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THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UnUTiES. ANY DAMAGE SHALL BE THE
CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTiUTY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL 'MISS AV
UTILITY" 1-800-552-7001. ff, C'm %j I I C U
3. B1 THE VERIFIED
IN THTOR E FIELD B Y EACH CONNTTRAACTOR PRIOR CONSTRUCTION
THE�WORALL
K. THE �ENGIINffR WILL APPROVEAND
ALL CUT LOCATIONS
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO
THE ATTENTION OF THE ENGINEER AND/OR THE OWNER.
5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT
CONDMONS IMPOSED.
6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING STRUCTURES AND START OF CONSTRUCTION.
AL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERUNE OF UTIUTY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION.
1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT CAN BE OBTAINED FROM THE
FREDERICK COUNTY PUBUC WORKS DEPARTMENT.
2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA
EROSION CONTROL GUIDELINES AND LOCH. ORDINANCES AND TO BE UTiUZED DURING THE CONSTRUCTION PERIOD.
3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED
AT THE EARUEST POSSIBLE DATE AFTER ESTABUSHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS
WHEN CONSTRUCTION IS NOT IN PROGRESS.
4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PiPE—LAYING IN THE AFFECTED AREA
5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHAD. BE PROVIDED WiTH 6TOPSOI
FERTIUZED SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIIE A
GOOD LAWN® �QUALiTY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.
4AE
1. BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHAL BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED.
2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS AND
ADDRESSES MUST BE POSTED AS CONSTRUCTION BEGINS. PARKED VEHICLES AND STAGING OF CONSTRUCTION MATERIALS ARE PROHIBITED
WITHIN 20 OF FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME.
1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA—WATER.COM.
2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VAUD FOR TWO YEARS FROM DATE OF FCSA APPROVAL
3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS.
4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
5. WHEN AN EXISTING WATER MAN IS TAPPED FOR THE INSTALLATION OF A NEW UNE:
A THE AUTHORITY
0 iTY SHALL FURNISH ALL LABOR AND MATERIAL
81
THE DEVELOPER/CONTRACTOR MUST:
1. MAKE APPUCATION AND PAY DEPOSIT
2. MARK THE TAP LOCATION
6. THE CONTRACTOR SHALL TIE—IN A NEW SEWER UNE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE
7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW UNES ARE TO BE COORDINATED WiTH THE AUTHORITYS
INSPECTOR.
8. THE AUTHORITYS MAINTENANCE DEPARTMENT SHAM FURNISH AND INSTAL ALL WATER METERS THROUGH 2" IN SIZE.
IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
BEFORE A PERMANENT METER IS INSTALLED:
A THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER.
B THE FRAME AND COVER SHALL BE SET TO FINAL GRADE.
C THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES.
D ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER.
9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING UNES:
A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORiTYS ENGINEERING ASSISTANT.
B AN APPUCATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
C THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8 3/4" AND 1- WATER SERVICES.
D FOR ALL 1 Y AND 2® 'WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY
UNE THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTAL
THE METER.
E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
9. ANY WATER SERVICE UNE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED).
THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013.
10. ALL FIRE UNES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR
DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047.
RADIO READ REMOTES ARE REQUIRED.
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Engineers. Surveyors, Planners. Landscape Architects.
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601
540.667.2139
F 540.665.0493
SHEET TITLE
1
COVER SHEET fz
2
KEY PLAN
3
GRADING PLAN
4
SITE PLAN
4A
PIPING PLAN
413
PIPING PROFILE
Approved by Frederick County Zoning Administrator
12
Site Plan Approval Valid for 5 Years From Date Shown Hence Date
-C�
DEVELOPER: OXDRIDGE DEVELOPMENT AT SHENANDOAH, LC
600 JEFFERSON PLAZA
SUITE 550
ROCKViLLE, MARYLAND 20852
(301) 294-4150
OWNER: FREDERICK COUNTY SANITATION AUTHORI
PO .O
WINCHESTER, VA 0,0.
t 868-1061
A. F41
�C, �3
Sheet Number 1 of 4
PLANS REVISED PER COUNTY PLANNING COMMENTS 9114105
PLANS REVISED PER FCSA COMMENTS 1013105 SITE PLAN FOR CROOKED RUN WASTEWATER
RECLAMATION FACILITY AT SHENANDOAH
FREDERICK COUNTY, VIRGINIA
PROdECP SUMMARY
TAX IDENTIFICATION NUMBER 87-A-103
EXISTING PARCEL AREA 770.61 AGES
DEVELOPED PARCEL AREA 4.0174 ACRES
ZONING R5
ADDRESS CRAPPIE DR.
CURRENT USE VACANT
PROPOSED USE WASTE WATER TREATMENT PLANT
DISTURBED AREA 2.5 ACAS
RE IRED PROVII
FRONT (CRAPPIE) 60' 89'
SIDE 15' 195'
REAR 50' 50'
PARKING 5' 25'
BUILDING HEIGHT 35' (MAX.) 15'
(MOUND FLOOR AREA 600 SQ.FT.
NUMBER OF STORIES 1
FAR ALLOWED 1
FAR PROVIDED 0.019
MINIMUM LANDSCAPED AREA 0.60 AC. (15%)
LANDSCAPED AREA PROVIDED 1.52 AC. (38%)
PARKING ffmm QBQj D
STANDARD SPACES (1/300 SF) 2 3
HANDICAP SPACES 1 1
LOADING SPACES 0 0
TOTAL FACES PROVIDED 3 4
PARKING LANDSCAPING
PAVEMENT AREA 14,164 S.F.
PAVEMENT TREES REQUIRED 7 0 1/20W SQ. f.
PAVEMENT TREES PROVIDED 7
INTERIOR TREES REOUIIED 1 (01/10 SP.)
INTERIOR TREES PROVIDED 1
TOTAL TREES REQUIRED 8
TOTAL TREES PROVIDED 8
NOTES:
1. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE
2 ALL REQUIRED EGRESS SHAM BE HANDICAP ACCESSIDI.E TO MINIMUM
DMOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESME
3. NO STEEP SLOPE, WEILANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
4. ALL FIRE LANES TO BE MARKED AND POSTED PER FUCK COUNTY FIRE
MARSHALL REQUITS.
5. ALL UTILITIES TO BE PLACED UNDERGROUND
6.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT 1(CEED 1:20.
7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
8. SIGNS- SHALL EE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. DIES. MA)L SIGN HEIGHT= 35. MAX. SIGN AREA= 150 S.F.
9. FKRELANE MARLING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND H F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUlfEMENTS OF
THE FIRE MARSHALL
10. NO DUMPSTER PROVIDED, TRASH REMOVAL SHALL BE BY OVATE CLEANING
SERVICE.
N/F / / SE
OAK RIDGE PROPERTIES, INC.
86-A-27 3D
USE: AGRICULTURAL
DB 604 Pg, 792
1 LAM---�
s
N/F
NORMAN N. & CONSTANCE H. TOLKAN
93-A-77
USE: AGRICULTURAL
DB 312 Pg. 208
410
PROPOSED WWTP,
N/F
NORMAN N. & CONSTANCE H. TOLKAN
93-A-77
USE: AGRICULTURAL
DB 312 Pg. 208
N 02'59'34" E
159.32'
l�r
P-
1 LIN
It
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ALBERT & TERRI GRADY
94A-1-11-20
USE: VACANT
N/F
MARY M. GRADY
94A-1-10-11
USE: VACANT
MARY M. GRADY
94A-1-1-12
USE: VACANT
NORTH RIVEq DIST.,
' TO FRONT ROYAt
ROY S. & MARGARET I.
MADIGAN
86-A-223
DB 274 Pg. 52
/- FTC
S 72'59'02" w
57.66'L-0_\
cn
cn
N
N
ELIZABETH CAMPBELL cl
ESTATE
BOBBY W. & GLADYS E. �
GIBSON
86-A-273C
DB 581 Pg. 792
cn
0
N 44•28'1 j.,
0
j
0
mom
N 58.03'25" W
231.81'
s
N 55'22'55" W
219.72'
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7406.
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W33' 15"
763.83'
0
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N/F
JOHN M. & LILLIAN G. LEIGHT
86-A-218
DB 426 Pg. 121
N/F
MILTON K. & BEATRICE L APPERSON
87-A-15
OB 263 Pg. 183
S 28'S5'51" W
N/F
SANDY'S MOBIL HOME COURT, INC.
87-A-95
USE: RESIDENTIAL
DB 837 Pg. 1554
N/F
ROSA LIE B. CHAMBLIN
27-A-12
DB 65 Pg. 39 (C)
57'94"
r
PARCEL SIX
137.284 AC.
C/L. ROAD CURVE DATA
CURVE DELTA RADIUS TANGENT ARC CHORD
Ct 2510'24' 190.00, 42.42' 83.48' 82.81'
C2 431)708" 155.00' 61.24' 116.65' 113.91'
C3 8132'17' 300.00' 256.67' 426.93' 391.81'
C4 3118'44" 580.00' 162.64' 31 Z 14' 313.20'
C5 36W'09' 370.00' 120.41' 232.82' 229.00'
C6 3719'12" 300.00' 101.31' 195.41' 191.97'
C7 1307*35' 200.00' 231.01' 45.82' 45.72'
C8 84 40'13' 275.00' 250.54' 406.39' 370.41'
C9 31'1538" 1375.00' 384.69' 750.20' 740.93'
C10 19'0025" 450.00' 75.33' 149.28' 148.60'
C11 03'36'13" 600.00' 19.05' 38 09, 38.08'
C12 1413'26" 600.00' 74.86' 148,95' 148.57'
C13 16 3308' 875.00' 127.28' 252.78' 251.90'
C14 04 35 36" 1000.00' 40.11' 80.17' 80.15'
C15 041739" 2400.00' 89.98' 179.87' 179.83'
C16 0872'16' 2000.00' 146.37' 292.21' 291.45'
C17 30 4552' 300.00' 82.53' 161.08' 159.15'
C18 1818'25' 300.00' 48.34' 95.85' 95.45'
C19 14'39 48" 2800.00' 360.26' 716.59' 714.64'
C20 37'07'06' 225.00' 75.54' 145.76' 143.23'
C21 07'42 20' 1550.00' 104.39' 208.46' 208.30'
C22 97'4628' 100.00' 114.56' 170.65' 150.68'
C23 5700'20' 200.00' 108.60' 198.99, 190.88'
C24 28 46 52' 1000.00' 256.58' 502.33' 497.06'
C25 3026 27' 200.00' 299.28' 584.42' 577.57'
C26 5934 57' 200.00' 115.27' 209.15' 199.75'
C27 2979'07' 51.00' 13.42' 26.25' 25.96'
C28 44'49 37' 225.00' 92.80' 176.03' 171.58'
C29 1210.43" 1375.00' 146.69' 292.21 291.72'
C30 5913'19' 1000.00' 568.33' 1033.62' 988.22'
C31 24 44'38' 175.00' 38.39' 75.58' 74.99'
C32 63W'37' 100.00' 61.45' 110.21' 104.71'
C33 104'3359' 100.00' 129.31' 182.50' 158.21'
C34 36 30'39' 107.00' 35.29' 68.18' 67.04'
C35 7217'10' 57.00' 41.63' 71.91' 67.24'
C36 95 47'48' 57.00' 63.08' 95.30' 84.58'
C37 25 45'46' 145.00' 33.16' 65.20' 64.65'
C38 1857'05" 295.00' 49.24' 97.58' 9Z13'
C39 16105'43" 70.00' 420.45' 196.81' 138.10'
C40 13'0'48" 110.00' 1268' 25.24' 25.18'
C41 1416'09' 107.00' t 3.39' 26.65' 26.58'
C42 71*07'13' 18200 130.11 225.91 211.69
C43 133244" 302.00 36.76 73.15 72.98
C44 07 0021 " 349.00 21.36 42.67 42.65
C45 3633'32" 150.00 50.03 96.58 94.92
C46 47*5754" 226.00 88.94 169.47 165.53
C47 103'04'57' 246.00 309.72 442.59 385.26
C48 30 47'17" 401.00 110.41 215.48 212.90
C49 321424" 350.00 101.16 196.94 194.36
3522.73'
A?
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m GARY A. BOLYARD
87-A-101
DB 920 Pg. 1000
j 4 9) o ROGER G. CLARK
N co 0 87-A-100
DB 930 Pg. 1325
m LOYD L. & SHIRLEY J. LEE
t- 1
887-A ______,Y__.,,---���""`� DB 929 Pg.g. 1718
-- ----- N/F
2832.28'
BERNICE A. RAPCZYK, TRUSTEE
87-A-97 & 97A
NST. #030004781
N/F
RALPH L. & STELLA M. CATETT
87-A-96A
DB 627 Pg. 389
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6_ c�__ cam_
4' ri ! 1 l I- -' l µ I�_.i 16
5 98.024• E
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N 49'. ,14., W 19 w '`�, ' ,.,/ �� r�•.�, .r� J"'_ I�-„�p �.,.� �,E- ' � -I �( �I L� L� „.�1a*
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• 57.3 ' N/F z \�!` i -�1 -t 1���1M ,, Z _ ! I �� � � U �l r
J. DAVID & DIRMA V. HEADLEY
S 80'5024 E 87-A-105 w ®� __ - -- -J ) .__ _" I
70.76' USE: RESIDENTIAL cq c m - _..�` L 4EDFRI S 24'311 N/F
r'p m DB 391 Pg. 514 ? 2 3„ "`---_.,,_,"�._ppE43HON-O L CO., VA,
JOHN F. JR. & LILLIAN M. DAMS
r ss c S 84'51'26" W E DI� 27-A-14
101.20'
N 84-51'2¢" E m N 798 144" W DBS 60 RESIDENTIAL
354 (C)
94.18
BOLD D. & CANDACE L. RITIER N z "SE 1 WATER
S 76'37'34" E "'FRED L GLAIZE� & JASBO, INC. 196 00 ^' o cn 80.26 tE N 34'41'19" 87-A-107 �n 27-A-16 u' IN `''
gyp[' (�oU z 350.Op' DB 645P RESIDENTIAL 855on w USE: VACANT (A Srcn27074 Z LW EXflff*MV m
cn N KG V cn -t' 9• cn N , 0) rn
Q 00 (O
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N ' 00 WN N N (Wn
N 01 (P
r-cu-'I Vi m N P v N N � O N N
' N
666.33' PARCEL FOUR m ^; 620.60'
- _ 14.025 AC. m 405.16 •-
• S 27'0916 W• S 27'0805 W TT) DOUBLE TOLLGATE'.$;
• s 27oa'4s"
N/F w N/F CURVE TABLE
S 34'46.16" W AVID A. HEADLEY 0 323.16' LLIAM L. & JO ANN FRANCIS
480.78' S 34'46'16" W 87-A-103A - S 27.09'16" W N/F 27-A-13 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA
JEFFREY E. WILLIAMS 134.92' USE: RESIDENTIAL S 34'46'16" W 388.10, CLEVELAND WILSON DB 168 Pg. 22 (C) 1 2866.84' 612.66' 307.50' 611.49' S 35'30'04" E 12'14'40"
DB 568 Pg. 105 DB 521 Pg. 295 504.33' & GLORIA J. SETTLE 2 5674.58' 604.47' 302.52' 604.18' S 31*43'10" W 06'06'12"
U S. ROUTE 5 2 2/3 4 p B 1327-A-15 3 11514.16' 363.35' 181.69' 363.33' S 33'52'02" W 01.48'29"
9 Pg. 423 (C) 4 50.01' 36.60' 19,16' 35.79' N 34'25'02" W 41'55'46"
2a 0 60 R/W 1 5 151.95' 88.20' 45.38' 86.97' N 38*45'10" W 33-15.30"
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PROJECT LOCATION
CONTROL POINT
7061171,2026 N
11579849.2867 E
Elevation 581.0
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PROJECT LOCATION
CONTROL POINT
j 7061165.1190 N
11579879.3765 E
/
I Elevation 581.0
I
57 74
If
6 5
-
`t. 578
'Z,i
>�
LIMITS OF CLEARING `�>` 586 I \ 1
(Do not remove trees beyond these limits) 588
_
I' / J :ij:K kv<:• .,I 'i \ :•fir / \
vow:: OXIDATIONDITCH
U7URL
,; SLUDGEF-01
ClAHfIERS
HOLDING
i I I TANK
HEADWORKS
BUILDING --;' 'r : A,I F Fr< i �-
':;h.;:i. sY SOLIDS
PROCESSING
BUILDING
OXIDATION `S
'
DITCHS _ SLUDGE
• HOLDING
TANK I I it
-- ---- vK ''s '
I I F(/IURF
CIARIFIERS
PLANT SITE
PUMPING
STATION
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CONTROL
j BUILDING l i
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800 �i
598
STANDBY
GENERATOR - -- --------- ----- — - _ _— ---- - '- _ - ,
596
- 582- ---------------
'
/ 580 578 - 576 574 / 572 5�0
592 __. 590 ; 588, -.586 .584 --.582. , t ry " ¢ 5y1 ?
---2'---- Varies - - . ._.-..- -j- -2'--- -
See Site
Plan
Proposed Grade
3:1 " r: 1I4":1' 1 /4" 1' - " / Existing Grade
- - - - _ i 1' --- 1 . i i'
--- --_ 37
Ditch Treatment j'
(As Required)
16"min. - - - - - - - - -
Slope Material ROADWAYS
0 % - 3 % Sod Or Seed & Mulch Inside plant site Well Compacted Fill
3 °o - 10 % Jute Matting Or Rip Rap 3 inches I 1 -A
Over 10 % Rip Rap 6 inches 21 A
TYPICAL ROADWAY SECTION
not to scale
REVISION
BY
APP
DATE
1
Added one hundred year flood plain elevation
ERS
ERS
18 May 01
i 2 .
Added odor control module
ERS
ERS
24 Aug 01
3
Relocated Future Clarifiers
ERS
ERS
15 Dec 04
4
Added Landscape Screening Detail
ERS
ERS
17 Dec 04
/5�
Revised Oxidation Ditch Layout
ERS
ERS
24 Dec 04
Project Number: 0100
Date: April, 2001
Designed By: ERS
Approved By: ERS
GRADING PLAN
SCALE 1" 20'
-1--- 4-
2 -
1
2 inches SM -2A Asphalt
4 inches 21 B Aggregate
TYPICAL WALKWAY SECTION
not to scale
r'
0 W
i
'D 568' 566-
----564- -562 •-5 _ _ 60 \ � i
,I, I
� 1
,
\ 558
I
70
UL TRA VIOLET
DISINFECTION
CASCADE
AERATOR
QD
I
REUSE Q
PUMP`'Y
STATION
566
568
564 562
556
Z� 562 One hundred year flood plain elevation (pre impoundment)
Taken from NFIP Map 510063 0200B
4" - -
_:
--6 x 6 WWF
4 inches 21 B Aggregate
TYPICAL SIDEWALK SECTION
not to scale
117 East Piccadilly Street
inchester, Virginia 22601
0 C 01de Greenwich Drive
Fredericksburg, Virginia 22401
Eastern Red Cedar or \ II
Leyland Cypress �:L_
-2'
--3'---3'
2'
_3'_.-L2'-..2'
I
--3'-
�
3'--
`
(4' minimum height) ,� -
%`_
i
-
Pin Oak or Red Maple
it
r
LANDSCAPE SCREEN DETAIL
not to scale
CROOKED RUN WASTEWATER RECLAMATION FACILITY
FREDERIDK COUNTY
VIRGINIA.
554_
0
IIJ
j.,
J
PROJECT LOCATION
CONTROL POINT
7061171.2026 N
11579849.2867 E
Elevation 581.0
387,06' N 780 42'58" W PROPOSED PROPERTY LINE
*7
89,-811
120 LF
Chain
Link
Fencing
77-1
,
O
OXIDATION
---
1
PROJECT LOCATION
CONTROL POINT
7061165.1190 N
11579879.3765 E
Elevation 581.0
-*7
- --- ---
20'---
Entrance 150 LF
Gate Chain
Link
Fencing
-= lwmmwlmp�
0 •Ml' i 3'Man gate
7OLF
Chain
CASCADE Link
I ULTRAVIOLET AERATOR 'Fencin
DISINFECTION
540 S-F-
lu
DITCH �- --. �-- O
Rrun
GIARIFIFRS
SLUDGE
fX 1-
HOLDING
TANK
L4
K.., NXX
HEADWORKS
SOLIDS
BUILDING (f Iff,
PROCESSING
BUILDING
630 SF
OXIDATION
SLUDGE 1296 SF
170 LF DITCH
HOLDING
Chain
TANK
ANK
Fencing
FY
--1 . - DT
8'- 6 S
6" CURB BLOCKS REQUIRED
16'- 0"
LJ
CONTROL
CONTROL BUILDING
34'- 0" %
BUILDING
PUMPING
680 SF
S TA TION
6iai
TRANSFORMER
PROVIDE 8'A T GRADE OPENING FOR
0"
50'
STANDBY
GENERATOR HANDICAPPED ACCESSIBILITY
- - ---- - -------- FOR LANDSCAPE SCREEN DETAIL AND LOCATION SEE SHEET 2
EXISTING PROPERTY LINE N 780 42'58" W
ALL PROPOSED UTILITY LINES EXTENDED TO
THE SITE ARE TO BE PLACE UNDERGROUND
STAKEOUT PLAN
SCALE 1 " = 20'
0- 0"R
REUSE
PUMP
STATION
60 LF
Chain
Link
Fencing
3
I Chain
Link
encing
--0
PLANTING SCHEDULE
BOTANICAL
COMMON NAME
SIZE
SPACING
QUANTITY
A CER RUSRUM
RED MAPLE
2" CAL. (9 6" HIGH
AS SHOWN
4
O
OUERCUS PAL USTRIS
PIN OAK
2" CAL. 0 6 " HIGH
AS SHOWN
4
9 gage
T- 0-
2' —1,
3 -01
—12'o
END VIEW W
POST
NOTE: SVC Fabric S,,1ee-19 Vlt—1
12-0, M-imum 2 inch gap,,, fence work
7
gatos 2 1/2'
RM14
3 o
galvanized #9 gaga3/8'o " , 7 2 inch n wire mesh
GATE r V,.dand barbed edge,
dL�spare2"mdl'"d bo!tom
c.Ihot dip
-GS ,P me post
FENCE CORNE4
SITE FENCING
NTS
0
LO
.:N
W
z
iii
la
UJ
REVISION BY APP DATE
Project Number: 0100
Date: April, 2001
Designed By: ERS
117 Fast Piccadilly Street
Winchcster, Virginia '11601
0. 4. .1 M'.
0 X�.
t
150 C Olde Greenwich DrINIC
Fredericksburg, Vii-(),'n'a 22401
CROOKED RUN WASTEWATER RECLAMATION FACILITY
SITE PLAN AND STAKEOUT
FREDERICK COUNTY VIRGINIA
Sheet
4
of
4
Added fencing detail ERS ERS 24 Jul 01
Added odor control module ERS ERS 24 Aug 01
L3
Relocated future calrifiers ERS ERS 14 Dec 04
Revised Oxidation Ditch Layout ERS ERS 24 Dec 04
L4
Approved By: ERS
concrete pad
l'-6' dia. x 6° deep
finished
grade
4"stone—J I
screw type
g�_
ncn 1 hn,"Il
STANDARD
24' select
backfill
6, All backfill to be compacted to
95% of ASTM D698 maximum
density.
6-
FIELD COORDINATE CONNECTIONS TO EXISTING concrete
adjustable valve box
WATER
fl� /v �rt PIPING
46°min. 24'select 24' select
UVATER MAIN AND FORCE MAIN P"IH�ING -. backfill backfill
location marker ^' o
LIMIT OF PIPING CONTRACT
_ L L
stone valve restrained � stone - 6
joint restraints to main
.' 1/2O.D. 1/20D
concrete L 6" stone 6'
:<{;:{;�•;;:•;:;;;;{;•: CONCRETE CRADLE CONCRETE ARCH
t general backfill
8 inch 45°bend _ Frr ,, ; ....., ; ..,. ::::.
10" PVC Force Main
fire hydrant assembly stone 16"to24"-"� 8x8k16'solidblock
6 PVC Force Main (for valves 12' and larger)
8 .......
........
8'
6 inch 90° bend
lect
P v 25 feet - 16 inch spiral welded steel backfill
.) casing (0.25" tkns.) Note: this detail is also used for butterfly valves
8"
PVC Potable Water
/ J 6.
10 inch 90° bend
8 inch 451 bend /
IF 25 feet - 20 inch spiral welded steel casing (0. 375" tkns.) concrete 6"
Flvi
10 inch 45° bend CONCRETE ENCASEMENT
8 inch 451 bend 8" PVC Potable Water 12" DIP Gravity Sewer --, GATE VALVE TRENCH & BEDDING
6 inch 45°bend -9- SEP os -1- SEP05
314- t.,,l�r
10' ;
6 PVC Force Main
— 45 feet - concrete encasement 12" DIP Gravity Sewer
10 Inch 45° bend
-- FM --,=r,�----- -- Stilling Manhole /�---
8 inch 45° bend MH3 ULTRAVIOLET 12" DIP Gravity Sewer
MH2 DISINFECTION
10 inch 45 bend 10 PVC Force Main MH1 12" DIP Gravity Sewer_ _ _ _ _ : Ar 12 DIP Gravity Sewer-------- -f' -CS_ - -
- - - - - ---- ✓!— k' iT
10 inch 451 bend yCASCADE
kt AERATOR
12' PW 314" PVC Potable Water 4o feet 12 inch _ r _) I
spiral welded 1." PVC RBUSe Water „
i
-=-steel casing—
(0.25" tkns.)
4" PVC Reuse Water
hinny, 4 X 1 tee
,, �t'�' , 12 DIP Gravity Sewer
ICI
Np 81 PVC Gravity Sewer%
-----
-
SOLIDS
REUSE
O`
'
PROCESSING
BUILDING
'fill: 1 112" PVC Sump Discharge
PUMP
STATION
10 x 6 reducer v ::v<<: I i
fO x 10 Tee lllill°h.:.,
Two 10 inch 901 bends N.
OXIDATION TRANSFER SLUDGE
— —__
DITCH
PUMPING r HOLDING
- HEADWORKS ;; STATION TANK !'
fire hydrant assembly 6 BUILDING 4 x 2 reducer
`?: l PLANT SITE
PUMPING
STATION
poll
1 ._. NPNP_F40— =
2 PVC, Reuse Water
1'
1 112" PVC Force Main 4" PVC Force Main
1` PVC Potable Water
- _ ,=, ,
8 inch gate valve and box — - -
one length of pipe FM
� 6
Blowoff Assembly
7, CONTROL
BUILDING
CONTROL
BUILDING
PUMPING
STATION
0
4" PVC Sanitary Waste
U
TRANSFORMER
STANDBY
GENERATOR
PIPING SCHEDULE
TYPE MATERIAL SPECIFICATION
GRAVITY SEWER Ductile Iron Class 52
FORCE MAIN PVC SDR 21
NON POTABLE WATER PVC Schedule 40
POTABLE WATER PVC SDR 21 (8")
POLYETHYLENE 200 PSI CTS(1" & 3/4")
REVISION BY APP DATE Project Number: 0100
2- Mr=V.5�0 ��� s�- cd .� c�Ts f2A1 �► ��$" Date: April, 2001
Designed y: ERS
Approved By: ERS
PIPING PLAN
SCALE 1" - 20'
a
tunnel liner
SIZES REQUIRED
CARRIER PIPE
CASING PIPE
Wall
Dia. (')
Dia. (') /
Thickness (°)
4 or less
12
.250
6
16
.250
8
18
.375
10
20
.375
12
24
.250
14
24
.375
15
24
.375
16
30
.500
18
30
.5m
20
36
.500
21
36
.500
24
36
.W0
( for
larger pipe use tunnel finer)
/ 1
t 1
SECTION
NOTES:
1. Separation of carrier pipe from casing pipe shall be by
manufactured steel and/or plastic casing spacers.
2. Spacers shall be placed on spigot end within 6 inches of
connection to bell; then 2 spacers evenly placed on length
of pipe.
3. WATER SERVICE LATERALS
a) Casing pipe shall be SCH 40 PVC or SDR 21
1) 3' diameter pipe for 1'service lines
2) 6' diameter pipe for 2' service lines
b) No spacers or sand fill to be installed
as required
finished
grade
2' min.
stone to be
minimum of 6'
above top of base
stone
140 steel
concrete
rd yellow
T
a:
El
nent
pad V-6' d'+a. z 6' deep
,V' -- 4'stone
screw type
adjustable
valve box i—locator marker
------------------------------ -----------
mechanical ]ant
swivel tee with
6• branch
HIGHWAY CROSSING FIRE HYDRANT ASSEMBLY
-5- SEP 05 -10- SEP 05
117 East PIccadiIIN- Street
inchester, Virginia 22601
0 C Olde GreenN ich Dri\ c
Fredericksburg, Virginia 22401
I OVA 0 A a.I
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8' x 3/4' or 3/4'
18 in. Dia
Non -Traffic
74M32CRG
Traffic
A32HH-T
1 •
24 in. Dia
Non -Traffic
MC-30 (Frame) WITH RML-1-T (rop Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
meter box
and cover
-sidewalk 5 ft -
�;\
18,21 • �
finished
3'stone ���---------���N
grade
surrounding
box
1' CTS
polyethylene
tubing (PET) 200
with SS inserts
7.
psi
at all connections
}
saddle with
Corp stop <
Opposite Side
12 gauge insulated
copper wire for line
tracing, taped at 10
foot intervals
treated 2 x 4' with
finished top 6' painted blue
-\ _T
grade
_Z 1 24 1 °
r
meter by
F.C.S.A.
3W
38
12-
..............
........ c \
..........:::.
..............
7.
=�•8'min.'�� u't� 8 min
Same Side 1' coupling
(PJ X FIP) C14-44
with SS insert and
MIP plastic plug
COPPERSETTER
meter
size
Opposite Side
Same Side
5/8' x 314'
VBHC72-18WD-44-44•B4
VBHC82-10WD 4444B4
3/4'
VBHC72-18WD4444-B4
VBHC82-18WDA4-44B4
1'
VBHC7415WD-44.44B4
- N/A -
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a) Encase in X diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around oorp.
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve].
5/8" x 3/4", 3/4" AND 1" METER INSTALLATION
-7- SEP 05
4
I
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1 COMP
LETED ED INTSOTRALLATION OF LATHE U11UTYY S tdALL -S AND ALL OTHER! IMPPRRO�ENPTSS SHOWN OR I PUEINDCAS NECESSARY�FnOR THE
THE
APASODFCST�CNOGADEPTRORIN RNIACE WO
PUCABLE S S AND CONSTRUCTION F TgEVIRINIDEPARTMENT OF TRANSPORTATION, VIGIIA
DEPARTMENT OFAPTEDETLCOEE�GUBURFOE�SOCCHA_
2. THE ENGINEER HAS KfitMPTEDOOCATEEXISTINSSACUTILITIES- MY EXIST THAT ARE NOT SHOWN.
THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID 6AMAGE TO ANY UTILITIES. ANY DAMAGE SHAD. BE THE
CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CAL_ 'MISS
UTILITY" 1-800-552-7001.
3. Bl THE CONTVERIFIED
IN THE FIELDHALL S BY EACH CONTRACTOROPRIOR CONSTRUCTION
THE WORK. THE ENGINE R WILL ELEVATIONS
LOCATIONS
CUT SH ETAS.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO
THE ATTENTION OF THE ENGINEER AND/OR THE OWNER.
5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT
CONDITIONS IMPOSED.
6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING STRUCTURES AND START OF CONSTRUCTION.
ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERUNE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION.
1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THiS PERMIT CAN BE OBTAINED FROM THE
FREDERICK COUNTY PUBLIC WORKS DEPARTMENT.
2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WiTH THE VIRGiNIA
EROSION CONTROL GUIDEUNES AND LOCAL ORDINANCES AND TO BE UTTUZED DURING THE CONSTRUCTION PERIOD.
3. 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 EARUEST POSSIBLE DATE AFTER ESTABUSHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS
WHEN CONSTRUCTION IS NOT IN PROGRESS.
4. CONTRACTOR TO CLEAN P U AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPL.EZiON OF PIPE -LAYING IN THE AFFECTED AREA
5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 6' TOPS01
FERTILIZED SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROM E A
GOOD LAWfd QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE OISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.
FIRE & UE
1. BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHAL BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED.
2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL 11MES DURING CONSTRUCTION. TEMPORARY STREET SIGNS AND
ADDRESSES MUST BE POSTED AS CONSTRUCTION BEGINS. PARKED VEHICLES AND STAGING OF CONSTRUCTION MATERIALS ARE PROHIBITED
WITHIN 20' OF ARE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME.
1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM.
2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VAUD FOR TWO YEARS FROM DATE OF FCSA APPROVAL
3. WATER AND SEWER ONES ARE TO BE CONSTRUCTED IN ACCORDANCE WiTH THESE PLANS AND SHAH MEET All AUTHORITY REQUIREMENTS.
4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPEC11ON BY, THE AUTHORITY.
5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW UNE:
A THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL
B� THE DEVELOPER/CONTRACTOR MUST:
1. MAKE APPUCATTON AND PAY DEPOSIT
2. MARK THE TAP LOCATION
6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER UNE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE
7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW ONES ARE TO BE COORDINATED WiTH THE AUTHORITY'S
INSPECTOR.
8. THE AUTHORITYS MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE.
iT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
BEFORE A PERMANENT METER IS INSTALLED:
A THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY AUGNED WITH THE COPPERSETTER.
B THE FRAME AND COVER SHALL BE SET TO FINAL GRADE.
C THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES.
D ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER.
9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WiTH THE AUTHORITYS ENGINEERING ASSISTANT.
B AN APPU TION CA FOR SERVICE MUST BE MADE AND FEES PAD BEFORE WORK WILL BEGIN.
C THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8', 3/4' AND 1' WATER SERVICES.
D FOR ALL 1 ' AND 2' WA S '� TER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY
UNE THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL
THE METER.
E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
9. ANY WATER SERVICE UNE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED).
THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013.
10. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR
DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047.
RADIO READ REMOTES ARE REQUIRED.
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VICINITY MAP
SCALE: 1 " = 2000'
P.atton H arris Rust & Associatespc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601
T 540-667.2139
F 540.665.0493
SHEET
TITLE
1
COVER SHEET
2
KEY PLAN
3
GRADING PLAN
4
SITE PLAN
4A
PIPING PLAN
4B
PiPING PROFILE
'' 1 1 i,. 1 1•'' l' 1 1 ' 1 am,
Site Plan ApprovalValidforYears1 Date Shown1'1'-
rV
F.3
DEVELOPER: OXBRIDGE DEVELOPMENT AT SHENANDOAH, LC
600 JEFFERSON PLAZA
SUITE 550
ROCKVILLE, MARYLAND 20652
(301) 294-4150
FREDERICK r OR
PO BOX 1877
'�V
C
�s Sheet Number 1 of
PLANS REVISED PER COUNTY PLANNING COMMENTS 9114105
0
PLANS REVISED PER FCSA COMMENTS 1013105 SITE PLAN FOR CROOKED RUN WASTEWATER
RECLAMATION FACILITY AT SHENANDOAH
FREDERICK COUNTY, VIRGINIA
PROdECP SUMMARY
TAX IDENTIFICATION NUMBER 87-A-103
EXISTING PARCEL AREA 770.61 ACRES
DEVELOPED PARCEL AREA 4.0174 ACRES
ZONING R5
ADDRESS CRAPPIE DR.
CURRENT USE VACANT
PROPOSED USE WASTE WATER TREATMENT PLANT
DISTURBED AREA 2.5 ACRES
S REQUIRED PROVII Q
FRONT (CRAPPIE) 60, 89'
SIDE 15' 195'
REAR 50' 50'
PARKING 5' 25'
BUILDING HEIGHT 35' (MAX.) 15'
MOUND FLOOR AREA 600 SQ.FT.
NUMBER OF STORIES 1
FAR ALLOWED 1
FAR PROVIDED 0.019
MINIMUM LANDSCAPED AREA 0.60 AC. (15%)
LANDSCAPED AREA PROMDED 1.52 AC. (38%)
PARKING REWI PROMD Q
STANW SPACES (1/300 SF) 2 3
HANDICAP SPACES 1 1
LOADING SPACES 0 0
TOTAL SPACES PROMDED 3 4
PARKING LANDSCAPING
PAVEMENT AREA 14,164 S.F.
PAVEMENT TREES REQUIRED 7 0 1/2000 SO. FT.
PAVEMENT TREES PROVIDED 7
INTERIOR TREES REQUIRED 1 (01/10 SP.)
INT9" TREES PROVIDED 1
TOTAL TREES REQUIRED 8
TOTAL TREES PROVIDED 8
NOTES:
1. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE
2. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM
EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE.
3. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EAST.
4. ALL ARE LANES TO BE MARKED AND POSTED PER FRIEDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
5. ALL UTILITIES TO BE PLACED UNDERGROUND
6.HAWCAPPED SPACES ANO ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
7. HANDICAPPED ACCESS SHALL MET ANSI 117.1 SECTION 4.1
8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35. MAX. SIGN AREA= 150 S.F.
9. F•IRE.ANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.Q.C.
THE STRIPING CURB PAINTING AND "AGE SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL
10. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING
SERVICE
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PROPOSED WWTP.
N/F
NORMAN N. & CONSTANCE H. TOLKAN
93-A-77
USE: AGRICULTURAL
DB 312 Pg. 208
4379
• i w )maim
I
I N/F SE
OAK RIDGE PROPERTIES, INC.
86-A-27 3D
USE: AGRICULTURAL
DB 604 Pg. 792
1 LAM 00-",
N 02'59'34" E
159.32'
N/F
NORMAN N. & CONSTANCE H. TOLKAN
93-A-77
USE: AGRICULTURAL
DB 312 Pg. 208
ESQ
• �� Q� u I
I
Y. V
E PNi4SE 1 LN
ALBERT & TERRI GRADY
94A-1-11-20
USE: VACANT
N/F
MARY M. GRADY
94A-1-10-11
USE: VACANT
MARY M. GRADY
94A-1-1-12 --"
USE: VACANT
NORTH RI DIST.,
TO FRONT 1ROYAct
N 58'03'25" W __�
231.81'
s
N 55'22'55" W
219.72'
S 72'59'02" W
57.66'
z
v:
cn
ROY S. & MARGARET I.
MADIGAN
86-A-223
DB 274 Pg. 52
N 35'25'10"
T
N
N
ELIZABETH CAMPBELL C
ESTATE
BOBBY W. & GLADYS E. s`
GIBSON
86-A-273C
DB 581 Pg. 792 �I
C4
cn
-7
N 44. 2
li
E 1740.1,41
_`7 0 \ O
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764 E
S 9'304"
cn J i-_.____RIQ,l2.-aVP.sz1Y-t19►>F.,-w..___._.� -.,✓ � -`.�� tw
VV i N 49' '14" W S 34'41 19 w
86 92' 1
N 80'5 24" W
f 57. N/F z
ti J. DAVID & DIRMA V. HEADLEY �
87-A-105 �+ "
S 8 E� (n±
70.76' m GiF
70.76cn USE: RESIDENTIAL
r'p DB 391 Pg. 514
rn� S 84'51'26" W
101.20'
/
N 84'51E rn N 76'37'34" W
'2�"
94.18 98A 4'
cn 1 S 7637'34" E' N BOYD D. & CANDACE L RITTER N� z
c 80.26' ESE C CO N 34'41'19" E 87-A-107 (A L GLAI -AIiI bJAS80, INC. w I
/1oU z 350.00' USE: RESIDENTIAL m USE: VACANT
m °N° E (� U DB 645 Pg. 855 w (A
W V m
tTl N N N N
666.33' PARCEL FOUR rn
14.025 AC.
34*46 • N/F O
480.
AVID A. HEADLEY :'
W S 34'46'16" W 87-A-103A
80.78' JEFFREY E. WIWAMS 134.92' USE: RESIDENTIAL S 34'46'16" W
DB 568 Pg. 105 U
• S.
� O U i E 21 Pg. 295504.33'
do (� 60 522/340
RAW)
o 07 p
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s
9 9
s�Fs s
J
7 406.60' N 34'33' 15"
.� 763.83'
R
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N
v,
N/F
JOHN M. & LILLIAN G. LEIGHT
86-A-218
DB 426 Pg. 121
N/F
MILTON K. & BEATRICE I. APPERSON
87-A-15
DB 263 Pg. 183
S 2855'S1" V�
N/F
SANDY'S MOBIL HOME COURT, INC.
87-A-95
USE: ' RESIDEN T1AL
DB 837 Pg. 1554
N/F
ROSALIE B. CHAMBLIN
27-A-12
DB 65 Pg. 39 (C)
/'2�1 t
0
i t
PARCEL SIX
137.284 AC.
Qd. ROAD CURVE DATA
CURVE DELTA RADIUS TANGENT ARC CHORD
CI 2510 24' 190.00, 42.42' 83.48' 82.91'
C2 43137'08" 155.00' 61.24' 116.65' 113.91,
C3 8132*17' 300.00' 258.67' 426.93' 391.81'
C4 3118'44" 580.00, 162.64' 31 Z 14' 313.20'
C5 3603'09" 370.00' 120.41' 232.82' 229.00'
C6 37'19'12' 300,00' 101.31' 195.41' 191.9T
C7 1307*35' 200.00' 231.01' 45.82' 45.72'
C8 84 40'13" 275.00' 250.54' 406.39' 370.41'
C9 31'1538" 1375.00' 384.69' 750.20' 740.93'
CIO 1900'25" 450.00' 75.33' 149.28' 148.60'
C11 03'38'13' 600.00' 19.05' 38.09' 38.08'
C12 1413'26" 600.00' 74.86' 148.95' 148.57'
C13 16 33 08' 875.00' 127.28' 252.78' 251.90'
C14 0435'36' 1000.00, 40.11' 80.17' 80.15'
C15 041?'39' 2400.00' 89.98' 179.87' 179.83'
C16 0872'16" 2000.00' 146.37' 292.21' 291.45'
C17 30 4552' 300.00' 82.53' 161.08' 159.15'
C18 1818'25" ".IV, M34' 95.85' 95.45'
C19 1439 48" 2800.00' 360.26' 716.59' 714.64'
C20 3707'06' 2-25 00' 75.54' 145. 76' 143.23'
C21 07'4220' 1550.00' 104.39' 208.46' 208.3O'
C22 97.46.28' 100.00' 114.58' 170.65' 150.68'
C23 5700'20' 200.00' 108.60' 198.99, 190.88'
C24 28 4652' 1000.00' 256.58' 502.33' 497.06'
C25 30'2627' 200.00' 299.28' 584.42' 577.57'
C26 59 54 57' 200.00' 115.27' 209.15' 199.75'
C27 29 29'07' 51.00' 13.42' 26.25' 25.96'
C28 44'49 37' 225.00' 92.80' 176.03' 171.58'
C29 1210'43' 1375.00' 146.69' 292.27' 291.72'
C30 5913'19" 1000.00' 568.33' 1033.62' 988.22'
C31 24'4438' 175.00' 38.39' 75.58' 74.99'
C32 6308 37' 100.00' 61.45' 110.21' 104.71'
C33 104'33'59' 100.00' 129.31' 182.50' 158.21'
C34 36 30'39" 107.00' 35.29' 68.18' 67.04'
C35 72'17'10" 57.00' 41.63' 71.91' 67.24'
C36 95 4748" 57.00' 63.08' 95.30' 84.58'
C37 25 4546' 145.00' 33.16' 65.20' 64.65'
C38 1857*05' 295.00' 49.24' 97.58' 97.13'
C39 16105'43" 70.00' 420.45' 196.81' 138.10'
C40 1308'48' 110.00' 1268' 25.24' 25.18'
C41 1416'09" 107.00' 13.39' 26.65' 26.58'
C42 7107'13' 18200 130.11 225.91 211.69
C43 135244" 302.00 36.76 73.15 72.98
C44 070021" 349.00 21.36 42.67 42.65
C45 3653'32" 150.00 50.03 96.58 94.92
C46 47'5754" 226.00 88.94 169.47 165.53
C47 1030457" 246.00 309.72 442.59 385.26
C48 30 47'17" 401.00 110.41 215.48 212.90
C49 32'1424" 350.00 101.16 196.94 194.36
3522.73' 41
01
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0
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rn
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GARY A. BOLYARD
rn 87-A-101
DB 920 Pg. 1000
\` o ROGER G. CLARK
co 0 87-A-100
'^ " DB 930 Pg. 1325
-; •--_ S 1 2 ''I LOYp L. & SHIRLEY J. LEE
87-A-98
DB 929 Pg. 1718
N/F
2832 28' BERNICE A. RAPCZYK, TRUSTEE
87-A-97 & 97A
NST. #030004781
N/F
\RALPH L. & STELLA M. CATETT
87-A-96A
DB 627 Pg. 389
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ON-41S�--FRE9EF21 CO15
ED ' S 2431'14" W N/F
-OPT L JOHN F. JR. & LILLIAN M. DAVIS
.EPi DI 27-A-14
N USE: RESIDENTIAL
m DS 160 Pg. 354 (C)
"SE 1 WATN�R
J N
196.00 ^' 0
S 27'07'4Lm
W EXTEMM`' a'
N Z m
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ON NO
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rn g 405.39' ••
S 27"09 16 W• S 27'08 05 W Tb DOUBLE TOLLGATE•, -
S 27'08'48" W N/F CURVE TABLE
' 323.16' WAM L. & JO ANN FRANCIS
-S 27'09.16" W N/F 27-A-13 CURVE RADIUS LENGTH TANGENT I CHORD BEARING DELTA
388.10' CLEVELAND WILSON DB 168 Pg. 22 (C) 1 2866.84' 612.66' 307.50' 611.49' S 35'30'04" E 12*14'40"
& GLORIA J. SETTLE 2 5674.58' 604.47' 302.52' 604.18' S 31'43'10" W 06'06'12"
27-A-15 3 11514.16' 363.35' 181.69' 363.33' S 33'52'02" W 01*48'29"
B 139 Pg. 423 (C) 4 50.01' 36.60' 19.16' 35.79' N 34'25'02" W 41'55'46"
5 151.95' 88.20' 45.38' 86.97' N 38'45'10" W 33*15'30"
GRAPHIC SCALE: 1 " = 500'
500 0 500 1000
million
million
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90 5�8 586 584 582
PROJECT LOCATION
1UN
CONTROL POINT
7061171.2026 N
11579849.2867 E
Elevation 581.0
60 V V
t
J -
Z
LIMITS OF CLEARING
586
(Do not remove trees beyond these limits)
588
171
A
OXIDATION'
o
DITCH
SLUDGE
%� I HOLDING
TANK
Z5\
HEADWORKS
BUILDING
SOLIDS
77
PROCESSING
BUILDING
OXIDATION
SLUDGE
DITCH
HOLDING
TANK
IN
.X
J - PLANT SITE
PUMPING
STATION
L4
II I
- — --------- -----------
14
CONTROL
BUILDING
CONTROL
BUILDING
PUMPING
STATION
I /2`\
rl
PROJECT LOCATION
CONTROL POINT
/7061165.1190 N
1 11579879.3765 E
I i Elevation 581.0
576 514 572 510
578
Z,
/
�
I
FUTURE
570
1k)
/3\
'IURr
C�IAHIFXRS
TRANSFORMER
600
598_ — - ----- �. % /
588
STANDBY
GENERATOR — -------- -----
596 Z" 584 ZZ
l-
594 Z
580 578 576 z 574 572 570
01"o *01
r J, 592 ----590 588---586-- 584 01 010
e
14,
"o �D
Varies
2
See Site
Plan
,Proposed Grade
Existing Grade
i
3:1 1/4": 11
Ditch Treatment
(As Required)
16" min.
Slope Material 'ROADWAYS
0%3% Sod Or Seed & Mulch Inside plant site Well Compacted Fill
--
3%-10% Jute Matting Or Rip Rap 3 inches IM 1 A6 inches 21 A
Over 10 % Rip Rap
TYPICAL ROADWAY SECTION
not to scale
REVISION
BY
APP
DATE
Added one hundred year flood plain elevation
ERS
ERS
18 May 01
Added odor control module
ERS
ERS
24 Aug 01
Relocated Future Clarifiers
ERS
ERS
15 Dec 04
Added Landscape Screening Detail
ERS
ERS
17 Dec 04
Revised Oxidation Ditch Layout
ERS
ERS
24 Dec 04
Project Number:
Date:
Designed By:
Approved By:
GRADING PLAN
SCALE 1 " = 20'
4 -------
2 inches SM -2A Asphalt
4 inches 21 6 Aggregate
TYPICAL WALKWAY SECTION
not to scale
April, 2001
ERS
t M
ERS
568' `--'566'-----564--'562-��--560
14
558
CACADE
I// TPA mni FT AERATOR
560
560
566
568
564 562 1
556
A\ 562 One hundred year flood plain elevation (pre impoundment)
Taken from NF/P Map 510063 0200B
4"
4 inches 21 B Aggregate 6x6WWF
TYPICAL SIDEWALK SECTION
not to scale
117 East Piccadilly Street
inchester, Virginia 22601
0 C 01de Greenwich Drive
Fredericksburg, Virginia 22401
1913:1
- --
----- 10
---10
-2'-
.2'-
.2'.
--3'- -
3'---
2'
.---1
-2'
-3'-- 3'-
--2'.
--.3'---
LANDSCAPE SCREEN DETAIL
riot to scale
illpiijli P
Eastern Red Cedar or
Leyland Cypress
(4' minimum height)
Pin Oak or Red Maple ------- ---
VIRGINIA
CD
554
8 inch 45° bend F
concrete pad
V-6" dia. x 6" deep
finished
grade
4"stone--r
screw type
FIELD COORDINATE CONNECTIONS TO EXISTING adjustable valve box
48' min.
WATER MAIN AND FORCE MAIN PIPING
location marker
LIMIT OF PIPING CONTRACT stone valve restrained
- ---:: ---: to man
joint restraints
...........
8 inch 451bend
.. ................. :%j'g :et; ........,...,..............
:. :..................................... ..........................
............................. ...........................
fire h diant assemb!y 10" PVC Force Main
y ' stone 18' to 24" —') 8 x 8'x 16" solid block
6 P VC Force Main (for valves 12' and larger)
6 inch 90° bend
25 feet - 16 inch spiral welded steel
/� P:v ( casing0.25" tkns.
8 P VC i Potable Water J ) Note: this detail is also used for butterfly valves
J 8 inch 45° bend 10 inch 901 bend
F/s
FM25 feet - 20 inch spiral welded steel casing (0.375" tkns.)
10 inch 450 bend
8 inch 45° bend 8" PVC.' Potable Water ! 12" DIP Gravity Sewer - GATE VALVE
----- I r ---------------- r--------- --
,\O 6 inch 450 bend -9-
6 PVC Force Main 10 inch 45°bend 45 feet concrete encasement 12" DIP Gravity Sewer
R11-
- Stilling Manhole
10 inch 451 bend 10" PVC Force Main MH2 MH3 ULTRAVIOLET 12"' DIP Gravity Sewer
MH1 cs— 12" DIP Gravity Sewer_ 12" DIP Gravity Sewer ai -- SINFECT
-
- - i) iif0
10 inch 45° bend
._.. ---.T A i
12 _ P 3/4 PVC 40 feet - 12 inch CASCADE
w Potable Water spiral welded ' �." PVC Reuse Waterr -i �� AERATOR
steel casing t �)
0.25" tkns.
:.
--------- 4" PVC Reuse Water
4x 1 tee' NP ,.8" PVC Gravity Sewer
-z - SOLIDS REUSE
PROCESSING PUMP
BUILDING 1 112" PVC Sump Discharge STATION
10 x 6 reducer ' te_< 1 I t- 1- :; 7 na
;71F 1 _ 11 .:
10 x 10 Tee
Two 10 inch 90° bends ( OXIDATION SL UDGE
`—- TRANSFER
HEADWORKS I DITCH PUMPING h
fire hydrant assembly 6 BUILDING STATION
i.,I�
4 x 2 reducer „rl„rr
-—j cinrru if
1
PLANT SITE
PUMPING
STATION
2" PVC Reuse Water 1,
1 1/2" PVC Force Main 4" PVC Force Main
1 " PVC Potable Water
F; -
8 inch gate valve and box
one length of pipe F1,
6'
Blowoff Assembly _
CONTROL
% BUILDING
CONTROL
BUILDING
PUMPING
STATION o
4" PVC Sanitary Waste
TRANSFORMER
STANDBY
GENERATOR
PIPING SCHEDULE
TYPE MATERIAL SPECIFICATION
GRAVITY SEWER Ductile Iron Class 52
FORCE MAIN PVC SDR 21
NON POTABLE WATER PVC Schedule 40
POTABLE WATER PVC SDR 21 (8")
POLYETHYLENE 200 PSI CTS(1" & 3/4")
REVISION BY APP DATE Project Nu0100
� R�vtsE.> ��►2 FcS,4 coltrtw���rS �izS 10 4 Number:
Z tLev• s i:1 �. coL os Date: April, 2001
Designed y: ERS
Approved By: ER
PIPING PLAN
SCALE 1 " = 20'
tunnel liner
SiZES REQUIRED
CARRIER PIPE
CASING PIPE
C
Dia. (")
Dia. (') J
Thickness (°)
4 or less
12
.250
6
16
.250
8
18
.375
SECTION
10
20
.375
NOTES:
12
24
250
1. Separation of carrier pipe from casing pipe shall be by
14
24
.375
manufactured steel and/or plastic casing spacers.
15
24
.375
2. Spacers shall be placed on spigot end within 6 inches of
16
30
.500
connection to bell; them 2 spacers evenly placed on length
18
30
.500
of pipe.
20
36
500
3. WATER SERVICE LATERALS
21
36
500
a) Casing pipe shall be SCH 40 PVC or SDR 21
24
36
500
1) 3' diameter pipe for 1'service tines
2) 6' diameter pipe for 2' service lines
( for
larger pipe use tunnel liner)
b) No spacers or sand fill to be installed
HIGHWAY CROSSING
-5-
SEP 05
117 East Piccadilh� Strect
inchestcr, Virginia 22601
0 C Olde Green vich DrIVC
Frcdcricksburg, Virginia 22401
finished
grade
SEP 05
12" DIP C
6' dia. schedule 40 steel
pipe filled with concrete g
and painted yellow
finished 7
grade 2
a
r
18' dia•-
concrete (•.-1'-6'
encasement C; 3
BOLLARD DETAIL
FIRE HYDRANT ASSEMBLY
-10-
pad 1'-6' dia. x 6' deep
4' stone
r—locator marker
mechanicaljoint
swivel tee with
6' branch
SEP 05
8'
STANDARD
24' select
backfill
6. All backfill to be compacted to
95% of ASTM D698 maximum
density.
6'
24' select
backfill
6'
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8' x 3/4' or 3/4'
18 in. Dia
Non -Traffic
74M32CRG
Traffic
A32HH-T
1'
24 in. Dia
Non -Traffic
MC-30 (Frame) WITH RML-1-T (fop Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
SEP 05
treated 2 x 4' with
meter box top 6' painted blue
and cover finished
-T
grade
�-.—s—\
idewalk
.-� 5ft —� 24' 1
meter by
finished
18•-21' F.C.S.A
3' stone :{ \
grade
surrounding 36'
box '- =' \ 38
} �
1' CTS polyethylene �
tubing (PET) 200
{.
psi with SS inserts .:.. \ 12'
.:i.....{
at ail connections r. 45' :::::::.
.
{
saddle with y ='-8' min. • :8° min. -
C. .
Corp stop `
:•:•:
stone
% Opposite Side
..
12 gauge insulated
/� /✓ /
copper wire for line
Same Side 1' coupling
tracing, taped at 10
(PJ X FIP) C1444
foot intervals
with SS insert and
MIP plastic plug
COPPERS
meter
size
Opposite Side
Same Side
5/8' x 3(4-
VBHC72-18WD-44-44-B4
VBHC82-1(YWD-44 44 B4
3/4"
VBHC72-18WDA444-B4
VBHC82-18WD-44-44-B4
1'
VBHC74-15WD-44-4464
- N/A -
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shalt run from one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box (wrap wire around core.
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve).
5/8" x 3/4", 3/4" AND 1" METER INSTALLATION
-7- SEP 05
i
A
- 48" cover minimum
.......-.._. _.....__... ____._._ _-__.---_.___._.. _-._-_ - _. ..__._-__ ..._._--_.... __ _.. ------....__ __.. - _... _._.. ___._ __..__.._ __.._-___ ___. ._.- _.__-------.. .___._.._.... - _-__..-_.....- - --_----_._ _....__...._. ..._._.. 595
5„5 _ __
W
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o � I
CONTRACTOR T MAINTAIN CONTINUOU
z ASCENDING SLOPE IN THIS AREA '
6-
' s1
590
'_
-- 48" cover minimum
CID
N
Q
585 �Ft s _ _ _. __., �— !�_��---- � � � � 8
¢ s s
o - W
- 8 - Inch PVC SDR 21 = .r. 5 w
580 550
_ :_.. - _._... - -. .-_.... _... -- - _.. _ -.. _._ - _.. - - - -- --- - - - - --- - -- - - - _ __... -- ._ _ ._..._._...._ _... 575
575 _ _ _
STATION 0 15 24 7276 241 261 344 368
PLANT SITE WATER MAIN
SCALE V - 20' (hor)
1 " = 5' (vert)
590 _ _ _ .. - _ - - -_ -
MH1 MH2 MH3 STILLING CASCADE HEADWALL
MANHOLE AERATOR
585 -
..._...`_`_Top 5.43.0
SiY2
- - FINISHED GRADE
03
® Use megalug joint restraints and pipe supports on this run
to Ln Ln 95 feet of 12 - Inch DIP @ 1.5ffi/° � (See detail onsheet 27)
@
5 _ - -- - -- _ - _ _ . - - -_._ ._.. _.. - - --- _ . ---- _ _ _ _ _._
575 C O � o / _.._._------_-. ..._--.._. ..-._..._._--___.. - _ _.. 575
t _ a ULTRAVIOLET
c rcP 5725 DISINFECTION
— Jr
_.
. ,570 TOP �yn � 0.0 . _. TOP ,�, 570.0
570 _ _ _ . _.. ..- _ __ _ - - -._. - .. -- - _ _ . _.. - - - -- - _ _ _-. -- 570
_ -_
Bodo. 555.17
55 feet of 12 - inch DIP @ 17.54%565
565
I
- _ _ - I
-- Top ,� 564.0
1� i
r- N N N N
@`
�
V L0 ur) ��Lo`
C C V
_+arious Sizes of DIP @ 0.00%c
560 - - - _ _ - _ (. - - - 560
> > >
c c >
J�
5 feet of 12 - inch DIP @ 0.00 - ---�T P"55533
/°
LO
-
- --@) - ----- _ - - __ ___ __-- �- - 555
O
N
Approximately 175 feet of 12 - inch MJ DIP @ 2.71 %
to
N
550 550
to
STATION 0 0 + 95 1 + 50 1 + 82 2 + 08 S
REVISION BY APP DATE
2
Project Number:
®ate
Designed i
Approved B
PLANT SEINER PROFILE
SCALE V = 20' (hor)
1" e 5' (vert)
0100
December 2004
V V
O
ERS i
L �
v
ERS
117 East Piccadilly Street
inchester, Virginia 22601
10 C Olde Greenwich Drive
1~rederickshurg, Virginia 22401
FREDERICK COUNTY
1`
ro
c
3+85