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VDOT GENERAL NOTES SELECT MINIMUM U STA DAR05 2 ��
'�} 89A
t, SELECT WHIM STANDARDS ` 1 1 C
mrl Rev. May 1, 2004
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EROSION'iAND SEDIMENT CONTROL NARRATIVE VDDT General Notes
1.
i ;,,£, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after 2 C 0
'`' final grade is reached on an portion of the site. Temporary soil stabilization shall be applied within
PROJECT DESCRIPTION V1. All work on this project shall conform to the current editions of and latest revisions to the 9 Y P P rY PP ;1 28 cq,, .
This proje;t�,;outlines the construction of a 10,000 sf building, parking areas and Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the seven days to denuded areas that may not be at final grade but will remain dormant for longer .. �OM 40 rie�
trovelways�i= Stormwoter management facilities have been provided for this project by Virginia Erosion and Sediment Control Regulations, and any other a plicable state, federal or local than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for 2 �® pk
earner development• regulations. In case of a discrepancy or conflict between the Standards or Specifications and more that one year.
tf Regulations, the most stringent shall govern. Z A 1 riy� 4
EXISTING si�EiCONDmONS r During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected - A
The s to cons sts of 1 drainage area that is current covered with vegetation. This site V2. All construction shall comply with the latest U.S. Department of Labor, Occu tional Safety O
g h g with sediment trapping measures. The applicant is responsible for the temporary protection and
is currentlyvacant. and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally /
i, Regulations.
ADJACENT PROPERTY transported from the project site. ,7 / � N b
V3. When working within VOOT right-of-way, , all traffic control whether permanent or temporary, , 1 2 �o>+ `9 / z z
, The site isffiounded by Interstate 81 to the east, Sulky Dive to the west, and other g g Y , Pe P ry /• 2
undevelopedf`commercial lots to the north and south. shall be in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap I.; Op, � ,� Al � R lows p%C / O M � in o
i all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDDT Road sediment shall be constructed as a first step in any land disturbing activity and shall be made <� 9� . SITE -Les kit C°,�e o W
'1F and Bridge Specifications. functional before upslope land disturbance takes place. +� / a_ Z
cRmCALI 1! EROSION AREAS '� % a
All areas ail ?this site will be considered critical erosion areas and shall be monitored daily. V4 The developer shall be responsible for relocating, at his expense, any and all utilities ,,� `5' o W W 1-: =
t Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions GQ W W W W
This site will be monitored during construction to ensure excessive erosion is not taking including traffic signal poles, junction boxes, controllers, etc., owned by VOOT or private • public public, utility C - 1 6 % f a 8 7 A / o W M o 0 0
pp immediate) after installation. W W
place. Tfillocal governing body E&S Administrator, or their agent, will have the authority Companies. It is the sole responsibility of the developer to locate and identify, utility fail sties or stems Y �� Qj! ��• V. � 1 � �o o / � � � � � z z o
b am mm�gn'dnkhe placement of additional erosion control measures in this are, if it that may
the ideveloconflict
er from the
thispres responosed sibility.
activity. VDOT approval of these plans does not Underground utility lines shall be installed in accordance with the following standards in addition to ��,� S 0 W z z = = W
ec es a .ids t during construction that the ones in place are not functioning sufficiently. y p p ty 9 tY 9 ^ M = U 3
i'; other applicable criteria: • 1 '4 MV'` � 1 l I - ./ � � � � V)
EROSION AND: SEDIMENT CONTROL MEASURES V5. Design features , relating to field construction, regulations, and control or safety of traffic may s �t K, 8 6 C � / W W W W W Q
Unless otfie`rwise indicated, all ve etative and structural erosion and sediment control be subject to Chan a as deemed necessa b VDOT. An additional ex ense incurred as a result of a
9 � � rY of Y P -No more than 500 linear feet of bench may be at one time. � � ® / o 0 0 0 0 0 qq
practices stall be constructed and maintained according to minimum standards and any field revisions all be the responsibility of the developer. -Excavated material shall be placed on the uphill aide of the trench. 18 �� 87C 87� N N N N N to o
specifications of the regulations. The minimum standards of the VEESCH shall be adhered -Flow from dewaterng operations shall be filtered or through an 2 N, 11 B / � � � ' � '
to unless `otherwise waived or approved by a variance. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary a r9 ��. °� t /
pproved sediment trapping divide or both, and discha ed in a manner that 3B 1 9 ('
VDOT land use permits for an work within VDOT ri lit-of-wa
i; P Y 9 Y does not adversely affect flowing streams or off -ate property.
STRUCTURAL PRACTICES -Material used for bock filling trenches shall be compacted in order I e av
' Construction, Entrance: A construction entrance shall be constructed in the location shown V7. If required by the local VDOT Residency Office, a re -construction conference shall be to minimize erosion and promote stabilization. )e 2 / 7 W o co � o v,
, on the plans to assist in the removal of sediment deposits from construction traffic prior arranged and held by the engineer and/or developer with the attendance of the contractor, various-Restabilization shah be accomplished in amdance with the regulations. • 6, .a ® 21 M�/Y C 8 6 '�' ' S % Q N N M
to entering Ithe public right-of-way. County agencies, utility companies and VDOT prior to initiation of work. Applicable safety regulations shall be complied with. I 2 3 ph�O ,1 ® N � � -, -, � -,
41. Where construction vehicles access routed intersect paved or public roads, provisions shall be made J 9 • �te �, "`�� < - N N M
Silt Fence Will be installed as shown on the plans. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease 2z9-2�4 86 A �e
for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment 22 ,98 sic ��d 3
Inlet and Outlet Protection: Wi11 be constructed as shown on the plans to prevent scouring to any required or requested inspection. is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at 2rJA i^
P P P 9 Y pCA
and degradation down slope of pipe. outlet. the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and '` z1Z ns he
�i V9. The contractor shall be responsible for maintaining adequate access to the project from the transported to a sediment control disposal area. Street washing shall be allowed only after sediment �g iH OF
' adjacent public roadwayy via a construction entrance that is constructed and maintained in accordance is removed in this manner. This provision shall apply to individual development lots as well as to ^ �'' �/%%ron� n^ %.%-• • -INV EP�' b
VEGETATNE:,PRACTICES with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to larger land -disturbing activities. :'I „ ,
Top Soiling: Topsoil will be stripped from the site and stockpiled in an area determined in other properties affected by this project shall be maintained through construction. The Developer shall VICINITY MAP 1 = J®® y
the field.:<Upon the completion of the project topsoil will be placed on all disturbed areas have, within the limits of the project, an employee certified by the • Virginia Department of Conservation All temporary erosion and sediment control measures shall be removed within 30 days after final site
at a minimum depth of 4 inches. and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control P ry 'j OMICHAEL M. ARTZ
devices and measures on a continuous basis for proper installation and operation. Deficiencies shall
stabilization or after the temporary measures are no longer needed, unless otherwise authorized by
Tern ora "-, P P the local program authority. Trapped sediment and the disturbed soil areas resulting from the No. 1513
p ry,`Seeding: all denuded areas left dormant for more than 30 days shall be be promptly rectified. P g PPe g /'19 seeded with,a fast germinating temporary vegetation appropriate for the time of year. See disposition of temporary measures shall be permanently stabilized to prevent further erosion and PROJECT DATA: /jJ'/�Jo
Table 3 31 B - Acceptable Temporary Seeding Plant Materials. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and sedimentation. !
„i q g g PROJECT.
at the end of construction. 9+0
TOTAL AREA OF SITE: 0.776 ACRES �a
MANAGEMENT, STRATEGIES SURVE
i Construction of all sediment traps, sediment basins, sediment barriers, diversions, and VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a GENERAL NOTES CURRENT ZONING: B2
sediment e¢trapments shall be the first step before any upslope land disturbance can minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage CURRENT USE: VACANT
bICK TRUCKS
egin, and,l'shall be functioning Earthen structures must be stabilized with seed 1. PERMITS MUST BE ISSUED VDOT PRIOR TO ANY COP! IN A PUBLIC RIGHT OF WAY.
g facilities at conflict points. PROPOSED USE: RETAIL/SHOWROOM/
and mulch *immediately upon completion. Construction will be sequenced so that grading 2. THE ON UNIFORM TRAFFIC DEVICES (MUTCO) MUST BE ADHERED TO WHEN WORKING IN A RIGHT WAY.
operations„ijvill begin and end as soon as possible. The contractor reserves the option to VI 2. An Unusual subsurface conditions (e.g., unsuitable soils, springs, Sinkholes, voids, Caves, etc.)
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING LEAVING THE SITE. `1 � AUTO PARTS INSTALLATION
construct erosion control measures within a limited drainage area prior to work in that encounteredduringthe course of construction shall be immediately brought to the attention of the 4• ANY DAMAGE ON NEIGHBORING PRO AND THE COUNTY ROADS AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SiTE WILL BE THE BUILDING HEIGHT ALLOWED: 35' MAX.
area. (ie ,The contractor does not have to construct erosion control measures for the engineer and VDOT. Work shall cease in that vicinity until an adequate design con be determined by RESPONSIBILITY of THE ELOPER. ALL MUST REPAIRED Tao OONOrrKNVS. BUILDING HEIGHT PROPOSED: 24' HIGH CANOPY
entire site,4t the beginning of the project.) the engineer and approved by VDDT. 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLEDIN ACCORDANCE THE ]BUILDING
EROSION AND SEDIMENT CONTROL HANDBOOK'SECTION 3.02. THE F.A.R.: 1.0
c OR MUST MAINTAIN THIS ACCESS FOR THE DURATION OF THE PROJECT. SITE INFORMATION:
6. THE CMMAUOR WILL BE IBLE FOR THE POSITIVE DRAINAGE OF THIS SITE. BUILDING -§ETBACK REQUIREMENTS B2
After achiev,.ing adequate stabilization, in the opinion of the local administrator, the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT 7, c RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND DISTURBANCE PERMITS PRIOR To CONSTRUCTION. ADDRESS: SULKY DRIVE
temporary -(erosion and sediment controls shall be removed and any areas disturbed during representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall 8• AL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND GUIDELINES SET FORTH BY OSHA AND FRONT: 35
this process shall be stabilized. be present to insure the sample obtained is representative of the location. When soil samples are 9. THE Co MALL NOTIFY ARTZ ANO ASSaCU1TES AT (540) 667-3233 ANY DISCREPANCIES BETWEEN THE AND EXISTING SITE LEFT: 0 TM75 - ((3)) - 17
submitted to private laboratories for testing, the samples shall be clearly identified and labeled as CONDITIONS.RIGHT: 0
PERMANENT _STABILIZATION belonging to a project to be accepted by VDOT and that testing shall be performed in accordance 10. THE DEVELOPER IS RESPONSIBLEFOR THE ]RELOCATION OF ANY UTILITIES REQUIRED BY THIS SiTE PLAN. ZONED: B-2
All areas disturbed by construction, not otherwised stabilized (i.e. covered by structures or with all applicable VDOT standards and procedures. 11, ALL EROSiON AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. REAR: 50 (INTERSTATE 81) INSTRUMENT 040025539
pavement) shall be stabilized with permanent seeding immediately following finish grading. 12 ALL CONTROLLED FlLL MUST BE COMPACTED TO A MINIMUM OF 95 DENSITY FOLLOWING METHOD 'A' THE STANDARD aR -D698, BUILDING SETBACKS PROPOSED
. It1. Seeding shall be done in accordance with the VESCH 3.32. Any alterations from this V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be AASHTO-T99, OR VTM-1 AS LE. ANY FiLL PLACED UNDER BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND AP BY A FRONT: 73.8'
11 documents, all be approved by the local erosion control administrator. See Table 3.32 - compacted in six (6) inch lifts to 957 of theoretical maximum density as determined by AASHTO PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL SU THIS NOTE IF ,
Site Specifc,'Seeding Mixtures for Appalachian/Mountain Area. T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO ANY SITE WOW. ALL UTILITIES ON THiS ARE APPROXIMATE LEFT: 4'5 , OWNER/DEVELOPER:
i; street right-of-way. •At the direction of VDOT, density tests shall be performed by a qualified LOCATIONS AND NOT ALL UTILITIES MAY BE RIG T 9 5
t' " d rt
STORM WATEa MANAGEMENT independent agency in accordance with VDOT Road and Bridge Specifications. Ce ified copies of test 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS REAR: 53.6' //'1"1
Storm woter;tmanagement facilities have been provided for this site by previous reports shall be submitted to VDOT daily, unless specified otherwise. SPEC�1 IONS SET BY THE CITY OF WINC DEPARTMENT OF PUBLIC WORKS. THE C WILL OBTAIN ALL NE PERMITS AND COORDINATE KEN-MOR PROPERTIES
development."Ii THE WORK WITH PUBLIC. WORKS. .
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 15. THE C OR WILL CONTAIN AND S ON SITE. THE Word( MUST BE LEFT iN AN ORDERLY MANNER AT THE OF DAY. GREEN SPACE CALCULATIONS 2148 MORGAN FREDERICK GRADE
ts. AN SET of SiTE Must BE SITE oultiNc THE c,4�vsTRt�naN PROCESS. CROSS JUNCTI®N, VA 22625
MAINTENANCE and/or as specified by VDDT. 17. THE OR WILL NOTIFY ALL UTILITY COMPANIES To EXCAVATION WITHIN EASEMENTS. " ..
All erosion °pnd sediment control measures will , checked daily and after each significant 18. THE OR WILL SEED AND STRAW DISTURB THAT WILT. BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. 15% REQUIRED. (0.776 * 0.15 = ) 0.1164 AC. (540) 722-6744 rainfall. They will be inspected for undermining, deterioration, erosion and excess deposited V16. The installation Of any entrances and mailboxes within anY dedicated street right-of-way 19 WILL UNDERGROUND.20.$% RROVhDED (0.1615/0.776) 0.1615 AC.
material `a Ail deficiencies will be corrected immediately. Excess material will be spread on shall meet VDOT minimum design standards and is the responsibility of the developer. 20 MUSE Y 11 TO GLARE ONTO ADJOINING AND ROAD RIGHT WAYS.
the site m..a manner where it is not likely to erode in the future.
V17. Prior to VDOT acceptance of any streets, ull required street signal a and/or pavement ER®SI A SEDIMENT CONTROL Not S All seeded areas will be reseeded, mulched and fertilized as needed to obtain an adequate markinggs shall be installed by the developer or, at VOOT's discretion, by VDDT on an account L AIIVG SPACE CALCULATI®IVS SEAL AND SIGNATURE
I 0.stand of grass. receivoble basis following the Manual On Uniform Traffic Control Devices. (;FNERAI. EROSION AND SEDIMENT CONTROL
';,i REQ 1/FIRST 10,000 SF BUILDING
l V18. The develo er shall rovide the VDDT Residenc Office with a list of all material sources rior THEN 1/30,000 ADDITIONAL SF PATH OF
, , P P Y p ES-1: Unless otherwise indicated, all vegetative and stnrctural erosion and sediment control practices will be con ed and maintained �1 �� t-
to the start of construction. Copies of all invoices for materials utilized within any dedicated street according to minimum standards and specifications of the irginia Ero�on and Sediment Control Handbook and Virginia Regulations VR REQ IRED o4; �c
right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. 625-02-00 Erosion and Sediment Control Regulations. TOTAL 9,934 SF PROPOSED BUILDINGS -4
FIRE MARSHALL GENERAL NOTES unit and total prices may be obscured. 1/9,934 = 1 1 0 ,
t€ ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one week prior to the TOTAL RE JIRED 1 v MICHAEL M. ARTZ p
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
1. AN '1N,SPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE mechanical spreader. Density will be determined using the densit�yy control strip rn accordance with commencement of land disturbing activity, and one week prior to the final inspection. TOTAL PR01fIDED 1 No. 1513
I WHERE CURBING MUST BE PAINTED YELLOW. Section 304 of the VDOT Road and Bridge Specifications and VTIu-10. A certified compaction d
' i �� technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing.
.2. NOiPARKING -FIRE LANE" SIGNS WILL BE PLACED ON THE SITE unless specified otherwise. In addition to checking stone depths, a VDDT representative shall be Pi�IN CALCULATIONS ��a
M a notified and given the opportunity to be present during the construction and testing of the density ES-4: A copy of the approved erosion and sediment control plan shall be maintairl�ki on the site at all times. 0 SURV��oS
,• -f'+� 1, ATr§rTHE FIRE MARSHALL S DISCRETION. control strip. REQ IRED
ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans, (including, but not limited to, off -site 2000 SF RETAIL @ 1/200 10
3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan 7334 SF BAY AREA - 4 BAYS @3/BAY 12 �' IN CONFORMANCE WITH COUNTY
AS'`DETERMINED BY THE FIRE MARSHALL. Road and ridge Specifications. Density shall be determined using the density control strip as specified approving authority. 600. SF OFFICE 2.4 THESE PLANS ARE
, ,,,,'.", in Section 315 and vTM-76. A certified compaction technician shall perform these tests. Certified TOTAL 24.4 N 24 OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
t ''' copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDDT ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and 39 PROVIDED (2 ADA)
representative shall be notified and given the opportunity to be present during the construction and sedimentation as determined by the plan approving authority. OR CHANGE IN THESE' PLANS SHALL BE APPROVED BY J
TRIP GENERATION DATA testing of the control strip. THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
V21. In accordance with Section 302.03, the foundations for i culverts thirty-six 36 inches ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site
SEE SEA RATE TRAFFIC STUDY REPORT PPeY- • ( ) development until final stabilization is achieved. LANDSCAPING CALCULATIONS 1.l' and larger shall be explored below the bottom of the excavation to determine the type and condition (,U
I i of the foundation. The contractor shall re ort findings of foundation exploration to thie engineer and ES-8- During dewatering operations, water will be pumped into approved filtering device. BUFFER SETBACKS FREDERICK COUNTY PUBLIC WORKS APPROVAL
"I ` VDDT fora royal rior to )akin i e. Foundation designs shall compI with VDOT Road and Bridge
j l a,'" Standard P�P 1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation NONE REQUIRED V) r
SURVEY N®TES Es-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary
i design and/or need for foundation stabilization shall be determined by the engineer and approved by repairs or cleanup to maintain the effectiveness of the erosion control devices shall be mad® immediatey. PERIMETER LANDSCAPING
VDDT. 16,162 SF .. of W
t REQUIRED 1/2000 = 8.08 = 8 TREES Q_
I It i 1. BOU DARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A V22. Approval of these plans shall expire three (3) years from the date of the approval letter. r-
INTERIOR LANDSCAPING DIRECTOR DATE �- tj
,;/ FIE *RUN SURVEY PERFORMED BY OTHERS. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or FREDERICK COUNTY SANITATION AUTHORITY 39 PARKING SPACES @ 1/10 = 3.9 4 TREES Z .
;; ,, I11
as specified by VDOT. -�'
FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL .�
2. TH PROJECT BENCHMARK IS THE EXISTING FINISH FLOOR OF 759.00 V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these � r-a
,1 ;' 1.�' `I 1 It plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be CONSTRUCTION NOTES w ® Z
li'. i .x given by VDOT after grading is mostly complete. - '......
i #I { i , , 1. The Authority's Water and Standards and Specifications are available at 2221cso-water.com .�
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. L Itf 6 t PLAN ~ 1 H
1 C®N TA C T N U M D ER S 3. Water and sewer lines oe to be constructed in nce with these plans and shall meet all Auth as � Z �
,, � 4. The contractor shall coordinate with, and arrange for in • by, the Authority. 04ED PLAN REVIEWER DATE 2 -
KEN-M���,I; PROPERTIES: 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. je?� I W H
1 I'':' MORRIE CLARK 540) 722-6744 INSPECTIONS DEPARTMENT NOTES 6. n an existing water main is t for ttte installatiot of a new line: Z
, ji ' ( a) The Authority shall furnish all labor and material ^ / FREDERICK COUNTY ZONING APPROVAL W �
f ,,$ i. Building shall comply with The Virginia Uniform Statewide Building code and use group S, b) The contractor must 66r06 LLJ � 11_ H O
ENGINEER NG FIRM: Store a and use roll M Mercantile of the International buildin Code 2000. Other Code t. make a icat�an orld d _ ® ® r
i � .,t ; ( 9) 9 P ( ) 9 ✓ pa' pal'
tl 1 ;ARTZ &ASSOCIATES, PLC 540 667-3233. mark the top location
( ) that applies is ICC/ANSI AlA117.1-98 Accessible and Usable Buildings and Facilities. Plans -_ W v
, 3. coordinate installation wrath the oigineering-assistant � W � a
f; � submitted for permits shall be sealed by a Yrginia Design Professional This includes structural 7, Exact locations of water and sewer on new lines are to be coordinated with the Authori 's inspector. w ® Z w
ZONING* NFORCEMENT: and s stems on the assembly use. S Special ins inspections under Cha ter 1718C is re uired on this / , ,t i , „li Y Y P P P q 8. The Authority's maintenance department shall furnish and install all water meters through 2® in size. It is the > Z 10
+P#t, DEPARTMENT OF PLANNING (540) 665-5651 type structure. (soils, concrete, steel etc.) controctor's responsibility to hove the meter box assembly installed correctly. Before a permanent meter is Z NG ADMINISTRATOR DATE � Q w
4 } t # , installed• O [Y
fil
` SITE INS aECT10NS: 2. Fire rating on the exterior wall is required close to property line please submit UL listing of ®) The meter box' °rift' its ire and lover' must be aligned wire' tP1e coppersetter. V --� LL-
i, I ` t b) The frame and cow shall be set to final grade.
it
tilDEPARTMENT OF INSPECTIONS (540) 665-5650 rated assembly at the time of permit application. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches THIS SITE PLAN IS VALID FOR (5) FIVE
d) All con, of the meter box assembly shall be in working order. YEARS FROM THIS DATE OF APPROVAL A�3utbeiaiand
or90 Engineering. PLC
EROSION AND SEDIMENT CONTROL: 3. All required egress shall be accessible to a minimum area of rescue on the exterior of the 9. For water and sewer servik�s that coined to existing tines
' ' .Y , *.DEPARTMENT OF PUBLIC WORKS (540) 665-5643 building (note fire rating of walls within 12" per IBS) and 50% of all entrances shall be a) The location of the sw4ce lateral is to be coordinated with the Authority's engineering assistant - lino SURVEYING LMD PLANNING DMOPMENi
I a 18 East Piiccadlly Street
11
accessible. b) An *cation for Service must be made and fees paid before will begin. 1nNc2iEsiER, va 22801-a7+o
SANITAR' SEWER AND WATER: c) The Authority shall furnish and installl ar 5/8', ?' and 1' water es. THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS, 5<a-867-3233 FAX 5�a-e�7-91�
m w TOLL FREE 1-800-755-7320
i FREDERICK COUNTY SANITATION AUTHORITY (540) 868-1061 d) F� all 1 yt and 2 water services, the shall make the t� and bring the piping to the fine. The STEEP 1.
:SLOPES, WOODLANDS, OR ANY ENVIRONMENTAL
contractor shall furnish and instal the meter vault assembly. The Authority will install the meter.
i� I1 !, e) The will Install all sewer laterals. AUGUST 1, 2005
,, ,Is,.;. TELEPHO E. VERIZON (301) 954-6282 10. Any • line must have ® prevention assembly (double check vane cr RPz as required). The FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENT
i I' ' I l 'i assembly must meet ASSE standard No. 1015 or 1013.
I` ELECTRI Ir ALLEGHENY POWER (800) 654-3317 11. ilines ahallha Io�prevent� aassmb; (detector double check valve or �Z, as required). The (OTHER THAN LIMESTONE OF COURSE)
or My exterior. privately owned fire line shall also have a Fire
l , , 1,r service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes
1 GAS:: ;ji; SHENANDOAH GAS COMPANY (540) 869-1Ill 12 required. ' PROJECT 21282
I Engineer shall review the mechanical drawings containing the domestic and fire service meters and w
',' 1} , and the designs and rnatertais. .
Al' MISS UTILITY: 1-800-257-7777 SHEET 1 OF 6
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1 GARAGE BAY N
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32.68'
TM #75-3-16
CLIFTON E. (& GERALDINE K.
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#040020867
ZONED B2
USE: VACANT
0.750 AC.
131
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TM #75-3-18
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913/1429
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PLT H OF
MICHAEL M. ARTZ
No. 1513
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A Subsidiary of Valley Engineering, PLC
AND SURVEYING LAND FUNNING DEVELOPMENT
rL 16 East Mccad{f!y Street
ININCHESTER, VA
TEL 540-667-3233
22601-4740
FAX 540-667-9188
TOLL FREE 1-800-755-7320
AUGUST 1,
2005
SCALE 1 "
= 10'
PROJECT #21282
SHEET 2
OF 6
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PLANT SCHEDULE
SYMBOL QUANTITY COMMON NAME HEIGHT:... LOCATION ' TYPE
5 SUGAR MAPLE V CALIPER PARKING LOT SHADE TREE
3 DOGWOOD 2' CALIPER PARKING LOT SHADE TREE
4 EASTERN REDBUD 2' CALIPER PARKING LOT SHADE TREE
�3 93 EVERGREEN HEDGE PARKING LOT 3' HEIGHT
TM #75-3-16
:TON E. & GERALINE K.
BORDEN
#040020867
ZONED 82
USE: VACANT
N 54'411M-�*g55.65
1 131,58'
12.00'
.58'
S 54*40' 11 " E 264.54'
TM #75-3-18
RALPH S. GREGORY
913/1429
ZONED 82
USE: VACANT
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THIS, SHEET TO BE USED FOR LANDSCAPING ONLY
NOTE: TREE LOCATIONS ARE APPROXIMATE.
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No. 15133
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Artz and Associates,
PLC
A Subsidiary
of Valley
Engineering,
PLC
LAND SURVEYING LAND PLANNING DEVELOPMENT
16 East Piccadilly Street
TEL
WINCHESTER, VA 22601-4740
540-667-3233 FAX 540-667-9188
TOLL FREE 1-800-755-7320
AUGUST 1,
2005
SCALE 111
=
10,
PROJECT
#21282
SHEET 4
OF
6
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oil ��;:•ice.
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STONE CONSTRUCTION ENTRANCE
cam
Pruo+dcr
7W MIN.
m. _....... FIM aM 'r a' M11.T Al t otlNrAeta t1o1M
SIDE ELEVATION (tea
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oou13E TO SEWIT
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• MUST WW FULL Natll
OF 01MVIIIII01111 PLAN VIEW
12'
HT-Ir _MK
FLTER CM -�
SECTION A - A
SECTION B - B
Adagae from 10M 11er*W 9lmeard. for Sol
and ft DOC
A Dt•J,7A 78
B., B NOTES
1, DEPTH OF. INLET (HI TO BE SHOWN ON PLANS.
B
i B 2...11i. "H"
IDIMENSION SHOWN ON THE STANDARDS
A - -- --- j - -- -- - AND SPECIFIED ON THE PLANS WILL 8E
11� MEASURED FROM THE INVERT OF THE OUT( ALL
I m < + _.- _ _._ .J PIPE TO THE TOP OF THE STRUCTURE..
-. ._.�._._._ KAN "H" DIMENSIONS ARE APPROXIMATE ONLY
- ______ FOR ESTIMATING PURPOSES AND THE ACTUAL.
DIMENSIONS SHALL BE DETERMINED BY THE
I CONTRACTOR FROM FIELD CONDITOONS.
.MAXIMUM DEPTH (H) TO BE 12'-8.
PLAN PLAN 3• WHEN SPECIFIED ON THE PLANS THE INVERT IS
(COVER REMOVED) TO BE 5HAPEO IN ACCORDANCE WITH STANDARD
A•4'-4" (12' - 36" PIPE) (COVER REMOVED) IS. THQ COST OF FURNISHING AND PLACING ALL
8:3'•D" (12" - 36" PIPE) GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
A•4'-10" (42" PIPE) - INCLUDED IN THE BID PRICEN FOR THE STRUCTURE.'
B-3'-6" (42" PIPE) CONCRETE COVER
(FOR DETAILS SEE . 4, IN TI4E EVENT THE INVERT OF THE OUTFALL
CONCRETE COVER SHEET 2 OF 3) PIPE IS HIGHER THAN THE BOTTOM OF THE
(FOR DETAILS SEE AGGREGATE. STRUCTURE. THE INVERT OF THE STRUCTURE
SHEET 2 OF 3) -SEE NOTE7. 'SHALL BE SHAPED WITH CEMENT MORTAR TO
�-AGGREGATESEE NO1E7 PREVENT STANDING OR PONDNG OF WATER
,
i IN THE STRUCTURE. THE COST OF FURNISHING
d W j AND PLACING ALL MATERIALS INCIDENTAL TO
SEE NOTE B. `� j 5EE NOE 0. THE SHAPING 15 TO BE INCLUDED IN THE 810
> j PRICE FOR. THE STRUCTURE.
5"MI i LIFT HOLES
- � S::' STEPS ARE TO BE PROVIDED WHEN H 15 4'-0"
> STEPS. SEE NOTE 5. > OR GREATER. FOR DETAILS SEE STANDARD ST-1.
_ 6. REINFORCED CONCRETE FOOTING MAY BE
PRECAST OR CAST -IN -PLACE. TWO LIFTING
> 0 ; X HOOKS OF FABRICATORS DESIGN TO BE
X
C-^ I PROVIDED IN PRECAST FOOTING
7, 4" DEPTH AGGREGATE 16B,118.OR 18 X 6" WIDTH.
B, DETaHIR ED TIC
SEE NOTE 4. HARWARECLOH '/,MESOGALVANIZ
SECTION A A AMETER 0.03".
SECTION B-B NUMBERW4ELIESH HHAARDWAERE'CLOTH ANCHORED
CAST IN PLACE FIRMLY TO THE OUTSIDE OF THE STRUCTURE,
FOR USE WITH 12" TO 42" PIPES PRECAST
9. THE TYPE OF INLET IPRECAST OR CAST IN PLACE),
NOTES (CONY.} DETAILED HEREON, TO Be CONSTRUCTED, WILL BE
13, :.PAVED DITCHES ARE TO BE TRANSIPONED TO MEET
INLET. GUTTER AS SHOWN IN STANDARD PG•2A
14, 'PROVIDE SAFETY SLABS WHEN SPECIFIED ON
THE PLANS.
INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) 0362. CU_YDS. (12" - 36" PIPE)
0:410 CU. YDS. (42" PIPE) SHEET i OF 3
I SPECIICATON _ -
""`"`"C` STANDARD MEDIAN, DR.OR .INLET:
141 - 12". To 42" PIPE503 :
VIRGINIA DEPARTMENT .OF TRANSPORTATION- ' - 104.22
RECOMMENDED MINIMUM
HEIGHT CHART
PIPE
SIZE
H DIMENSION
CONC.
CORR. METAL
12"
2'-6"
2'-5"
21"
3'-33',"
3'-2"
24"
3'-7'
3'•5"
27"
3-10'/4"
3'•8"
30"
4'-1V2"
31-11"
33"
4'-4Y,"
4'-2"
EVISED ON 7/05 -
DI-7,7A,7e DETAILS OF CONCRETE- COVER AND
GRATE:
(�6
� .. . �
DETAILS OF GUTTER
5' a" 2" DIAMETER BAR a 10.68 LBS./FT.
OR N0, 14 BILLET STEEL BAR o 7.65
1 CRATE A IS TO BE USED
',.WHEN
_AND
METHOD OF PLACEMENT
t'-2"
LBS./FT„ (ASTM A615, GRADE 60.
INLET' IS LOCATED IN
MEDIAN OR OTHER AREAS NOT
RATE A
NORMALLY SUBJECT TO TRAFFIC.
NOTES
N
Ar,ELp
2, CRATE B IS TO BE USED WHEN
L
DI 7 NO GUTTERS.
INLET IS LOCATED ON SHOULDER
DI-7A NO GUTTER IN ONE DIRECTION.
-
OR OTHER AREAS SUBJECT TO
DI.78 GUTTER IN BOTH DIRECTIONS,
:t
o
TRAFFIC.
A-'
1
A
3. FOR DETAILS OF LOAD CARRYING
2.
JOINTS BETWEEN GUTTERS AND CONCRETE COVER
ARE TO BE DOWELED WITH 64 X a" SMOOTH
D.
L2"X2"X�/""
11/z„
GRATE (GRATE 8). SEE T-DI-7,
RODS a APPROX, 12" C-C TO PREVENT SETTLE-
X 4„
L2�2'X21/t"XI/4"
SHEET 103.08.
MENT, IN LIEU OF DOWELS A 2" X 4' NOTCH MAY
5TUD SMEAR
CONNECTOR
DETAIL A
4. CONCRETE COVER AND GRATE
BE PROVIDED.
SEE STANDARD T•01•3, 4 ALTERNATE DESIGN,
ARE TO BE FURNISHED AS A
t� GRATE TYPE
g I OR ul r5X5'-0" BARS
,FROM PLANS) (12 REO'0.)
SINGLE UNIT. OUTSIDE
DIMENSIONS OF RATE TO
BE 3'-4" X 2' 11 ," (GRATE Al
3.
VARIABLE 2:1 OR FLATTER.
j PLAN VIEW
OR 3' 4" X 2' it/2' (CRATE 8).
4,
DITCH GRADE MUST BE ADJUSTED TO MEET
SEE DETAIL
DlrS.
2Y „
DIFFERENCE IN ELEVATION. SEE LONGITUDINAL
SECTION.
e iv
°
N
ALTERNATE METHODS OF.
ANCHORING ANGLE IRON WILL BE
ACCEPTABLE IF APPROVED BY THE
5•
IF DEPTH (Q) BECOMES LESS THEN 4", LENGTH
gl/Z.
„
ENGINEER.
OF WINGS ARE TO BE EXTENDED AS DIRECTED
SECTION A -A
31
6Y THE ENGINEER.
SECTION B-B
6. CRATE AND COLLAR ARE TO BE
6.
CURTAIN WALL TO BE LOCATED AT THE END OF
GALVANIZED.
THE PAVED DITCH SECTIONS OF THE 01-7A 6
GRATE A
01-70 THAT ARE NOT ABUTTED BY OTHER
APPROXIMATE QUANTITIES
CONCRETE
CLASS A3
I REINFORCING
STEEL
0.423 C. Y.1
63 LBS.
BAR SPACING CHART
GRATE
TYPE
MAXIMUM DIMENSION
A
B
I
i'/z"
3„
M
7: CONCRETE COVER MAY BE
DRAINAGE.
PRECAST OR CAST IN PLACE.. . .
8. CONCRETE TO
TO BECLASSA3 IF CAST
7, IF NORMAL DITCH CRADE IS TOO FLAT TO ALLOW
FOR ADJUSTED GRADE TO INLET A SPECIAL
IN PLACE. PSI IF PRECAST,
GUTTER DETAIL WILL BE REOUIReD ON PLANS.
J. GRATE BARS TO BE PARALLEL TO
DITCH FLOW.
CNLET y'A
N 2 DITCH 2 0 p TCH Its ET 2
SECTION A -A SEE NOTE i v SEE NO�ENOTE 4- I SEE NOTE 3 3.,4
BOTH SLOPES FLAT NE STEEn SLOPE
ONE OINTERMEPATE SLOPE CBNrvP
I`A
1 q. INLET ,
° DITCH INLET 0" 2•, & BACK UP BERM
a T 0" -1 I O" DITICH GUTTER GRADE BE PROVIDED
SE NOTE 6 D , i p AS ADJUSTED TO MEET A5 DIRECTED BY THE
1-6I 6,� INLET ELEVATION ENGINEER (DI-7A ONLY).
TYPICAL ELEVATION SEE NOTE 3 SEE NOTE 3 `�� NITDIIAN
CH GAL RADE
SEE NOTE 4 SEE NOTE 3 0:1OR FLATTER
ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP0
APPROXIMATE QUANTITY FOR ONE CURTAIN WALL,
MEASURED FROM BOTTOM OF GUTTER
CONCRETE CLASS A3 0.241 CU. YDS.
- AT THE OPTION OF THE CONTRACTOR.
15. DI-7-------- NO GUTTER
101,,.FOR DETAILS OF CONCRETE COVER, COLLAR AND
01-7A------- SINGLE GUTTER WHEN DROP INLET
" GRATE AND THE METHOD OF PLACING APPROACH
IS ON A GRADE. .
CUTTER- SEE SHEE12 OF 3.
DI-7B------ DOUBLE GUTTER WHEN DROP INLET
11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3
IS IN A SAG BETWEEN TWO GRADES.
(3000 PSI). PRECAST CONCRETE IS TO BE
4000 PSt.
16. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON
12, CONCRETE QUANTITIES SHOWN ARE FOR INDICATED
SEE PRECAST UNIT ASSEMBLY DIAGRAM. PAGE t03.01.
' DEPTH (H) r WITHOUT PIPES. THE AMOUNT
FOR PRECAST GENERAL NOTES. PAGE 103,02 AND FOR .
DISPLACED BY PIPES MUST BE DEDUCTED TO
APPLICABLE PRECAST SASE, RISER AND TOP. DETAILS,
APPLICABLEP ECAS
_ OBTAIN TRUE QUANTITIES. FOR INLETS OF
1BASE
PAGES 7HRU'OtFFERENT.DEPTHS
ADD OR SUBTRACT THE
17. GRATE BARS TO BE PARALLEL TO DITCH FLOW..
-APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH
FOOT OF DEPTH.
PIPE SIZE12"
15"
18"
24"
30"
38"
42
MINIMUM DEPTH
2'-0"
2'•3Yi'
2''6Y:1•
3'-1'
31•7Y2'
4'-2"
4'-81/2"
CONCRETE
.947
L045
1 1.143
1.339
T.535
1,731
1,927
LONGITUDINAL SECTION
(WHEN INLET IS LOCATED
ABOVE NORMAL DITCH GRADE)
SEE NOTE 8.
SHEET 2 OF 3
CIN
.STANDARD . MEDIAN DROP INLET SREFERENCE
12i1-:T0 ;.4211 PIPE 241
104.23 VIRGINIA DEPARTMENT. OF TRANSPORTATION 503
APPROXIMATE QUANTITIES
CONCRETE
DI-7
DI-7A
DI.78
CLASS A3
(CU. YDS.)
NONE
'11211
2,48
l!.�.. 77,131
R7-8 HANDICAP
PARKING SIGN \`
(12" X 18�
RESERVED
PARKING
MAY BE PLACED
INTERNATIONAL SYMBOL
ON ONE BLANK.
OF ACCESSIBILITY
ADJUSTING THE
REQUIRED HEIGHT
TO ACCOMOOATE
THE ADDITIONAL
LINES
IF REQUIRED VAN i
ACCESSIBLE -'-
REQUIRED �. PENALTY $100-500
EFFECTIVE
JULY 11 1998 TOW -AWAY ZONE
z
CONCRETE WHEEL STOP �
(IF REQUIRED)
PARKING SURFACE
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
MKI-fzI
Pnr1e codonitnan4 feeders ~"�- DO NOT r me tert ih
leads. or ,rand, tips
Pnmr rAb61g or
aoes branches
Prroe �naT011 cmtch arq$"
PnrTe SOW. branch"
Remove tog" and lab0s - -
Prune sKkers
CIA away d! bAM ropes
Remove top of wire basket r - rankh kept away (ran trunk
Sol wd1 to corddn water
1
Men and score hob "eft soN. fkft fled
Rsrtave eorlbaiklr and cut eirdir+g s �� _ or as , Area for water drotnoge
_ (pipe or Ile Geld be lnsG
hpias po"tle t &W-9m leave so9d aol d - do net
� 6"
104 hob 2-3 Um" root bd widM1
TREE PLANTING DETAIL
(NOT TO SCALE)
Prune out any dead or
broken branches, remove
all tags, labels, strings,
wires, etc, from plan.
2-3" mulch
�� .✓�"�� Set top of root ball
2-3" Saucer J /' equal to or 1-2"
above grade.
a ; • Remove container; use
sharp blade to make
four 1 /4"-1 " cuts the
•'` -_` length of ball and cut a
1/4" X on bottom of
'1'• ' :1'' ball; loosen compacted
roots.
CONTAINER GROWN SHRUB
Prune out any dead
or broken branches.
Remove all tags, labels,
strings, wires, etc. from
plant.
2-3" mulch
Set top of root ball
2-3" Saucer �` equal to or 1-2"
above grade.
Remove rope & burlap
from root ball.
Dig hole 2-3 times
width of root ball.
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
cNo. TO SCALE)
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1, SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENi. ING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
Fl�pl
V, ill
ik
1 I-
Yi
1
FLOW
3. ATTACH THE FILTER FABRIC . TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL':
G
FLOW
771 op
EXTENSION
OF FABRIC AND WIRE
INTO THE TRENCH:
FILTER FABRIC
MYIRE
t I?�s,.w., ^a�•^��,w.'"a'
q c',3rC^ .,.r;,�.33..s i "'
.
SOURCEAdopted
Stet * d 111ard
from Installation of Straw and
Fabric Titer Barrlecs for
Sediment-Control,
TABLE 3.31=13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
.Planting Dates .$j2ecies1
Sept. 1 - Feb. 15 50150 Mix of
Annual Ryegriass
(Lolium multi-florum) 50 - 100
Cereal Winter) e
Feb. 16 - Apr. 30 Annual Ryegrlass 60 - 100
_Ulium multi-florum)
May 1 - Aug. 31 German Millet 50
aetaria italica)
� VA' 1ES 4° SIDEWALK
4wi. a i'.. •'� ' 41
4" VDOT 121-A J
STONE(COMPACTED)
Notes:
1) Curb and Sidewalk to be
cast -in -past using Class A-3 Concrete
2) The VDOT stone base of 21-A shall
be compacted to 95% density of the
proctor.
F
TYPICAL SIDEWALK DETAIL
N.T.S
PIATF_ 3_f6-1
OUTLET PROTECTION 3.18-1
3do
OUTLET TO FLAT
( WITH NO DEFINED
JNEL
La
0%-= d
SECTION A -A
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED
FOR ENTIRE PERIMETER
A r�
A 3do(MIN.)
do
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
r� La
0%= d
SECTION A -A
KEY IN 6"-9"; RECOMMENDED
FILTER CLOTH FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
Afi1LCflES:
NOTES:
�, Acm
�.
Stnx or
1 - 2 tons
70 - 90 lbs.
Fme f1mm weeds OW coarse
(Alfnimum 2
matter. Must be anchored
tons for
Spread with rnl/kl blower
i
wincover)Or
hand.
f
15OD lbs.
winter cow or during hot,
r periods° 40 as
dry
a
one
-
or in
lengths. Afr-dried. DD not
s
use in fine turf ar190s. �iPP1Y
with muk h blower or by
hand.
Wood
4- tons
1 - 2
Fro, of coarse matter. Air -
dried. Treat with 12 fs
nfirogen per ton. Do not
_.
use in fine turf arApply eas.
with mulch blower, chip
handbr, or by hand
Cu.
1-2 cu. Yd&
Five of Coam matter, -
or
ft
dried Do not use in fine
Shredded
turf ar&m Apply with
Bark
mind► blower, c Np hanldler,
or by hand
fiber muk h Is the �ii &e mulcing h dinperiods wtm straw
be used apply at a rate of 2000 be./or~ Or 45 U/100 89 .fL
2" SM-12.5A
I% MIN. GRADE
4- ! 4' .4• N .
`COMPACTED SUBGRADE
6" COMPACTED 21B
MINIMUM ON -SITE PAVEMENT DETAIL
NOT TO SCALE
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
mwmum earls Laren Per Acre
- Commerr/al or Rest kWitial M-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100x
Improved PerlerTnkd Ry+eprnaaa 0-10x
Kentucky Bluegrass 0-10x
►eon-Alointerlonce fawn
AWmum of three (3) up to flue (5) varieties
of bluegrass from approved (tat for use In Wrghda. 125 Abe.
Generlal Sleoe (3:1 or Al W
- Kentucky 31 Fescue 128 lbe.
- Red Top Gross 2.
- Seasonal Nurse Crop** 20 ►ba.
150 tbs.
Low-Makdonance 56go= (,eAja r than 3:1)
- Kentucky 31 Fescue 108 lbs.
Red Top Gross 2 lbs.
- CrolahwbtdN� Crop** 20 lbs.
20
150 tbs.
0 Pwwwltat Ryegrrrss wN g#m*x be fmter and at lower will twnperabxw
than fescu% thereby providing corer and eroeton reektarwe for seedbed.
00 Lbe seosaal nurse crop b oceordanoe with sea ft dabs, as stated below:
March, April through AW 15th ......................... Annual Rye
May ISM through August 15fh ........................ °�Foxtall Altl
August 16th through September, October ......... Annual Rye
Nov�enrber through February ................................ Winter Poe
"ON flat pea b us4 Tacna,, to 30 bs./acm AN kVtm a seed must be
popery Inoculated° WsepIng Lowgraes may abo be km§Aed In any
stops Or rah!-� mbctum during womw seeding per'lode; add
PROPOSED DITCH CR055
SECTION
SCALE 1 "=10' HORIZONTAL
1 " = 2' VERTICAL
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04
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I�Ptj H OF
MICHAEL M. ARTZ r
No. 1513
SURVE���
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Artz
and Associates, PLC
A Subsidiary of Valley
Engineering(, PLC
LAND SURVEYING (AND PLANNING DEVELOPMENT
16 East Piccadilly Street
MNCHESTER, VA
22601-4740
TEL
540-667-3233 FAX 540-667-9188
TOLL FREE 1-800-755-7320
AUGUST 1,
2005
SCALE: AS
NOTED
PROJECT #21282
SHEET 5
OF 6
Wd 8b 8b 1 901L l!Z - J 11'0 - M -
INSERTABLE SHEET A151
PB-1
GENERAL
1, METHOD "A" PiPE BEDDING SHALL BE, USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE
APPLICABLE HEIGHT OF COVER RANGE -NOTED IN THE STANDARD PC-1TABLES UNLESS
OTHERWISE NOTED ON THE PLANS.
2. H • HEIGHT OF COVER MEASURED FROM. TOP OF CULVERT TO FINISHED GRADE.
3, b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
CIRCULAR PIPE
1, D • OUTSIDE DIAMETER OF PIPE.
2. d INSIDE DIAMETER OF PIPE.
3. X WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X - 12" WHERE d IS'LES5 THAN 36".
X - 18" WHERE d iS 36" AND GREATER.
4, WHERE DIRECTED. BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)
30" AND LESS iN DIAMETER WITH HEIGHT OF COVER 15' OR LESS,
5. REGULAR BACKFILL MATERIAL MAY., BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE, PIPE (EXCEPT PLASTIC PIPE) 30" AND
LESS IN DIAMETER WITH HEIGHT OF COVER-'15- OR LESS.
6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS.
ELLIPTICAL PIPE
1. S I - OUTSIDE SPAN DIMENSION OF PIPE,
2. S2 - INSIDE SPAN DIMENSION OF PIPE.
3. R - OUTSIDE RISE DIMENSION OF PIPE.
4. X - WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X 12" WHERE S2 IS LESS THAN 36".
X 18" WHERE S2 IS 36" AND GREATER
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR
LESS AND HEIGHT OF COVER 15' OR LESS.
6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 1 BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND
HEIGHT OF COVER 15' OR LESS.
PIPE ARCH
i. S SPAN DIMENSION OF PIPE_
2. R RISE DIMENSION OF PIPE.
3. B SEE PC•1 TABLE FOR APPLICABLE PIPE MATERIAL
4, x WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
x • 12" WHERE S2 IS LESS THAN 36".
x. - 18" WHERE S2 IS.36" AND GREATER
5' WHERE DIRECTED BY THE ENGINEER. BEDOING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR
LESS AND HEIGHT OF COVER 15' OR LESS.
6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS i BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND
HEIGHT OF COVER 15' OR LESS,
INSTALLATION OF PIPE CULVERTS AND STORM SEWERS
NEW. 1/04 GENERAL NOTES
107,00 VIRGINIA DEPARTMENT, OF TRANSPORTATION
LCSi:'.TO Or..... BID - ..- - -
K . ,"(:]f u1c� � �x� J1 i+.l��•""^'_r `Fd ! r j.� � 5 � J
C1�1Y1v , a' 44'Y,
121 MAX.,_ - -
- -_ -
=' TYPE B
- PARALLEt-
TYPE A MA K''.Ay � 4' I n 1 MAz !'\ .
PERPENDICULAR A ALTERATIONS A5 DOWELS all LONG,,,A PERMISSIBLE
CONsrPucrtoN
PEWAISSICILE .,,` 5'MIN, JOINT
coNs7Ruc110N 1 '<5 DO+rLS. B•' LONG
.JOINT 4,•0, a 1"' C•C 12:1 MAX.
.. T
'21 MAX.
tD �- 1 A
YV W MAY �_..�� � MAX I � RAtAP
2\- Ih ISfE TAEriE! TRUhYAtCO DOMES
I J 50„
�! "`-..TRUI7C A7CC COMES SHAPE 10 MATAI
CH FACE
A - CrROADWAY CJRC
4. 0" BACK OF CURB' A ; I! A
20,1
BACK OF CUR /'--12!1 MAX, 48.1 MAX, '
�.2' IN. "f SECTION A -A PrRMssBLE
CONSTRUCNON
J01VT
SECTION A -A r,. •I
• 21 Will,/^ pERM15SIRLE -
/ COtTSTRUCIION
/ JO. H.T ..SECTION B-B
SECTION B-B 4`
SPECIFICATION
REFERENCE
302
303
C£StUI Ff ATUAES pEl4T1N0 TD C011510U[1104
MII
04 TD ACCAA.ATIOR AND CDN1Iq, OF 1110FIC
!AY BE kAj CT 10 O:WA AS CCEMD
NECESSr41r Dr Tit DEPART111R I I VA,
REVISED ON 1/04 REVISED ON 7/04 REVISED ON 7/05
Pe-1 NO PROJECTION OF PIPE ABOVE GROUND LINE
(R/2)+12" (R/2)+12" (R/2)+12" TOP OF FILL
TOP OF FILL Ar-••TOP OF FILL
ROUND LINE-- H 7 GROU URr- H GROUND LINE
H ----
c� rrrrr rrrrr rrrrr rrrrrr rrrrr
R r dEARTH
EARTH R 2
ROCK R--�`
R/2 4" R/2 UNYIELDING R/2 BEDDING
•( MATERIAL
BEDDING
Si y WN, 1/10 R �I x �" MATERIAL MIN. 1/10 R � •IX'• DIMENSION
MIN. V10 R X S2 BEDDING /_" PER Fes---- �M� X TO BEPMNFNTP�ED
E IA- 1 OF H "X" DIMENSION TO BE MAINTAINED TO TO 0
"X" DWENSiON TO BE MAINTAINED MN. 8-, TO TOP OF PIPE
TO TOP OF PiPE MAx.24" FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTi-IERW!SE UNSUITABLE MATERIAL
PiPE PROJECTION ABOVE GROUND LINE
tR/2) + 12" TOP OF FILL (R/2) + 12" TOP OF FiLL 11112) + 12" -TOP OF FILL
H _ H-------------H
rrrrrrrr r rrrrrrrrr 4A�r�r,,,,tr r -"
rrrrrr �,��� .r�r,/, � ---- , t • � • � � • • • * rrrrrrrrrr _ , � rr , NN
-- MIN. S MIN. 5 GROUND { rrr r r� r r� 1 1 1 � MIN r71 rr 51 �rrW rrr � LINEE
r rrrrr 2- rrrrrrrr GROUND R rrrrrrrr S rrrrrrr`r�LINE R/1
R 2 R S2
/ - LINE `-
:R/2
MIN. 1/10 R
�, \ -b�-_
'j EARTH ROCK OR
4.. ♦ ` ti UNYIELDING �
MIN. V10 R X BEDDING' SOIL
a SOiL
` MIN. 1/10 R BEDDING EARTH
MATERIAL tI2" PER X-----�I BEDDING MATERIAL
1' OF H MATERIAL
MIN. 8'•,
NORMAL EARTH FOUNDATION MAX 24 ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR
OTNIERWISE UNSUITABLE MATERIAL
CULVERTS LESS THAN S 36" H - HEIGHT OF COVER MEASURED FROM TOP OF BEDDING MATERIAL iN ACCORDANCE WITH
1 M SECTION 302 OF THE ROAD AND BRIDGE
X - S2 + 24" DRAINAGE STRUCTURE TO FINISHED GRADE. SPECIFICATIONS.
CULVERTS WHERE Si • 36" AND OVER S, - OUTSIDE SPAN OF PIPE.
X - S2 + 35" CLASS i BACKFILL MATERIAL IN ACCORDANCE
METHOD "A" PiPE BEDDING SHALL BE USED AS S 2 •INSIDE SPAN OF PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE
FOLLOWS UNLESS OTHERWISE NOTED ON PLANS; R - OUTSIDE RiSE OF PIPE, SPECIFICATIONS.
RIGID PIPE b • DEPTH AS SHOWN ON PLANS OR TO FiRM
WHEN H iS LESS THAN OR EQUAL TO 30' BEARING SOiL. CLASS I BACKFILL MATERIAL IN ACCORDANCE
rrrrr WITH SECTION 302 OF THE ROAD AND BRIDGE
FLEXIBLE PiPE SPECIFICATIONS.
AS SHOWN ON TABLES {
CIF MAY BE ELIMINATED UNDER ENTRANCE PIPE WHERE EMBANKMENT 7 SHEET 2 OF4
DIRECTED BY THE ENGINEER.
SPECFICATION
INSTALLATION OF PIPE CULVERTS AND STOR� M SEWERS REFERENCE
ELLIPTICAL PIPE BEDDING AND BACKFILL - tAETHOD "ANT 302
303
VIRGINIA DEPARTMENT OF TRANSPORTATION
107.02
7RU4CAIZO COME
C•C TO O 0
0 0 tl 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 000 000 0 0
a000000000a0000•
Na0000000a0000000IR
N
+
, �
00 0 00000 OOOgO00tl
0 00 0 0000 0000000S'
0.2"
SOz 85i0F
0 0 0 0 0 0 00 0000000
BASE DIAMETER
ETF•-
VARIABLE
4' MiNIMUN.
1+--A D.9" 1.4"
PAY LIMITS
BLS.. DIAME ER
DETECTAABL(AI WARNING
CATED DOME
TRUNDA
T"PE B
PARALLEL APPLICATION
MINUt1UM RAMP ON01H
ROADWAY GRADE IN FEET
IN PERCENT 1
_..__ _..
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROACYIAY GRAD`_ Lim" RAMP LENGTH
IN PERCENT -_- _..-INi FEET.
A 4' SOUAAE ' AI;DWG �,r� NOTE:
�'-'•• AREA OUTS�GE OF C F • I t5 �t5
J x x.,c` ,'
TRAVEL WAY S4kl, Y' i•'Sinry, 33��K••i iT 4 1M° Rf.OUIREO LCHGTH OF A PARALLEL RAMP T 13 15
Y 8E PROVIDED Y117HN -.flj;j a-.Sth yMN IS iIMITEO i0 t5 FEET, REGAROLC55 OF THE 8
THE MARKED I!ttt.I p� t2:1 Mom' SLOPE.
CROSSWALK A?EA 1 v) O 0In
-•4"`f _ -� C
0 Y -O0 0 u ANY _ 4
=�� �` •---v W [..1 % '"'"--0. .A'SCJARE LANDING AREA NOTES:
----j'•-c--- \\OUtSID' OF iRAVCLWAY
' �:+ _� SHALL Di PRCULAR CED FOR
0 .,`�"�,�, ` JI 1•;CP055W>s'k WiTIbNN1 E NARikCDSSwµK t, THE OE7CCYABLE WA7HINC SHALL 8C PROVIDED 6Y TRUNCATED DCMES.
- C� S 'A'iI,K n
CRO:iSWALI( (x I � it CRb5S1'tALK AREA. 2. DE'ECIABLE WARNWC. TO 8E CLASS fi3 CONCRETE IC. ASS A•s IF PRECAST) WITH SLIP 3ES151ATT
1_ 11n�I 'YPICAL PLACEMENT CROSSWALK Itl TEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAVP FLOOR RY 2'IN LENGTH IN THE DIRECTION
TYPICAL PLACEMENT � RO5SWALK MA'Of PBE USEDNWTHAVTHE APPROVALES Cr�E ENGINEERRIAL .
TYPICAL THE TRVNCAIED DOMC5 DE7EC1Ai1lE WARNING
AT INTERSECTION
TYPICAL Ri ACEMEVT
AT INTERSECTiON DIAGONAL VARIATION WITHIN CROSSWALK AT INTERSECTION 3. SLCPNG SIDES OF CURB RA\IP MAY R P"ED MONOLITHICALLY WITH RFMS FLOOR OR By USING
WITHIN CROS5VJAI.K (WITH BUFFER STRIP) WITHIN CROSSWALK PERwSSIOLC CONSTRJCiION JOINT WITH REOUIREO BARS,
4, IF RAMP FLOOR IS PRECAST,HOLES MUST 81 PROVIDED FOR DOWEL BARS SO THAT ADJO.NIFIC FLAREO
SIDFS CAN BE CAST IN PLACE AFTCR PLACEMENT OF PRECAST RM'A FLOOR. PRECAST CONCRETE SHALL
BE CLASS A•4.
A -W-1 5. REQUIRCO BARS ARE 10 BE No.5 X $" PLACED I'CENTER TO CFtNTER ALONG BOTH SIDES OF THE RAMP
FLOOR, M,D•GEPTH 0! RAMP FLOOR. VIUMVM CONCRETE COVER t/2%
_ i1•,g„tyl', 12 I - PERMISSIBLE CONST. G. CURB / CURB AM CL17CR SLOPE TRANSITIONS ADJACENT 10 CURB RW,.PS ARE INCLUDES N PAYMCNI
'S�-----.""""',"1 �,.��„ ..a,.,.1.47,% JIINT FOR CURB / CURB AND GUTTER,
g MIN- 7;Y, MAX' \',.- 7. CURp RAMPS ARE IC 8E LOCATED AS i_PL
-SHOWN_ON__ J•!JS OR AS_D�RECTEBY 71.E D-"ENGN�7EER�• -
2.••-M�-I4�-. ^•_"...�'..._ -_'-"AT 'I.' HIGHER THAN
1 EOGC Oi PAVEMENT
in
TOP OF CURB E AS A ..W_j iRUNCA'tEG OGMC$ C)
Ir
TYPE C TANGENT PLAN'
PARALLEL & PERPENDICULAR SID.CG•2 n
2'•0" 5
THC SCLECIICN OF CURD TYPE AND THE CONFICURATION OF THE - CROSSWALK
UtILItY STRIP MAY VARY TO MEET EXISIINC FIELC CONDIT10145 �.TYPICAL PLACEMENT
AND ROADWAY GEOMEIRICS PROVDItIG THE DIMNt2 I1 4PITMAxSIONS AMID BACK OF CURB A7 INTERSECTION
SLOPES ARE AS NOTED 2a II 48:T AY WITH BUF7ER STRIP
THI$ COMBINCO (PARALLEL G PERr"ENDICULAiN OESIGV FOR ALIERAT104S CAN BE
USED WITH ADJONINC BUFFER STMO, LMIDMO At F,OTTOIA OF IWO SLOPING SIDES
WITH 601 X 60" MW, DIMU6 Gt:S. THE SHORT PERT-FIDICULAR RUN TO THE STREET -
CAN DE PROTECTED BY A LANDSCAPED SETBACK 03 CONNECTED 10 INC SIDEWALK
WITH A WARPED SURFACE, SECTICN. AzA- _
8. RAMPS MAY BE PLACED ON RADIAL 04 1ANCENIIAL SECTIONS PROVIDED THAT THE CURD OPENING IS
PLACED WITHIN THE LIMITS OF INC CROSSWALK AND THAI THE SLOPE AT THE CONNECION OF THE
CURB OPENING IS PE.RPENOICULAR TO THE CURB.
9. YYRICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ^NTRANCC RADIICANNOT ACCOMIAODATE THE TURNING
REOUIREMEN75 OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE ,
NC7EASED TO 7".
10,W WHEN CURB RAMPS ARE USED IN CONJUITCTNOH WITH A SHARED USE PATH,IHE MINIMUM WID1H SHALL RE
THE VAO1H OF YHE SHARED USE PATH.
REV.7/05
SFECIA_ DESIGN SECTION!
ORA.1,4. FLO, A Kq
SPECIFICATION
REFERENCE
105
502
REVISED ON 3/03 REVISED ON I/04 REVISED ON 7/05
CG-12A
T tt10'
A
.p" 3•-p•• g•.0
MON.
0
7" WHERE S7D.CG•3 OR
CG-7 iS USED.
B..O- 4.-0"
STD. CG-2 6" 12:1 MAX, 48*1 MAX.
OR CG•6
20:1
SECTION A -A
* 5 DOWELS. 8" LONG
0 121, C-C PERMISSIBLE
OPPE tMUM1 CONSTRUCTION JOINT
B
.�
B
SECTION B-B
6"
`61�
LIMITS OF EXPOSED AGGREGATE SIDEWALK
1
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
PATH ALL ACCESSIBLE NTS OF A
«THHiiTTING
A
TANGENT PLAN
FACILITY CAN BE APPROACHED, ENTERED AND
_
USED BY PERSONS WiTH MOBILITY IMPAIRMENTS.
NOTES t
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)
Ct( MALS
C�+
RE00RED AT TOP OF CURB RAMP. M MAIN CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION, 6 FEET
FOR ALTERATIONS.
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
a
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE
PRECAST OR CAST IN PLACE).'7HE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
ry
FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12,1.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING
,I
TYPICAL
PLACEMENT
PERMISSIBLE CONSTRUCTION JOINT WiTH REOWED BARS.
FLOORBE ROVIDED FOR BARS SO CAAS �ONCIRETENG FLARED
PLLJACEME
TYPICAL PLACEMENT -: AT INTERSECTION
TT PRECASTDRAMP FLOM. PREWEL
�Es CAN CAST IN PLACTEAFTER PES SHALL
AT INTERSECTION
WITHIN CROSSWALK ": WITHIN CROSSWALK
BE CLASS A-4.
REQUIRED B� ARE TO BE NO.5 X 8" PLACED 1rCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
s (WITH BUFFER STRIP)
FLOOR. MO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/2".
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK. COMPLETE -IN -PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT 70 TO CURB RAMPS ARE INCLUDED IN PAYMENT
t.
FOR CURB/CURB AND GUTTER.
WHEN USED IN COUMC71ON WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD iS
TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION -
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
d
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE Ell WITHIN THE RiGHT OF
WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING.
'
PROPOSED.OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
BY THE ENGINEER.AND SHOULD N07 BE LOCATED BEHIND VEHICLE STOP LINES.
DIAGONAL VARIATION
OR AS DIRECTED
EXISTING LiGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
PERPENDICULAR CURB RAMP
REf�t7tEiJCE
(ACCESS
FOR MOBILITY IMPAIRMENTS)
105
V•7/D,
REV. 7/
�:
VIRGINIA DEPARTMENT OF TRANSPORTATION
CG•6
NOTES:
1. THiS ITEM MAY BE PRECAST OR CAST iN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST iN PLACE,
4000 PSI iF PRECAST.
Y
3. COMBINATION CURB III GUTTER HAVING A RADIUS
OF 3D0 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAID FOR AS RADIAL COMBINATION CURB 1,
GUTTER.
4-FOR USE WiTH STABILIZED OPEN -GRADED
DRAINAGE LAYER. THE BOTTOM OF THE CURB
AND GUTTER S�H�LL BE CONSTRUCTED PARALLEL
-OF
TO THE SLOPE SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
S. THIS CURB MAY BE USED WHEN
DESIGN SPEED IS 40 MPH OR LESS
ON RURAL HIGHWAYS AND 45 MPH OR
2" R
LESS IN DEVELOPED URBAN & SUBURBAN
AREAS. IF THESE DESIGN SPEEDS ARE
I (
EXCEEDED STANDARD CG-7 IS REQUIRED.
r.,
------------"'
--------- THE BOIITOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
\ THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
PARALLEL 70 THE SLOPE OF "
SUSBAS17 COURSES PROVIDED A sa'
- MINIMUM DEPTH OF 71'
IS MAINTAINED.
r,
COMBINATION .6" CURB & GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
201,03
BOARD ON BOARD,
,/- FENCE STYLE
VMEa.
Zv DUMPSTER PAD
PAD 11 r Pa FL
i/a- nix Fr. ;
LIIl ...........................
1. CONC. TO BE WOO PSI, WITH 6" X 6" WWM.
6'DEEP OVER 4" OF COMPACTED 21-A LEVELING
COURSE.
2. ENCLOSURE TO BE PRESSURE TREATED SYP NO. 2.
MIN. 7'-0- HGHT.. MiN. IV-0" GATE, HEAVY DUTY
PIPE FRAME AND POSTS, WITH PRESSURE TREATED
FENCE BOARDS ATTACHED. MiN. 6" X 6" FENCE POSTS.
DUMPSTER PAD DET.
NOT TO SCALE
VDOT HALF TYPICAL SECTION
NOT TO SCALE
CIS
O �
2:
I 10' VAR. I
1i� lziLi
1 1/2" x 6" MILLED JOINT
MIN. PAVEMENT DESIGN
1.5" - SM 9.5A
3" - BM-25.0
8" - TYPE 1, SIZE 21-B AGGREGATE
4'
3'l MAL
EXTEND 21-B AGGREGATE 1'
BEYOND EDGE OF PAVEMENT
6"
Y, 1 1
EXPANDED MILL
JOINT DETAIL
.tHP41
(min)
13
.; a I X •
20
Curb & Gutter may be cast -in -place using class A-3
concrete. If it is precast it shall have a minimum of 4,000
psi concrete.
The bottom of the curb & gutter may be parallel to the
earth on which it is placed as long as the minimum 7"
depth is maintained.
REVERSE CG-6
N.T.S.
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Artz and Associates, PLC
A Subsidiary of Valley Engineering. PLC___
LAND SURVEYING LAND PLANNING DEVELOPMENT
16 East Piccadilly Street
WINCHESTER, VA 22601-4740
TEL 540-667-3233 FAX 540-667-9188
TOLL FREE 1-80D-755-7320
AUGUST 1, 2005
SCALE: AS NOTED
PROJECT #21282
SHEET 6 OF 6
Nd 608tr 1901L11Z-AI10-.,-,,