HomeMy WebLinkAbout11-00 Site PlanABBREVIATIONS
ASSY
ASSEMBLY
BF
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BSBD.
BASEBOARD
C4G
CURB t GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MOIUENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
LMP
CORRUGATED METAL PIPE
CNPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DDS
DIAMETER
DOWNSPOUT
EDP
EDGE OFFF1 PAVEMENT
FIE
FINIS11E0 FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
FL.S
FIRE LAE SIGN
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE
NCR
HANDICAP RAMP
HB
HOSE BIB
Hat CLIMB
6' HEADER CURB
HP
HIGH POINT
MTR
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
LT
LIGHT
NLP
METAL LIGHT POLE
wn
MULTI -PRODUCT DISPENSER
me
MAIL BOX
HI
MANHOLE
MSP
METAL SIGN POST
NDC
MDSE DOWN CURB
NP.S.
HA PARKING SIGN
NRI
NO RIGHT TURN
NTS
NOT TO SCALE
ONE
OVERHEAD ELECTRIC
ONT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PVMI
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
DRAIN
RRD
ED.
ROOF
R.O.
ROCK OUTCROP
SAN.
SANITARY
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED
TB
THRUST BLOCK
TC
TOP O CURB
TEL
TELEPHONE
TRS
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
VL
WATERLINE
VM
WATER METER
WPP
WOOD POWER POLE
VSP
WOOD SIGN POST
VTP
WOOD TELEPHONE POE
WV
WATER VALVE
5'R
RADIUS IN FEET
x00.00
PROPOSED SPOT ELEVATION
.(00.00)
EXISTING SPOT ELEVATION
FCSA CONSTRUCTION NOTES
I. Voter and sewer Imes are to be constructed in
accordance with these plans. The lines shall additionally
meet oil requirements of the Frederick County Sanitation
Authority.
2. The contractor shall coordinate with, and arrange for
inspection by the Authority,
3. Exact locotbns of water and sewer services on new
lines are to be coordinated with the Authority's inspector.
4. The Sanitation Authority maintenance department is
responsible for the installation of water meters. Before o
permanent meter is set, they require) tithe frons and
cover to be properly aligned with its meter box and yoke
bare
2)the frame and cover to be set to the first grade of
the lett
3)the distance between the top of the cover and the
yoke bar be between 18 and 21 inchesi
Uoll components of the rester box assembly to be In
proper working order.
IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO
HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
5. For water and sewer services that connect to exlSting
lines
A. The location of the service lateral Is to ve
coordinated with the Authority's engbreering assistant. An
application for service must br made and fees paid before
work will begin,
B- The Authority shall furnish end Install oil 5/8'. 3/4',
and 1' water services.
C. For 11/2' and 2' water services, the Authority shall
make the top anal bring the piping
to the property time. The contractor is to furnish and
Ylstoll the meter vault assembly.
The Authority will Install the meter.
D The Authority well install oil sewer laterals
6. When an existing water main is topped for the
installation of a new line,
A. The Authority shall furnish all labor and materials to
rake the top
B. The developer/contractor,(2)Py musore O) maks s)i (3) ma for
the top, (21 pay deposit (before work beglm n (3> nark
the location of the the d, make fM01 payment
when the war'k is completed,
7, The Contractor Shalt tie-in a new line to am existing
manhole by core drPling the manhole.
8. Any water service toe must have a double check valve
or RPZ back flow prevention assembly, as required.
installed. The assembly shall meet ASSE Standard NO. 1015
or 1013. A remote readout is required.
9. All fire lines shall have a detector double check valve
back flow prevention assembly or o RPZ bock flow
prevention assembly as required, The assembly shall meet
ASSE standard NO. 1048 or 1047 A remote readout is
required.
WILSON PROPERTIES L.L.C.
AT THE AIRPORT
SITE PLAN REVISION
SHAWNEE MAGISTERIAL DISTRICT
GENERAL NOTES FREDERICK COUNTY, VIRGINIA RESPONSIBLE LAND DISTURBER
1. The properties delineated on this Pion orebcated len Airport Road, in the Shawnee Magisterial District in the County of Frederick, NA E:
VIrginio. The developer of these properties prV,,Ms to construct one buldiing (opprox. 1,000sf) far office use on the land that is
deemed PARCEL A. Construction will also moist of o separate development of two buildings (totaling approx. 17,5920) for CERTIFICATION AN
office and worshoux use on the lana that @ deemed PARCEL 8. The current use of parcel A is vacant. Parcel B is currently used for II'
res:0entim purposes. (The original Site Pbn was approved on August 14. 2000 (Site Pion /11-00).
DATE
2 PARCEL A PARCEL B
Property Owner : Contact: Mr, Roy FosAy Property Owner Contact: Mr. Blaine Wilso, THE RESPONSIBLE LAND DISTURBER IS THE
Vasey Concrete WMIs, Int. Wilson Properties. LLC
225 Co~ Lane 3076 E. Shawnee Drive PAR Y RESPONSIBLE FOR CONSTRUCTION k
Winchester, VA 22602 Telephone: 54(-662-4266 Winchester, VA 22602 Telephone: 540-662-1903 MAINTENANCE OF ALL THE LAND DIS URBING
3 En neo/Londeoape Architect Contact: Mr. John Lewis ACTIVITIES AS SET FORTH IN THESE ANS.
PAINTER -LEMS. P.L.0
302 South Braddock Street. Suite 200
Winchester, v:rginio 22601 Telephone. (HDI
$TAUNTON D
0) 662-5792 VIRGINIA DEPARTMENT RTATION
STRICTIOT
4, Property boundary ort; topographic inlOrrtrfliM shown on these plans was token ham available information. No field survey REV 7/95
work was oerfarmed to confirm the existing Matures shown on the Site Pea NERAL NOTES FOR ENTRANCE FLANS
5. Site DotoVDOT GENER L NOT S:
Parcel Aso: Teta- 3A5 acres
Zoning: M-1 Vt ALL ON THIS PROJECT SHALL CONFORM 16 THE LATEST
Use: Porch A PINS 64-A- 39C: t.4 acres EDITION O iHF VIRGINIA DEPARTMENT OF TRANSPORTATION
Office Space (VOOT) OAD ANO BRIDGE SPECIFICATIONS, AND:STANDARDS,
Front Yard Setback. Requ.red - 75' Provided - 82'+ THE N NIA ERtnON AND SEDIMENT CONTROL REGULATIONS
Rear Yard Setback: Required - 25' Provided -165'+ AND A OTHER (FATE, FEDERAL OR LOCAL REGULATIONS
Side Yard Setback: Required - 25' Provided - 36'4 APPLIC E IN Tit EVENT CIF CONFLICT BETWEEN ANY OF
Maximum Building Height, Allowed - 60' Proposed -12' THESE TANDARDS SPECIFICATIONS OR PLANS, THE MOST
Maximum Felt: Allowed - 1.0 STRING1 IT SHALL WWRN.
Proposed Total Fioor Area w 1,000 s1 w 0,0164 FAR
Use: Parcel 8 PINo 64- A- 39pace 205 acres
V2 ALL TRUC tut ]HALL COMPLY WITH THE LA EST U,S.
Office and Setback Space
DEPART N7 OF L180R OCCUPATIONAL SAFETY HEALTH
Front Yard Setback. Requked - JS' Provided - 80'+ ADMINI Al10N AID vosH RULES k REOUIAT
Rear Yard Setback. Required - 25' Provided -33'+ (proposed bldg.)
Side Yard Setback. Required - 25Provided - 3'+(existing bldg.),25.9''+(proposed bldg.) V3. WHEN ING ON vDOT RIGHT OF WAY, ALL TR LIFFIC
Mox,mum Building Height. Allowed - 60' Proposed -32' CONT , WHETHEf PERMANENT OR TEMPORARY. SHALL BE IN
Moxlmum FAR: Allowed - 1,0 ACCORE kNCE MTHTHE CURRENT EDITION OF TH VDOYS WORK
Proposed Total Floor Area . 17,592 of = 0.20 FAR AREA IF IOTECTIONIVANUAL. FURTHERMORE. ALL RAFFIC
(13,3209f- office space. 4.2729(= warehouse space) CONTR FLAGGER MUST BE CERTIFIED IN AC DANCE 111TH
VDOT'S JANUARY. 994 (OR LATEST EDITION I I ROAD M
6. Environmental Features: Parcel A and POICW 8 BRIDGE SPECIFICADNS, SECTION 104.04-C.
Wetlands - Some wetlands indicator plants and soils hove been Identified on the property. The areas of Potential
wetlands are lacaled near the proposed storm water management pond, The amount of contiguous wetlands area Is not V4. DESIGN FEATURFSPELATING TO CONSTRUC ION TO
significant REGULATION. CONIOL AND SAFETY Of TRAFFIC AY BE
Flood plains - No Rood plain nae been identified on the alta. JEc TO CHAIA E AS DEEMED NECESSARY Br'
Sinkholes - No sinkholes hove been identified on this site.
Sleep Slopes - Steep slopes ore defined by the Frederick County Code as slopes exceeding 15%. The area of sleep V5. PRIOR 0 INITIATO OF WORK, CONTRACTOR SH L BE
slopes allowed by the code to be disturbed is 25%. No steep slopes have been identified on the site. RESPONSIBLE FOP I.COUIRING ALL NECESSARY T LAND USE
Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature tress in PERMIT FOR AN WORK ON VOOT RIW OF WAY.
groves greater than 1/4 acre. Approximately 0 4 acres of mature woodlands have been identTed on the site. The proposed construction will
disturb approximately 255 or 0.10 acres. v5. IF REOLIRED BY HE LOCAL VDOT RESIDENCY OF' ICE, A
PRE[ TRUCT101 CONFERENCE MUST BE MRA AND HELD
7. Storm water management for Parcel A and Parcel B is addressed in 0 report by Pointer -Lewis. P.L.C. titled BY THE ENGMEERAND/OR DEVELOPER WITH THE ATTENDANCE
STORM WATER MANAGEMENT REPORT", WILSON PROPERTY AT THE AIRPORT, doted September 15. 1999. O THE CONIRACOR, VARIOUS COUNTY AGENCIE UTILITY
8. Parki
COMPANIES AND OOT PRIOR TO INITIATION OF 0OW
ng Space Requirements:
Parcel A. V7. CONTRIICTOR SHO, 90TIFY THE LOCAL vDOT RESIDENCYro
Property Line Setback: Required - 5' P:ded - 30'+ OFFICE WHEN WORT IS TO BEGIN OR CEASE FOR ANY
Right-of-way Setback. Required - 25' Pr!v,ded - 30'+ UNDETERMINED Lt[iTH OF TIME, VOOT WILL ALSO REQUIRE
Office space - 1,000 of Required - I spice per 250 of = 4 spates 48 HOURS NOTLVFOR ANY INSPECTION.
Total spaces required = 4 Provided - 5 asX'es including 1 ADA space
Parcel B: VB, THE TRAIOR TLL BE RESPONSIBLE FOR MAINTAINING
Property Line Setback: Required - 5' Pro led - 9.5'+ ADEOU TE AL.-.ETO THE PROJECT FROM THE ADJACENT
Rgway Setback Required 25' P ideal- 25'+
PUBLIC ROAD AY MROUGH CONSTRUCTION AND MAINTENANCE VITEN WCE O
Office Space - 13.320e1 Required - 1 eel c
per 250 of = 5328 apnces real 0. (53 spaces provided) A CON TRUCTION NTRANCE N ACCORDANCE WITH THE
Worehouse space - 4.2729f Required - 1 ]Ione per employee (0 employees) (10 sPoces provided) VIRGIN EROSION SEDMAENT CONTROL HANDBOOK, SEC 3.02.
Total spaces required - 53.28 Provided - ,3 spaces including 4 ADA apace FURTHE ORE. A SS TO OTHER PROPERTIESFECTED BY
oes
Loading Space Requirements: Required - 1 note Per 40,000 of - 0 spoTHIS P OJECT SHA BE MAINTAINED THROUGH SIRUCTION-
9. Handicap Accessibility: Parcel A and Parcel i V9 CONTR TOR SHAI ENSURE ADEOUATE DRAINA IS ACHIEVED
HC parking spaces shall have o maximum stripe of 1:50. AND M JNTAINED N THE SITE DURING AND AT THE END OF
HC romps on the site shall have delectable coming surface Per ADAC 4,7 and 4.29. CONSTI JCIiON.
HC romps off site shall be constructed per, W90T standards.
10. Buffering Requirements Parch A and Parcel B V10. ALL WA R AND MER LINES WITHIN EXISTING OR PROPOSED
The adjacent Mond to the north is the Airport Road right-of-wayrequiresh requires no buffer. VOOT T Of WY ARE TO HAVE A MINIMUM
AirportCOVER AND.
The adjacent land to the, west and south is zoned Ml which requires no buffer. WHEN BLE. 1 BE INSTALLED UNDER ROAD3W�kY DRAINAGE
iACtt.l S
The adjacent land to the east Is zoned RA and is vocant which requires no buffer, _
II Greenspive: Nl. ANY. SUAL SUIURFACE CONDITIONS ENCOUNTERED DURING
Parcel A: required= 25% (60.984sf x 25)= 15.2468( THE SE OF INSTRUCTION SHALL BE IMMEDIATELY
provided= 86.7; or 52.87WTO THETTENTION OF THE ENGINEER AND VDOT,
ATE
(povement= 6,761w(. sidewalks- 344st. total building area- 1000341 WCPK ALL E DIEN THAT NCNBTY UNTIL R MjDE'OUPR
Parcel B' required= 25% (89298sf x .25)w 22,3249f BSIAN BE gERMINED BY THE ENGINEER AND APPROVED
VOO
provided= 26.871E or 23,994sf
[pavement= 29,2539f. sidewalks- 2,6680f, total bldg, ores- 19,059.12sf. gravel area- 14.32411) V12, ALL UNIERCUT RIAS AND BORROW MATERIAL SHALL BE
12. Signage: All signage will conform to the standards in Section 165-30 of the INSPPLACEM NT AD FI,VROVED BY MOT INSPECTOR PRIOR TO
Frederick County Zoning Ordinance.
13. Lighting: No outdoor lighting a proposed. V13. ALL ROADWAY FILBASE, SUBSURFACE MATERIAL. AND
BACKRILL O UTIU/STORM SEWER TRENCHES SHALL BE
U. Troll Receptacles: No trosh receptacles are proposed. COMPA TED IN 65FTS TO 957E O THEORETICAL MAXIMUM
DENSIT AS OETENNED BY AASHTO T-99 METHOD A, WITHIN
75, Landscaping: None required in M-1 zoning PLUS MINUS ;OF OPTIMUM MOISTURE FOR THE FULL
WIDTH F ANY OE^ATED STREET RIGHT-OF-WAY. AT THE
VDOT SUBSEOUENT SPECIAL PROVISIONS DIRECTI IN OF VDTNSPECTOR DENSITY TESTS PERFORMED BY
1. NI patches ore to be replaced in accordance with the following reguiro0ons and as shown on Figure 1. A OUAI FIED INDENDENT AGENCY SHALL BE CONDUCTED AS
2. The permittee will be required to replace the sudoce and bars, of the roods Included under this l 'n occordonce with the Roods RECO D 1st THEITS)OT ROAD AND BRIDGED TOI VDOTION I
sod r o Per^^ ACOP O ALL Els SHALL BE SUBMITTED TO VOOT PRIOR
and Bridge Specifications and this Special Provision TO FIN, WOT AROVAL.
3. Bockflll material Shan include a minimum of four (4' inches bedding materials (sono ar /57 stone). The bolonce of the backfill shall V14, VDOT $ rANDARD 1 AND UD UNDERDRAINS SHALL BE INSTALLED
be approved Soil compacted to the ""am of subbase Oyer (Type 1. Size 21A or 218). The entire backfill Shall be free from wood. MffRE NDICATED9 THESE PLANS AND FURTHER WERE
decoying materia. owphoh, concrete. ice, frost. large clods. atones and debris, DETER1, NED NECEARY BY VDOT INSPECTOR.
4 BacNI11 material Shan bur composted to o minimum of 955 01 the theoretical maximum density at optimum moisture contend, as VIS THE thISITALLATIOW ANY ENTRANCES AND MAILBOXES WITHIN
determined by VDOI testing procedures, use mechanical tamping throughout the depth of the trench in six (8' inch lovers to insure that ANY DEDICATED STET RIGHT-OF-WAY SHALL MEET '.DOT
adequate support is provided for the subbose loyer (Type I, Size 21A or 218).
MAMA DE4(dJ 44DARDS AND IS THE DEVELOPER'S
5, K shall be the option of the Resident Engineer to request and review the III compaction test results and/or authorize an inspector RESP BILITY.
to monitor the compaction.
V18. IF RE ED BY TLOCAL yDpT RESIDENCY OFFICE. COPIES
5. Cuts in roods with Surface Course (SM) and Asphalt Concrete Base (BM) shall be rploced with ten (107 inches of Type I, Size 21A OF ALLWWCES R MATERIALS WITHIN ANY DEDICATED
or 218 aggregate compacted to 100 percent of the theoretical maximum density at optimum moisture content covering the entire trench STREET RIGHT-O#Y MUST BE PROVIDED TO THE VDOT
width in addition to bench of six (6' inches from al sides. this layer shell serve as subbase. An Asphalt Concrete base count (BM) of NSPEPRIOR ACCEPTANCE OF WITRK. UNIT AND TOTAL
Six (87 inch minimum thickness or match the existing base thickness, slholi be placed over the subbase, A surface asphalt concrete
PRICESS AY OL 17EI/RED.
course of a minimum of I.5' (SM) shall be placed on lop of the base ((&A) covering the trench width. The asphalt concrete surface course 07, PRIOR 10 ACCEPT4E BY VDOT OF ANY STREETS. ANY
sholl be slightly higher (1/B' -t/4' than the existing surface to provide o smooth grode Into the existing pavement surface. REQUIRE D STREET NAGE AND/OR PAVEMENT MARKINGS MAST
BE INSTALLED BY I DEVELOPER OR, AT VOOT'S
7, Cuts in surface treated roods with aggregate base course shall be replaced with the same layers as roods with asphalt base (BM) except DESCRE ON. BY AL ON AN ACCOUNT RECEIVABLE BASIS.
the sublwx layer (Type I, Size 21A) is reduced to six (6r) inches and the (BM) layer to four (4' inches Out still keeping a six inch bench.
The surface course shall be a surface treatment matching the existing smdoce.
8. The tut to be bockfilled shall he mode os dry os practicable a the time of bacir lling by pumping, boiling, draining, or other opproved
dewatering methods.
9. All cub Sides shall be trimmed to neat straight tines and a tack cool stroll W applied at a rate of 0,05 - 0.15 gallon Per square yard of
RC -250 or CNE -2 before placing the plant mix.
CONDITIONS PER REZOIG: PROFFERS
10. Replacement of pavement sholl be from edge of pavement to edge of povemenl except when individual cuts are made and not Monetary Contribution Frederick County Service 0r40N2ptio09:
covering the entire width of the pavement.
The owner will pay muse t0 be paid to the Tnalfurer of
11. Placement of oil Asphalt Concrete and surface treated coupes shall be rolled where possible with a unit having a manufocturei s Frederick County the 9 at 27,074.77 for imPOcis 0 fire and
rot -Ing of len (10) tons, and roiled until the aggregate is keyed into the ortumfor
er, Where rolling is not possible, o mechanical tamp will be resrescuea the This it will oe paid upon receipt 0 Wilding
used. In oil cuts store is to be ploced in the trench daily up to a mioximum length at 500 feel, at which time the pavement shall be permit Mhe first stlure to be constructed on subject
covered with o temporary or permonent asphalt patch. If conditions, thin contractor shall provide and maintain a Dose course that is poroela.
acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the installation of the gas. (Rezoning plication i12-98, approved on October 28, 1998.
sewer, and water lines. contractor shall restore pavement in the monner prescribed on the VOOT permit within (10) days.
12. Cenlroctor will be responsible for any depression grater than 1/4' that occurs within three years of completion of patching.
Correction shah consist of milling and replacing 1.5' of sudoce course mix (SM).
CARPERS VALLEY
GOLF CLUB
WINCHESTER
MMICIPAL
AIRPORT
JG
VICINITY MAP 1" = 2000'
100 0 100 300 _
iii
Scale ITT = 100 ft
FREDERICK COUNTY, VIRGINIA
MM FLK 54F-1-4
�I
HERMAN RUBENSTE/N
I(yTV(l/ll PLN 64-((5))-1 /\ uSzoNEo,�RCuaL
LEON W [ARGENT
USE ✓ACAN7
ZONEO.•R4 / \
6(V
\
RLN ` 0111111111l A I
61 -(f5)) -fit
WINCHESTER REGIQNAL A/RPOR7 \
USE'YACANT \ /
ZONED'RA B
PIN 64 -((A)) -39A �
W/NCHES7ER RE6LONA6 A/RPGn': moi, PAI M B
\ USE'VACANT
I �\ IONED-M1 /
P. LN 64F-1-1
GEORGE C. HfNIEC
/ USE-COMMCRICAL
ZONED Al
P.I.N. 64-((A))-79
WINCHESTEA7 REG/ONAC AIRPORT
USF_'COMMERC/AL
ZONED. RA
LIST OF DRAWINGS:
SHT. 1/4: COVER SHEET AND GENERAL NOTES
SHT. 2/4: SITE PLAN REVISION (LAYOUT)
SHT. 3/4: SITE PLAN REVISION (GRADING)
SHT.�4: CONSTRUCTION PROFILES AND DETAILS
PLN 64-((A))-
$TER REG/ONAC
USE'✓AIANT
PLN 64F -1-,J
OeROnA/R OEI/EL OPMENT, L TD
� USE: CpNMERC44C
r\ � � ZONEO.M7
FINAL SITE PLAN
'
(ktI SEO) � II -J
RECEIVED
JAN U 2 ZUR
OF PLANNINCIFIP/H QPM^
9,p,LTH OF
`_ -2,-07,
IA -5 441 l..0 /� A V
MIN L5' OVERLAY ASPHALT j
EXISTBMfi PAVE14E CONCRETE SURFACE COURSE (`f��Q3//J2 vA O. D21G2T
(BM)MINN. 6'_= '-'- _ '�0--_'-- ASPHALT CONCRETE BASE COURSE ZONING ADMINISTRATO DA`T[
21 A B -.�-T�P�E IBSI2E 21 A O7 B AGG APPROVED
MIN. 10' COMPACTED TO 1007. MAX. TENT FREDERICK COUNTY, VIRGINIA
r__-6, 6AT OPTIMUM MOISTURE CONTENT
BE NCH SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
SELECT TERIAL APPROVED SOIL OR SELECT MATERIAL
TYPE I CBR 30 TYPE 1, CBR 30 COMPACTED TO 95%
BACKFILL Qp MAX. DENSITY AT OPTIMUM MOISTURE
1P CONTENT
BEDDING 4' AN➢ OR NO. 57. STONE
l
I TRENCH BOX WIDTH TO SUPPORT PAINTER LEWIS, P.L.C.
FOR PIPE LESS THAN 12' THE TRENCH WIDTH MAY BE 36' MAXIMUM. 302 South Braddock Street, Suite 200
SEE UB -1 (ROAD AND BRIDGES STANDARDS VOLUME 11) Winchester, Virginia 22601
CUT REPLACEMENT IN ROADS VITH ASPHALT CONCRETE BASE
AND SURFACE Telephone: (540)662-5792
FIGURE 1 Facsimile: (540)662-5793
N.T.S. Email: pain tlewOmnsin C. com
JOB NO.: 9908023 SHEET
18JAN01 'I /A
LATEST REVISION DATE', 30NOV01 I `t
RLN, 641--1-2
/
OA WL UX CORPORAT/ON
COMMERICAL
I
P�
FINAL SITE PLAN
'
(ktI SEO) � II -J
RECEIVED
JAN U 2 ZUR
OF PLANNINCIFIP/H QPM^
9,p,LTH OF
`_ -2,-07,
IA -5 441 l..0 /� A V
MIN L5' OVERLAY ASPHALT j
EXISTBMfi PAVE14E CONCRETE SURFACE COURSE (`f��Q3//J2 vA O. D21G2T
(BM)MINN. 6'_= '-'- _ '�0--_'-- ASPHALT CONCRETE BASE COURSE ZONING ADMINISTRATO DA`T[
21 A B -.�-T�P�E IBSI2E 21 A O7 B AGG APPROVED
MIN. 10' COMPACTED TO 1007. MAX. TENT FREDERICK COUNTY, VIRGINIA
r__-6, 6AT OPTIMUM MOISTURE CONTENT
BE NCH SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
SELECT TERIAL APPROVED SOIL OR SELECT MATERIAL
TYPE I CBR 30 TYPE 1, CBR 30 COMPACTED TO 95%
BACKFILL Qp MAX. DENSITY AT OPTIMUM MOISTURE
1P CONTENT
BEDDING 4' AN➢ OR NO. 57. STONE
l
I TRENCH BOX WIDTH TO SUPPORT PAINTER LEWIS, P.L.C.
FOR PIPE LESS THAN 12' THE TRENCH WIDTH MAY BE 36' MAXIMUM. 302 South Braddock Street, Suite 200
SEE UB -1 (ROAD AND BRIDGES STANDARDS VOLUME 11) Winchester, Virginia 22601
CUT REPLACEMENT IN ROADS VITH ASPHALT CONCRETE BASE
AND SURFACE Telephone: (540)662-5792
FIGURE 1 Facsimile: (540)662-5793
N.T.S. Email: pain tlewOmnsin C. com
JOB NO.: 9908023 SHEET
18JAN01 'I /A
LATEST REVISION DATE', 30NOV01 I `t
VDOT SUBSEQUENT SPECIAL PROVISIONS
DO
1. ALL PATCHES ARE TO BE REPLACED IN ACCORDANCE WITH THE
FOLLOWING REGULATIONS AND AS SHOWN ON FIGURE 1,
2. THF PERMITTEE WILL BE REQUIRED TO REPLACE THE SURFACE AND ~ Lu
f
BASE OF THE ROADS INCLUDED UNDER THIS PERMIT IN ACCORDANCE WITH 0 w
P.LN 64F-1-4 THE ROADS AND BRIDGES SPECIFICATIONS AND THIS SPECIAL PROVISION. IN-
H£RA[4N gUBENSTE/N
USECOMMERC/AL 3. BACKFILL MATERIAL SHALL INCLUDE A MINIMUM OF FOUR (4") INCHES
ZONED AI7 OF BEDDING MATERIALS (SAND OR #57 STONE). THE BALANCE OF THE cn Q j a qaa_
BACKFILL SHALL BE APPROVED SOIL COMPACTED TO THE BOTTOM OF a N U
Ager \ SUBBASE LAYER (TYPE 1, SIZE 21A, OR 218). THE ENTIRE BACKFILL 0t .11 y6
5' PARKING SETBACK \ SHALL BE FREE FROM WOOD. DECAYING MATERIAL, ASPHALT, CONCRETE, S (3 v u 5
h- ' PARKING SETBACK ICE, FROST, LARGE CLODS, STONES, AND DEBRIS. w w
55' STORM WATER ESMi. 4
5 PARKING SETBACK 4. BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF 4
GRADE AN EMERGENCY \ THE THEORETICAL MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT, A$
40 0 40 120 SPILLWAY INTO POND BERM
LENGTH - 40'
ELEVATION = 706.80 1y DETERMINED BY VDOT TESTING PROCEDURES, USE MECHANICAL TAMPING
B' -10'R CMP
O, ODL THROUGHOUT THE DEPTH OF THE TRENCH IN SIX (6") INCH LAYERS TO o
SCALE: 1'* = 40 ft O 1.25I INSURE THAT ADEQUATE SUPPORT IS PROVIDED FOR THE SUBBASE LAYER n N o
INV. IN -705.10 '4 Y -T
Q
INV. Our - 705.00 \ (NPS 1, SIZE 21A OR 218). \ \ \ rn o
\ 5. IT SHALL BE THE OPTION OF THE RESIDENT ENGINEER TO REQUEST _ ..
INSTALL PERMANENT CULVERI�•4 �S AND REVIEW THE BACKFILL COMPACTION TEST RESULTS AND/OR �' N 2
INLET PROTECTION STONE / - AUTHORIZE AN INSPECTOR TO MONITOR THE COMPACTION.
BERM -SEE DETAIL THIS SHEET / GRASSED EDGE OF GRAVEL
AREA PR. 5' TURNDOWN
EX WE7LANOS-2550 SF O / \ .5'R SIDEWALK LN 64F -f-3 6. CUTS IN ROADS WITH SURFACE COURSE (SM) AND ASPHALT CONCRETE
\ PR. GATE ZIIv80WR OfYELOPMEN7, LTD BASE
PAN. 64 -((SIJ -7 , e (BM) SHALL BE REPLACED WITH TEN (10") INCHES OF TYPE 1, SIZE
LEON IC [ARGENT / 'P4 -4y '!0, 12. �'s• 4/5'E'COMM£RCI4L 21A OR 21B AGGREGATE COMPACTED TO 100% OF THE THEORETICAL
USE'IUACANT �S• GSA \ ZONEO.'NJ SEX. C 80AlID FENDS (LOCATED J' FROM PROPERTY LINE) MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT COVERING THE ENTIRE
ZONED RA / B4}\ \ �J• TRENCH WIDTH IN ADDITION TO A BENCH OF SIX (6") INCHES FROM ALL
I SIDES, THIS LAYER SHALL SERVE AS SUBBASE. AN ASPHALT CONCRETE
PRovos£D FLAGPOLE
BASE COURSE (BM) OF A SIX (6") INCH MINIMUM THICKNESS OR MATCH 0
H - 3�2p• THE EXISTING BASE THICKNESS, SHALL BE PLACED OVER THE SUBBASE. A S
M1y /� qt 8 USE: OFFICE 712
Z HOUSE SURFACE ASPHALT CONCRETE COURSE OF A MINIMUM OF 1.5" (SM) SHALL L
/ F 1 0 qF 4 979 Sr BE PLACED ON TOP OF THE BASE (BM) COVERING THE TRENCH WIDTH.Ir
o/ 8'V6' REDUCER 4 FH ASSY. EXISTING TREES TRR 'err PR. 5' TURNDOWN SIDEWALK. THE ASPHALT CONCRETE SURFACE COURSE SHALL BE SLIGHTLY HIGHER Z
\ � (a)BgLCENTE PLACED 3' ^ AT ADAARP SPACES t( rpCN CONI. (1/8"-1/4") THAN THE EXISTING SURFACE TO PROVIDE A SMOOTH GRADE
FROA1 CENTER OF FH ° ) INTO THE EXISTING PAVEMENT SURFACE. J
T HC SONS TO � WOODLANDS -0.41 ACRES Q. y
OMppAACCTOZ TO FI FIE BE MOUNTED ON 1
�1
LOCA 7pN AND SUM 4.5'R WALL .00TO PR. EDP 7. CUTS IN SURFACE TREATED ROADS WITH AGGREGATE BASE COURSE
v Q� LIFT STATION PER OWNER. STO _ CTON[%1571NGG FENCE AS ER OE.D SHALL BE REPLACED WITH THE SAME LAYERS AS ROADS WITH ASPHALT
" q PIRE +OscM ao "OTE 14' � BASE (BM) EXCEPT THE SUBBASE LAYER (TYPE 1, SIZE 21A IS REDUCED
! .5' OOTO PR. EOP )
.5'R TOL EPI INCHES AND THE (BM) LAVER IS CE FOUR (4") INCHES BUT
'O t, EUSff BUILDING
,,:Z' 4� 5' / � 'P'' .LAY4Px Lc4U.Cw OF Ex 6' as4eo FEnCE STILL KEEPING A SIX INCH BENCH. THE SURFACE COURSE SHALL BE A
PIT'COSURFACE TREATMENT MATCHING THE EXISTING SURFACE.
4i;y0 �, 5'+/- a"� r-
Nb SCH 40 PVC P,LN 54F-7-2 _
�? PR a 1� '' [7J -Ai UX CORPORAT/ON B. THE CUT TO BE BACKFILLED SHALL BE MADE AS DRY AS PRACTICABLE
71AlIgOWM .5' tb, .� PVC O 2MH. MI". AT THE TIME OF BACKFILLING BY PUMPING. BAILING, DRAINING, OR OTHER
SIDEWALK _ R N PR. SMI. MH, RIM. 712.T5 USECOMMERCUL
FIR )WNEEL ` .R / WEr WELL ELEV.- 7041 ZLAVEOlml APPROVED DEWATERING METHODS.
((7TYY�P 11 J' q PROPOSED LIFT WAIIUN
y 5'R ' ,8 C OWNER. SEE NOTESEWS 14 9. ALL 1-UTS SIDES SHALL BE TRIMMED TO NEAT STRAIGHT LINES AND A U �_
o '9/t_ t• CONNECT BLDG. SEWERS AS REO'O _
5'R , y�, ,n R. 8' BOARD FENCE CONNECT TACK COAT SHALL BE APPLIED AT A RATE OF 0.05-0.15 GALLON PER U
0i IU Ex. FENCE AS O'D Z
'o•� y 'Q• SQUARE YARD OF RC -250 OR CAE -2 BEFORE PLACING THE PLANT MIX. J N 0
L}i LOADING AREA FOR 10. REPLACEMENT OF PAVEMENT SHALL BE FROM EDGE OF PAVEMENT TO ?7J 8 S
M1M1' J OVER -HEAD DOORS
A EDGE OF PAVEMENT EXCEPT WHEN INDIVIDUAL CUTS ARE MADE AND NOT (N W J
//n� / X4 4• ® _ am= An
COVERING THE ENTIRE WIDTH OF PAVEMENT. Lan <
MATCH CONIC? O x _'Er r a
�. A04 SPACES (tYP.) \ �P. Ef' Ex N 57onr 6wrtA' owEcuNc 70 77EASU/✓ 11. PLACEMENT OF ALL ASPHALT CONCRETE AND SURFACE TREATED W d Z
ED 5' 3 ��- ` PHASE 2 COURSE; SHALL BE ROLLED WHERE POSSIBLE WITH A UNIT HAVING A
TYPE Y.'T COP LINE T WALK(7YP) � FVTVRE OFFICES/ PARKING 4 N
is MEi�E.P. _rte tgp S, 0 �B / (SITE PUN TO BE SUBMITTED AT A LATER DATE) MANUFAvTURER'S RATING OF TEN (10) TONS, AND ROLLED UNTIL THE V F En
CA g so 71 APPRx. LOCATION OF AGGREGATE IS KEYED INTO THE BITUMEN. WHERE ROLLING IS NOT EC Q' <
t'_ TYPE % coP.uNE �' ® �' EXISTING LIFT STATION. POSSIBLE, A MECHANICAL TAMP WILL BE USED. IN ALL CUTS STONE IS TO LL C) Y
METER x. T LOP T.8.R SEE CONSTRUCTION NOTE 14.NCH C_3
CORP ,TOP �' ICH 40 4'0FEET, AT WHICH TIME RETHE PAVEMENT SHALLDAILY UP TO A BECOVERED WITH A MUM LENGTH OF 5� W EC
WINCHESTER REG/ONAL A/RPoRT 15' S PVC 0 yA�01< MN. TEMPORARY OR PERMANENT ASPHALT PATCH. IF THE APPLICATION OF THE J < � Lj
USE KACAN7 BITUMINOUS LAYER IS DELAYED FOR ADVERSE WEATHER CONDITIONS, THE
ZONED.M7 Li t.DD rt < W
INV. IN.771 OMPA O t. / - CONTRACTOR SHALL PROVIDED AND MAINTAIN A BASE COURSE THAT IS w W
/ IMV. O 411 1 ACCEPTABLE TO THE VDOT UNTIL SUCH TIME AS THE APPROPRIATE i
INV. Out - 710,6 'R •qy . _ PAVEMENT PATCH CAN BE APPLIED AND COMPLETION OF THE INSTALLATION O in
r
HEAL 32• OF THE GAS, SEWER, AND WATER LINES, CONTRACTOR SHALL RESTORE a
PR. 2'0 SCH 40 PVC FM /?s• dA +°' T%%, .T FF = 7 4.67 PAVEMENT IN THE MANNER PRESCRIBED IN THE VDOT PERMIT WITHIN (10)
a USE: 0 FICE DAYS.
P 8 EX. SHED T.B.R.
ER SA SPECIFICATIONS.
40' TAPER TO 24' SECTION 1P
PER FC GENERAIIY AS SHOWN
M1 2'0 SCH 40 PVC FM 12. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DEPRESSION GREATER O
STANDARD VDOT CG -7 AND PR. \ S - INSTALL FM FROM PROPOSED
ASPHALT TO END AT RADII RETURNS /�'� �' THAN 1/4" THAT OCCURS WITHIN THREE YEARS OF COMPLETION OF
USE VDOT STAN PVMr. SECTION:STATION
UR GENERALLY
TO S7Nc PATCHING. CORRECTION SHALL CONSIST OF MILLING AND REPLACING 1.5" J
t t/p2A'RpSM-12.SA J 'F FMFPROVIDEE CHECKAV VE. 4'
3' 8M-25.0 1 ! 1
8' TYPE 1 218 AGGREGATE 44'F o� SEE DETAIL THIS SHEET F� OF SURFACE COURSE MIX (SM.). a Q
\� • INSTALL CG -12A RAMPS COUNTY INSPECTION DEPARTMENT
G REMAINING SANITARY FORCED MAIN U N 1` U
TO INSPECT INSTALLATION OF 5 ELBOW
PER VDOT INSPECTOR / f Nj \ PAST POINT
UPONDCGNSTRUC71ON y/ N111) N C
NEW 2' FORCE MAN ([, U_a
S 2' CHECK VALVE • 8'e WATER LINE !�, y\ U5\ OF PHASE ONE. Z N C
75' OR
2' CHECK VALVE O tD
TURNODOWN 0 TYPI C y O O
SEE \ K
DETAIL AS 510
)EVIALIE u _� d 3
THIS 5 R / \ O 5 v d
SHEET P INSTALL ELBOW' AS REO'D E o M M C
]� O y C O
APPROX. LOCATION OF �\• B* - �J+ 64F -f-7 Uj m N L E n
EXISTING ENTRANCE v /E - b / +i CEOR6F L. HEN EL M Q n -
L Y USf. COMMERCY SANITARY SEWERTOFOSCAL MAIN DETAIL L L U O U O
ALL PROPOSED UTILITIES FOR THIS SHE \ .5'R _ i
ARE TO BE PLACED UNDERGROUND ` ZONEO.MI O C L D E
` 1,JK 40'-171(73" CMPA c r t< w
0 1.00tt
SEE SHEET 3 FOR ENTRANCE ROAD CONFIGURATION. \ INV. IN -709.8
ADJUST THE GRADES OF THE ENTRANCE TO MATCH e^y INV. OUT - 709A
EXISTING PAVEMENT AND TO PRIME ER $SLAIL IN TES M
COVER OVER PROPOSED ENTRANCE CULVERT 12' MINIMUM / e'er A, 0 Q
L/ \ AP BY F.G$Ar
TRAFFIC IMPACT ® AIRPORT ROAD APPROx. LOGTtON OF i� y}' PROVIDE NEw t' PE K COPpEp
WATERLINE AS RE D TO SERVE
ATA 1 URC ITE MANUAL, SIXTH EDIT] N EXISTING ENTRANCE \ / EXISTNG HOUSE PHASE t �I (' F to
LAND
A FCSA TO MAKE TAP � f+ BUIL DUNG.
AND INSTALL LATERAL ACROSS RT. p• / 1 ;.i - w
UNO USE: 710 GENERAL OFFICE 645 TO PROPERTY LINE BY 4►
PROPOSED GFA = 1,000 SF J, ,ylO BORE METHOD.UOY )? F Z
TRIPS BASED ON 1000 SF GFA: (OPEN TRENCH METHOD TO BE USED ONLY �E,y\ a.. x 1 Z 0
WEEKDAY: 11.01 TRIPS UPON FAILURE OF 3 ,TICK AND BORE AA.Y \ - EM EX.°wAi� O Z
AM PEAK HOUR: 1.56 TRIPS ATTEMPTS HAVE BEEN MET WITH RESISTANCE \ T �I111�IL41y �y� U w
PM PEAK HOUR: 1.49 TRIPS ACCORDANCE WRTH "Su89EOUENT \
SPECIAL PROVISIONS. SEE THIS
TN O
Y y�
PARCEL B SHEET FOR PROV1510N5 AND DETAIL) y
710 GENERAL OFFICE S/C STANDARD VDOT CG -11 ENTRANCE APPROXIMATE APPROXIMATE TREE INE af�S 74 m
PROPOSED GFA = 14,000 SF T o
TRIPS BASED ON 1000 SF GFA O/SJ T�
AM HOUR: 1.56 X 1454.121 84TRIP TRIPS D/STgti p SSC, s - �` � N C. LEWIS >
.
PM PEAK HOUR: 1.49 X 14 = 20.86 TRIPS Cf fNo21621
O q � \ � .q^
150 WAREHOUSING TO Sp
PROPOSED b OF EMPLOYEES= 5q�iyl FO eE"G"M"RK: APPROX. LOCATION OF �'rsNONAL
TRIPS BASED ON 1000 SF GFA: /p C/ USGS MARKER ELEV - 712.10 \ \ EXISTING ENTRANCE
WEEKDAY: 3.89 X 5 = 19.45 TRIP$AOR/To q J 10.1N.64-((A)C-779
AM PEAK HOUR: .55 X 5 = 2.75 TRIPS 1'C' S T WINCHESTER RECAVWL AIRPORT
PM PEAK HOUR: .58 x 5 = 2.90 TRIPS 46
TOTAL FOR BOTH PARCELS J y USl COMARCL9C \ DATE: SURVEY:
WEEKDAY: 11.01 +154.14 +19.45 =184.60 TRIPS •EIjC 4 ZONED RA 29AUGOI AERIAL
AM PEAK HOUR: 1.56 +21.84 +2.75= 26.15 TRIPS FS APPROX. LOCATION OF PDS
PM PEAK HOUR: 1.49 +20.86 +2.90= 25.25 TRIPS EXISTING ENTRANCE SCALE: DRAWN:
1"=40' PLC
CJ: JOB NO.:
NA 9908023
DWG: SHEET:
P-REV2-SHEET2 2/4
Eli
a
Q�
lF
g
40 0 40 120
SCALE: 1 " = 40 ft
1
/
I
77
NOR
J•
om _
0
ELM
—710–_
FF v 714.67/
Az /
a`a
714
oil
O IL,
•
CULVERT 10.
L
W
D
STONE d50 MSD
POND OUTLET 1
10
12
1 12 1
0.5
CULVERT EROSION CONTROL DETAIL
NOT TO SCALE
EROSION h SEDIMENT CONTROL KEY
3.02 TEMPORARY STONE
CONSTRUCTION
NTR
c
F -
LJ
3.05 SILT FENCE
SF
3.08 CULVERT INLEFT
PROTECTION -SILT ENCE
CIP
,u..
r
308 CULVERT INLET
PROTECTION -ROCK DNI
CIP
3.18 OUTLET PROTECTION
3.30 TOPSOILING
3.31 TEMPORARY SEEDING
Tr
3.32 PERMANENT SEEDING
3.35 MULCHING
CWU)--
' I
LOOKINGVIEW
EXTEND ROCK DAM TO BERM OF
SEDIMENT • I AND MATCH BERM
AROUNDELEVA71ON TO PRENIENT FLOW
VDOT 11 COURSEAGGREGATE
FLOW
SECTION A -A
CULVERT INLET PROTECTION
ROCK DAM
EXTRA STRENGTH FILTER FABRIC
NEEDED WITH WIRE SUPPORT
STEEL OR
WOOD POST
r =—�Jim
/ r=
WITH
t2I�I�
5
0' Z
Z
CL
WIRE a FILTER FABRIC
ATTACH SECURELY
MAX
TO
Oi POST. ~
UQ
RUNOFF MMAAxx RUNOFF Ci Z
(REFOAGEEiHTD N a'
STORAGE HT. :.
W W
12• MIN. 12 IMIN.
w at W Z
tA
BACKcILOIAPAC7ED I GRAVEL W a r
�(3
� C)
STANDARD DETAIL ALTERNATE DETAIL a � 2 v
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL Z % W Fr
NOTE'. q SET POSTS AND EXCAVATE A 4"v4" J Q
1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE
STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. u
NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. �
2. REMOVED SEDIMENT SHALL BE DEPOSITED 8. ATTACH WIRE FILTER FABRIC TO THE WIRE �
TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. IL
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED. 7 BACKFILL AND COMPACT THE EXCAVATED
3. Sill FENCE SHALL BE PLACED ON SLOPE SOIL.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH WIRE SUPPORT O
.L
NOT TO SCALE ADDAPTEO FROM. 1992 VA F&S CONTROL HANDBOOK 3.05 J N
• Y
a.D0OjM0
DIVERSION RIDGE REQUIRED GREATER N N r n U
WHERE GRADE EXCEEDS 2%
-% N IO C
E IN AVE -, s ID CcG
R Y U) d
WP O 0 999
Y L < v 3
J 0 41
SECTION A- A Q D L u• c
NOTE: / `W b p yI
SPILLWAY OUSE DRAGS,
AGS,APPSTRAW
WE�005 • L � 0 U o
(STRAW
SEDIMENT
BALEE TYPE SHOWN) \ TO F^^^NELIZE RUNOFF TO BASIN to 3 F W W
AS EQUIRED.
SUPPLY WATER TO WASH N
WHEELS IF NECESSAR/. a O
M
Lj
O M1o? / •W71 11 p R 4 �PII
O Z
W / M (f) �
o /FLOW 0Z
0- A 1 A 1YASHRACK 2* -3' COURSE -
AGGREGATE
O: , MIN. 8• THICK 't' - t TH r
0 \ v c
a i
p �I _ Y o
IhlOHN C. LEWIS Y
No. 71871
Z DIVERSION RIDGE g
In �O^eg`T)ONAL 'oe+
x ---- 70' MIN,
W
PLAN
ROTES-
I . THE ENTRANCE SHALL BE MAINTAINED IN A DATE: SURVEY:
CONDITION THAT WILL PREVENT TRACKING OR 29AUG01 AERIAL
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- PDS
OF -WAY. THIS MAY REQUIRE TOP DRESSING. SCALE: DRAWN:
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT. 1"=40' PLC
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. C. I.: JOB NO.
3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE GRAVEL NA 9908021
ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP DWG: SHEET:
OR SEDIMENT BASIN, ENTRANCE/EXIT
1. INSTALL CATTLE GI.MD(WASHRACx). SP-REV2-SHT3 3/4
715
710
705
715
710
705
I
12' . Te' srNo.
PROPOSED
-
NO OF STALL -
NMNTric mawG
EXISTING
f•
PROPOSED
_GRA" _
Trxac AKEM (Fmw) WDN list -T RCC UN
TINE
CRAOE
8" WL
40'-17"X1OCMP
wlael aelo'M eldnr•Y,
EXISTING
GRADE
O 1.003E
PARKINGvEf
STREET CONNECTION
40-17'(13"
CMP
I
SECTAA,&5HOWN
20 DESIRABLE FOR
1.001E
-- -
`RADE
I
s AIDARO PaLYEIMYLENE
O
yet
ONI
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
Y
OTE ISI
N
Y
LQJ
P
FOLLOWING:
81
_
p
�
I
D
-�
D
MAINLINE PAVEMENI 5
10 THE R/W LINE (EXCE
STABILIZATION REOUIRED
WHICH CAN BE OMITTED
8N
+
MAINLINE
+
COM s RUE BAFMICROND
-
yA%
715
710
705
715
710
705
10+00 11+00 10+00 11+00
AIRPORT ROAD ENTRANCE PARKING LOT ENTRANCE
CULVERT PROFILE CULVERT PROFILE
H NTAL: 1 I AL: 1 H AL: I R KCAL: 1 5
I
12' . Te' srNo.
PROPOSED
-
NO OF STALL -
NMNTric mawG
EXISTING
f•
REgRVED
_GRA" _
Trxac AKEM (Fmw) WDN list -T RCC UN
TINE
♦SAX4 MYE OR
8" WL
40'-17"X1OCMP
wlael aelo'M eldnr•Y,
PROPOSED
O 1.003E
PARKINGvEf
STREET CONNECTION
INCREASED TO 7" ,
WHEN STADARD CG -11 IS
USED rOR
I
SECTAA,&5HOWN
20 DESIRABLE FOR
OI
-- -
`RADE
2
s AIDARO PaLYEIMYLENE
O
yet
SNOTUNGTH As
SHOWNO SHOWNCOM PLANS.
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
Y
OTE ISI
SANITARY
Y
LQJ
P
FOLLOWING:
81
_
SMOULDER OR
FLOW LINE
8
R
D
-�
D
MAINLINE PAVEMENI 5
10 THE R/W LINE (EXCE
STABILIZATION REOUIRED
WHICH CAN BE OMITTED
BE CrNSTRUCTED
ANY SLWRADE
OR MYNLINE PJMT.
N THE :NTR:3RCE.)
MAINLINE
+
COM s RUE BAFMICROND
715
710
705
10+00 11+00 10+00 11+00
AIRPORT ROAD ENTRANCE PARKING LOT ENTRANCE
CULVERT PROFILE CULVERT PROFILE
H NTAL: 1 I AL: 1 H AL: I R KCAL: 1 5
10" TURNDOWN'
4' CRUSHED STOP
(3000 PSI) : CDNC
6.6x W1.,Oiil 4 Will (1.5" Min. CLEAR)
TURNDOWN SIDEWALK DETAIL
NOT TO SCALE
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE -
(3000 PSI) 4" CONC -
6.6.Wt4.WlA WW (1.5" Min CLEAR) -
ENTRANCE WALK DETAIL
NOT TO SCALE
2.4 TOP PAL
TOE Miss EA
W/2-SoEA.
2.4 MD RAL
S'-44 POST a e' CC
2,4 BOT. RAIL -�
ATTAOf RAILS TO POST
METER BO%
12' . Te' srNo.
51WxrY On 311
-
NO OF STALL -
NMNTric mawG
TnWk ASbN T
f•
REgRVED
RESERVEo
Trxac AKEM (Fmw) WDN list -T RCC UN
TINE
♦SAX4 MYE OR
STRIPE OR CURBWG
RADII SHOULD BE
wlael aelo'M eldnr•Y,
PROPOSED
PARKING
PARKINGvEf
STREET CONNECTION
INCREASED TO 7" ,
WHEN STADARD CG -11 IS
USED rOR
TE PALEAEMAINLIMAINLINE.MAINLINE.NT MX.
SECTAA,&5HOWN
20 DESIRABLE FOR
VALVE BOX
-- -
`RADE
WITH
s AIDARO PaLYEIMYLENE
MOUNTABLE CURB CONF
PLAN
SNOTUNGTH As
SHOWNO SHOWNCOM PLANS.
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
�- SND. U-CIMMIEL w5T
OTE ISI
SANITARY
LATERAL
LQJ
NOT TO SCALE.
FOLLOWING:
wITE sYKNR PER ADA
EDGE OF
,)PTIONAL
SMOULDER OR
FLOW LINE
10
P,o• -01
'�� ^�
81< MAX.•
SLOPE CHANCE
�-
D
-�
D
MAINLINE PAVEMENI 5
10 THE R/W LINE (EXCE
STABILIZATION REOUIRED
WHICH CAN BE OMITTED
BE CrNSTRUCTED
ANY SLWRADE
OR MYNLINE PJMT.
N THE :NTR:3RCE.)
MAINLINE
ROADWAY
COM s RUE BAFMICROND
-
yA%
T
VAN
ACCE59BLE
-
D
g
n
R(TYP)
REGUIRE WARPING OF
'beTE PAREW141 YARFIMG.
TH BUFFER STRIP) FLoa, wSBOTH OF RAP FLOOR, M aMI:IETE GWvat NE"
A PORTION OF GUTTER TO
PRECLUDE PONDING
a,
OF WATER.
CI.eMAalE• AID WOER ROPE TRAISIT ADJACENT TO TO M RAPS ARE 11101 0 N PAYMENT
MOM. T M, 45' ANGLE
FOR CM!/NRM AIM WITS.
a0
WEN Mi N CW�CTAH MTX STANDARD CC J M CG -7, TME M FIDE GIM THIS STARDMD 0
a
TO E AAM6LED 701 MArch THE yOWIMLE Chir AND COMOIRR W
CM M1P5 ME T E LOCATED A5 SNOWM ON THE RA6 W M spot= BY THE EMBEEER.
A
� ,r
n•
OR 5
WAIN
NOTE:
DIAGONAL
'AR
HC
ALT CdISTTRMIIW SHALL FYNNORN TO NO
ACCCSSRRE
SNA
ACCESMBNY GNELNES FOR pWDN AND FAC &
SICR
P,wT NO-WLECTOMM. AORTIC LATEX TYPE M2YX
vR:XPA DEPARTMENT OF TRANSPORTATION
-PROP GROWD
TRASH MARKNID PARI N OEVOE. LOLVTOW. NY OR EOLAL
SKMR MAY E RAGED ON RM1DRNS WITH
N
w�
.CONSENT AN)N BUIL NSPECTOR.
PARKING LOT STRIPING DETAIL
MOT ro sF.NE
uANnIC`AP SIE:N nFTAII
NOT To SCALE
PROPOSED GRADE -
LQ
10" TURNDOWN'
4' CRUSHED STOP
(3000 PSI) : CDNC
6.6x W1.,Oiil 4 Will (1.5" Min. CLEAR)
TURNDOWN SIDEWALK DETAIL
NOT TO SCALE
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE -
(3000 PSI) 4" CONC -
6.6.Wt4.WlA WW (1.5" Min CLEAR) -
ENTRANCE WALK DETAIL
NOT TO SCALE
2.4 TOP PAL
TOE Miss EA
W/2-SoEA.
2.4 MD RAL
S'-44 POST a e' CC
2,4 BOT. RAIL -�
ATTAOf RAILS TO POST
10+00 11+00 12+00 13+00
WATERLINE PROFILE
SCALE: HORI AL'. 1 - 50: VE ICAL. 1 '-5
' B
x •• PR. STREET OR - _ _ 2'R
ASL' APPROACH TO
i 31 A BE THE SME AS 8•
1 S MAINLINE ROADWAY.
NI
zz
CONSTRUCTION NOTES n4
1. The existing utilities shown on these plans are based on ovadoble information. The CONTRACTOR sholl be responsible for I
determining Me exact location of all utilities before commencing work and for any damages which occur by the failure 10 locate end p
preserve these utilities. 11 the CONTRACTOR should encounter utilities other than those shown on these plans. the CONTRACTOR uw,
shall immediately FRI the engineer and take the necessary and proper steps to prated the facility and assure the continuance o/ service. O
n
2. The CONTRACTOR shall have approved construction drawings prior to the start of construction, At least one copy of approved rc
plans and revisions shall be kept on-site of all limes. n
MATCH Ex. PVMT.
Rp
3. Cul and /ill slopes mall not exceed 2-hOriiOM01 to 1 -vertical unless otherwise tolled /or on the plans. II
9 N
4. Controlled Fills: P Z
A COMSOIMd compacting shall occur in all fill sections for pavement, lrenche9 for utilities and in other Orem as designated ALY I iv o
on the plans. _ ih
B. Comroned film shall be Compacted to 9B% density as determined by methods per standard proctor ASTM D 698. Density - -------•�1L•'F`QP----- S
shall be verified by a gaaliGed wits engineer. 8• W
C. Cootrdlsd fills shall he compocled in 8 inch lifts (boss thickness) to the specified density. beginning from the existing ROUTE 645 - AIRPORT ROAD
ground surface, unless otherwise approved in writing by o qualified wits engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be Cleared, grubbed. oral stripped of topsoil. The area is
then to be wor'Tied and compacted to a depth of 6 inches to the Same density as the controlled fill to be placed thereon. ENTRANCE TAPER DETAIL
E. Fill material Mall be taken from approved borrow areas. h shall De clean soil, free of roots, woody vegetation, oversizetl
stones. racks. sandy Sail, or other objectionable material. NOT TO SCALE
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. Storm sewer and pavement materials tolled for on the plans refer to standard VDOT desfgnatians.
PMME 4 OOlBIE EN
7. No sonde report was fumisheo for the Cron of the right of way,
8. NI radii indicate edge of grovel, edge of povemeot Gr face of cum as applicable.
CFAUPMRD SXIBfAACf CCAPACTED SLOGIR -
9. The CONTRACTOR Shan obtain a permit from VDOT for the work proposed in the rights-of-way.
10. NI distu,bed R.O.W. monuments ore to be reploced and verified by a certified land surveyor at the CONTRACTOR'9 expense
11. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site comstruction ON SITE PAVEMENT DETAILS
activities.
12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility Company as necessary NOT TO SCALE
SEE SITE RAN FOR LRI TS OF PROPOSED PAREWI T MCTCONS.
13. The designated job benchmark is an existing USGS marker bcoted in the Airport Rood right-of-way. The elevation is 71210.
PReE t I ARCO DOURE %AL COAT TREATMENT:
14. Private Pump stations to have EWRO ONE PUMPS. The Caunty Inspection Deportment to approve and inspect the insloNation of the make and PW AOO "n a M IHS/SY NTH EFS -2 a 0.16 GAL/S'
model of the pump. The pumps for this project shall be submersible. 2 HP, 3450 RPM pumps operating at 230 volts and capable of delivering NTAL SFA: IRB AGOEGATE • 25 lB5/SY 'aTH los-2CRS- a m GAL/SY
14+00 IS USGPM against o blai hood o1 80 feel FINAL SEAL'. A AOGREGAIE • 20 L85/SY WTN CFS -2 •O.JO CK/5Y
15. Fire tones and strlpinq shall be dented as directed by the Frederick County Fire Morehol, THIS CLAS SHAL E USED WHEN DESIGN
SPEED 6 GRFAIER IRAN 40 KPH 0
T2 m5 ME I � AREAS
6�N EL
DEVOPED
IETER CIPILS
BOX and COVER 3-: NOTE: CONE. SS ( AND GUTTER NCUR A RALL
OF 7COD' 011 LESS (KONG FACE OF CURB) SIWI
11" E MID FOR AS RADIAL COLMDIATION CURB AND
(RADIUS TO BE AS iC- C (RADIUS TOE AS CLASS A3
R SZE
METER BO%
AET®1 box COVER
51WxrY On 311
EXISTING
GRADE
NMNTric mawG
TnWk ASbN T
f•
N n Dix.
NN.TMC wal (F.) WIFIH RMU1.T (TCP Llai
Trxac AKEM (Fmw) WDN list -T RCC UN
TINE
♦SAX4 MYE OR
WITHIN THE LIMITS Of THI
RADII SHOULD BE
wlael aelo'M eldnr•Y,
PROPOSED
2 -0"
TYPICAL
MAINLINE ROADWAY
STREET CONNECTION
INCREASED TO 7" ,
WHEN STADARD CG -11 IS
USED rOR
B FACT THIS
SECTAA,&5HOWN
20 DESIRABLE FOR
VALVE BOX
-- -
`RADE
WITH
s AIDARO PaLYEIMYLENE
MOUNTABLE CURB CONF
PLAN
VIEW
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
PLEASE
OTE ISI
SANITARY
LATERAL
CLEANOUT DETAIL
NOT TO SCALE.
FOLLOWING:
• PLANS ARE TO INDICATE
EDGE OF
,)PTIONAL
SMOULDER OR
FLOW LINE
10
P,o• -01
'�� ^�
81< MAX.•
SLOPE CHANCE
�-
D
-�
D
MAINLINE PAVEMENI 5
10 THE R/W LINE (EXCE
STABILIZATION REOUIRED
WHICH CAN BE OMITTED
BE CrNSTRUCTED
ANY SLWRADE
OR MYNLINE PJMT.
N THE :NTR:3RCE.)
MAINLINE
ROADWAY
MEDIUM (500-1500 VPD) <3%
-
yA%
T
MOST
ICPL PL EMENT F RAr FLOW E N NBus M V K MNYEm ra Bora. BM5 50 THAT MJDrNC FLMED
-
D
A RADA. CURB OR COMB"'
ANY GUTTER SMALL NOT
R NE E
R(TYP)
REGUIRE WARPING OF
(W
TH BUFFER STRIP) FLoa, wSBOTH OF RAP FLOOR, M aMI:IETE GWvat NE"
A PORTION OF GUTTER TO
PRECLUDE PONDING
ComWEN $Will"'Nk, ExtaEG MGEeATE SDEWMX, gOWRf'EE-W-RKE.
OF WATER.
CI.eMAalE• AID WOER ROPE TRAISIT ADJACENT TO TO M RAPS ARE 11101 0 N PAYMENT
*411
FOR CM!/NRM AIM WITS.
a0
WEN Mi N CW�CTAH MTX STANDARD CC J M CG -7, TME M FIDE GIM THIS STARDMD 0
TO E AAM6LED 701 MArch THE yOWIMLE Chir AND COMOIRR W
CM M1P5 ME T E LOCATED A5 SNOWM ON THE RA6 W M spot= BY THE EMBEEER.
A
HEY ME TOE D AT IlTER5EC-IONS w VER AN MaSSMEE ROITE N WTIN TN 'HINT al'
356'+ -8
WAIN
W M DMECIM so THE MMER. AND SHOULD NOT E LOCATED B VRe6lE STOP LM.
DIAGONAL
VARIATION M,Tix, LIMB PO 3, FRE HYDRANTS, DROP NLETS, ETC. WILL ASD AFFECT RACEN-MT.
PERPENDICUL CURB RAMP
50;
(ACCESS FOR MOBILITY IMPAIRMENTS)
2C1G5
vR:XPA DEPARTMENT OF TRANSPORTATION
2
N
w�
r
neo
w
�V
Ill
U
K
O
Y�
W
r0
E1
z
LL>
Hw
0
V
10+00 11+00 12+00 13+00
WATERLINE PROFILE
SCALE: HORI AL'. 1 - 50: VE ICAL. 1 '-5
' B
x •• PR. STREET OR - _ _ 2'R
ASL' APPROACH TO
i 31 A BE THE SME AS 8•
1 S MAINLINE ROADWAY.
NI
zz
CONSTRUCTION NOTES n4
1. The existing utilities shown on these plans are based on ovadoble information. The CONTRACTOR sholl be responsible for I
determining Me exact location of all utilities before commencing work and for any damages which occur by the failure 10 locate end p
preserve these utilities. 11 the CONTRACTOR should encounter utilities other than those shown on these plans. the CONTRACTOR uw,
shall immediately FRI the engineer and take the necessary and proper steps to prated the facility and assure the continuance o/ service. O
n
2. The CONTRACTOR shall have approved construction drawings prior to the start of construction, At least one copy of approved rc
plans and revisions shall be kept on-site of all limes. n
MATCH Ex. PVMT.
Rp
3. Cul and /ill slopes mall not exceed 2-hOriiOM01 to 1 -vertical unless otherwise tolled /or on the plans. II
9 N
4. Controlled Fills: P Z
A COMSOIMd compacting shall occur in all fill sections for pavement, lrenche9 for utilities and in other Orem as designated ALY I iv o
on the plans. _ ih
B. Comroned film shall be Compacted to 9B% density as determined by methods per standard proctor ASTM D 698. Density - -------•�1L•'F`QP----- S
shall be verified by a gaaliGed wits engineer. 8• W
C. Cootrdlsd fills shall he compocled in 8 inch lifts (boss thickness) to the specified density. beginning from the existing ROUTE 645 - AIRPORT ROAD
ground surface, unless otherwise approved in writing by o qualified wits engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be Cleared, grubbed. oral stripped of topsoil. The area is
then to be wor'Tied and compacted to a depth of 6 inches to the Same density as the controlled fill to be placed thereon. ENTRANCE TAPER DETAIL
E. Fill material Mall be taken from approved borrow areas. h shall De clean soil, free of roots, woody vegetation, oversizetl
stones. racks. sandy Sail, or other objectionable material. NOT TO SCALE
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. Storm sewer and pavement materials tolled for on the plans refer to standard VDOT desfgnatians.
PMME 4 OOlBIE EN
7. No sonde report was fumisheo for the Cron of the right of way,
8. NI radii indicate edge of grovel, edge of povemeot Gr face of cum as applicable.
CFAUPMRD SXIBfAACf CCAPACTED SLOGIR -
9. The CONTRACTOR Shan obtain a permit from VDOT for the work proposed in the rights-of-way.
10. NI distu,bed R.O.W. monuments ore to be reploced and verified by a certified land surveyor at the CONTRACTOR'9 expense
11. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site comstruction ON SITE PAVEMENT DETAILS
activities.
12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility Company as necessary NOT TO SCALE
SEE SITE RAN FOR LRI TS OF PROPOSED PAREWI T MCTCONS.
13. The designated job benchmark is an existing USGS marker bcoted in the Airport Rood right-of-way. The elevation is 71210.
PReE t I ARCO DOURE %AL COAT TREATMENT:
14. Private Pump stations to have EWRO ONE PUMPS. The Caunty Inspection Deportment to approve and inspect the insloNation of the make and PW AOO "n a M IHS/SY NTH EFS -2 a 0.16 GAL/S'
model of the pump. The pumps for this project shall be submersible. 2 HP, 3450 RPM pumps operating at 230 volts and capable of delivering NTAL SFA: IRB AGOEGATE • 25 lB5/SY 'aTH los-2CRS- a m GAL/SY
14+00 IS USGPM against o blai hood o1 80 feel FINAL SEAL'. A AOGREGAIE • 20 L85/SY WTN CFS -2 •O.JO CK/5Y
15. Fire tones and strlpinq shall be dented as directed by the Frederick County Fire Morehol, THIS CLAS SHAL E USED WHEN DESIGN
SPEED 6 GRFAIER IRAN 40 KPH 0
T2 m5 ME I � AREAS
6�N EL
DEVOPED
IETER CIPILS
BOX and COVER 3-: NOTE: CONE. SS ( AND GUTTER NCUR A RALL
OF 7COD' 011 LESS (KONG FACE OF CURB) SIWI
11" E MID FOR AS RADIAL COLMDIATION CURB AND
(RADIUS TO BE AS iC- C (RADIUS TOE AS CLASS A3
R SZE
METER BO%
AET®1 box COVER
51WxrY On 311
to rt aA
NMNTric mawG
TnWk ASbN T
f•
N n Dix.
NN.TMC wal (F.) WIFIH RMU1.T (TCP Llai
Trxac AKEM (Fmw) WDN list -T RCC UN
�... INS REM MAY RE PRECAST! OR C N PLACE.
CONCRETE TO E CLASS AJ f GS! IN RIDE,
7•�-t'-0' PA-4OW f PRECAST.
1N6 AREA WY E COMOIET, WHEN N COkaeNTG41 MOUNTABLE CURB AID
AT ITE OPTION OF rW CONTRACTOR OMTER IS LMO, THE STANDARD ENTRANCE CUTTEK w
OR STNOMO COWEmI TOR STREET N nEC'nONl
1 Of int: CURB AND GUTTER WYE 70 HALE THE MaUN7 CURB [OEGURATroN ti
SHOWN ON PLANS) I el 0 w94OWN ON PIANS) (H.E. S-) -O
------ r _ CONCRETE
OOMTRLCM PARALLEL TO THE SLOPE O SI"-
I7ACE ODURSES PRDAD A exieRY ETN nWReMx,N 1FtRNR90
70 E TKO INTO Ex15
TINO
NY4'w OF 7' S ~ED SANKER U. IHf TRANSITION IS TO E MAD[
0' OR m( ^NAINGEM SOWADE
SECTION C -A
_
• e CG -7 AT KOULARReft, OPENINGS. F
M CONSTRUCT GRADE C S WITH A exlr Mee U
ARAW TION PARABOLc G'UNE. etpi0ipo r COMBINATION 4N CURB & GUTTER
CURB kI GUTTER v1NMr•Rllllxd �mMpB,B 1 WITS.
__4,__T_® (STPD. CG -B) ®WHEN THE ENtTRAL14CE RA CANNOT ('--�E=�ffffffsw� (SEE VD07 (CG -7) FORDS AND BRIOa 5TAx0MD5 FOR AIDE NFORMA71pN) J
_J
LOU
ggqWqq��
ct Z
LJ CL
��<U
(L0-
% W
N < W W
r J �
v
w
O
a
In
N
T! ^
W
F
U p
Pl�yr Z
r
M
F5
6" SIDEWALIEI
EXP ANSION JOINT
JTHREADED
SLOPE CHANGE
OPTIONAI� -LI
•FLOW
8
EXPANSION JOINT
ACCOMMODATE THE TURNING
DEPTH FOR SIDEWALK T
REORRENEHTS
CURB AMPSTME
4' OR 6- RTYR (LENGTH VARES)
4 •
A�
REPLACEMENT PURPOSES.
D
TINE
♦SAX4 MYE OR
WITHIN THE LIMITS Of THI
RADII SHOULD BE
wlael aelo'M eldnr•Y,
pNOTE: WIDTH "B"-
pRON
2 -0"
TYPICAL
MAINLINE ROADWAY
STREET CONNECTION
INCREASED TO 7" ,
WHEN STADARD CG -11 IS
USED rOR
B FACT THIS
SECTAA,&5HOWN
20 DESIRABLE FOR
VALVE BOX
DETAIL FLOW
ENTRANCES BUILTIN CON
WITH
s AIDARO PaLYEIMYLENE
MOUNTABLE CURB CONF
PLAN
VIEW
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
PLEASE
OTE ISI
SANITARY
LATERAL
CLEANOUT DETAIL
NOT TO SCALE.
FOLLOWING:
• PLANS ARE TO INDICATE
EDGE OF
,)PTIONAL
SMOULDER OR
FLOW LINE
10
P,o• -01
'�� ^�
81< MAX.•
SLOPE CHANCE
�-
D
-�
D
MAINLINE PAVEMENI 5
10 THE R/W LINE (EXCE
STABILIZATION REOUIRED
WHICH CAN BE OMITTED
BE CrNSTRUCTED
ANY SLWRADE
OR MYNLINE PJMT.
N THE :NTR:3RCE.)
MAINLINE
ROADWAY
MEDIUM (500-1500 VPD) <3%
-
yA%
T
MOST
ICPL PL EMENT F RAr FLOW E N NBus M V K MNYEm ra Bora. BM5 50 THAT MJDrNC FLMED
-
D
A RADA. CURB OR COMB"'
ANY GUTTER SMALL NOT
R NE E
TION CJRB AND
BE CONSTRUCTED
(CEP7 OR
REGUIRE WARPING OF
(W
24 CAFFULY-
C mP o
%ti C, BAGWFLL
STAR Apal m
JTHREADED
SLOPE CHANGE
END AND CAP
BEYOND HE /W LI
wauNo u1A - ____T ---------
P,
4' OR 6- RTYR (LENGTH VARES)
4 •
Nr lta Bow PVCN
REPLACEMENT PURPOSES.
D
7
♦SAX4 MYE OR
SEE NOTE)
40 MIN. FOR
wlael aelo'M eldnr•Y,
6X eX4eE
TEMPORMT ROD
MIN,
STREET CONNECTION
n
N
AT FND OF LNE
B FACT THIS
SANTARY LATERA
20 DESIRABLE FOR
VALVE BOX
DETAIL FLOW
----
CUMMFRCA. ENTRANCE
s AIDARO PaLYEIMYLENE
MOUNTABLE CURB CONF
RATION.
RISER MITI CAST IRON LID
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
SEE. STANDARD CG -12 Fi
(01 EWN)
SANITARY
LATERAL
CLEANOUT DETAIL
NOT TO SCALE.
NOTES
TMS ESI TO E WD FOR COMSTM6TION THAT IICORPOAATE5 WPER 5 WAK LANN Ic '41 wNEI
• PLANS ARE TO INDICATE
EN CONSTRUCTION OF
WWID LLIE -"'�'
24 CAFFULY-
C mP o
%ti C, BAGWFLL
STAR Apal m
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES
r
VDOT 2001 STANDARDS (CG- 1 1 l / NOT TO SCALE
GRORD IN
lG``KIOTEA)
24' CAROL
COFACRD
SELFDT BN
SfANDAiiD
CRETE CRAM
SLOPE CHANGE
His
BEYOND HE /W LI
wauNo u1A - ____T ---------
P,
GENERAL BAGnlL
4 •
Nr lta Bow PVCN
REPLACEMENT PURPOSES.
D
7
5
SEE NOTE)
40 MIN. FOR
wlael aelo'M eldnr•Y,
WHEN USED IN CONJUNC
ION WFH STANDARD
MIN,
STREET CONNECTION
n
N
OR CG -7, THE
B FACT THIS
'LOPE To, CONSTRUCTION IDN'
20 DESIRABLE FOR
KRMS51Bl.E MAX.
STAN
STANDARD IS TO BE
MATCH
ED TO MATCH THE
CUMMFRCA. ENTRANCE
B SECTION
MOUNTABLE CURB CONF
RATION.
SECTION A -A
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
SEE. STANDARD CG -12 Fi
OR CURE RAMP DESIGN
GUIDELINES FOR GRADE
CHANGED
TO BE USED WITH THIS
ANDARB
NOTES
TMS ESI TO E WD FOR COMSTM6TION THAT IICORPOAATE5 WPER 5 WAK LANN Ic '41 wNEI
• PLANS ARE TO INDICATE
EN CONSTRUCTION OF
IR
MAIN M
A PLOW LINE IS REOUIR
TO PROVIDE POSITIVE
1LAN 1
PRECAST W CAST RI PLKEI. THE ETEGTIBLE WASNG SAMI E PROVBED BY N EXPOS@ AGGREGATE
DRAINAGE ACROSS THE
RANGE.
MEDIUM (500-1500 VPD) <3%
6%
T
MOST
ICPL PL EMENT F RAr FLOW E N NBus M V K MNYEm ra Bora. BM5 50 THAT MJDrNC FLMED
LOW(LESS THAN 500 VPD) <83
8%
OPTIOMAL FLOW LINE MA
REGUIRE WARPING OF
(W
TH BUFFER STRIP) FLoa, wSBOTH OF RAP FLOOR, M aMI:IETE GWvat NE"
A PORTION OF GUTTER TO
PRECLUDE PONDING
ComWEN $Will"'Nk, ExtaEG MGEeATE SDEWMX, gOWRf'EE-W-RKE.
OF WATER.
CI.eMAalE• AID WOER ROPE TRAISIT ADJACENT TO TO M RAPS ARE 11101 0 N PAYMENT
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES
r
VDOT 2001 STANDARDS (CG- 1 1 l / NOT TO SCALE
GRORD IN
lG``KIOTEA)
24' CAROL
COFACRD
SELFDT BN
SfANDAiiD
CRETE CRAM
.Is
His
rFauyo uNL--- -
wauNo u1A - ____T ---------
P,
GENERAL BAGnlL
4 •
Nr lta Bow PVCN
g1ERNOhBAGILFRP ..
7
--
SEE NOTE)
wlael aelo'M eldnr•Y,
I L)
SECTION A -A
A -es-,
MCP GRADE W/}-100(EA. RAL) 24' CAREFULLY-_. 24' CAREFULLY
LbIPACTE13- COPACTEDSELECI _
SELECT BACKRU -'-
( STONE ACAIEGAR- T N IF.
I I FILL W/Cal HOLE,
U U ChLW,, O WIICIRTE t .+ 6"
NOTES.
ALL LUMBER TO E RESSLNE TREATED YELLOW PRC N0. 2.
ALL HARDWARE TO E NOT -DIPPED GALVANIZED. _
FINISHED BDE TO FACE ADJACENT PROPERTY.
MERE FENCE IS LOCATED ON PROPOSED RETAH,NGE
WALL, RISE 3' DIA STEEL POSTS 4 ATTACH 70 WNL H1H CTE ENCASEMENE
ARCH
R T/2-xe-.8- AND 4-3/: DIA . 6" Heb BOLTS. N,s NIS.
CONSMUC7 (2) 41 GATES SNRAR. PROWS GATE LATCH. NOR: TO E COIPACITO 70 s15R G ASTM EPs WA lI DENsn.
PROPOSED FENCE DETAIL TRENCH AND BEDDING DETAILS
FINE ,
Rim 7o E
rM Wax
d ve
u MW
N
TXIN NOIE9:
,.BOPST
WIR1MremelxWlah
n
I�IIII��®�II�
P,
flledeeMPW PDeNNMF Ox
4 •
Nr lta Bow PVCN
e
CL
T-.0
--
�nory..�oAeIH1���a�y��
wlael aelo'M eldnr•Y,
I L)
SECTION A -A
A -es-,
0 5 DOWELS. B•' LONG
n
N
III■®�I®
5.-0 1113'-0" 5'-0" MN
'LOPE To, CONSTRUCTION IDN'
yet.
KRMS51Bl.E MAX.
I
CONSTPUC nJu JOINT
-B-B
B
N
TXIN NOIE9:
,.BOPST
WIR1MremelxWlah
n
4epOWe1x10rb kr Wen
P,
flledeeMPW PDeNNMF Ox
4 •
Nr lta Bow PVCN
e
CL
T-.0
--
e ) t0 1
wlael aelo'M eldnr•Y,
e iMw wmmP
DUAL METER INSTALLATION
5/B"X3/4', 3f4" &I" METER INSTALLATION
RBun 5
G -RA
O
29A0001
• 7" Y W STD CG -3 OR
1
CG -7 6 USED.
: !
E
,L R, e..0.. 4'-V'
4 •
• e" 12 TZ M/LY Aea MAIL.
oRDCO
e
CL
82
--
e ) t0 1
I L)
SECTION A -A
A -es-,
0 5 DOWELS. B•' LONG
n
N
e 12" PC PERRUSSIBLE
5.-0 1113'-0" 5'-0" MN
'LOPE To, CONSTRUCTION IDN'
yet.
KRMS51Bl.E MAX.
I
CONSTPUC nJu JOINT
-B-B
B
B SECTION
e'
1744TANGENT
_ €
e•,LIWTS OF EXPOSED AGGREGATE SIDEWALK
^
o
E ACCESSBLE ROUTE 5 DEFMD AS A CONTINUOUS
[C
y
UNDOSTRUGIEO STADLE, rpm NO SLP RESISTANT
°
oS�Dv
PLAN PATH ATT CM E APPROACHEDING ALL AICES51ii •[MITERED AND
Lf
v
USED BY PERSONS WITH NOBILITY NPAAWNTS.
NOTES
TMS ESI TO E WD FOR COMSTM6TION THAT IICORPOAATE5 WPER 5 WAK LANN Ic '41 wNEI
•� amxN.
KQLN lfl AT TOP OF CMB RNP. I CUM RAP LENGTH OR FOR fill CONSTRUCTION. 6" FOR
KTGATONS.
CUN RAP ft,l it E CLA% A-3 COW -WTO ICLASS A-4 F RECAST WITH SLP RCS57NT NTLGRAL
(i
DETECTABLE WNWOPS; SMFA E COVERSM Tit ENTIRE MIN OF IEE RNP FLOOR OtAdP FLOOR y Y BE
O
PRECAST W CAST RI PLKEI. THE ETEGTIBLE WASNG SAMI E PROVBED BY N EXPOS@ AGGREGATE
W
FM RAAP MIKI T atCEID A W%W4M AWE of nn.
9LWM0 BEES GF RNP MAY E Pals® WRODTMDILLY 1WRI RNP ROD, DR BY DSNC
Ifpt'
�MENT
w,
I�(I PEIMIavE M REDIs alit•.
T
MOST
ICPL PL EMENT F RAr FLOW E N NBus M V K MNYEm ra Bora. BM5 50 THAT MJDrNC FLMED
TYPICAL PLA.
AT
INTERSECTION SDES CAW E' CAST PNCE NTP 0.KadT W P ART RNP FLOOR. PRECAST GMb11ETE SHALL
AT INTERSECTION
WITHIN
WITHIN CROSSWALK
E aLABs A-4,
To COR KONG BOTH 5 S OF THE RMP
CROSSWALK Epg� MAN ,B , m E w.6 X s" SLICED ram ME
(W
TH BUFFER STRIP) FLoa, wSBOTH OF RAP FLOOR, M aMI:IETE GWvat NE"
GAM MIDI SO Mt M[pl p NO PMD F01 AT THE CWTIMOT UNIT PONCES Fall WDRAA C CEMENT
ComWEN $Will"'Nk, ExtaEG MGEeATE SDEWMX, gOWRf'EE-W-RKE.
N
CI.eMAalE• AID WOER ROPE TRAISIT ADJACENT TO TO M RAPS ARE 11101 0 N PAYMENT
FOR CM!/NRM AIM WITS.
a0
WEN Mi N CW�CTAH MTX STANDARD CC J M CG -7, TME M FIDE GIM THIS STARDMD 0
TO E AAM6LED 701 MArch THE yOWIMLE Chir AND COMOIRR W
CM M1P5 ME T E LOCATED A5 SNOWM ON THE RA6 W M spot= BY THE EMBEEER.
A
HEY ME TOE D AT IlTER5EC-IONS w VER AN MaSSMEE ROITE N WTIN TN 'HINT al'
WHETHER $Kill .K a DE -
WAY W A "WAY /aITY MOSSES A CURB ECM U WHE
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