5
@ 3.99
%
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5
.
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4
PS
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50 LF
6" SD
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@ 5.3
4
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4
7
STA:1+87.57
INV. ELEV:711.50
PROP. BLDG.
FFE 716.50
PROP. STORM - 8" HDPE
STA. 1+33.54 - INV. 707.80
PROP. STORM - 15" HDPE
STA. 0+48.40 - INV. 705.67
PROP. WATER - 12" DIP
STA. 0+21.75
PROP. WATER - 8" DIP
STA. 1+25.44
EXISTING
GRADE
FINISHED GRADE
EXISTING GRADE
FINISHED GRADE
STA:1+00.94
INV. ELEV:711.50
PROP. BLDG.
FFE 716.50
PROP. WATER - 12" DIP
STA. 0+15.39
PROP. STORM - 12" SDR-35
STA. 0+77.87 - INV. 709.25
11 LF
6" SDR-35
@ 1.00%
18" MIN.
CLEAR REQ.
30" CLEAR
PROP. STORM - 15" HDPE
STA. 0+58.61 - INV. 706.06
18" MIN.
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18" MIN. CLEAR
WITH A FULL JOINT OF
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AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF30 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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47
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WATERLINE A
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VERTICAL SCALE: 1" = 5'
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12" DIP CL-52 WATER LINE
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EX. 8" DIP CL-52
WATER LINE
WET TAP ONLY BY
FREDERICK WATER
18" MIN. CLEAR
48" MIN.
COVER
REQUIRED
FINISHED GRADE
EXISTING GRADE
18" MIN. CLEAR 6" MIN.
CONC ARCH
REQ.
48" MIN.
COVER REQ.
WHITE OAK ROAD
RTE-636
84' OF 24" STL
CASING PIPE - OPEN CUT
VDOT OPEN CUT ROAD CROSSING
SEE FREDERICK WATER DETAILS,
SHEET CS5501
12
"
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ACCESS DRIVE TO
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4
EX. STORM - 30" HDPE
STA. 0+46.59 - INV. 716.80
EX. STORM - 30" HDPE
STA. 0+92.39 - INV. 716.64
PROP. 2" FSL -
STA. 4+18.06 - INV. 710.50
PROP. STORM - 8" HDPE
STA. 10+62.81 - INV. 707.02
PROP. STORM - 15" HDPE
STA. 11+48.28 - INV. 705.59
PROP. SANITARY - 6" SDR-35
STA. 11+79.50 - INV. 706.87
PROP. SANITARY - 6" SDR-35
STA. 11+94.16 - INV. 706.87
2" GAS MAIN BY OTHERS
STA. 10+16.46
EX. 4" GAS MAIN (APPROX.)
STA. 0+57.55
EX. 4" GAS MAIN (APPROX.)
STA. 1+05.49
TEST PITS REQUIRED
CONTRACTOR SHALL TEST PIT EX. GAS
MAINS AT WATERLINE TO VERIFY
LOCATION AND DEPTH
EX. SAN FM XING
CONTRACTOR TO VERIFY
DEPTH AND MAINTAIN
MIN. 18" CLEAR
8"
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PROP. STORM - 15" HDPE
STA. 10+43.14 - INV. 706.55
13" MIN.
CONC ARCH
REQ.
15" MIN.
CONC ARCH
REQ.
24" CLEAR
18" MIN.
CLEAR REQ.
18" MIN.
CLEAR REQ.
95% COMPACTED FILL
RESTRAINED JOINTS REQ. IN FILL
AREAS OR AS DIRECTED BY THE
FREDERICK WATER INSPECTOR.
95% COMPACTED FILL
RESTRAINED JOINTS REQ. IN FILL
AREAS OR AS DIRECTED BY THE
FREDERICK WATER INSPECTOR.
18" MIN. CLEAR REQ.
TO 4" SLEEVE
12
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3
6
CONSTRUCTION NOTES:
1.ALL CONCRETE ARCH SHALL BE CONSTRUCTED AS DIRECTED
BY FREDERICK WATER'S INSPECTOR.
2.95% COMPACTED FILL AND RESTRAINED JOINTS SHALL BE
CONSTRUCTED AS DIRECTED BY FREDERICK WATER'S
INSPECTOR.
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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
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10-1-2019
47
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3.1A
3.1B
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R14
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R11
R8.1
R7
5.1A
R5.1
R30.1
R29.1
R28.1
R20.1
R21.1
R14.1
R13.1
R9.1
R8.2
R7.1
5.1
5.2A
3.3A
5.4A
5.5
5.6
2.3
C4A
C4
C3A
C3
5.2B
5.2C
R9 R10.1
R10
R12.1
R12
R13.2
R15.1
R15
R15.2
R16.1
R17.1
R18.1
R19.1
R22.1
R23.1
R16
R22
R24.1
R25.1
R26.1
R27.1
R31.1
R6.1
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF32 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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P
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10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
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,
V
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R
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P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
N
O
R
T
H
00 50'100'
WATER SERV. LATERAL
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
700
710
720
730
700
710
720
730
FH AT BUS PARKING
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
695
700
710
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730
695
700
710
720
730
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71
3
.
6
71
1
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9
9
71
4
.
7
71
2
.
5
1
1+00
PROP. STORM - 30" HDPE
STA. 0+38.97 - INV. 700.82
FINISHED GRADE
EXISTING GRADE
FH
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0
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2
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5
2
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COVER REQ.
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71
4
.
2
71
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1
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9
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8
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3
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2
1+00
PROP. BLDG.
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45
°
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8" DIP CL-52 WATER LINE
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EXISTING GRADE
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X
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A
.
0
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18" MIN.
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48" MIN.
COVER
PRIVATE SAN SEWER
PROP. SAN.- 6" SDR-35
STA. 0+12 - INV. 710.98
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF32A 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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P
L
A
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10-1-2019
47
1
W
H
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T
E
O
A
K
R
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A
D
|
WH
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P
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,
V
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G
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SH
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W
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D
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S
T
R
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C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
00 50'100'MECHANICAL ROOM
DOMESTIC & FIRE SERVICE
NTS
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AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF33 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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D
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L
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M
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N
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P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
10.00'
ASPHALT
TRAILCG-7
PR
O
P
O
S
E
D
RI
G
H
T
-
O
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-
W
A
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18"
2" BALL VALVE
(MATCH TRAIL
PVMT. ELEV.)
2" SAN. FM
200 PSI PE CTS TUBING
IN 12" STEEL CASING PIPE
FCPS 2" FSL
200 PSI PE CTS TUBING
END FW SAN FM
BEGIN FCPS FSL
FCPS
OWNERSHIP
FW
OWNERSHIP
WHITE OAK ROAD
12" DIP CL52
WATERLINE A
12" DIP CL52
WATERLINE A IN
24" STEEL CASING PIPE
20
'
FR
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WA
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CS5501
BY
NO
.
DA
T
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RE
V
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S
I
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N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF34 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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D
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V
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L
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N
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P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
NOTE: CROSSING BY OPEN CUT
1,500 GAL. GREASE TRAP STRUCTURE DETAIL
(OR APPROVED EQUAL)
N.T.S.
22"
35"
8"
38"
36"
8"
12"
2.57'
24"22"
SSWR FM AND FSL OWNERSHIP DETAIL
N.T.S.
U:
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CS5600
BY
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.
DA
T
E
RE
V
I
S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF35 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
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N
S
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APPROVED PERMIT DRAWINGS
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L
SI
T
E
D
E
V
E
L
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N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
stone
713.50 finish grade
714.00 top
701.00 bottom
1
:
1
704.00 pump off
access door (see note 3)
1:
1
grout
714.00 top
704.50 lead
pump on
705.00 lag
pump on
705.50 high
water alarm
706.00 invert
in influent
(assumed)
conduit for
pump wiring
and floats
grouted fillet in wetwell bottom
12" minimum above floor
2" PVC drain
w/ backwater stop
lifting hoist socket
(see note 1)4" galvanized vent
w/ screened
mushroom cap
guide
rails
(see note 4)cast
coupling
steel
pipe
supports
2" force
main
Floats
18"
All stainless anchors or lead
anchors with stainless lag screws
5/16" or larger diameter.
2"x 2 1/2"x 3/16"
aluminum angle iron
Note: Excess float cord shall be bound with nylon
cable ties with nylon lock. Minimum length shall be 15".
nylon liquidtight cord
grip fitting; straight
dome or nickel plated
brass liquidtight cord
grip fitting; straight
dome jam nuts on cord
grip to be plastic,
stainless steel, or
aluminum
NOTES:
1. lifting hoist socket shall be floor mounted stainless steel for a
Halliday Products hoist model no. D1A24B or approved equal
2. pumps shall be Barnes
3. access doors (2 ea.) shall be 30" x 48" aluminum Halliday or approved equal
Products model no. S1R3048 or approved equal
4. guide rails shall be stainless steel
FLOAT SETTING BRACKET
float
setting
bracket
(see detail)
DIP
6" - 12"finish grade
finish grade
stone
12"
min.
anti-Flotation collar; minimum size 12" X 12"; precaster to
provide calculations to verfiy correct size and configuration
of steel reinforcing and concrete needed per installation.
6 ft. diameter
precast concrete
manhole with
bituminous coating
on exterior
pumps
(see note 2)
O S & Y valve
with handwheel
junction box
for pump and
float wiring
24" min.
check
valve with
outside
weighted
arm
5. lifting chain shall be 1/4" diameter electro zinc plated, grade 30 proof coil
1/4" diameter
chain
(see note 5)
PUMP STATION GENERAL NOTES
1.ALL PUMPING STATION MATERIAL EQUIPMENT AND APPURTENANCES ARE TO CONFORM TO THE FREDERICK WATER
DESIGN STANDARDS AND APPROVED BY THE DESIGN ENGINEER.
2.THE PUMPING STATION SHALL BE PRE-ENGINEERED. IT SHALL CONSIST OF A DUPLEX SUBMERSIBLE GRINDER UNIT
CAPABLE OF PROVIDING THE DISCHARGE RATE AT THE HEAD CONDITION STATED IN THESE DRAWINGS.
3.THE PUMP STATION CONTROL PANEL SHALL BE PROVIDED BY THE PUMP MANUFACTURER. CONTROLS SHALL INCLUDE
LOW VOLTAGE, SHORT CIRCUIT, AND OVERLOAD PROTECTION IN ALL PHASES. THEY SHALL ALSO PROVIDE THE
FUNCTIONS LISTED ON THE DRAWINGS.
4.THE ALARM SYSTEM SHALL MONITOR THE MAIN POWER SUPPLY, THE AUXILIARY POWER SUPPLY, FAILURE OF EACH
PUMP TO DISCHARGE, HIGH LIQUID LEVEL IN THE WET WELL, AND INCLUDE A TEST FUNCTION.
5.THE PUMP RAIL SYSTEM SHALL BE PROVIDED BY THE PUMP MANUFACTURER, COMPATIBLE WITH THE SELECTED
PUMP. THE SYSTEM SHALL INCLUDE ALL OF THE COMPONENTS NECESSARY FOR THE PROPER OPERATION. IT SHALL
INCLUDE, BUT NOT BE LIMITED TO, THE STAINLESS STEEL RAILS, BREAKAWAY FITTINGS, AND MOVEABLE FITTINGS FOR
CONNECTION OF THE PUMP.
6.EACH PUMP SHALL HAVE A RUN TIME METER WHICH WILL RECORD ACCUMULATED RUNNING TIME IN HOURS.
7.THE PUMP CONTROLS SHALL PROVIDE FOR ALTERNATING PUMP OPERATION.
8.MERCURY FLOAT SWITCHES SHALL BE USED FOR LIQUID LEVEL SENSING AND CONTROL.
9.THERE SHALL BE NO ELECTRICAL SPLICES OR BOXES INSIDE THE WET WELL.
10.TWO OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED.
NOTE: PUMP STATION AND FORCED SEWER LATERAL (FSL) TO WHITE OAK ROAD IS OWNED AND MAINTAINED BY FCPS
STR. 1 TO STR. 4.5
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
680
690
700
710
720
730
680
690
700
710
720
730
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4
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0
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15" HDPE @ 1.00%
166.69 LF 1
5
"
H
D
P
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@
1
.
8
0
%
31.
6
0
L
F
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4
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F
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6
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L
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@
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.
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7
%
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LF
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@ 1.03%
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R
.
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.
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4
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L
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P
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A
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5
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V
O
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T
7
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)
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EXISTING GRADE
31.25 LF
15" RCP CL
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@ 1.60%
SWM POND
FOREBAY
ST
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.
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2
6
(
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@
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CS6100
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF36 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
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V
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R
I
F
I
E
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B
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C
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T
H
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K
PE
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I
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A
T
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S
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C
.
11
7
E
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s
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3
APPROVED PERMIT DRAWINGS
FR
E
D
E
R
I
C
K
C
O
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T
Y
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C
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L
B
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N
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N
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ST
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B
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D
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V
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L
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N
T
P
L
A
N
10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
O
S
T
,
V
I
R
G
I
N
I
A
SH
A
W
N
E
E
D
I
S
T
R
I
C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STR. 2 TO STR. 2.3
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
690
700
710
720
690
700
710
720
-0+25 0+00
71
8
.
4
69
6
.
0
2
71
7
.
6
70
5
.
2
3
1+00
71
6
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1
70
8
.
2
7
71
5
.
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70
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6
2+00
71
3
.
5
70
9
.
8
8
70
9
.
6
71
0
.
8
8
3+00
70
6
.
4
70
4
.
2
4
70
7
.
3
70
5
.
4
8
4+00
70
9
.
2
71
0
.
4
4
71
0
.
4
70
5
.
6
7
5+00
71
0
.
3
70
4
.
6
9
5+50
ST
R
.
2
E
S
-
1
(
1
8
"
)
IN
V
6
9
6
.
0
0
(
2
.
1
)
99.48 LF
1
8
"
H
D
P
E
@
2
.
1
6
%
ST
R
.
2
.
1
(
2
4
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
)
RI
M
7
0
8
.
3
0
IN
V
I
N
6
9
8
.
6
0
(
2
.
2
)
IN
V
I
N
6
9
8
.
6
0
(
2
.
1
A
)
IN
V
O
U
T
6
9
8
.
1
5
(
2
)
186.26 LF 15" HDPE @ 0.6
5
%
ST
R
.
2
.
2
(
D
I
-
1
)
RI
M
7
0
4
.
0
0
IN
V
I
N
7
0
0
.
0
1
(
2
.
3
)
IN
V
O
U
T
6
9
9
.
8
1
(
2
.
1
)
247.16 LF 15" HDPE @ 0.6
5
%
ST
R
.
2
.
3
(
D
I
-
1
)
RI
M
7
0
4
.
0
0
IN
V
O
U
T
7
0
1
.
6
2
(
2
.
2
)
EXISTING GRADE
PROPOSED GRADE
STR. C1 TO STR. C1A (TRIPLE CULVERT)
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
705
710
720
705
710
720
0+00
70
8
.
0
70
9
.
8
71
5
.
6
5
1+00
71
0
.
2
1+50
3X - 50.85 LF 24"
R
C
P
C
L
I
I
I
@
1
.
0
4
%
ST
R
.
C
1
E
S
-
1
(
2
4
"
)
IN
V
7
0
9
.
4
7
(
C
1
A
)
ST
R
.
C
1
A
E
S
-
1
(
2
4
"
)
IN
V
7
1
0
.
0
0
(
C
1
)
FINISHED GRADE
EXISTING GRADE
RIP-RAP (CL-A1) - 1.8'
OUTLET PROTECTION
(SEE CS2100)
STR. 3.7 TO STR. 3.7A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
705
710
720
705
710
720
-0+50 0+00
71
3
.
4
71
2
.
1
5
71
3
.
2
71
2
.
9
8
1+00
71
4
.
3
71
3
.
8
5
71
4
.
9
71
4
.
0
0
2+00
ST
R
.
3
.
7
A
E
S
-
1
(
1
5
"
)
IN
V
7
1
2
.
2
5
(
3
.
7
)
FINISHED GRADE
EXISTING GRADE
150' OF
1
5
"
H
D
P
E
@
2
.
8
3
%
ST
R
.
3
.
7
(
D
I
-
1
)
RI
M
7
1
2
.
1
5
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6
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)
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M
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N
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CS6101
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF37 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
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T
I
F
I
E
D
O
F
A
N
Y
DI
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C
R
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P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
i
c
c
a
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l
l
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S
t
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Wi
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2
2
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54
0
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6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
APPROVED PERMIT DRAWINGS
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
S
C
H
O
O
L
B
O
A
R
D
10
7
N
.
K
E
N
T
S
T
R
E
E
T
WI
N
C
H
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S
T
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R
,
V
A
2
2
6
0
1
ST
O
R
M
D
R
A
I
N
P
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F
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L
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S
RO
B
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R
T
E
.
A
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L
O
R
M
I
D
D
L
E
S
C
H
O
O
L
SI
T
E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
O
S
T
,
V
I
R
G
I
N
I
A
SH
A
W
N
E
E
D
I
S
T
R
I
C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STR. 3 TO STR. 3.3
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
690
700
710
720
690
700
710
720
-0+50 0+00
71
8
.
2
69
6
.
0
0
71
9
.
3
70
3
.
7
5
1+00
71
9
.
5
71
0
.
9
4
71
8
.
7
71
1
.
4
6
2+00
71
7
.
4
71
1
.
9
7
71
5
.
0
71
2
.
4
5
3+00
71
2
.
8
71
2
.
6
5
71
4
.
2
71
2
.
7
7
4+00
71
6
.
2
71
1
.
8
8
71
6
.
7
71
0
.
3
0
5+00
71
6
.
9
70
7
.
4
6
5+50
71
5
.
3
70
9
.
0
3
ST
R
.
3
E
S
-
1
(
3
0
"
)
IN
V
6
9
8
.
3
8
(
3
.
1
)
199.53 LF 30" HDPE @ 0.62%
159.60 LF 30" HDPE @ 0.60%
130.02 LF 30" HDPE @ 0.58%
EXISTING GRADE
PROPOSED GRADE
PROP. WATER - 12" DIP
STA. 4+54.28
PROP. WATER - 6" DIP
STA. 3+63.53
45" CLEAR
18" CLEAR
18" MIN. REQ.
ST
R
.
3
.
1
(
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N
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CS6102
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF38 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
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V
E
R
I
F
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.
11
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s
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6
5
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9
3
APPROVED PERMIT DRAWINGS
FR
E
D
E
R
I
C
K
C
O
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N
T
Y
S
C
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O
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L
B
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A
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M
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D
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SI
T
E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
O
S
T
,
V
I
R
G
I
N
I
A
SH
A
W
N
E
E
D
I
S
T
R
I
C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STR. 3.3 TO STR. 3.8
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
690
700
710
720
690
700
710
720
4+50
71
6
.
7
71
0
.
3
0
5+00
71
6
.
9
70
7
.
4
6
71
5
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3
70
9
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0
3
6+00
71
1
.
7
71
0
.
4
7
70
6
.
5
70
8
.
4
9
7+00
70
2
.
8
71
2
.
3
5
70
2
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9
71
4
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1
3
8+00
70
3
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1
71
4
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0
1
70
4
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0
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8
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8
8
9+00
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4
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4
4
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71
5
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1
5
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7
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3
71
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6
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4
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3
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9
3
11+00
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1
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2
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4
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6
4
71
3
.
9
71
2
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2
7
12+00
71
4
.
0
71
3
.
6
8
71
5
.
2
71
1
.
5
0
13+00
EXISTING GRADE
PROPOSED GRADE
148.03 LF 30" HDPE @ 0.49%
137.27 LF 30" HDPE @ 0.6
8
%
ST
R
.
3
.
4
(
D
I
-
1
)
RI
M
7
0
8
.
2
5
IN
V
I
N
7
0
2
.
8
4
(
3
.
5
)
IN
V
O
U
T
7
0
2
.
6
4
(
3
.
3
)
ST
R
.
3
.
7
(
D
I
-
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)
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M
7
1
2
.
1
5
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7
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6
.
8
6
(
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8
)
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7
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0
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(
3
.
7
A
)
IN
V
O
U
T
7
0
6
.
3
6
(
3
.
6
)
107.29 LF 24" HDPE @ 0.50%
135.55 LF 24" HDPE @ 0.61%
113.89 LF 18" HDPE @
0
.
7
8
%
ST
R
.
3
.
5
(
4
8
"
M
H
-
1
)
RI
M
7
1
4
.
1
0
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V
I
N
7
0
4
.
2
8
(
3
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5
A
A
)
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3
(
3
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A
)
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3
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7
8
(
3
.
4
)
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R
.
3
.
6
(
D
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-
1
)
RI
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7
1
1
.
5
0
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V
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N
7
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5
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.
7
)
IN
V
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T
7
0
5
.
5
3
(
3
.
5
A
A
)
PROP. WATER - 12" DIP
STA. 6+97.36
39" CLEAR
35" CLEAR
18' MIN. REQ.
24" HDPE @ 0.50%
ST
R
.
3
.
5
A
A
(
D
I
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PROP. WATER - 12" DIP
STA. 8+36.27
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:
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G
N
D
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V
E
L
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P
M
E
N
T
CS6103
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF39 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
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V
E
R
I
F
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B
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F
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P
R
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C
E
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D
I
N
G
W
I
T
H
W
O
R
K
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
11
7
E
a
s
t
P
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a
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l
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54
0
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6
6
7
.
2
1
3
9
F
54
0
.
6
6
5
.
0
4
9
3
APPROVED PERMIT DRAWINGS
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
S
C
H
O
O
L
B
O
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D
10
7
N
.
K
E
N
T
S
T
R
E
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T
WI
N
C
H
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S
T
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R
,
V
A
2
2
6
0
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ST
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M
D
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P
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RO
B
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R
T
E
.
A
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L
O
R
M
I
D
D
L
E
S
C
H
O
O
L
SI
T
E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
O
S
T
,
V
I
R
G
I
N
I
A
SH
A
W
N
E
E
D
I
S
T
R
I
C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STR. 3.1 TO STR. 3.1D
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
720
695
700
710
720
-0+50 0+00
71
7
.
7
71
1
.
7
5
71
8
.
6
71
3
.
1
4
1+00
71
8
.
9
71
4
.
5
9
71
7
.
6
71
4
.
8
8
2+00
71
6
.
1
71
4
.
9
5
71
5
.
3
71
5
.
1
7
3+00
ST
R
.
3
.
1
B
(
2
4
"
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Y
L
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L
A
S
T
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N
L
E
T
)
RI
M
7
1
4
.
5
0
IN
V
I
N
7
0
9
.
0
6
(
3
.
1
C
)
IN
V
I
N
7
0
9
.
5
6
(
R
1
8
.
1
)
IN
V
O
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T
7
0
8
.
8
6
(
3
.
1
A
)
ST
R
.
3
.
1
A
(
2
4
"
N
Y
L
O
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L
A
S
T
I
N
L
E
T
)
RI
M
7
1
5
.
0
0
IN
V
I
N
7
0
8
.
3
5
(
3
.
1
B
)
IN
V
I
N
7
0
9
.
1
0
(
R
1
7
.
1
A
)
IN
V
I
N
7
0
8
.
8
5
(
R
2
1
.
1
)
IN
V
O
U
T
7
0
8
.
1
5
(
R
1
6
)
29.52
L
F
15"
H
D
P
E
@
5
.
2
2
%
ST
R
.
3
.
1
(
4
8
"
M
H
)
RI
M
7
1
1
.
7
5
IN
V
I
N
6
9
9
.
5
4
(
3
.
2
)
IN
V
I
N
7
0
0
.
7
9
(
R
1
6
)
IN
V
O
U
T
6
9
9
.
3
4
(
3
)
49.57 LF 15" HDPE
@
1
.
0
1
%
ST
R
.
3
.
1
C
(
2
4
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
)
RI
M
7
1
4
.
8
0
IN
V
I
N
7
1
0
.
0
6
(
R
2
0
.
1
)
IN
V
I
N
7
0
9
.
8
1
(
3
.
1
D
)
IN
V
O
U
T
7
0
9
.
5
6
(
3
.
1
B
)
FINISHED GRADE
EXISTING GRADE
106.5
3
L
F
1
8
"
H
D
P
E
@
5
.
2
3
%
51.27 LF
15" HDPE
@ 0.99%
ST
R
.
R
1
6
(
2
4
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
)
RI
M
7
1
4
.
7
5
IN
V
I
N
7
0
6
.
6
1
(
3
.
1
A
)
IN
V
I
N
7
0
7
.
3
6
(
R
1
6
.
1
)
IN
V
I
N
7
0
7
.
3
6
(
R
2
2
)
IN
V
O
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T
7
0
6
.
3
6
(
3
.
1
)
ST
R
.
3
.
1
D
(
2
4
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
)
RI
M
7
1
4
.
8
0
IN
V
I
N
7
1
0
.
3
6
(
R
1
9
.
1
)
IN
V
O
U
T
7
1
0
.
1
1
(
3
.
1
C
)
29.54 LF
12" HDPE
@ 1.02%
STR 3.5 TO STR. R8.1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
70
2
.
9
71
4
.
1
0
70
7
.
0
71
3
.
9
3
1+00
71
2
.
4
71
6
.
3
3
71
6
.
2
71
4
.
1
1
2+00
71
9
.
1
71
6
.
0
0
72
0
.
1
71
5
.
2
6
3+00
71
9
.
6
71
4
.
7
9
4+00
FINISHED GRADE
EXISTING GRADE
31.64 LF
15" HDPE
@ 0.82%
ST
R
.
3
.
5
A
(
2
4
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
)
RI
M
7
1
4
.
0
0
IN
V
I
N
7
0
7
.
9
2
(
R
1
0
)
IN
V
O
U
T
7
0
7
.
7
2
(
3
.
5
)
145.10 LF
1
5
"
H
D
P
E
@
1
.
8
5
%
ST
R
.
R
1
0
(
1
8
"
N
Y
L
O
P
L
A
S
T
C
/
O
)
RI
M
7
1
6
.
0
0
IN
V
I
N
7
0
8
.
5
0
(
R
9
)
IN
V
I
N
7
0
9
.
2
5
(
R
1
0
A
)
IN
V
O
U
T
7
0
8
.
5
0
(
3
.
5
A
)
58.11 LF 15" HDPE @ 0.67
%
53.41 LF 15" HDP
E
@
1
.
0
9
%
ST
R
.
3
.
5
(
4
8
"
M
H
-
1
)
RI
M
7
1
4
.
1
0
IN
V
I
N
7
0
4
.
2
8
(
3
.
5
A
A
)
IN
V
I
N
7
0
5
.
0
3
(
3
.
5
A
)
IN
V
O
U
T
7
0
3
.
7
8
(
3
.
4
)
ST
R
.
R
9
(
1
8
"
N
Y
L
O
P
L
A
S
T
C
/
O
)
RI
M
7
1
5
.
0
0
IN
V
I
N
7
0
8
.
8
9
(
3
.
5
B
)
IN
V
I
N
7
0
9
.
3
9
(
R
9
.
1
)
IN
V
O
U
T
7
0
8
.
8
9
(
R
1
0
)
ST
R
.
3
.
5
B
(
2
4
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
)
RI
M
7
1
4
.
5
0
IN
V
I
N
7
0
9
.
6
5
(
R
8
)
IN
V
O
U
T
7
0
9
.
1
5
(
R
9
)
40.41 LF
10" HDPE
@
2
.
0
0
%
16.21 LF
10" HDPE
@ 1.97%
ST
R
.
R
8
(
1
2
"
N
Y
L
O
P
L
A
S
T
C
/
O
)
RI
M
7
1
5
.
6
0
IN
V
I
N
7
1
0
.
4
6
(
R
8
.
1
)
IN
V
O
U
T
7
1
0
.
4
6
(
3
.
5
B
)
ST
R
.
R
8
.
1
(
1
2
"
N
Y
L
O
P
L
A
S
T
C
/
O
)
RI
M
7
1
5
.
8
8
IN
V
I
N
7
1
1
.
1
9
(
R
8
.
2
)
IN
V
O
U
T
7
1
0
.
7
8
(
R
8
)
STR. 3.3 TO STR. 3.3A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
720
695
700
710
720
-0+50 0+00
71
7
.
0
70
7
.
0
0
70
9
.
6
5
1+00
ST
R
.
3
.
3
(
D
I
-
7
W
I
T
H
G
R
A
T
E
A
T
Y
P
E
3
)
RI
M
7
0
7
.
0
0
IN
V
I
N
7
0
1
.
9
2
(
3
.
4
)
IN
V
I
N
7
0
2
.
9
7
(
3
.
3
A
)
IN
V
O
U
T
7
0
1
.
7
2
(
3
.
2
)
42.95 LF
15" HDPE
@
2
.
1
2
%
ST
R
.
3
.
3
A
(
D
I
-
1
)
RI
M
7
0
8
.
0
0
IN
V
O
U
T
7
0
3
.
8
8
(
3
.
3
)
FINISHED GRADE
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CS6104
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF40 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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10-1-2019
47
1
W
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A
K
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A
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|
WH
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No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
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FOH
R
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A
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N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STR. 4.1 TO STR. 4.1C
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
71
9
.
4
71
1
.
0
0
71
9
.
1
71
1
.
0
0
1+00
71
7
.
5
71
1
.
0
0
71
6
.
7
71
1
.
3
2
2+00
71
6
.
4
71
2
.
5
5
71
5
.
7
71
3
.
7
8
3+00
71
4
.
1
71
5
.
2
6
71
0
.
5
71
5
.
9
1
4+00
70
8
.
9
71
5
.
3
6
5+00
ST
R
.
4
.
1
B
(
2
4
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
)
RI
M
7
1
4
.
9
5
IN
V
I
N
7
0
9
.
0
9
(
R
3
4
)
IN
V
I
N
7
0
8
.
8
4
(
4
.
1
B
1
)
IN
V
O
U
T
7
0
8
.
6
4
(
4
.
1
A
)
ST
R
.
4
.
1
A
(
D
I
-
3
B
(
8
'
L
T
)
)
RI
M
7
1
1
.
0
0
IN
V
I
N
7
0
5
.
3
5
(
4
.
1
B
)
IN
V
O
U
T
7
0
5
.
1
5
(
4
.
1
)
ST
R
.
4
.
1
(
D
I
-
3
B
(
8
'
L
T
)
)
RI
M
7
1
1
.
0
0
IN
V
I
N
7
0
3
.
9
5
(
4
.
1
A
)
IN
V
I
N
7
0
6
.
0
0
(
4
.
2
)
IN
V
O
U
T
7
0
3
.
0
0
(
4
)
119.76 LF 15" HDP
E
@
1
.
0
0
%
FINISHED GRADE
EXISTING GRADE
ST
R
.
4
.
1
B
1
(
2
4
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
)
RI
M
7
1
5
.
9
0
IN
V
I
N
7
1
0
.
5
2
(
R
3
2
.
1
)
IN
V
I
N
7
0
9
.
7
7
(
4
.
1
B
2
)
IN
V
O
U
T
7
0
9
.
5
7
(
4
.
1
B
)
ST
R
.
4
.
1
C
(
2
4
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
)
RI
M
7
1
5
.
0
0
IN
V
I
N
7
1
1
.
4
9
(
R
3
1
.
1
)
IN
V
O
U
T
7
1
1
.
2
4
(
R
3
0
)
160' OF 1
5
"
H
D
P
E
@
2
.
0
5
%
73.05 LF 15" HDPE
@
1
.
0
0
%
ST
R
.
4
.
1
B
2
(
2
4
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
)
RI
M
7
1
4
.
9
0
IN
V
I
N
7
1
0
.
7
5
(
R
2
9
.
1
)
IN
V
I
N
7
1
0
.
5
0
(
R
3
0
)
IN
V
O
U
T
7
1
0
.
0
5
(
4
.
1
B
1
)
30.06 LF
15" HDPE
@ 0.93%
11.60 LF
12" HDPE
@ 1.03%
ST
R
.
R
3
0
(
1
8
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
)
RI
M
7
1
5
.
3
0
IN
V
I
N
7
1
0
.
8
2
(
4
.
1
C
)
IN
V
I
N
7
1
1
.
3
2
(
R
3
0
.
1
)
IN
V
O
U
T
7
1
0
.
6
2
(
4
.
1
B
2
)
42.38 LF
12" HDPE
@ 0.99%
FINISHED GRADE
EXISTING GRADE
STR. 5 TO STR. 5.6
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
70
7
.
5
70
2
.
9
6
71
2
.
9
71
1
.
9
2
1+00
71
5
.
0
71
3
.
2
4
71
4
.
8
71
4
.
2
7
2+00
71
4
.
8
71
4
.
8
5
71
4
.
7
71
5
.
1
1
3+00
71
4
.
7
71
3
.
5
6
71
5
.
6
71
3
.
8
4
4+00
71
6
.
0
71
2
.
5
5
71
5
.
2
71
2
.
1
5
5+00
71
3
.
2
71
2
.
7
2
71
1
.
3
71
2
.
4
6
6+00
71
1
.
8
71
2
.
5
7
6+50
ST
R
.
5
.
6
(
D
I
-
1
)
RI
M
7
1
2
.
4
5
IN
V
O
U
T
7
0
9
.
1
1
(
5
.
5
)
68.29 LF 15" HDPE @ 0.55%
ST
R
.
5
.
5
(
D
I
-
1
)
RI
M
7
1
2
.
4
5
IN
V
I
N
7
0
8
.
7
3
(
5
.
6
)
IN
V
O
U
T
7
0
8
.
5
3
(
5
.
4
)
124.00 LF 15" HDPE @ 0.55%
102.24 LF 24" HDPE @ 0.55%
ST
R
.
5
.
3
(
D
I
-
3
C
(
8
'
)
)
RI
M
7
1
3
.
5
0
IN
V
I
N
7
0
6
.
5
9
(
5
.
4
)
IN
V
O
U
T
7
0
6
.
5
9
(
5
.
2
D
)
33.76 LF
24" HDPE
@ 0.55%
ST
R
.
5
.
2
(
D
I
-
7
W
I
T
H
G
R
A
T
E
A
T
Y
P
E
3
)
RI
M
7
1
3
.
4
0
IN
V
I
N
7
0
5
.
3
1
(
5
.
2
C
)
IN
V
I
N
7
0
6
.
0
6
(
5
.
2
A
)
IN
V
I
N
7
0
6
.
0
6
(
R
7
)
IN
V
O
U
T
7
0
4
.
6
1
(
5
.
1
)
88.35 LF 30" HDPE @ 0.55%
69.29 LF 30" HDPE @ 0.61%
ST
R
.
5
E
S
-
1
(
3
0
"
)
IN
V
7
0
3
.
5
0
(
5
.
1
)
PROP. 2" FSL -
STA. 0+83.59 - INV. 709.52
32" CLEAR
68.32 LF 24" HDPE @ 0.55%
55.62 LF 24" HDPE @ 0.55%
ST
R
.
5
.
2
C
(
4
8
"
M
H
-
1
)
RI
M
7
1
5
.
6
5
IN
V
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N
7
0
6
.
3
9
(
5
.
2
B
)
IN
V
I
N
7
0
5
.
8
9
(
5
.
2
D
)
IN
V
O
U
T
7
0
5
.
6
9
(
5
.
2
)
ST
R
.
5
.
2
D
(
D
I
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3
C
(
8
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)
RI
M
7
1
3
.
4
0
IN
V
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N
7
0
6
.
4
0
(
5
.
3
)
IN
V
O
U
T
7
0
6
.
2
0
(
5
.
2
C
)
ST
R
.
5
.
1
(
4
8
"
M
H
-
1
)
RI
M
7
1
3
.
4
1
IN
V
I
N
7
0
5
.
3
7
(
5
.
1
A
)
IN
V
I
N
7
0
4
.
1
2
(
5
.
2
)
IN
V
O
U
T
7
0
3
.
9
2
(
5
)
PROP. WATER - 12" DIP
STA. 3+01.99
6" CLEAR - CONC. ARCH REQ.
ST
R
.
5
.
4
(
D
I
-
1
)
RI
M
7
1
1
.
7
0
IN
V
I
N
7
0
8
.
1
0
(
5
.
4
A
)
IN
V
I
N
7
0
7
.
8
5
(
5
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5
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IN
V
O
U
T
7
0
7
.
1
5
(
5
.
3
)
FINISHED GRADE
STRM 5.2 TO 5.2A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
71
4
.
4
71
3
.
4
0
71
1
.
1
71
3
.
0
5
1+00
61.9
4
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F
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H
D
P
E
@
6
.
5
2
%
ST
R
.
5
.
2
A
(
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A
L
V
.
A
C
O
T
R
E
N
C
H
D
R
A
I
N
)
RI
M
7
1
2
.
7
7
IN
V
O
U
T
7
1
0
.
1
0
(
5
.
2
)
EXISTING GRADE
PROP. WATER - 12" DIP
STA. 0+14.71
PROP. SANITARY - 6" SDR-35
STA. 0+26.71 - INV. 711.06
DOCK
ELEV. =
716.48
ST
R
.
5
.
2
(
D
I
-
7
W
I
T
H
G
R
A
T
E
A
T
Y
P
E
3
)
RI
M
7
1
3
.
4
0
IN
V
I
N
7
0
5
.
3
1
(
5
.
2
C
)
IN
V
I
N
7
0
6
.
0
6
(
5
.
2
A
)
IN
V
I
N
7
0
6
.
0
6
(
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7
)
IN
V
O
U
T
7
0
4
.
6
1
(
5
.
1
)
15" CLEAR
STR. 5.4 TO 5.4A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
71
6
.
1
71
6
.
0
7
1+00
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15" HDPE @ 0.59%
ST
R
.
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.
4
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I
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1
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RI
M
7
1
1
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7
0
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7
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8
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0
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4
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V
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7
0
7
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8
5
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5
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7
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5
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5
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ST
R
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5
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4
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RI
M
7
1
2
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2
5
IN
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7
0
8
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3
8
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5
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4
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EXISTING GRADE
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CS6105
BY
NO
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF41 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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10-1-2019
47
1
W
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K
R
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A
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|
WH
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P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
R
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A
I
N
I
R
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F
F
SSIONA L E N G I N
E
EE
R
FINISHED GRADE
EXISTING GRADE
STRM 5.1 TO 5.1A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
71
4
.
7
71
3
.
4
1
71
2
.
4
71
4
.
0
7
1+00
ST
R
.
5
.
1
(
4
8
"
M
H
-
1
)
RI
M
7
1
3
.
4
1
IN
V
I
N
7
0
5
.
3
7
(
5
.
1
A
)
IN
V
I
N
7
0
4
.
1
2
(
5
.
2
)
IN
V
O
U
T
7
0
3
.
9
2
(
5
)
79.05 LF 15" HDPE @ 0.67%
PROP. WATER - 12" DIP
STA. 0+32.80
PROP. 2" FSL -
STA. 0+07.21 - INV. 709.59
ST
R
.
5
.
1
A
(
3
0
"
N
Y
L
O
P
L
A
S
T
J
U
N
C
T
I
O
N
)
RI
M
7
1
5
.
8
0
IN
V
I
N
7
0
5
.
9
0
(
R
4
)
IN
V
I
N
7
0
6
.
1
5
(
R
5
.
1
)
IN
V
I
N
7
0
6
.
6
5
(
R
6
.
1
)
IN
V
O
U
T
7
0
5
.
9
0
(
5
.
1
)
34" CLEAR
23" CLEAR
STR. 6 TO 6.1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
695
700
710
-0+50 0+00
69
9
.
3
70
0
.
2
70
6
.
8
7
1+00
ST
R
.
6
.
1
(
D
I
-
1
)
RI
M
7
0
3
.
0
0
IN
V
O
U
T
7
0
0
.
6
0
(
6
)
60.48 LF 15" HDPE
@
1
.
0
0
%
ST
R
.
6
E
S
-
1
(
1
5
"
)
IN
V
7
0
0
.
0
0
(
6
.
1
)
FINISHED GRADE
EXISTING GRADE
STR. 7 TO EXC1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
705
710
720
730
705
710
720
730
-0+50 0+00
71
1
.
2
71
2
.
9
71
8
.
6
9
1+00 1+50
34.84 LF
24" HDPE
@ 0.75%
ST
R
.
7
E
S
-
1
(
2
4
"
)
IN
V
7
1
1
.
2
0
(
7
.
1
)
ST
R
.
7
.
1
(
D
I
-
3
C
(
1
6
'
)
)
RI
M
7
1
8
.
7
4
IN
V
I
N
7
1
2
.
3
6
(
7
.
1
A
)
IN
V
I
N
7
1
2
.
1
6
(
)
IN
V
O
U
T
7
1
1
.
4
6
(
7
)
18.19 LF
15" RCP CL
I
I
I
@ 1.63%
41 LF
15" RCP
@ 1.45%
FINISHED GRADE
EXISTING GRADE
ST
R
.
7
.
1
(
D
I
-
3
C
(
1
6
'
)
)
RI
M
7
1
8
.
7
4
IN
V
I
N
7
1
2
.
3
6
(
7
.
1
A
)
IN
V
I
N
7
1
2
.
1
6
(
)
IN
V
O
U
T
7
1
1
.
4
6
(
7
)
STA:0+58.26
ELEV:712.46
CONNECT AND EXTEND EX. 15" RCP
STR. 7.1A TO STR. 7.1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
705
710
720
730
705
710
720
730
-0+50 0+00
71
2
.
6
71
8
.
7
4
71
3
.
6
71
8
.
7
8
1+00
71
6
.
2
71
9
.
0
3
71
8
.
6
71
9
.
2
9
2+00
72
1
.
6
71
9
.
5
4
72
2
.
7
71
9
.
7
4
3+00
72
0
.
2
71
9
.
1
3
71
7
.
4
71
9
.
2
0
4+00
FINISHED GRADE
EXISTING GRADE
ST
R
.
7
.
1
(
D
I
-
3
C
(
1
6
'
)
)
RI
M
7
1
8
.
7
4
IN
V
I
N
7
1
2
.
3
6
(
7
.
1
A
)
IN
V
I
N
7
1
2
.
1
6
(
)
IN
V
O
U
T
7
1
1
.
4
6
(
7
)
365.98 LF 18" HDP
E
@
1
.
0
0
%
ST
R
.
7
.
1
A
(
D
I
-
3
B
(
1
2
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R
T
)
)
RI
M
7
1
9
.
8
4
IN
V
O
U
T
7
1
6
.
0
2
(
7
.
1
)
STR. 8 TO STR. X1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
705
710
720
730
705
710
720
730
-0+50 0+00
71
3
.
1
71
5
.
5
1
71
7
.
4
72
0
.
5
7
1+00
71
8
.
3
1+50
46' OF
24" HDPE
@
2
.
3
7
%
59' OF 18" RCP @ -0.31%
ST
R
.
X
1
(
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M
7
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V
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4
.
6
7
(
)
ST
R
.
8
E
S
-
1
(
2
4
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)
IN
V
7
1
3
.
0
0
(
8
.
1
)
FINISHED GRADE
EXISTING GRADE
ST
R
.
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.
1
(
4
8
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M
H
)
RI
M
7
2
0
.
5
5
IN
V
I
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7
1
4
.
8
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(
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V
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7
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(
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A
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&
L
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7
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V
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A
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T
C
H
P
V
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T
.
G
R
A
D
E
STRM 5.2C TO 5.2B1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
71
4
.
5
71
5
.
6
5
71
3
.
1
71
4
.
1
5
1+00
71
2
.
7
71
0
.
9
0
71
4
.
9
2+00
78.26 LF 18" HDP
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@
1
.
0
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%
ST
R
.
5
.
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(
D
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1
)
IN
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0
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3
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)
FINISHED GRADE
EXISTING GRADE
ST
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5
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C
(
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M
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5
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ST
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1
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I
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7
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AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF42 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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L
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10-1-2019
47
1
W
H
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T
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O
A
K
R
O
A
D
|
WH
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T
E
P
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SH
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No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
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G
FOH
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A
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N
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F
F
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STR. 2.1 TO SLOT DRAIN A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
680
690
700
710
720
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PROPOSED GRADE
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DA
T
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V
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N
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF43 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
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P
L
A
N
10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
O
S
T
,
V
I
R
G
I
N
I
A
SH
A
W
N
E
E
D
I
S
T
R
I
C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STR. 2.1 TO SLOT DRAIN B
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
690
700
710
720
730
690
700
710
720
730
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4
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8
70
9
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3
2
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SLOT DRAIN B
369.61 LF 8" PVC SCH-40 @ 0.50%
STA:4+49.73
ELEV:704.45
STRM 5.1A TO R1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
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CS6108
BY
NO
.
DA
T
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RE
V
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S
I
O
N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF44 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
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V
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B
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PE
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N
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11
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APPROVED PERMIT DRAWINGS
FR
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N
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P
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A
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10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
O
S
T
,
V
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R
G
I
N
I
A
SH
A
W
N
E
E
D
I
S
T
R
I
C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STRM 3.2 TO R11
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
720
730
695
700
710
720
730
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71
2
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F
1
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"
H
D
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@
5
.
0
6
%
62.06 LF 1
2
"
H
D
P
E
@
2
.
0
0
%
112.06 LF
1
2
"
H
D
P
E
@
2
.
0
0
%
26.94 LF
10" HDPE
@ 2.04%
55.28 LF 10
"
H
D
P
E
@
1
.
8
3
%
ST
R
.
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V
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7
0
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9
(
3
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)
12.04 LF
12" HDPE
@ 2.08%
35.84 LF 1
2
"
H
D
P
E
@ 1.95%
ST
R
.
R
1
3
A
(
1
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"
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(
R
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STRM 5.1A TO R1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
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700
710
720
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38.93 LF
10" HDP
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@
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R
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(
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@
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(
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49.57 LF 1
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D
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@
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0
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%
59.26 LF 1
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D
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@
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CS6109
BY
NO
.
DA
T
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V
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S
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N
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF44A 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
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V
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R
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N
T
P
L
A
N
10-1-2019
47
1
W
H
I
T
E
O
A
K
R
O
A
D
|
WH
I
T
E
P
O
S
T
,
V
I
R
G
I
N
I
A
SH
A
W
N
E
E
D
I
S
T
R
I
C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STRM 4.1B TO R34.2
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
730
700
710
720
730
-0+50 0+00
71
5
.
0
71
4
.
9
5
71
3
.
9
71
5
.
4
6
1+00
29.82 LF
12" SDR-35 @
1
.
3
1
%
ST
R
.
R
3
4
(
1
8
"
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Y
L
O
P
L
A
S
T
J
U
N
C
T
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N
)
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M
7
1
5
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3
8
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V
I
N
7
0
9
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7
3
(
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2
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V
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N
7
0
9
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9
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(
R
3
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V
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T
7
0
9
.
4
8
(
4
.
1
B
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R
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R
3
4
.
2
(
R
O
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F
D
R
A
I
N
)
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M
7
1
5
.
5
0
IN
V
O
U
T
7
1
0
.
3
3
(
R
3
4
)
30.10 LF
10" SDR-
3
5
@
1
.
9
9
%
FINISHED GRADE
EXISTING GRADE
ST
R
.
4
.
1
B
(
2
4
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L
O
P
L
A
S
T
J
U
N
C
T
I
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N
)
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M
7
1
4
.
9
5
IN
V
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N
7
0
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0
9
(
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3
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)
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V
I
N
7
0
8
.
8
4
(
4
.
1
B
1
)
IN
V
O
U
T
7
0
8
.
6
4
(
4
.
1
A
)
STRM R16 TO R23.1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
705
710
720
730
705
710
720
730
-0+50 0+00
71
8
.
8
71
4
.
7
5
1+00
ST
R
.
R
2
2
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1
2
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N
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L
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P
L
A
S
T
C
/
O
)
RI
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3
0
IN
V
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7
1
2
.
7
3
(
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3
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1
)
IN
V
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7
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2
.
7
3
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IN
V
O
U
T
7
1
2
.
4
0
(
R
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17.42 LF 10" SDR-35 @ 28.93%
30.21 LF
6" SDR-35 @ 1
.
1
6
%
ST
R
.
R
2
3
.
1
(
R
O
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F
D
R
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IN
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T
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3
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8
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3
6
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3
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1
)
FINISHED GRADE
EXISTING GRADE
STRM 5.2 TO R7
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
700
710
720
-0+50 0+00
71
4
.
4
71
3
.
4
0
71
3
.
2
71
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9
2
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FINISHED GRADE
EXISTING GRADE
12" CLEAR
CONC. ARCH REQ.
PROP. WATER - 12" DIP
STA. 0+24.63
STRM R15 TO R15.2
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
700
710
720
730
700
710
720
730
-0+50 0+00
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5
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6
71
4
.
4
2
1+00
ST
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L
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7
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4
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3
0
IN
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N
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.
9
7
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4
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N
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6
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4
7
(
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IN
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7
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5
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7
2
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3
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2
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4
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AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF44B 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
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P
L
A
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10-1-2019
47
1
W
H
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T
E
O
A
K
R
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A
D
|
WH
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P
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SH
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D
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R
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C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
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I
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V
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF45 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
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E
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10-1-2019
47
1
W
H
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T
E
O
A
K
R
O
A
D
|
WH
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E
P
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,
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R
G
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SH
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D
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T
R
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C
T
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
STORM SEWER DESIGN COMPUTATIONS HYDRAULIC GRADELINE COMPUTATIONS
STORM SEWER STRUCTURE TABLE - CU-STRM
ID
1
1.1
2
2.1
2.1A
2.1A1
2.1B
2.2
2.3
3
3.1
3.1A
3.1B
3.1C
3.1D
3.2
3.3
3.3A
3.4
3.5
3.5A
3.5AA
3.5B
3.6
3.7
3.7A
3.8
4
4.1
4.1A
4.1B
4.1B1
4.1B2
4.1C
4.2
4.3
4.4
4.5
5
5.1
5.1A
5.2
5.2A
5.2B
5.2B1
5.2C
5.2D
5.3
5.4
5.4A
5.5
5.6
6
6.1
7
7.1
7.1A
8
8.1
C1
C1A
C3
C3A
C4
C4A
RIM
687.67
696.00
697.97
708.30
709.50
709.14
709.14
704.00
704.00
701.18
711.75
715.00
714.50
714.80
714.80
712.68
707.00
708.00
708.25
714.10
714.00
708.30
714.50
711.50
712.15
713.69
711.50
702.17
711.00
711.00
714.95
715.90
714.90
715.00
714.75
714.70
714.65
715.25
706.30
713.41
715.80
713.40
712.77
711.00
710.65
715.65
713.40
713.50
711.70
712.25
712.45
712.45
701.44
703.00
713.44
718.74
719.84
715.50
720.55
711.97
712.50
711.97
712.50
711.97
712.50
INV IN (FROM)
684.00 (36" RCP CL III @ 3.07%) 1.1
688.50 (15" RCP CL III @ 1.60%)
696.00 (18" HDPE @ 2.16%) 2.1
698.60 (15" HDPE @ 0.65%) 2.2
698.60 (15" PVC SCH-40 @ 6.05%) 2.1A
700.61 (12" PVC SCH-40 @ 0.85%) 2.1A1
700.61 (12" PVC SCH-40 @ 2.07%) 2.1B
702.60 (8" PVC SCH-40 @ 0.50%)
702.60 (8" PVC SCH-40 @ 0.50%)
700.01 (15" HDPE @ 0.65%) 2.3
698.38 (30" HDPE @ 0.60%) 3.1
699.54 (30" HDPE @ 0.58%) 3.2
700.79 (18" HDPE @ 5.23%) R16
708.35 (15" HDPE @ 0.99%) 3.1B
709.10 (6" SDR-35 @ 7.75%) R17.1A
708.85 (10" SDR-35 @ 12.59%) R21.1
709.06 (15" HDPE @ 1.01%) 3.1C
709.56 (10" SDR-35 @ 10.40%) R18.1
710.06 (10" SDR-35 @ 6.91%) R20.1
709.81 (12" HDPE @ 1.02%) 3.1D
710.36 (10" SDR-35 @ 25.76%) R19.1
700.49 (30" HDPE @ 0.62%) 3.3
701.54 (15" HDPE @ 5.06%) R15
701.92 (30" HDPE @ 0.49%) 3.4
702.97 (15" HDPE @ 2.12%) 3.3A
702.84 (30" HDPE @ 0.68%) 3.5
704.28 (24" HDPE @ 0.50%) 3.5AA
705.03 (15" HDPE @ 1.85%) 3.5A
707.92 (15" HDPE @ 1.09%) R10
704.99 (24" HDPE @ 0.50%) 3.6
709.65 (10" HDPE @ 2.00%) R8
705.53 (24" HDPE @ 0.61%) 3.7
706.86 (18" HDPE @ 0.78%) 3.8
708.00 (15" HDPE @ 2.83%) 3.7A
699.93 (24" HDPE @ 9.72%) 4.1
703.95 (15" HDPE @ 1.00%) 4.1A
706.00 (15" HDPE @ 1.80%) 4.2
705.35 (15" HDPE @ 2.05%) 4.1B
709.09 (12" SDR-35 @ 1.31%) R34
708.84 (15" HDPE @ 1.00%) 4.1B1
710.52 (6" SDR-35 @ 20.25%) R32.1
709.77 (15" HDPE @ 0.93%) 4.1B2
710.75 (10" SDR-35 @ 14.03%) R29.1
710.50 (12" HDPE @ 1.03%) R30
711.49 (10" SDR-35 @ 5.68%) R31.1
709.20 (15" HDPE @ 0.99%) 4.3
709.95 (6" SDR-35 @ 24.24%) R24.1
709.90 (15" HDPE @ 1.00%) 4.4
710.57 (12" HDPE @ 1.00%) R26
710.82 (10" SDR-35 @ 19.07%) R28.1
710.82 (10" SDR-35 @ 8.31%) R25.1
703.50 (30" HDPE @ 0.61%) 5.1
705.37 (15" HDPE @ 0.67%) 5.1A
704.12 (30" HDPE @ 0.55%) 5.2
705.90 (15" HDPE @ 2.00%) R4
706.15 (12" SDR-35 @ 15.56%) R5.1
706.65 (6" SDR-35 @ 15.08%) R6.1
705.31 (24" HDPE @ 0.55%) 5.2C
706.06 (8" HDPE @ 6.52%) 5.2A
706.06 (15" HDPE @ 2.00%) R7
707.43 (15" HDPE @ 1.00%) 5.2B1
706.39 (18" HDPE @ 1.07%) 5.2B
705.89 (24" HDPE @ 0.55%) 5.2D
706.40 (24" HDPE @ 0.55%) 5.3
706.59 (24" HDPE @ 0.55%) 5.4
708.10 (15" HDPE @ 0.59%) 5.4A
707.85 (15" HDPE @ 0.55%) 5.5
708.73 (15" HDPE @ 0.55%) 5.6
700.00 (15" HDPE @ 1.00%) 6.1
711.20 (24" HDPE @ 0.75%) 7.1
712.36 (18" HDPE @ 1.00%) 7.1A
712.16 (15" RCP CL III @ 1.63%)
713.00 (24" HDPE @ 2.37%) 8.1
709.47 (24" RCP CL III @ 1.04%) C1A
709.47 (24" RCP CL III @ 1.04%) C3A
709.47 (24" RCP CL III @ 1.04%) C4A
INV OUT (TO)
686.75 (36" RCP CL III) 1
698.15 (18" HDPE) 2
700.16 (15" PVC SCH-40) 2.1
702.27 (12" PVC SCH-40) 2.1A
702.27 (12" PVC SCH-40) 2.1A
699.81 (15" HDPE) 2.1
701.62 (15" HDPE) 2.2
699.34 (30" HDPE) 3
708.15 (15" HDPE) R16
708.86 (15" HDPE) 3.1A
709.56 (15" HDPE) 3.1B
710.11 (12" HDPE) 3.1C
700.29 (30" HDPE) 3.1
701.72 (30" HDPE) 3.2
703.88 (15" HDPE) 3.3
702.64 (30" HDPE) 3.3
703.78 (30" HDPE) 3.4
707.72 (15" HDPE) 3.5
704.79 (24" HDPE) 3.5
709.15 (15" HDPE) R9
705.53 (24" HDPE) 3.5AA
706.36 (24" HDPE) 3.6
712.25 (15" HDPE) 3.7
707.75 (18" HDPE) 3.7
703.00 (24" HDPE) 4
705.15 (15" HDPE) 4.1
708.64 (15" HDPE) 4.1A
709.57 (15" HDPE) 4.1B
710.05 (15" HDPE) 4.1B1
711.24 (12" HDPE) R30
709.00 (15" HDPE) 4.1
709.70 (15" HDPE) 4.2
710.32 (15" HDPE) 4.3
711.31 (12" HDPE) R26
703.92 (30" HDPE) 5
705.90 (15" HDPE) 5.1
704.61 (30" HDPE) 5.1
710.10 (8" HDPE) 5.2
707.23 (18" HDPE) 5.2C
708.15 (15" HDPE) 5.2B
705.69 (24" HDPE) 5.2
706.20 (24" HDPE) 5.2C
706.59 (24" HDPE) 5.2D
707.15 (24" HDPE) 5.3
708.38 (15" HDPE) 5.4
708.53 (15" HDPE) 5.4
709.11 (15" HDPE) 5.5
700.60 (15" HDPE) 6
711.46 (24" HDPE) 7
716.02 (18" HDPE) 7.1
714.08 (24" HDPE) 8
714.08 (18" RCP CL III)
710.00 (24" RCP CL III) C1
710.00 (24" RCP CL III) C3
710.00 (24" RCP CL III) C4
TYPE
ES-1 (36")
48" DIA. RCP RISER
ES-1 (18")
24" NYLOPLAST JUNCTION
18' NYLOPLAST JUNCTION
24" NYLOPLAST JUNCTION
24" NYLOPLAST JUNCTION
DI-1
DI-1
ES-1 (30")
48" MH
24" NYLOPLAST INLET
24" NYLOPLAST INLET
24" NYLOPLAST INLET
24" NYLOPLAST INLET
6' DIA. MH-2
DI-7 WITH GRATE A TYPE 3
DI-1
DI-1
48" MH-1
24" NYLOPLAST INLET
DI-1
24" NYLOPLAST INLET
DI-1
DI-1
ES-1 (15")
DI-1
ES-1 (24")
DI-3B (8' LT)
DI-3B (8' LT)
24" NYLOPLAST JUNCTION
24" NYLOPLAST JUNCTION
24" NYLOPLAST INLET
24" NYLOPLAST INLET
24" NYLOPLAST JUNCTION
24" NYLOPLAST INLET
24" NYLOPLAST INLET
24" NYLOPLAST INLET
ES-1 (30")
48" MH-1
30" NYLOPLAST JUNCTION
DI-7 WITH GRATE A TYPE 3
GALV. ACO TRENCH DRAIN
DI-1
DI-1
48" MH-1
DI-3C (8')
DI-3C (8')
DI-1
DI-1
DI-1
DI-1
ES-1 (15")
DI-1
ES-1 (24")
DI-3C (16')
DI-3B (12' RT)
ES-1 (24")
48" MH
ES-1 (24")
ES-1 (24")
ES-1 (24")
ES-1 (24")
ES-1 (24")
ES-1 (24")
STORM SEWER STRUCTURE TABLE - CU-STRM
ID
R1
R1.1
R2
R2.1
R3
R3.1
R4
R4.1
R5.1
R6.1
R7
R7.1
R8
R8.1
R8.2
R9
R9.1
R10
R10.1
R10A
R11
R11.1
R12
R12.1
R12A
R13
R13.1
R13.2
R13A
R14
R14.1
R15
R15.1
R15.2
R15A
R16
R16.1
R17.1
R17.1A
R18.1
R19.1
R20.1
R21.1
R22
R22.1
R23.1
R24.1
R25.1
R26
R26.1
R27.1
R28.1
R29.1
R30
R30.1
R31.1
R32.1
R34
R34.1
R34.2
RIM
715.05
714.90
715.85
716.47
715.60
716.49
715.60
716.48
716.50
716.50
715.70
716.50
715.60
715.88
716.50
715.00
716.50
716.00
716.50
716.30
715.86
716.50
715.40
716.50
716.00
715.60
716.50
716.50
715.60
715.60
716.50
714.30
714.64
715.50
715.10
714.75
714.57
716.47
715.77
716.50
716.50
716.50
716.48
715.30
714.58
715.50
714.63
716.50
716.00
716.50
716.50
716.48
716.50
715.30
716.47
716.50
716.49
715.38
714.39
715.50
INV IN (FROM)
710.45 (6" SDR-35 @ 57.60%) R1.1
709.42 (10" HDPE @ 2.00%) R1
709.67 (6" SDR-35 @ 13.22%) R2.1
708.58 (10" HDPE @ 2.01%) R2
708.83 (6" SDR-35 @ 22.18%) R3.1
707.34 (12" HDPE @ 2.00%) R3
707.51 (10" SDR-35 @ 28.78%) R4.1
708.10 (10" SDR-35 @ 64.37%) R7.1
710.46 (10" HDPE @ 1.97%) R8.1
711.19 (10" SDR-35 @ 22.30%) R8.2
708.89 (15" HDPE @ 0.82%) 3.5B
709.39 (10" SDR-35 @ 22.81%) R9.1
708.50 (15" HDPE @ 0.67%) R9
709.25 (6" SDR-35 @ 14.73%) R10A
711.54 (6" SDR-35 @ 13.12%) R10.1
713.35 (6" SDR-35 @ 2.00%) R11.1
712.00 (10" HDPE @ 1.83%) R11
711.25 (10" SDR-35 @ 11.16%) R12.1
711.25 (10" HDPE @ 2.04%) R12
709.85 (12" HDPE @ 2.08%) R13A
710.02 (10" SDR-35 @ 18.23%) R13.2
710.85 (10" SDR-35 @ 16.56%) R13.1
710.30 (12" HDPE @ 1.95%) R12A
707.41 (12" HDPE @ 2.00%) R13
707.46 (10" SDR-35 @ 31.65%) R14.1
705.97 (12" HDPE @ 2.00%) R14
706.47 (6" SDR-35 @ 26.30%) R15A
711.25 (6" SDR-35 @ 7.34%) R15.2
711.25 (6" SDR-35 @ 24.56%) R15.1
706.61 (15" HDPE @ 5.22%) 3.1A
707.36 (6" SDR-35 @ 22.94%) R16.1
707.36 (10" SDR-35 @ 28.93%) R22
712.14 (6" SDR-35 @ 7.31%) R17.1
712.73 (6" SDR-35 @ 1.16%) R23.1
712.73 (6" SDR-35 @ 9.22%) R22.1
711.17 (12" HDPE @ 1.03%) 4.5
711.42 (10" SDR-35 @ 10.58%) R26.1
711.42 (10" SDR-35 @ 6.38%) R27.1
710.82 (12" HDPE @ 0.99%) 4.1C
711.32 (6" SDR-35 @ 4.89%) R30.1
709.73 (10" SDR-35 @ 1.99%) R34.2
709.98 (6" SDR-35 @ 41.58%) R34.1
INV OUT (TO)
710.20 (10" HDPE) R2
713.33 (6" SDR-35) R1
709.42 (10" HDPE) R3
713.33 (6" SDR-35) R2
708.33 (12" HDPE) R4
713.50 (6" SDR-35) R3
707.09 (15" HDPE) 5.1A
713.50 (10" SDR-35) R4
713.17 (12" SDR-35) 5.1A
713.33 (6" SDR-35) 5.1A
707.60 (15" HDPE) 5.2
713.25 (10" SDR-35) R7
710.46 (10" HDPE) 3.5B
710.78 (10" HDPE) R8
713.42 (10" SDR-35) R8.1
708.89 (15" HDPE) R10
713.42 (10" SDR-35) R9
708.50 (15" HDPE) 3.5A
713.50 (6" SDR-35) R10A
711.34 (6" SDR-35) R10
713.01 (10" HDPE) R12
713.50 (6" SDR-35) R11
711.80 (10" HDPE) R12A
713.50 (10" SDR-35) R12A
711.00 (12" HDPE) R13A
709.65 (12" HDPE) R14
713.50 (10" SDR-35) R13A
713.50 (10" SDR-35) R13
710.10 (12" HDPE) R13
707.21 (12" HDPE) R15
713.50 (10" SDR-35) R14
705.72 (15" HDPE) 3.2
713.50 (6" SDR-35) R15A
713.50 (6" SDR-35) R15A
711.05 (6" SDR-35) R15
706.36 (18" HDPE) 3.1
713.33 (6" SDR-35) R16
713.50 (6" SDR-35) R17.1A
711.94 (6" SDR-35) 3.1A
713.25 (10" SDR-35) 3.1B
713.25 (10" SDR-35) 3.1D
713.25 (10" SDR-35) 3.1C
713.25 (10" SDR-35) 3.1A
712.40 (10" SDR-35) R16
713.50 (6" SDR-35) R22
713.08 (6" SDR-35) R22
713.33 (6" SDR-35) 4.2
713.25 (10" SDR-35) 4.4
710.97 (12" HDPE) 4.4
713.25 (10" SDR-35) R26
713.08 (10" SDR-35) R26
713.25 (10" SDR-35) 4.4
713.25 (10" SDR-35) 4.1B2
710.62 (12" HDPE) 4.1B2
713.33 (6" SDR-35) R30
713.25 (10" SDR-35) 4.1C
713.33 (6" SDR-35) 4.1B1
709.48 (12" SDR-35) 4.1B
713.33 (6" SDR-35) R34
710.33 (10" SDR-35) R34
TYPE
12" NYLOPLAST C/O
ROOF DRAIN
18" NYLOPLAST JUNCTION
ROOF DRAIN
18' NYLOPLAST JUNCTION
ROOF DRAIN
30" NYLOPLAST JUNCTION
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
24" NYLOPLAST JUNCTION
ROOF DRAIN
12" NYLOPLAST C/O
12" NYLOPLAST C/O
ROOF DRAIN
18" NYLOPLAST C/O
ROOF DRAIN
18" NYLOPLAST C/O
ROOF DRAIN
12" NYLOPLAST C/O
12" NYLOPLAST C/O
ROOF DRAIN
12" NYLOPLAST C/O
ROOF DRAIN
15" NYLOPLAST C/O
24" NYLOPLAST JUNCTION
ROOF DRAIN
ROOF DRAIN
15" NYLOPLAST C/O
15" NYLOPLAST C/O
ROOF DRAIN
12" NYLOPLAST C/O
ROOF DRAIN
ROOF DRAIN
12" NYLOPLAST C/O
24" NYLOPLAST JUNCTION
ROOF DRAIN
ROOF DRAIN
8" NYLOPLAST C/O
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
12" NYLOPLAST C/O
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
30" NYLOPLAST JUNCTION
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
18" NYLOPLAST JUNCTION
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
18" NYLOPLAST JUNCTION
ROOF DRAIN
ROOF DRAIN
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF45A 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
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SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
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47
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RAM
SHEET
APPROVED BY
OF46 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
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E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
RIP-RAP CHANNEL
(BETWEEN FOREBAY #1 & CONSTRUCTED WETLANDS)
NTS
3:13:1
12'
20
"
VODT CLASS A1 RIPRAP
SUITABLE BACKFILL
TOP SOIL, SEED, & MULCH
FILL SLOPE
FINISHED GRADE
6" #57 STONE
WRAPPED IN
FILTER FABRIC
6" #1 AGGREGATE
ACROSS EXPOSED
DRAIN LENGTH
PREPARED
SUBGRADE OR
IN SITU SOIL
TRANSNET
7' WIDE
EX. GRADE
TRANSNET DETAIL
NTS
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V
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S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF47 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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APPROVED PERMIT DRAWINGS
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SI
T
E
D
E
V
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L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
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CS6502
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V
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I
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N
S
RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF47A 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
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N
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M
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APPROVED PERMIT DRAWINGS
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SI
T
E
D
E
V
E
L
O
P
E
M
E
N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
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N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R10-1-2019
SER
V
I
C
E
R
O
A
D
7
2
4
'
1ST
F
L
O
O
R
ALT
.
CG-
6
M
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N
T
A
B
L
E
R
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L
L
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T
O
P
C
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R
B
GRAVEL DRIVE
9'
TYP
.
2
0
'
20'
TYP.
40
'
26'
C
G
-
6
R
1
0
'
C
U
R
B
T
R
A
N
S
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2' C
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.
FLU
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8' X
1
0
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V
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CL 1
R
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A
P
100' SETBACK
P
R
E
S
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R
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D
W
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T
L
A
N
D
S
PRESERVED
WETLANDS
PRESERVED
WETLANDS
7
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0
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4
69
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4
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6
6
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704
706
708
712
714
716
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6
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3
24"
H
D
P
E
1.1
1
36
"
R
C
P
C
L
I
I
I
4
4.1
4.1A
4.1B
5
1
5
"
H
D
P
E
2
18"
H
D
P
E
4.1B1
15" HD
P
E
R1
5.1A
10"
H
D
P
E
15" HD
P
E
1
2
"
S
D
R
-
3
5
6" SDR-35
R32.1
6" SDR-35
R4.1
R1.1
5.1
30
"
H
D
P
E
12" P
V
C
S
C
H
-
4
0
15
"
R
C
P
C
L
I
I
I
R34.2
1
0
"
S
D
R
-
3
5
R34.1
R346" SDR-35
R2.1
R2 6
"
S
D
R
-
3
5
10"
H
D
P
E
R3.1
R3
6
"
S
D
R
-
3
5
R4
1
0
"
S
D
R
-
3
5
15"
H
D
P
E
12"
H
D
P
E
15"
H
D
P
E
1
2
"
S
D
R
-
3
5
HIGH END OF SAFETY BENCH ELEV = 698.00
HIGH END OF AQUATIC BENCH ELEV = 697.80
LOW END AQUATIC BENCH - BEGIN WETLANDS = 697.00
1
0
.
0
0
'
1
0
.
0
0
'
10' WIDE SAFETY BENCH @ 2.00%
HIGH FLOW STONE FILTER FROM
FOREBAY INTO WETLANDS AREA
ELEV. = 703.50 TO 698.00
HIGH FLOW STONE FILTER FROM
WETLANDS INTO WET POND AREA
ELEV. = 697.85
LOW FLOW STONE FILTER FROM
FOREBAY INTO WETLANDS AREA
ELEV. = 697.50
HIGH FLOW STONE FILTER FROM
FOREBAY INTO WET POND AREA
ELEV. = 697.85
HIGH END OF SAFETY BENCH ELEV = 693.95
LOW END OF AQUATIC BENCH ELEV = 692.25
HIGH END OF AQUATIC BENCH / PERMANENT POOL ELEV = 693.75
10
.
0
0
'
10
.
0
0
'
10' WIDE SAFETY BENCH @ 2.00%
10' WIDE AQUATIC BENCH
10' WIDE AQUATIC BENCH
1 YR. STORM ELEV. = 695.64
2 YR. STORM ELEV. = 696.10
10 YR. STORM ELEV. = 696.83
100 YR. STORM ELEV. = 697.66
BOTTOM OF FOREBAY
ELEV. = 700.50
BOTTOM OF FOREBAY
ELEV. = 696.00
1
0
'
W
I
D
E
B
E
R
M
T
O
P
O
F
B
E
R
M
E
L
E
V
.
=
6
9
8
.
0
0
BERM (WIDTH VARIES)
TOP OF BERM ELEV. =
699.00
BERM (WIDTH
V
A
R
I
E
S
)
TOP OF BERM
E
L
E
V
.
=
6
9
9
.
0
0
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M
(
W
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T
H
V
A
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E
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TOP
O
F
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E
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M
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L
E
V
.
=
7
0
4
.
0
0
10.15'
24
'
10.0
0
'
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EMERGENCY SPILLWAY
ELEV. = 697.00
FOREBAY #1
7,600+- CF.
CONSTRUCTED
WETLANDS
3,096+- CF.
SWM POND #1
96,000+- CF.
FOREBAY #2
21,500+- CF.
STA 0+79.83
OFF 0.0'
50'
W
I
D
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BOTTOM OF POND EL=689.00
INV IN=688.50
INV OUT=686.75
PERM. POOL EL=693.75, & 2.00' WIDE x 2.25' HIGH RECTANGULAR WEIR
TOP OF RISER EL=696.00
TOP OF DAM EL=699.00
100 YR WSE=697.66
EMERGENCY SPILLWAY EL=697.00
10 YR WSE=696.83
2 YR WSE=696.10
1 YR WSE=695.64
48" DIA. RCP RISER
89.45' - 36" RCP CL III @ 3.07%
INV OUT=684.00
24.30'-15" RCP CL III @ 2.00%
EL=683.75
8'-DIA., 2' THICK CONC. FOUNDATION
EL=681.75
3' OF CONC. GROUT
HALF PIPE-24" CMP HOOD TO COVER RECTANGULAR WEIR AND EXTEND
1' BELOW PERMANENT POOL ELEV., SEE DETAIL, SHEET 45
STORM RAX, SEE DETAIL
0.50% MIN.
SLUICE GATE, SEE DETAIL, SHEET 45
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AS NOTED
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2019-05-01
RAM
SHEET
APPROVED BY
OF48 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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RONALD A. MISLOWSKY, JR.
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SITE AREA =
57.27 ACRES
TOTAL BMP AREA /
AREA TO SWM POND #1 =
23.80 ACRES
OUTFALL #1
PROPOSED WET POND
PROPOSED OUTFALL #2
SWM SYSTEM PROFILE
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
685
690
700
710
720
685
690
700
710
720
0+00
71
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9+00
BOTTOM ELEV. =
690.00
10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 693.75)
(ELEV. @ LOW END 692.25)
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 693.95
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 693.95
10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 693.75)
(ELEV. @ LOW END 692.25)
BOTTOM ELEV. = 697.00
EXISTING GRADE
FINISHED GRADE
SWM POND #1
HIGH FLOW STONE FILTER FROM
WETLANDS INTO WET POND
ELEV. 697.85
WETLANDS
HIGH FLOW STONE FILTER FROM
FOREBAY INTO WETLANDS
ELEV. = 703.50 TO 698.00 FOREBAY #1
BOTTOM ELEV. = 700.50
69 LF 30" HDPE @ 0.61%
ST
R
.
5
E
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-
1
(
3
0
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)
IN
V
7
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.
5
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(
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.
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)
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4
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3
.
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.
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V
O
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.
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(
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10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 697.80
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 698.00
10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 697.80
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 698.00
1 YR. WSE ELEV. = 695.64
2 YR. WSE ELEV. = 696.10
10 YR. WSE ELEV. = 696.83
100 YR. WSE ELEV. = 697.66
4
:
1
4:1
2.00%2.00%
1
0
.
5
%
10
.
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%
4
:
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A
R
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S
HIGH FLOW STONE FILTER FROM
WETLANDS TO WET POND AREA
(ELEV. @ HIGH END 697.85)PERM. POOL ELEV. =
693.75
TOP OF DAM
ELEV. = 699.00
CLASS A1 RIP RAP
CLASS A1 RIP RAP
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF49 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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SI
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D
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L
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M
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N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
10-1-2019
WATER BALANCE EQUATION FOR MINIMUM WET POND DEPTH
DP > ET + INF + RES - MB
DP = PROPOSED WET POND DEPTH (57")
ET = SUMMER EVAPO-TRANSPIRATION RATE (ASSUME 8")
RES = RESERVOIR OF WATER SAFETY FACTOR (ASSUME 24")
INF = MONTHLY INFILTRATION LOSS (ASSUME 7.2)
MB = MEASURED BASEFLOW RATE TO POND, IF ANY (ASSUME 0)
57">8"+7.2+24"-0
57>39.2 THEREFORE DESIGN POOL DEPTH IS ACCEPTABLE
REQUIRED Tv FOR WET POND (LEVEL 2):
Tv = [1.5 X (Rv)(A)/12]
Rv = [(14.81 X 0.25) + (8.99 X 0.95)] / 23.80 Ac.
Rv = 0.51
Tv = 1.5 X (0.51) (23.80 Ac. X 43,560 sf/Ac.)/12
Required Tv = 66,091 cf
PROPOSED STORAGE VOLUMES
PERMANENT POOL UP TO 693.75 41,377 cf
WETLANDS UP TO 697.75 3,330 cf
FOREBAY #1 UP TO 704.00 7,610 cf
FOREBAY #2 UP TO 697.50 18,116 cf
Proposed Tv =70,433 cf
SWM FOREBAY #1 SECTION
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
695
700
710
695
700
710
0+00
69
9
.
1
70
6
.
8
70
2
.
2
5
1+00
EXISTING GRADE
FINISHED GRADE
TOP OF
BERM
704.00
BOTTOM ELEV. =
700.50
3:1
3.
5
:
1
3
:
1
FOREBAY 1
SWM WETLANDS SECTION
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
690
700
710
690
700
710
0+00
69
0
.
9
70
1
.
3
69
7
.
8
5
1+00
70
7
.
9
69
7
.
9
6
71
0
.
7
71
0
.
1
8
2+00
EXISTING GRADE
FINISHED GRADE
TOP OF
BERM
699.00
BOTTOM ELEV. =
697.00
10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 697.80
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 698.00
2.00%2.00%
8.00
%
8
.
0
0
%
3:1
3:1
WETLANDS
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 698.00
10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 697.80
SWM POND SECTION
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
680
690
700
710
720
680
690
700
710
720
0+00
68
2
.
5
68
2
.
6
9
69
5
.
8
69
9
.
0
0
1+00
70
1
.
2
69
3
.
8
4
70
7
.
1
68
9
.
3
5
2+00
71
3
.
1
69
2
.
0
2
71
5
.
8
69
8
.
0
0
3+00
71
7
.
7
70
4
.
1
0
3+50
SWM POND #1
EXISTING GRADE
FINISHED GRADE
FOREBAY #2
BOTTOM ELEV. =
690.00
10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 693.75)
(ELEV. @ LOW END 692.25)
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 693.95
BERM WIDTH VARIES
TOP OF BERM ELEV. = 699.00
10' WIDE BERM
TOP OF BERM ELEV. = 698.00
10' WIDE SAFETY BENCH
(ELEV. @ HIGH END 693.95
10' WIDE AQUATIC BENCH
(ELEV. @ HIGH END 693.75)
(ELEV. @ LOW END 692.25)
PERM. POOL ELEV. =
693.75
1 YR. WSE ELEV. = 695.64
2 YR. WSE ELEV. = 696.10
10 YR. WSE ELEV. = 696.83
100 YR. WSE ELEV. = 697.66
BOTTOM ELEV. = 696.00
4
:
1
4:1
1
0
.
5
%
10
.
5
%
2.00%2.00%
4
:
1
4:1
6
:
1
6:1
4
:
1
4:
1
3:1
3:1
HIGH FLOW STONE FILTER (BEYOND)
ELEV. = 697.85
BOTTOM ELEV. =
689.00
MIN 0.50% S
L
O
P
E
POND #1 EMERGENCY SPILLWAY
TYPICAL SECTION
(NTS)
EL = 697.00
VDOT CLI RIPRAP DEPTH = 24"
3:1 3:1
699.00 TOP OF DAM
EMERGENCY SPILLWAY
CREST ELEV. = 697.00
MIN. BOTTOM WIDTH = 50.00'
SIDE SLOPES: 3:1
WETPOND
BOTTOM ELEV. = 690.00
PERMANENT POOL WSE= 693.75
1YR WSE = 695.62
2 YR. WSE = 696.08
10 YR. WSR = 696.75
100 YR. WSE = 697.53
TOP OF DAM = 699.00
2.00' WIDE X 2.25' HIGH WEIR
TOP OF 48" DIA. RISER
TOP OF RISER ELEV = 696.00
WEIR INVERT ELEV = 693.75
BOTTOM OF 30' DIA HALF ROUND
WEIR HOOD TO EXTEND 12" MIN.
BELOW WEIR INVERT ELEVATION
CMP FLANGE TO BE BOLTED INTO RISER
TYPICAL 6 LOCATIONS
30" DIA. CMP HALF ROUND
WEIR HOOD
AT PERMANENT POOL
30" DIA. CMP HALF ROUND WEIR HOOD DETAIL
FOR PROTECTION OF WEIR BLOCKAGE
NTS
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CS7500
BY
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF50 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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APPROVED PERMIT DRAWINGS
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D
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V
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L
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M
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N
T
P
L
A
N
P
No. 20674
RONALD A. MISLOWSKY, JR.
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
10-1-2019
NOTE:
SHOP DRAWINGS OF THE PRINCIPAL SPILLWAY STRUCTURE TO BE PROVIDED BY
MANUFACTURER'S STRUCTURAL ENGINEER
CONCRETE CRADLE & DRAINAGE BLANKET DETAILS FOR SWM POND
WRAPPED IN GEOTEXTILE (AOS = #70 SIEVE SIZE)
CONCRETE CRADLE - 2/3L
REINFORCED CONCRETE PIPE OF LENGTH L
t
BECOME THE CRADLE FORM)
SHAPE (i.e. THE TRENCH MAY
MAY CONFORM TO THE TRENCH
TRENCH, THEN THE SIDE WALLS
** IF PIPE IS LAID IN AN EXCAVATED
fc'=4000 PSI fc=1600 PSI
CONCRETE MATERIAL FOR CRADLE
REV. DATE: 01-30-97
* BUT NOT LESS THAN 6"
1/12D**
4"
1/2(D+2t)
6"
D
SECTION A-A
WEEP
HOLE
END SECTION
THROUGH WEEPHOLE IN END SECTION - MIN. 5 FEET LONG
4 INCH DIAMETER PERFORATED PVC PIPE DAYLIGHTED
12 INCH DRAINAGE BLANKET - 1/3L
B
12"
B
WEEPHOLE IN END SECTION
(MIN. 5 FEET LONG) DAYLIGHTED THROUGH
TWO 4 INCH DIAMETER SLOTTED PVC PIPES
DAMSC3.RAC
(VDOT #78)
BLANKET
DRAINAGE
12 INCH
MIN. 12"
MIN. 12"
U.S. SIEVE SIZE
GEOTEXTILE WITHSECTION B-B
AOS=#70
A
A
RISER STRUCTURE
(SEE DETAIL)
SPA
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DRAWN BY
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
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PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
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SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
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No. 20674
RONALD A. MISLOWSKY, JR.
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NOM
AEW
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FOH
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APPROVED BY
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DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
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No. 20674
RONALD A. MISLOWSKY, JR.
T
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NOM
AEW
L
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FOH
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
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PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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No. 20674
RONALD A. MISLOWSKY, JR.
T
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10-1-2019
NOTE: UTILITY POLE RELOCATIONS SHALL BE
COORDINATED WITH SHENANDOAH VALLEY ELEC.
COOP. AND RAPPAHANNOCK ELEC. CO.
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1525 LF 4'
CHAINLINK FENCE
1525 LF 4' CHAIN LINK FENCE
PROVIDE (2) 12' DOUBLE SWING GATES AND
(2) 4' GATES AS DIRECTED BY OWNER
2
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ENTRANCE FEAT. & CANOPY
ENTRANCE CANOPY
14.9'10.2'10.4'
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83.2' - PROP. ROW
61.3' - EX. ROW
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N 57°58'01" W 336.00'
N 31°07'11" E 6.38'
S 57°37'48" E 275.86'
N 57°54'58" W 316.00'
N 57°54'58" W 316.00'
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D.B. 655 PG. 699
C/L 40' POTOMAC
100' SETBACK
100' S
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50' SETBACK
6
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2019-05-01
RAM
SHEET
APPROVED BY
OF55 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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REMOVABLE BOLLARDS TO BE LOCKED
WITH KNOX WATERPROOF PADLOCK
(FREDERICK COUNTY VA KEY)
22'
EX
.
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175
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14'
26'
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0.0
0.0
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0.0
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0.0
0.2
0.1
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0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LIGHTING PHOTOMETRIC STATISTICS BY ZONE
DESCRIPTION
CALC ZONE #1 -BUS ENTRY
CALC ZONE #2 BUILD TO 1st Row Parking
CALC ZONE #3 FRONT PARKING
CALC ZONE #4 BLDG -SIDEWALK TO BUS
ENTRANCE
CALC ZONE #5 BUS PARK LOT
CALC ZONE #6 ClWING D/E TO BUS
CALC ZONE #7 CLWING E/F
CALC ZONE #8 CLRM WING F/G
CALC ZONE #9 UPPER ROADWAY
CALC ZONE #10 PROPERTY BOUNDARY
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.2
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.2
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.4
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0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.6
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0.0
0.0
0.0
0.0
0.0
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5.4
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6.2
4.3
1.3
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2.6
6.3
7.3
1.4
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3.2
2.8
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4.2
4.5
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.1
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0.0
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0.0
0.0
0.0
0.0
0.2
0.1
0.1
SA
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.1
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2.8
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.1
3.7
5.2
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
2.0
5.1
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.1
SA
0.8
5.0
5.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
0.2
0.1
3.0
4.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
2.5
5.2
2.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.6
0.2
0.1
SC
2.6
4.7
4.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.1
4.5
5.1
1.5
2.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.1
SC
6.1
4.8
0.6
SD
0.9
4.1
3.8
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3.4
5.4
0.7
5.3
1.7
7.0
2.5
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5.6
3.0
5.2
3.3
7.5
2.4
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1.2
5.3
4.9
4.8
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5.9
3.5
3.0
5.3
0.1
0.1
0.4
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.1
0.2
1.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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3.3
5.7
4.8
1.0
0.1
0.2
0.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.5
3.9
3.5
2.5
2.8
2.5
1.9
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0.1
0.1
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
3.2
7.1
2.1 2.3
3.9
8.8
4.3
3.4
6.4
6.3
2.9
3.3
2.8
1.8
SD
SD
3.4
4.9
3.8
3.2
3.4
4.1
3.8
3.1
6.8
6.5
2.5
1.8
1.6
2.1
3.8
7.3
1.5
6.0
4.1
0.1
0.1
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SYMBOL AVG MAX MIN MAX/MIN AVG/MIN
2.8 fc 10.3 fc 0.0 fc N/A N/A
3.1 fc 8.2 fc 0.1 fc 82.0:1 31.0:1
3.5 fc 9.3 fc 0.9 fc 10.3:1
1.6 fc 4.2 fc 0.4 fc 10.5:1
1.4 fc 4.1 fc 0.3 fc 13.7:1
2.3 fc 5.7 fc 0.6 fc 9.5:1
2.4 fc 5.5 fc 0.7 fc 7.9:1
1.5 fc 4.7 fc 0.3 fc 15.7:1
3.9:1
4.0:1
4.7:1
3.8:1
3.4:1
5.0:1
3.2 fc 8.5 fc 0.1 fc 85.0:1 32.0:1
0.0 fc 2.0 fc 0.0 fc N/A N/A
4.3
5.2
3.2
SD
6.7
5.4
3.0
2.0
1.9
1.9
1.9
2.6
3.6
3.9
2.9
2.7
2.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.1
4.5
4.8
3.5
SC
3.1
3.9
4.3
1.2
2.7
2.9
2.8
SD
3.0
5.5
4.0
2.4
1.5
1.1
1.1
1.5
2.3
2.8
3.4
3.6
3.9
SA
0.1
0.2
0.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
7.3
5.3
4.1
5.7
2.4
0.1
0.2
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.2
5.6
7.9
2.9
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.1
1.9
2.3
2.8
3.0
0.8
2.2
1.7
1.7
SD
6.4
8.1
4.4
3.8
2.2
4.8
4.8
3.4
2.0
1.3
1.0
1.3
1.8
2.6
3.3
4.1
0.0
0.0
0.0
0.0
0.0
0.2
0.1
0.9
1.0
1.4
2.2
3.7
3.5
0.4
0.0
0.0
0.0
0.2
0.1
0.1
0.0
0.0
0.0
1.3
0.3
0.1
SC
0.3
0.4
0.9
1.6
2.7
3.7
2.3
SC
0.5
1.1
1.9
3.3
4.5
2.2
0.0
0.0
0.6
0.2
0.1
SC
0.7
1.1
1.9
2.9
3.8
4.6
0.0
0.0
0.4
0.1
1.1
1.8
3.4
4.1
1.5
0.0
0.0
0.9
0.1
0.5
0.9
1.8
4.5
4.3
SA
0.0
1.9
0.2
0.1
0.4
0.7
2.5
7.4
8.5
P1
P1
P1
P2
2.2
1.1
2.0
2.1 1.2 2.4
0.5
4.7 P2
3.7
1.4
0.9
0.4
P3
0.0
0.4
0.1
0.3
0.5
5.6
4.5
0.0
0.0
0.4
0.1
SA
0.2
5.3
5.4
0.0
0.0
0.2
0.1
5.3
3.2
0.3
0.0
0.0
0.2
0.1
7.1
1.4
4.1
0.4
0.8
0.8
1.6
1.7
1.1
0.3
0.3
1.8
1.9
0.8
1.2
P2
SD
6.1
7.3
4.7
4.3
2.8
2.0
SD
4.5
7.2
3.6
2.5
1.9
1.7
2.1
2.6
3.8
5.5
SD
6.4
5.2
4.2
2.8
2.3
2.0
3.5
5.0
3.9
3.2
3.0
2.8
3.8
4.5
SA
1.9
7.5
3.2
0.1
0.1
0.3
0.0
0.0
0.0
0.0
0.0
0.0
1.5
0.9
3.0
3.0 2.0
P2
SA
0.0
0.0
0.6
0.2
0.1
0.0
0.0
0.3
0.1
1.0
3.2
1.9
2.5
3.8
1.9
SB
1.2
2.5
3.6
0.3
0.4
4.4
4.4
2.5
1.8
1.7
2.6
3.6
2.9
SB
0.0
0.0
0.2
0.1
SC
2.0
2.9
4.5
4.6
4.9
2.7
2.0 2.1
1.0
1.0
2.4
2.7
P2
0.6
P1
P1
SD
6.8
6.0
4.1
2.9
2.4
5.2
4.1
4.6
4.7
9.3SD
1.8
3.7
SD
1.5
3.2
5.7
6.7
5.7
7.3
7.2
7.4
4.4
3.2
2.5
1.7
4.5
3.6
2.8
1.8
1.3
0.9
0.5
SD
8.2
1.9
3.2
5.8
1.0
1.3
1.9
2.4
2.6
1.8
1.4
0.9
0.5
3.3
2.9
2.9P2
2.9
2.7
P2 P1
P2 2.9 0.8
1.7 1.0
P3
0.3
0.6
0.9
1.0
1.0
0.6
0.1
1.0
5.9
4.3
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SA
0.4
5.7
6.0
1.4
0.1
0.1
0.0
0.0
0.0
0.0
0.0
1.6
5.8
2.4
0.1
0.3
0.0
0.0
0.0
0.0
0.0
0.6
7.3
4.8
0.4
0.1
0.0
0.0
0.0
0.0
0.0
SA
0.9
6.0
2.0
0.1
0.2
0.0
0.0
0.0
0.0
3.2
5.8
0.6
SA
0.3
4.2
5.1
0.1
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.3
5.9
4.5
0.1
0.0
0.0
0.0
SE
0.4
9.7
4.3
0.1
0.0
0.0
0.2
5.3
4.1
0.1
0.0
0.0
0.3
8.1
4.5
0.1
0.0
0.0
SE
0.2
4.8
5.5
0.2
0.1
0.0
0.0
0.1
1.0
6.5
0.6
0.1
0.0
SE
0.7
9.1
1.9
0.2
5.3
4.0
0.1
0.1
0.1
0.0 0.0
0.0
0.2
4.5
6.6
0.4
0.1
0.0
SE
0.7
6.7
1.5
0.2
6.9
3.8
0.1
0.1
0.1
0.0 0.0
0.0
SE
0.3
6.3
5.9
0.3
0.1
0.0
0.6
6.2
1.1 3.2
0.1
SE
10.3
0.4
0.1
0.1
0.0 0.0
0.0
0.2
4.2
5.5
0.4
0.1
0.0
0.6
0.4
P2
0.2
0.4
0.5
0.1
0.7
9.2
3.3
0.3
4.2
P1
0.7
SE
0.4
3.9
6.2
2.7
1.0
1.2
0.1
0.1
0.0
0.0
EXTERIOR LIGHT FIXTURE SCHEDULE
SYMBOL
SA
SB
SC
SD
SE
P1
P2
P3
2.9
2.5
1.7
2.1
2.3 2.5
4.0
P2
5.7
SA
1.0
0.8
1.0
1.4
2.1
1.7
1.4
0.9
1.4
0.0
0.0
0.3
0.1
1.6
2.6
3.7
5.2
5.1
1.6
1.2
0.8
0.8
1.2
3.2
3.1
0.0
0.0
0.2
0.1
SC
1.8
2.4
3.6
5.3
4.9
1.1
0.0
0.0
0.0
0.1
SC
SB
2.21.5
1.2
0.9
0.8
0.9
1.4
1.8
2.7
3.9
4.2
4.0
1.4
0.2
0.70.5
0.7
0.6
0.7
1.0
0.0
0.0
0.0
0.1
0.1
1.5
2.2
3.0
3.4
5.0
1.4
0.4
0.3
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
SC
0.4
0.5
0.7
1.2
0.3
1.8
2.3
3.2
4.6
3.1
0.5
0.3 0.1
0.1
SC
2.9
2.2
0.5
0.4
0.8
1.2
1.8
2.8
4.0
3.6
1.3
0.5
0.2
0.8
0.5
1.2
1.1
0.9
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
SC
1.1
1.8
2.9
3.5
4.7
0.7
0.2
0.6
1.0
0.3
2.2
2.2
1.1
1.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.9
1.4
1.3
2.5
4.4
2.1
0.4
0.2
0.6
0.6
SC-17
1.4
2.0
3.0
0.1
0.3
2.6
7.7
4.1
3.2
3.0
3.2
3.5
2.9
3.0
2.6
3.2
4.6
1.0
0.1
0.1
0.1
SC
SC
SA
0.1
0.4
1.2
3.5
5.3
4.9
4.1
5.4
3.4
4.0
3.4
1.7
1.4
1.3
1.3
1.5
2.2
2.7
1.6
0.8
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
SB
SC
0.2
0.8
0.8
0.4
0.6
0.4
0.8
0.9
1.1
1.4
1.8
2.0
2.0
3.0
4.9
0.6
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
SC
0.2
1.2
3.0
3.4
2.7
2.8
2.8
0.3
SC
0.2
0.8
2.8
2.9
2.5
1.7
0.5
SC
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.4
0.1
0.0 0.0
0.0 0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
0.1
0.4
2.7
2.4
1.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.0
0.5
0.1
0.4
3.8
2.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.0
0.5
0.1
2.0
SC
0.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
1.0
0.7
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LABEL QUANTITY MANUFACTURER CATALOG NUMBER DESCRIPTION
28 SIGNIFY
GARDCO
4 SIGNIFY
GARDCO
21 SIGNIFY
GARDCO
13 SIGNIFY
GARDCO
7 SIGNIFY
GARDCO
7 SIGNIFY
GARDCO
10 SIGNIFY
GARDCO
2 SIGNIFY
GARDCO
ECF-S-48L-900-
CW-G2-2
ECF-S-48L-900-
CW-G2-3
ECF-S-48L-900-
CW-G2-4
ECF-S-48L-900-
CW-G2-4
ECF-S-48L-900-
CW-G2-AFR
121-32L-530-NW-
G3-2
121-32L-700-NW-
G3-2
121-32L-1000-
NW-G3-3
LAMP NUMBER
OF LAMPS
ECOFORM AREA LED
ECF - SMALL, 48 LED's,
5000K CCT, TYPE 2
OPTIC, NO SHIELD
ECOFORM AREA LED
ECF - SMALL, 48 LED's,
5000K CCT, TYPE 3
OPTIC, NO SHIELD
ECOFORM AREA LED
ECF - SMALL, 48 LED's,
5000K CCT, TYPE 4
OPTIC, NO SHIELD
ECOFORM AREA LED
ECF - SMALL, 48 LED's,
5000K CCT, TYPE 4
OPTIC, NO SHIELD
ECOFORM AREA LED
ECF - SMALL, 48 LED's,
5000K CCT, TYPE AFR
OPTIC, NO SHIELD
121 LED SCONCE
(3) LEDGINE SLD LIGHT
ARRAY(S) DRIVEN AT
900mA
(3) LEDGINE SLD LIGHT
ARRAY(S) DRIVEN AT
900mA
(3) LEDGINE SLD LIGHT
ARRAY(S) DRIVEN AT
900mA
(3) LEDGINE SLD LIGHT
ARRAY(S) DRIVEN AT
900mA
(3) LEDGINE SLD LIGHT
ARRAY(S) DRIVEN AT
900mA
(2) LEDGINE 3.1 LIGHT
ARRAYS OF 16 LEDs
(LUXEON T) AT 52W
121 LED SCONCE (2) LEDGINE 3.1 LIGHT
ARRAYS OF 16 LEDs
(LUXEON T) AT 70W
121 LED SCONCE (2) LEDGINE 3.1 LIGHT
ARRAYS OF 16 LEDs
(LUXEON T) AT 107W
IES FILENAME
1 ECF-S-48L-900-CW-G2-
2.ies
1 ECF-S-48L-900-CW-G2-
3.ies
1 ECF-S-48L-900-CW-G2-
4.ies
1 ECF-S-48L-900-CW-G2-
4.ies
1 ECF-S-48L-900-CW-G2-
AFR.ies
1 121-32L-530-NW-G3-
2.IES
1 121-32L-700-NW-G3-
2.IES
1 121-32L-1000-NW-G3-
3.IES
LUMENS PER
LAMP
15914
LIGHT LOSS
FACTOR
1
WATTAGE
135.1
15572 1 135.1
16291 1 135.1
16291 1 270.2
16485 1 135.1
5919 1 52
7532 1 70
9346 1 107
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RAM
SHEET
APPROVED BY
OF56 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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PS1
C.O.
C.O.
C.O.
C.O.
RELOCATED
UTILITY POLE
RELOCATED
UTILITY POLE
RELOCATED
UTILITY POLE
RELOCATED
UTILITY POLE
RELOCATED
UTILITY POLE
RELOCATED
UTILITY POLE
100' OVERHEAD
POWER EASEMENT
RAPPAHANNOCK ELECTRIC
COOPERATIVE PAD
MOUNTED TRANSFORMER
125 KW
NATURAL GAS
GENERATOR
TO GREENHOUSE
FROM NLFF1A.
T1C4
NHD2A-8,10,12
C36
CLOSED CIRCUIT COOLER
EHA1A-14,16,18
NHA1A-26,28,30
S2C4
MAIN ELECTRICAL
ROOM A265
EMERGENCY
ELECTRICAL
ROOM A266
2
C36
C36
C36
C36
1
E48
E48
E48
E24
C36
C36
E36
TO ELECTRICAL
ROOM B115
TO MDF
ROOM B118T1C4
T1C4V1C4
T1C4
V1C4
V1C4
V1C4
F1C1
REFER TO "LIGHT
POLE WITH
CAMERA DETAIL"
ON SHEET E-007
C
C
REFER TO "LIGHT
POLE WITH
CAMERA DETAIL"
ON SHEET E-007
M1C1
EL1A-8
L1C1
L1C1
L1C1
L1C1
E24
C36
C2C4,F1C1,F1C1
E2C3,M1C1,
L1C1,M1C1
S2C4
L1C1
L1C1
L1C1
L1C1
L1C1
L1C1
L1C1
L1C1
L1C1
E2C3,M1C1,L1C1,M1C1
C2C4,F1C1,F1C1,
C2C4,F1C1,F1C1
L1C1
L1C1
L1C1
L1C1
E24
C36
F1C1
M1C1
ELA1A-28
E2C6
E2C6
E2C6
S2C4
L1C1
C2C4,F1C1,F1C1
L1C1
ELECTRICAL
ROOM G325
IDF ROOM
G305
ELECTRICAL
ROOM D652
IDF ROOM
D605
ELECTRICAL
ROOM E552
IDF ROOM
E505
MDF ROOM
B118
ELECTRICAL
ROOM B115
E2C3,E1C2 TO ELECTRICAL ROO
M
D
6
5
2
M1C1,M1C1 TO ELECTRICAL ROO
M
E
5
5
2
E2C3,M1C1,M1C1,E1C2
C2C4,
F1C1TO IDF
ROOM
D605
L1C1
L1C1
L1C1
L1C1
E2C3,M1C1,L1C1,
L1C1,X6C1,P2C1
L1C1
E12
C36
C36
C2C4,
F1C1,
F1C1
E12
L1C1
L1C1
L1C1
E2C3,
M1C1,
M1C1
L1C1
L1C1
L1C1
L1C1
L1C1
L1C1L1C1
C2C4,
F1C1,
F1C1
C1C4
E1C2
C2C4,
F1C1,
F1C1
E2C3,
M1C1,
M1C1,
E1C2
E24
C36
TO ELECTRICAL
ROOM E552
TO IDF
ROOM E505
S2C4
C36
TO IDF
ROOM G305
M
SEWAGE PUMP
EHA1A-13,15,17
ELA1A-8
X6C1
P2C1
E2C3,
M1C1,
L1C1,
L1C1
E36
C1C1
C1C1
C2C4,
C1C1,
C1C1
E12C4
TO MAIN
ELECTRICAL
ROOM A265TO MAIN
ELECTRICAL
ROOM A265
TO EMERGENCY
ELECTRICAL
ROOM A266
G2C4,G1C1.5,
G2C1,G2C2
S2C4
S2C4
S2C4
3
FOOTBALL
FIELD
STORAGE
BUILDING
4
E12
L1C1
EMERGENCY
ELECTRICAL
ROOM A266
L1C1
L1C1
LHA1A-7
BAS LIGHTING
CONTROL
CIRCUIT #3
LHE2A-1
BAS LIGHTING
CONTROL
CIRCUIT #5
LHE2A-1
BAS LIGHTING
CONTROL CIRCUIT #5
LHE2A-1
BAS LIGHTING
CONTROL CIRCUIT #5
LHE2A-1
BAS LIGHTING
CONTROL
CIRCUIT #5
NHA1A-31
BAS LIGHTING
CONTROL CIRCUIT #1
NHB1A-33
BAS LIGHTING
CONTROL CIRCUIT #4
E12
L1C1
E12
L1C1
E12
L1C1
E12
L1C1
E12
L1C1
E12
L1C1
E12
L1C1L1C1
S2C4
E12
E12L1C1
E12
L1C1
E12
L1C1
NHA1A-31
BAS LIGHTING
CONTROL
CIRCUIT #2
TO MAINTENANCE
BUILDING
FROM NLFF1B.
TO FUTURE
SCOREBOARD
E24
E1C2
E1C2
C C
E1C1.5
MAINTENANCE
BUILDING
GREEN HOUSE
C
C
C
C
C
M1C1
F1C1
ELB1A-8
F1C1
M1C1,
ELA1A-28
E24
L1C1
E2C3,
M1C1,
M1C1
F1C1
F1C1
M1C1
ELE2A-29
M1C1
ELE2A-29
F1C1
M1C1
ELE2A-30
E24
F1C1
M1C1
ELE2A-30
BAS SEWAGE PUMP
CONTROL CIRCUIT(S)
BAS COOLING
TOWER CONTROL
CIRCUIT(S)
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RRMMX19001
AS NOTED
TEAM
2019-05-01
RAM
SHEET
APPROVED BY
OF56A 56
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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No. 20674
RONALD A. MISLOWSKY, JR.
T
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NOM
AEW
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FOH
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SSIONA L E N G I N
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10-1-2019
ELECTRICAL AND COMMUNICATION NOTES
1.FOR DETAILS ON CONDUIT SPECIFICATIONS AND INSTALLATION REQUIREMENTS, SEE ELECTRICAL
SITE PLAN E-003, E-005 - E-007
2.ALL CONDUITS SHALL BE PLACED AT LEAST 12” BELOW ANY WATER MAIN OR SEWAGE FORCE MAIN.
3.ALL CONDUITS SHALL BE ROUTED TO AVOID STORM PIPING AND MAINTAIN 12” MINIMUM CLEARANCE.