HomeMy WebLinkAbout54-05 Bean Suites 2 - Office-Warehouse - Back Creek - BackfileLEGEND FCSA CONSTRUCTION TES VD 0 T GENERA L NOTES VICINITY MAP
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1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
EXISTING FEATURES VZ, All work on this project shall conform to the current editions and latest revisions to the Virginia Department of SCALE 1 "= 2000'
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Transportation (VOOT) Road and Bridge Spec/f/catlons and Standards, the Vlrginla Erosion and Sediment Control q 0
EXISTING EDGE OF PAVEMENT EP 3. Water and sewer /Ines are to be constructed /n accordance with these plans and shall meet all Authority requirements, Regulations, and any other applicable state, federal, or localregulations applicable. In case of a discrepancy or � oo co
EXISTING EDGE OF GRAVEL Eft EG 4, The contractor shall coordinate with, and arrange for inspection by, the Authority. conflict between the Standards or Specifications and Regulations, the most stringent shall govern, ��o yoo � o W
5. When an existing water main is tapped for the installation of a new line: V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health
EXISTING CURB AND GUTTER == =__ =__ == :1 a) The Authority shall furnish al/ labor and material, Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations, \dd\��oa Ch
EX CGORR
-6 b) the developer/contractor must: M �-� 1. make application and pay deposit. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be In
EX. INTERMEDIATE CONTOUR 45 2, mark the tap location. accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control c ,�
f7aggers must be certified in accordance with Section 104.04(c) of the VDOT Road & Bridge Specifications. ti cad
EXISTING INDEX CONTOUR 50 3, coordinate Installation with the engineering-asslsant. oro �,� 21
6, The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal a
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7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. poles, junction boxes, controllers, etc,, owned by VDOT or private /public utility companies. It Is the sole `�► �, ,�.
EXISTING SPOT ELEVATION X 50.0 �
responsibility of the developer to locate and identify utility facilities or Items that may be in conflict with the ,° >
EXISTING TELEPHONE LINE T T T 8• The Authority's maintenance department shall furnish and install a!I water meter through 2" In size, proposed construction activity, VDOT approval of these plans does not Indemnify the developer from this �� SITE �; E
It is the developer's/contractor's responsibility to have the ureter box assembly Installed correctly. responsibility. ` o � .d
EXISTING SANITARY SEWER -S ----- S S Before a permanent meter is installed: C rn
a) The meter box, with Its frame and cover, must properly aligned with the coppersetter. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to 4� 9 c C
EXISTING ELECTRIC SERVICE E E E b) The frame and cover shall be set to final grade. change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shallco
c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". be the responsibility of the developer, a J�
EXISTING GAS LINE GA.S GAS d) All components of the meter box assembly shall be in proper working order. V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
EX, 15" RCP 9. For water and sewer services that connect to existing lines: permits for any work on VDOT right-of-way, 7
EXISTING STORM SEWER g ,,! CT INFORMATION
a) .The location of the service lateral is to be coordinated with the Authority's Engineering Assistant, V7. If required by the local VOOT Residency Offlce, a pre-constructlon conference shall be arranged and held by
EXISTING FENCE LINE X Xl Xt b) An Application for Service must be made and fees paid before work will begin. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies Owner Developer
c) The Authority shall furnish and Install % ", 314 ", and i " water services. and VOOT prior to initiation of work. Bean Properties, LLC Bean Properties, LLC
EXISTING DITCH LINE d) For all 1 1/y " and 2" water services, the Authority shall make the tap and bring the piping to the PO Box 3625 PO Box 3625
1110
property line. The contractor shall furnish and install the meter vault assembly. The Authority will V8. The contractor shall notify the local urs a Residency Office when work fs to begin or cease for any undetermined Winchester, VA 22604 Winchester, VA 22604
EXISTING WATERLINE W/ TEE W Install the meter, length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Phone - (540) 974-0447 Phone - (540) 974-0447
e) The Authority will install all sewer laterals,
EXISTING FIRE HYDRANT EX. l?°I V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public
EXISTING WATER VALVE10. Any water service line must have a backtlow assembly (double check valve or RPZ, as required). The assembly roadway via a construction entrance that Is constructed and maintained In accordance with Section 3.02 of the 8ert4 Data Building, Setbacks Per Code Proposed
W W must meet ASSE Standard No. 1015 or 1013. Virginia Erosion & Sediment Control Handbook. Furthermore,, access to other properties affected by this project Tax Map Number 75-((A))-2P Front: 35 39.5
shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address Prosperity Drive Left Side: 15' 25.0'
EXISTING REDUCER W 0'V I1, All fire lines shall have a fire service meter assembly and a backf/o�ry prevention assembly (detector double certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who Area 2.000 acres Right Side: 15' 79.5'
check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047, Radio read shall inspect erosion and siltation control devices and measures on a continuous basis for proper Installation and Zoning B-3 Rear: 15' 65.0'
EXISTING TREE DRIP LINE remotes are required, operation, Deflc/encles shall be promptly rect/fied. Legal References Inst #050007935
Parking Setbacks Per Code Proposed
VI 0, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Front: 5' 44'
PROPOSED FEATURES GENERAL NOTES construction. Proposed Use Office/Warehouse Left Side: 5' 22'
VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) ZoningData Right Side. 5' S'
PROPOSED EDGE OF PAVEMENT PROP EP 1, Permits must be Issued from VDOT prior to any construction In a public right-of-way, inches cover and when possible shall be installed under roadway drainage facilities at conflict points. o Rearr: 5' 22'
Open Space Minimum 25/0 = 26,136 sf
V12. An (g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Proposed 31.2% = 27,167 sf Use For Parking Unit Space per sg. Ft
PROPOSED EDGE OF GRAVEL PROP EG 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way, Y unusual subsurface conditions e.
during the course of construction shall be Immediately brought to the attention of the engineer and VOOT. Work F.A.R. Maximum 1.0
PROP. CURB & GUTTER 3. The contractor will remove al/ mud and debris from the public right of way that Is left by vehicles entering shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT, FA,R. Proposed 0,21 Pr. General Office: 12,000 1 per 250 sf
PROP CO-6 and leaving the site, Bull�.�itg Data
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior Pr. Warehouses: 6,400 1 per Employee
4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of to placement and fill, Where CBR testing Is required, a VDOT representative shall be present to Insure the Type of Construction 2C - Metal Loading Space: 18,400 1 per 30,000 sf
PROP. REVERSE CURB &GUTTER g p
P G R this site will be the responsibility of the developer. All damage must be repaired to original conditions. sample obtained /s representative of the location. When soil same/es are submitted to private laboratories for
PROPOSED CONTOUR that g, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and Proposed Use Office/Warehouse Total Parkin S Required 56
50 5. A construction entrance must be Installed In accordance with the Virginia Erosion and Sediment Control g shall be performed in accordance with all applicable VDOT standards and procedures. 9 Spaces q
Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. Proposed Area 18,400 sf
PROPOSED SPOT ELEVATION +22� V14. All roadway fill, base, subgrade material, and bac ll in utility/storm sewer trenches shall be compacted in six (6) Height Maximum 35.feet Pr. Parking Spaces 56
6. The contractor will be responsible for adequate and positive drainage of this site. Inch lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus Height Proposed 28 feet
PROPOSED STORM SEWER ME 2_4" 2 % of optimum moisture for the full width of any dedicated street right-of-way, At the direction of VDOT, # of Handicap Spaces Required 3
7. The contractoor wH obtain a Land Disturbance Permit prior to any site work or construction. density tests shall be performed by a qualified Independent agency In accordance with VDOT Road and Bridge SI n Data
Spec/fications. Certified copies of all test reports shall be submitted to VDOT daily, unless spec/fled otherwise. p aces 3- Pr. Handicap S
PROPOSED SANITARY SEWER S S S 8. All construct, -on will be done following the laws and guidelines set forth by OSHA and VOSH, Freestanding Sign Area Allowed 100 sf P
PROPOSED TELEPHONE T T T notify g y p approved plans and existing site V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by Freestanding Sign Area Proposed 100 sf
9. The contractor will noti engineer of record of an discrepancies between the a VDOT.
PROPOSED ELECTRIC conditions. p g Sign Height A/.`cwed 35 feet # of Loading Spaces Required 1
PROPOSED GAS LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V16. The Installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Sign Height Proposed 35 feet
minimum design standards and /s the responsibility of the developer, Pr. Loading Spaces 1
.! P Y p Sign Setback 10 feet
PROPOSED WATER LINE 11, All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V17. Prior to VDOT acceptance of any streets, all required strut slgnage and/or pavement markings shall be installed
PROPOSED WATER METER 1 "NrM
12. All controlled fill must be compacted to a minimum of 95 % density following Method of the Standard by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Ontact U rs k,�eals an l ..wgnat( res
Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or Uniform Traffic Control Devices,
PROPOSED FIRE HYDRANT PROP. Fy pavement must be Inspected and approved by a professional soils engineer. A geotechnical report supersedes
this note /f provided. V18. The developer must provide to the VOOT Residency Office a list of all material sources prior to the start of jneer7no Firm: V)
construction. Copies of all Invoices for materials utilized within an dedicated street r/ ht-of-wa must be provided p.1-TH OF
p y g Y p Montgomery Engr. Group, Inc. (540) 869-0308
13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Survevino Firm:
COMMON LABELS & FEATURES are approximate locations and not all utilities maybe shown. Montgomery Engr. Group Inc, (540) 869-0308 �� a
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. DensityUJ
14, The contractor will contain all litter and debris on -site. The work must be left /n an orderly manner at the end will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Zanina Enforcement: BEINJAMIN C.
PROPERTY LINE OF PROJECT of each workday. Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test Department of Planning (540) 665-5651 M O NTGOM E RY UJ
reports shall be submitted to VDOT daily, unless specified otherwise, In addition to checking stone depths, a Site Ins®ections: -p No. 030342 vim, � Z
NEIGHBORING PROPERTY LINES 15. An approved set of site plans must be on -site during the construction process. VDOT reresentative shall be notified and given the opportunity to be resent Burin the construction and testing Department of Inspections 540 665-5650 O `'� � a ~
P 9 PP Y 13 9 9 ( 1 ,N �, �e W o ct
EASEMENT LINE notify utility p p of the density control strip, Erosion and Sediment Control: FSS "� 5 CX v
16, The contractor will noti all utili companies prior to excavation within easements. S
Department of Public Works (540) 665-5643 IONA L �, Q
PROPERTY CORNER FOUND O 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Sanft a 59waI and Water: Z
days. Specifications. Density shall be determined using the density control strip as specified in Section 315 and V7-M-76. Fred. Co. Sanitation Authority (540) 869-1061 O O
PARKING SPACE TOTALS ) A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted lenhone: Verizon Z
(301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF uu ® O
DEPARTMENT
�y to VOOT daily, unless specified otherwise. A VOOT representative shall be notified and given the opportunity to beanyower 'Q F. ¢
DE TI "/ NT OF INSPECTION GENERAL present during the construction and testing of the control strip. §Aqua Shenandoah nandoah teas Co. (540) 869Z1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION O� W O Z U
ADA HANDICAP PARKING STALL t ,z / U OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE U W �
1-800-552-7001 '�Cc
� V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be ZONING ADMINISTRATOR PRIOR TO CONS`I-RUCTION. � W a O SIGNS 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 explored below the bottom of the excavation to determine the type and condition of the foundation, The ®� V W
(Storage) and the International Building Code/2000. Other codes that apply are CABO A117.1-98 Accessibility and contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing ®nI %% Genfir- l Notes ® U� U
pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1
SANITARY MANHOLE IDENTIFIER t� the Usable Building & Facilities, , Where soft, yielding, or W O Q
2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and otherwise unsuitable foundation Is encountered, the foundation design and/or need for foundatlon stablllzatlon
V22c - N
STORM DRAIN STRUCTURE IDENTIFIER area limitations are exceeded for the type of construction under Table 507 of BOCA, shall be determined by the engineer and approved by VDOT. Maximum 1. Exterior Ilghting will be provided by wall -pack LQ
3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for Environmental Existing Disturbance Proposed lights attached to the building & lightpo/es. �
building permits. Plans must show all Ingress/egress locations to the exterior per CABO 117.1-92 and meet , Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent O
LIGHT POLES requirements of Chapter 17 of BOLA, o o glare on neighboring properties. a q p V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specl�ed by VDOT. F/oodplain 0 acres 0 � 0 � 3. Outdoor trash receptacles will be /n an enclosed
4. Maximum slope across handicap parking stalls shall not exceed 2 %. Lakes & Ponds 0 acres 0% 0% p
LOCATION OF TEST PITS 5• A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. V24. VDOT Standard Guardrail shall be Installed where warranted and/or as proposed on these plans In accordance with ° ° six (6) foot fence.
6• The 2000 International BuildingCode can be utilized for building design, VDOT's installation crlterla. Final approval of guardrail layout to be given b VDOT after grading is most/ complete, Wetlands >1AC 0 acres D /0 0 /0 4. This project will not disturb an environmental
g 9 pP 9 Y 9` Y 9 9 Y P Y
Sinkholes 0 acres 0% 0% features as defined by the Frederick County
FIREARSHALL GENERAL TES TRIP A Natural Retention Areas D acres 1®% 0%5, Therng ow® �wlll be responsible for obtaining or
EROSION & SEDIMENT CONTROL FEATURES Steep Slopes >15% 0 acres 25% 0% granting easements shown on this plan. Z
6, Easements will be recorded and copies sent to the ¢
1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% 6,
Involved.
INLET PROTECTION IP 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
3. The contractor must align hydrants DATA TAKEN FROM THE . T. Ea MANUAL 6th EDITION 7. All utilities that will service this site must be
g the fire ants ® �\
yd to the direction as determined by the Fire Marshall, BUSINESS PARK (CLASS 770) 12. 76 PER 1, 000 Sf X 18, 400 Sf = 2,35 VP 'S placed underground.
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OUTLET PROTECTION 0 4; Burning brush piles of natural vegetation requires a permit, Burning construction debris Is prohibited. > c
5 Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. MEG, 10C. FROM SAMPLE DATA ESTIMATE 1200 TO 1400 VEHICLES P APPROVALS SP # W >
cHEcxDAM C® PER DA Y CONRENTL Y TRA VELING ON PROSPERITY DR.
RESPONSIBLE DISTURBER <
DIVERSION DIKE _ off'
LANDSCAPING
SILT FENCE W/ WIRE SUPPORT W NAME:
1. Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator Date W Ln 4)
1, s'h r _ o
and utility markings, Landscaper must stake and guy all trees. Stake locations must avoid utilities.
SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION : �_
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease, The plants shall have ample roots and be well branched, The planter shall guarantee all plants for one year, 1. Site Plan approval from VDOT will expire three r) years from the date of the approval letter.
EXP. DATE 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval,
SEDIMENT TRAP 5T 3. Landscaper shall use shredded mulch in all planting beds and around trees, Tags from each plant will be provided 3, The Frederick County Sanitation Authority approval Is valid for two years from date of approval. If construction is DATE: JUNE 7, 2005
1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set forth In to the owner. not In progress at the end of this period, Authority approval shall be void,
the plans. 4. The Frederick County Department De of Public Works a SCALE: N/A
p approval Is not enough to begin site development. The
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections. shall be void.
CONSTRUCTION ENTRANCE CE prior to commencing any site work. Procedures and Maintenance, Plant substitutions will be allowed with the approval of the owner and the Frederick 5. The Frederick County Department of Inspections approval does not constitute a building permit, Building plans FILE NO. 225-05
County Planning Department, must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. requirements and be approved by Inspections. SHEET 1 OF 7
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THESE PLANS ARE IN CONFORMANCE WITH THE FREDER
Ala. SCALE: 1" 20
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COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
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EROSION AND SEDIMENT CONTROL STANDARDS RO.S`IN SEDIMENT CONTROLNARRATIVE 'N�'zTA�� SH���' A59 ® �X(
01-i U Q
1/, SECTION CAST IRON �1/' SECTION STEEL NQTES CG•12
use 2'_7" L 2�/a' M 21/2" s I/4" 1, DEPTH OF INLET (H) TO E SHOWN ON PLANS. D0 Cli
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s Lu to be r•3't" 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD c:T
GENERAL NQTES• crTTi
s B 2. THE "H" DIMENSION! SHOWN ON THE STANDARDS p�
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is Protect Descrigtion A _-- A
reached on an
y y portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas N
that may not be at final grade but will remain dormant for longer than 30 days. Permanent s ablllzation steal! be This site
Y 9 g y t is located in the Kernstown Business Park on the west side of r
applied to areas that are to be left dormant for more than one year, Prosperity Drive. The purpose of this development for the construction of°oce Ribs "
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment 18, 000 sq. ft. of buildings to be used for offices and storage. This development r
trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil also has parking and drive aisles for access.
ANO Si+EC�ED ON THE PLANS WILL BE H. THE OETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, O W
MEASURED FROM THE INVERT OF THE OUTFALL
PIPE TO THE TOP OFTHE STRUCTURE. 2. DETECTABLE WARNING TO BE CLASS A•3 CONCRETE ICLASS A•4 fF PRECAST) OD 00
_ .-.
eelded PLAN N' DIMENSIONS ARE APPROXIMATE ONLY WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE O
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FOR ESTIMATING PURPOSES AND THE ACTUAL RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN O [t
ONSONS SHALL BE DETERMINED BY THE TRAVEL, OTHER TYPES Of MATERIAL WITH THE TRUNCATED DoWS DETECTABLE t� toCONTRACTOR FROM FIELD CONDITIONS, WARNING MAY BE USED WITH IRE APPROVAL. OF THE ENGINEER.77TYPE A
IE
Weld Go3.3 WHEN SPECIFIED
IN THEACCOLANCE THE
INVSTAERT IS
0 3. SLOPiNG SIDES OF CURB RAMP MAY BE POURED MONOLItWALLY WITH RAMP PERPENDICULAR
to Cdldr TOIS-THE COST OF FUROR APE) PLACING ALL FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED 90$.
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 4 • IF RAMP FLOOR 15 PRECAST HDLES RUST BE PROVIDED FOR DOWEL BARS SO ts
INCLUDED INTHE BID PRICE FDIC THE STRUCTURE. THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP fLOOR. PRECAST CONCRETE SHALL BE CLASS A•4. _
I . - 1 4. IN THE EVENT THE INVERT OF THE OVTFA.L 5• MIN p
/s' s 1'/:' s 4'J /t' A 4" pIn IS HIGHER THAN THE BOTTOM OF THE 5. REDIARED BARS ARE TO BE No.5 % 8" PLACED I,cENTER TO CENTER ALONG ��~-� U stockpiles on site as well as borrow areas and soil intentionally transported from the ro ect site. �'/_' Met.
Smd sHle4r --- ---� 12'1 +��` p y p p ' STRUCTURE THE INVERT OF THE STRUCTURE BOTH SIDES OF THE RAAAP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM ae- ^^"' =
Existing. Site Conditions 4, ,. ea=rleetore SHALL BE RAPED WITH CEMENT MORTAR TO CONCRETE COVER 4/s"• ^] MAX. .3
__,_, a 12" �/4' PREVENT STAN0M OR POHOM OF WATER t = + 0
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent TT 1 IN THE STRUCTURE, TIE COST OF FURNISHING S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
The lot has begun Ideve% ement under an approved Slte Ian AND PLACING ALL MATERIALS NODENtAL TO ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
vegetation shall not be considered established until a round cover is achieved that is uniform mature enough to 9 p pp p for Advanced PLAN °» ° ° MET sHANPING 1S TO 8E IacLUDEO N THE DID TYPE B m
g g / g (Grote Rernovedl N � PRICE FOR THE SiRRUCTuRE, 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL Q N
survive and will Inhibit erosion, Mortgage Service$. Al/ of the erorsion and sediment controls and the detention ! BY THE ENGWEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" AN ACCESSIBLE ROUTE VATHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
'� SECTION B-B OR GREATER. FOR DETAILS SEE STANDARD ST-1. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 13 EXISTING PROPOSED, L Q y
pond have been installed. The majority of the utilities per that p/an have also OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESIRIAN CRbSSWALKS > 3
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall DIMENSIONS FOR COLLAR DETAIL 6, THIS. ITEM MAY E PRECAST OR CAST•W-PLACE. AS SHOWN ON PLANS OR AS DIRECTED BY THE ENOMEER. AND SHOULD NOT ` c
p P p been Installed, CAST IRON ONLY BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE y O
be constructed as a first stepIn an land -disturbing activity and shall be made functional before upstream land 7. # 4 X 8; SMOOTH DOWELS AT APPROXIMATELY HYDRANTS, DROP INLETS ETC. ACCESSIBLE ROUTES PROVIDE A GONIINUQUS ¢ � 12��u� + a
y g `J P 12" C•C TO E PLACED IN ALL AREAS ADJACENT UNOB5IRVCTED STADI.E,FIRM AND SLIP RESISTANT PATH CONNECTING AL i2,1MAX O 4, E
disturbance takes place. 4,,2" D TO AeuTTING CONCRETE TO PREVENT ACCESSIBLE EQMENTS OF A FACILITY TWAT CAN BE APPROA.CHEO,ENTAL � - * �' n
Adlacent Parcels Hordwa'e Cloth 2•.6'• SETTLEMENT, IN LIEU OF DOWELS A 2"X4" AND USED BY PEDESTRIANS. 5 )K O -�
2•.7•• NOTCH MAY BE PROVIDED. SEE STANDARD U
J" Oiometer T• •• T•DI•3.4 FOR ALTERNATE DESIGN. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2•NAH 6 r
THE CURB OPENING IS PLACED WITHIN IRE LIMITS OF THE CROSSWKX AND l AT �( 2•' HIGHER THAN ,Q
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after n • �®PRO�et r N B. 3" DINER WEEP E IMTH 12" XI2" PLASTIC THAT NE SLOPE AT THE CONNECTION OF THE CURB OPENING IS F.DGE OF PAVEMENT T y C
installation. The area to the south Is a mechanical contractor shop/office, The area to the HARDWARE CLOTH I MESH OR GALVANIZED PERPENDICULAR 10 THE CURB. AT XCXC , SAME AS TOP Or CURB
s`4�' `H ' STEEL WIE, W MRE DIAN E TER 0.03"
north Is presently a vacant lot but Is being developed and site plans are ' _ =a : D, Colar 4" depth Aggr. DDDDDDDDDDDDDD NL�ER 4 LESH HARDWARE CLOTH ANCHOIRED 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RA IICAHNOt TYPE c
SIN IBB,M75 or C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ACCOMMODATE THE TURNING REOUREMENTS E ANTICIPATED HEAVY TRUCK
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be merging. = s 11,; YB . 6" width DDDDDDDDDDDDDD, TRAFFIC REFER TO STANDARD CG-13.COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR
served by the trap or basin. E m 9. CAST II PLACE CONCRETE IS TO E CLASS A3 TRUCH TRAFFIC) FOR CONCRETE DEPTH,
_ 12"•15" 18" or 4" N3000 PSG. PRECAST CONCRETE IS TO BE 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
NV in mi'f N 4000 PSI.
° ° � �.� DODDDDDDOODDDD TH£ MO9MIUM WIDTH SHALL E THE WIDTH OF THE SHARED USE PATH
SOILS rN 4 10.ANY ALTERNATE METHODS OF ANCHORAGE 1'® 2'N' TRUNCATED DOME
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap ° ' • ° DDDDDDDDDDDDDD �► MEETING THE APPROVAL OF THE ENGINEER C•C
shall only control drainage areas less than three acres. The soils ° ' . • ° MAY BE SUBSTITUTED FOR THE CAST IRON o �-v-a 0 0
° LUGS AS SHOWN HEREON. 0 0 0 0 0 0 0 0 0 0 0
types determined from the USDA's "S01/S Survey Of Frederick County, a �f �� ' a 0 0 0 a o o a o o a o 0
VA shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is SECTION A -A Ir ` t a a a o 0 0 0 0 o a 00 00 0,
b. Surface runoff from disturbed areas that Is comprised of flow from drainage areas greater than or equal to three predominately r '" `� o 0 o a a o 0 0 0 0 0 o a 0 0 b
acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic P y yellowish brown silt isms over bedrock and offers severe 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0
yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin erosion hazards. The tovlsoil has been removed and site is stablized. CONCRETE QUANTITIES FOR MIN. DEPTH Y44 - �V/4,^ o.r +�
P' 501 NiBOP DIAMETER
DIAMETER O O O a a 0 O O O O A 0 4 00
during a twenty-five year storm of 24-hour duration, Runoff coefficients used /n runoff calculations shall correspond to IT concrete pipe -1.440 Cu. Yds. Concrete secrloN c-c SECTION D-D 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0
15" concrete pipe - 1.526 Cu. Yde, Concrete
Erosion Control Pro'Qram IS" concrete pipe - 1,620 Cu. Yoe, Concrete g" 14° VARIABLE
a bare earth condition or those conditions expected to exist while the sediment basin /s utilized. 24" concrete pipe - 1.Bn C�. Yds. Concrete GRATE DETAIL BASe DtAA�TE �------ ®'H�HmMUM,------- -�
AN 0.469 CU. Yds, per TRUNCATED DOME PAY LIMITS
oddittondtoot ofdepth. APPROXIMATE WE"T DETECTABLE ABLE WARNING
7. Cut and fill slopes shall be designed and constructed In a manner that will minimize erosion. Slopes that are found to ® Erosion and Sediment controls are in place. Maintain controls and stabilize cftt Aran DE TAIL
be eroding excessively within one year of permanent stablllzatlon shall be provided with additional slope statlllzing upon reaching final' grade. Grote 363 _ 16 be SHEET 1 OF 4
measures until the problem is corrected.
STANDARD DROP INLET "D CG-12 DETECTABLE WARNING SURFACE S��ENcEN
General Erosion and Sediment Control Notes (VESH Table 6-1) 12" - 24" PIPE; MAXIMUM DEPTH (H) 10' 233 Rev.7/05 GENERAL NOTES
8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or VIRGINIA DEPARTMENT OF TRANSPORTATION S02 20J.05 VIRGIMA DEPARTMENT OF TRANSPORTATION 502
toa.ot
permanent channel, flume or slope drain structure, ES-1. Unless otherwise Indicated, all vegetative and structural erosion and
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. sediment control practices will be constructed and maintained according to OG•,I
minimum standards and specifications of the Ui ginla Erosion and Sediment
10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment
9s STREET APPROACH SAME
( ROAFAACI G AS MAINLINE
It It
cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. Control Regulations. A-, sun
(RAM TO BE AS t � C I C
DWAY
SHOWN ON PLANS)
11. Before newly constructed storrnwater conveyance channels or pipes are made operations., adequate out/et protection ES-2. The plan approving authority must be notified one week prior to the - - -'- - - - 70�Al � I To ��) 4
and any required temporary or permanent channel lining shall be installed In both the conveyance channel and pre -construction conference, one week prior to the commencement of land B AND GUTTE SHOWN
receiving c anne ,disturbing activity, and one week prior to the final inspection. CLASS A)12. When work In a live watercourse Is performed, precautions shall be taken to minimize encroachment, control SIDEWALK i a IH.Es.)ES-3, All erosion and sediment control measures are to be laced FLOW LI 6" `o► RRETEsediment transport and stabilize the work area to the greatest extent possible during construction, Nonerodible material p prior to or as 6 a FL0>I LSEshall be used for the construct/on of causeways,and cofferdams. Earthen fill may be used for these structures If the first step in clearing. ExAN�oNANT n E>IPA„�oHN aI,T
armored by nonerodible cover materials.
Ig SECTION C-C
ES-4. A copy of the approved erosion and sediment control plan shall be - NOTE`SHOW N ON TYPICAL S CY10M. A "11 '� ROA>aAr
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a maintained on the site at all times.
temporary vehicular stream crossing constructed of nonerodible material shall be provided. PLAN VIEW
ES-5. Prior to commencing land disturbing activities /n areas other than M CONSTRUCT BRAE CHANGES WITH A PARABOLIC CURVE.
14. All applicable federal, state and local regulations pertain/ng to working in or crossing live watercourses shall be met. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE
Indicated on these plans (including, but limited to, off -site borrow or waste ® THE TURNING REQUIREMENTS ANTICIPATED HEAVY
areas) the contractor shall submit a supplementary erosion control plan t0 the TRUCK TRAFFIC THE DEPTH FOR �EWSH IL CBE
lo'PARANTC4IC C1F1vE RAPS WITHIN THE L1WT5 THE RADISFDIAO BE
15. The bed and banks of a water course shall be stabilized Immediately after work in the watercourse is completed. ® MAX. IICRREASEO TO 7".
owner for review and approval by the plan approving authority. L SHOULDERLLINE oP OHA E ® -- -- D
WHEN ST'O.CG•11R USED FOR ENTRANCES BUILT ov7'4®'� � li 16. Underground utility lines shall be Installed In accordance with the following standards in addition to other applicable MAIaIE RO/OWAY ®� Mom: - - - "- " ® -•" -•- -- - D IN E THE � VDOT PROJECTS, PLEASE
criteria: ES-6. The contractor Is responsible for Installation of any additional erosion SLOPE Cw.NICE - X{)K MAINLINE PAVEMENT SHALL BE CONSTRUCTED
®
control measures necessary t0 prevent erosion and sedimentation as determined 5. MIN. 40'MN.FoR STREET TO THE R/W LINE (EXCEPT ANY SUBGRAE U4Y W STABILIZATION REGUIIREO FOR MAINLINE PLAM
a. No more than 500 linear feet of trench may be opened at one time. o oESIRARIE FOR Cow$ PAVEMENT WHICH CAN BE OMITTED IN 8"M am aw
Y P by the plan approving authority. ENTRANCE THE ENTRANCE.) OF ACCOSINflY AAAgNM 1'
SECTION A - A ® RADIAL aye OR COMBINATION Ct
b. Excavated material shall be placed on the u h/l! side of trenches. ANY GUTTER MALL NOT BE CO�TRl7C9ED 1M ACCOMOM
p p LM
ES-7, All disturbed areas are to drained to approved sediment control measures GUIDELINES FOR GRADE CHANGED BEYOND
EEPI� MENT R/W LINE POSES XC£PT FOR
c, Effluent from dewater/n operations shall be filtered or passed through an approved sediment trapping device or at al/ times during land disturbing activities and during site development until WHEN USED IN CONJUNCTION WITH STAHeNgDARQ
g p p g PP DIP g ' final stabilization Is achieved, ENTRANCE VO.tIME ESIRABLE MAXRNM MOUNDARDCG-3 OR C)S To C CONFIGURATION.
TI TO MATCH TH Eww
both, and discharged in a manner that does not adversely affect flowing streams or off -site property. MOUNTABLE YO coNFKriR(ATK)W.
HIGH (MORE THAN 1500 VPD) 0 $ 3 Y SEE STANDARD CC-12 FOR CURB RAMP DESIGN
d. Material used for backfrlling trenches shall be properly compacted /n order to minimize erosion and promote ES-8. During dewatering operations, water will be pumped Into an approved LMEOWOW
NSS THAN
OD s3 x 6 To IE USED WITH THIS STANDARD.
1�
stabilization. filtering device. LOW NLEss THAN SOD YPD) $ B x B $ �10�- PLANS ARE TOp� ATE WHEN TTRUCTgN NS �
A FLOW LICE IS THE EN TO PROVIDE POSITIVE J >✓ to f
ORApdAZEACROSS TH4E ENTRANCE.
TaIN OF WPT e 0 P � WATER.
e. Restabilization shall be accomplished in accordance with these regulations. ES-9. The contractor shall inspect all erosion control measures periodically and
f,Applicable safety regulations shall be compiled with. after each runoff -producing rainfall event, Any necessary repairs or cleanup to
maintain the effectiveness of the erosion control devices shall be made I 52CIFICATIpP1 METHOD OF TREATMENT - ti
REFERENCE F A ® IR
17. Where construction vehicle access routes Intersect paved or public roads, provisions shall be made to minimize the immediately. CONNECTION FOR STREET INTERSECTIONS REv.T/oNWJ
transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or 502 AND COMMERCIAL ENTRANCES �o3Q® HANDICAP �I
VIRGMA DEPARTMENT OF TRANSPORTATION PARKING .S/GIN ®�/AlL 'J
public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed Frederick County Note:
from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be The Public Works and Engineering Department will retain the right to add to or
allowed only after sediment is removed in this manner, This provision shall apply to individual development lots as well modify these erosion and sediment control measures during the construction UJ V
as to larger land -disturbing activities, process, within reason, to ensure adequate protection to the public and
environment. CG-6
18.A/l temporary erosion and sediment control measures shall be removed within 30 days after f7nal site stabilization or 3' M/N. 12:1 �°° 12:1 3' MIN. �- C'�
after the temporary measures are no longer needed, unless otherwise authorized by the local program authority, Pt
Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be NOTES: CG-6 t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. �
•� CG-6 -"i �"°)
permanently stabilized to prevent further erosion and sedimentation. 2. CONCRETE TO E CLASS A3 D CAST IN PLACE. !`T
4000 PS F• PRECAST. �a
19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion 3. COMBINATION CURB t CUTTER HAVING A RADIUS 1�1®V�OF 300 FEET OR LESS COMSINATIONCURB /,1 e , Li:
ALONG FACE OF CURB)
SHALL
and damage due to increases /n volume, velocity and peak flow rate of stormwater runoff for the stated frequency BE PAID FOR AS RAGA. CUTTER.
�
storm of 24-hour duration in accordance with the following standards and criteria: 4. FOR USE WITH sTAEOL12Eo OPEN-cRAOEo
ORANAGE LAYER THE BOTTOM �OF THE CURB
AND GUTTER E CON T�RR�C{QQ��UUTRRE PARALLE!
ANDTTO TS`HtE DEPTH OSF TTHE PAVEMENT, LQ x
E A&I,111111, U
5, THUS CURB MAY BE USED WHEN
OEMSTORM A TER RUNOFF ANAL YSI AREAS SPEED E ND OR LESS
ON RURA, HIGHWAYS AND 45 MPH OR
Exlstina Conditions 2 R EXCEE EO STANDARD CLESS IN DEVELOPED MG 7 IS tEQUPEO.
AREAS P THESE DESIGN SPEEDS ARE
D,
Existing site i undeveloped. I. H/C SPACES MAY NOT EXCEED A 2� SLOPE.
NQ
The following is an analysis of the existing stormwater runoff` 6"
rates. I. P BUILT TO VDOT EX CEEG 12 57ANN*,J14R®S.
J. WHITE STRIPING SHOULD BE 3" WIDE
Features Areas (Acres) C-Factor CA . ; a � . ; A � . ; a , . ; ° � . , 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK
Green Areas 2, 00 0.30 0 6071b N D , ' - D . • a D • OR NOUVED TO BUILDING /F POSSIBLE. Z
--_- --~- - - THE BOTTOM E THE CURB AND
CUTTER MAY BE CONSTRUCTED `
Rainfall PARALLEL U THE SLOPE OF
6" 2'•0" SUBBASE COURSES PROVIDED A
ISNIM DEPTH MAINTAINED.GF 7" Z
I-2yr = 5.30 in/hr
tc
THIS AREA MAY E CONCRETE H""1
AT THE OPTION OF THE CONTRACTOR Q
I-IOyr = 6.80 In/ter > J �
1-100yr= 9.301n/ter / and nature
Two -Year Storm - Q=CAI=(0.60)(5.30)=3.18 cfs ,71 In
Ten -Year Storm - Q=C4I=(0.60)(6.80)=4,08 N;fS
a
100-Year Storm - Q=C4I=(060)(9.30)=5,58 cfs j o
�c LZ a
%oose Comm ons �2
Features Areas (Acres) 'C'-Factor CA u �E NJAM iN C. y Bulldings,Pavement 1.38 0.9 1,242 SnanCATION MONTG®MEINLU
!k=ireas/Trees 0.24 0.3 .072 REFERENCE COMBINATION 6" CURB & GUTTER
pp��
Tate! 1,67 Avg. CA= 0.812 502 VIRGINIA DEPARTMENT OF YMISPORTATION 20/03 �o. 030342 �l(,�
oT N
'A *1
Two -Year Storm - Q=CA1=(0,812)(5,30)=4.30 cfs (0,38) (.35) (5.3o) = a71 cfs �SSIONA L E+ I
Ten -Year Storm = Q=CA1=(0.812)(6.80)=4,08 cfs (0.38) (,35) (6.80) = 0.90 cfs I DATE: JUNE 7, 2005
100-Year Storm Q=C4I=(0,812)(9,30)=5.58 cfs (0.38) (.35) (9.30) - 1.24 cfs
Allowable Discharge from 5-0 Facility
SCALE: 1" = 30'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO, 225-05
wo- Year Post 3.18 - 0.71 = 2.47 cis Ten -Year Post 4.08 - D, 90 = 3,18 cis COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
100-Year Post 5.58 -1,24 = 4.34 cfs CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 4 OF 7
ADMINISTRATOR PRIOR TO CONSTRUCTION.
CAST
GALV.
IRON
STEEL
66 ±
1
3Ibs,
43.6lbs.
inelud;
Including
lugs
onnectors
W716
765
U�m
755
750
745
740
765
760
755
750
745
17�
MWNrAtN 4' OF COVER
C
O+W 0+50 1+00 1+50
WA TFRI INF PROFIT F
f �
t
j
212'00,,5X
16 11RCO,
+
0 50 100 1.50 200 250
0
A> 7
........... "W1
ng
.6 .. .... 46
4
)\NE
r
14
I P
75b
'154
Ai�/M/�� /Q .t 3;, /./,.
S 4t
PAD
UPOA(
� / Rom. f�.� � , / �a
Sj
111.W 4107M 10,
4'TAU
7,57
4
Pff AW MAWW
TO BE RMHDy id
A
—2M
2-xoo ER7PROSp
ITY
P 'IES,
9�!Krao W-21 Rop
pff M%
))-2P '020020227
PR ST.
LOT 8 ERTI #C'30,0,26170 Cr ES C
r INS7-. 0 A.
75 ZONE:
50007
93
—'((A )-2F t 1 0
L YLE P. Z FFICE/WAR
I>
STF�OSNYDERo ��
D.S. 921\ pG. 10 JNC1 T
29 1 x
ly. 00i
ZONE: e 3 A_ I
10
SE: OFF1
X
Ckk��4REHOI 'v X
SE
31'
Joe
AMMY MW
WM
WV
To mw OF xx r
AW MS4 AMMUM
4'=1 pvc
am
CAPPIM A0
2! fiW'V= 9MAN P"
Aw our-YU55
N_w•j
7
TILITY ESW--'
EX. U Mw aw
641, PG. 134,�,
rw 53
-7,
`11100
7
Irk
7 S
wA\j 5A
OU
765
Seedin
U
1.)Topsoil will be spread at a minimum depth of 4".
_q Schedule (per section 3.32 of VESH)
N. 2.)Pulverized agricultural limestone will be incorporated into
the soil at a rate of 92 lbs per 1000 square feet (2 tons per
acre).
760
RIM:= 76,3. go P
.......... 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000
sq uare feet (1000 lbs per acre).
INV. IN:-751 0
INV -9 Rospcpury 4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and
SEE STORM WA TER ANAL YSIS SHEET 3 33 % Red Clover.
5.)Straw mulch will be applied to all seeded areas at the
755 SEE E & S NA R RA TI VE SHEET 3 rate of 3500 lbs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre.
RESPONSIBLE LAND DISTURBER
seai'ap d Signature
750
NAME:
CER TIFICA TION #:
745 EXP. DATE BENJAMIN C.
MONTGOMERY
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in 0 No. 030342 44/
the plans,
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer SSIONAL
prior to commencing any site work,
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
E47
o
LU
a
O
o
rx
g
Uj
04
7
U
DATE: JUNE 7, 2005
SCALE: I" = 30'
STORM SEWER PROFILE
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
ADMINISTRATOR PRIOR TO CONSTRUCTION.
FILE NO, 225-05
SHEET 5 OF 7
Prune out anyy dead or
broken brunches: rrmowe
ON tart labels, sbfhgdt
wi e& etc, from plm.
i" mulch
Set top of root boN
equal to or 1 2"
oboes grade.
above container; use
arp blade to make
ur 1/4 = 1 cuts the
th of baN and cut o
4' X on batten of
fi; loosen compacted
Ott.
CONTAINER GROWN SHRUB
Prune codornheant
Prune rubbkV or
co on bronaber—
Rumovte tads and krbeb._.....
��'"'"�- DO NOT puree terminal
leader or branch Up*
Pane nom m patch
angin & water aypouft
-Prone brakes b xwhes
Prune Out deed
Prune suckers
or broken
Cut away all baN/ng ropes
2 =3"
mukrh kept
/11_�
Remove all 94
R*now top of wire bo*W
fmm trunk
wlree�W
oroantah twofer
2-3" SmKw
Set top of root
to or 1-2
above prod L
�••:,,t-y..,,
•
) t..
< . .
BockRli sod
. sy
�• • "• .•.
PO?Wly boddYll,
Wden and sea
weft to **ft
Rwww rope buries
holes In wart
fkNale
bockWft
.
from root boil.
• "
•,'d,
,��"
s•
=�.y a
Romove container and
Area for water
oYa
s.:
cut dreNn� roots if
or we"=�
Dq�
hole 2-J tlmee
covetainer-drown, or
as much burlop as
be installed)
w7dth
of root ball
Leave soW sell
pow'o N �*w -9raV Epp.
ar - do not
�W depth
BALL &
BURLAP SHRUB
hots z-J bWw root bail width
'
SHRUB PLANTING DETAIL
(NOT TO SCALE)
LANDSCAPING SCHEDULE
Street & Canopy Trees
TREE PLANTING DETAIL
(NOT TO SCALE')
Symbol
Common Name
Botanical Name
Planting Size
Height or Caliper
Mature
Height
Fall Color
Quantity
RO
Red Oak
Quercus Rubra
3" Caliper
50'-75'
Brown
36
eso
Scarlet Oak
Quercus Coccinea
2, 5" Caliper
75' +
Red
0
• WA
White Alder
Anus Rhomblfolia
2,5" Caliper
75' +
Yellow
0
Shrubbery & Groundcover
Symbol
Common Name
Botanical Name
Planting Size
Mature
Fall Color
Quantity
Height or Caliper
Height
LC
Leland Cyprus
Cupressus
3'
4'
Evergreen
29
CC
Cranberry Cotoneaster
Cotoneaster Apiculatus
24" Tall
4'
Purple
0
MJ
Mint Julep
Juniper
Juniperus Chinensis
24" Tall
6' - 10'
Evergreen
0
LANDSCAPING NOTES
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility
markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities,
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease, The plants shall have ample roots and be
well branched. The planter shall guarantee all plants for one year.
3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the
owner,
4, Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures
and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning
Department,
LANDSCAPING DA TA
Interior Parking Lot Data
Type of Vegetation
Requirement
Calculation
-Large-
Canopy T py Trees
1 per 10 Stalls
57/10-6
Large Canopy Trees
Imperv./2000
-
LANDSCAPING TOTALS
Type of Vegetation
Total Required
Total Proposed
Large Canopy Trees
36
36
Shrubbery
0
0
Groundcover
0 1
0
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11
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Seedin4 Schedule (per section 3.32 of VESH)
1.)Topsoil will be spread at a minimum depth of 4".
2.)Pulverized agricultural limestone will be incorporated into
the soil at a rate of 92 lbs per 1000 square feet (2 tons per
acre).
3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000
square feet (1000 lbs per acre),
4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and
33 % Red Clover.
5.)Straw mulch will be applied to all seeded areas at the
rate of 3500 lbs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre.
Seal, and((�jgnature
��t-T FT op �f
'PC
BENJAMIN C. y
MONTGOMERY
�o No.030342
T�SSIO
NAL
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
COUNTY STANDARDS AND ORDINANCES, ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
ADMINISTRATOR PRIOR TO CONSTRUCTION.
DATE: JUNE 7, 2005
SCALE: 1" = 30'
FILE NO. 225-05
SHEET 6 OF 7
UU."
METER BOX and COVER O �
• grad trench 6" minimum• � Nm
minimum METER SIZE METER BOX METER BOX COVER ' . trenchIwidth M
Q
ate va.
general backfill Non -Traffic M32C-PW as required , 1A 0)
general backfill form board (typ D machine excavation limit 5/8 x3J4" or 3/4" 18 in. Dia , .r; t0 CO
/^ (see note) Traffic A32HH - T 00 W
(see note) • • �'' e" dia schedule 40 steel
Non -Traffic MC-30 Frame WITH RML-1-T Lid e "r'r'• ,9 pipe filled with concrete O
• B. 1" 24 In. Dia - • f' ; and painted yellow
dZr
O.D Traffic MC-30 (Frame) WITH RML-12-T To Lid r ! ,P y
r�
'C" treated 2"x 4" with ,! ••� • .� • ' 7 7
concrete
trench bottom meter box top 6" painted blue •;
24' select backfill 24' select backfill g & boas & box gate ate vdve to �ve undisturbed earth stone bedding and coder : y I"
f
(se0
e note) (see note)
24" 18" -i` 18" concrete
1'-6
ga
� TEE. WYE, OR PLUG ]'YA AL SECTION •r concrete
•� ' p encasement 3,
6" 6° In lieu of wood forming the fitting may be wrapped with "denotes hand excavation concrete ad
O.D. O.D. and the concrete poured to com letel surround V-6" sq. x e"deep 1
polyethylene, po p y "D' = 12" min, for 10" and smaller pipe meter b N
1/2 O.D. the fitting and against undisturbed sail. The bearing dimensions •D' = 16" min. for 12" thru 20 i i 8"-21" y
concrete ` 8 U
against undisturbed sdl shall remain as shown, p F. .S.A, thrust block N
see chart below for A, B, C dimensions, 3" stone
surrounding box BL&LARD DETAIL N v>
g• 6 CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS *6. minimum Meter Size Co ersetter c :�, ,ti4 "�. .tiy 'C Q d
. �> E
stone stone Pipe Plugs, Wyss & 11 1J4°and 221/T 45° and 90° .P 5/8 x 3J4 A-C3835.01 w/ 7 jZ"Opening 8"- 10" � �
Dia Tees Bends Bends � 4"stone ® �� Q N U
A B C A B C A B C N
STANDARD CONCRETE ARCH 6" 1'-0' U-9" 1'-0" 0'-9" 0' g" U-9" 1'-3" 0'-9" 1'-9 a ++ 3/4' A-C3835 01 wJ 7 J�"Opening direction of setting to be approved prior to Installation v�
8" 1'-3" 0'-9" v-3" 0'-g" 0'-9' 0'-9" 1'-6" a-9' 2'-3' r 6' U O
screw type �
10 1'-6" 0'-9 11-6 1' O" 1'-3 1'-9 2-6" adjustable valve box O C
i" A-95319 OB w/ 10 "Opening ;; p5 ;:; :;;;.y.:;;::. 12 1 36" min. c
........ ..
12" V-9' 1'-0' 2� 1'-3" 1'-0 1'-6° 2 0" 1'-0" 3' 0 ` ,,,;; ; •••• •••••••••••••
general backfill general backfill 1 " 2'-0 &-V V-3" 1'-0" V-6" 2-6" i'-0 4'-0"
(see note) see riots �:� �• as required concrete pad 1'-6' sq. x 6" deep
1 Z'? 3' 6" 1' V-0' 2'-0" 2'-9" V-0" 4'-6" V CTS polyethylene tubing �" location marker
(PET) 200 psi with SS Inserts saddle with
18" 2'-6" 1'-3' 3'-9" 1'-T V-3" 2'-0' 3'-0" V-3" 4'-9" O.D.
20' 2'-9' 1' 6° 4' 0 i'-9" V-6" 2'-0" V-3" 1'-6" V 0 at NI connections Corp stop stone vales megalugged
O.D. O.D.
8 8 e"�� egalugs to main 2 min. - 6" max
e„ 11 1 /4° THRU 90° BENDS stone 6 .k
...............................
megalug
"select backfill 24' select backfill
(
ee note) (see note) I coupling / 4" stone
sgalvn rods over fittings and (PJX RP) C14-44 screw type
f ' embedded in concrete thrust blocks. COline copper
COMPONENTS with SS Insert and adjustable
meter service line copper -Inlet- -Outlet-
stone • size height connection bar tubing size Angle Ball Valve Angle Check Valve MIP plastic plug stone stone to be minimum valve box
• • 6. O.D. F r FITTING Al NO. RODS E T 5/8"/4" 16' D-31014-12 BA13.332 WSN HHCA31-323•NSN of fi above top of bass ROD�IZF � + locator marker
,f 1/20.D. '• .+' 12"&LESS 6 2 30" w/C14,44 1X"O.D, wJCSB-43 w/CSB•43 thrust block 18"to24° stone
14, - 20" 8 2 36' w/ SS Insert
Concrete 3/4' 18" D-31014-12 gAi3-332WSN HHCA31-323NSN egalugs
(for
valves
16" solid block
w/C1Inse 1J�"O.D, w/CSB-43 w/CSB-43 (farvalv�l2andlarger)
w/ SS Insert
concrete concrete Fitting � Up4 jest block jp•c� P' 18 D-31o1412 BA31-444 W HHCA31-444 N
VERTICAL BENDS size 22-V2 45° 90° w/C14-44 1 J�"O.D.
w/ SS Insert w/ CSB-44
CONCRETE CRADLE CONCRETE ENCASEMENT stone bedding ir 111 2.3 Note: this detail is also
INSTALLATION NOTES: used for butterfly valves 10" - 1.8 3.7 1. Exact location of meter box assembly to be approved prior to installation. mechanical joint
THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 2. Water service crossing street: swivel tee with
UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the 6" branch
NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS, 16 0.9 2.3 5.1 - street, to one foot beyond sidewalk
b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp.
20' 2.2 18" 1..2 .- stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve].
4.5 7.8 -
TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & I- METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY
Figure 1 Figure 2 (4 FOOT COVER) Figure B Figure 9
Revised
Figure 6 Oct 03
TREAT WOODEN PANEL
S T ONE CONSTRUCT ION ENTRANCE R 0 CK CHECK DAM WITH WATER SEAJANT.
SDR 35 spigot by gasketed 21
SDR 21 SDR gasketed spigot by 2 ACRES OR LESS OF DRAINAGE AREA:
bell 45° bend bell adapter
t (see note) 2' 70' Mil: P T
A •�
Set
8"
JL_® FILTER CLOTH d• M L I At � ABLE BERM s►
cast iron cleano ca with brans lust NW M= CIM
R ha an i rays
P ellal AV5.0 � e SIDE ELEVATION (Opnoxa)
SDR 21 gasketed ana, 99m ( x
SDR 35 8"x4" pipe and fittings finished grade OROM
00 gasketed bell wye SCH 40DOWNMMM
solvent
(see note) weld cap " ' r, square concrete slid pad 7W MK
0"x 20"x 6" deep V= /1
property n cast uare lints kid lg MASFNtACK MM COARSE ABATE TYPICAL �� TALL i7i 8r :I16/i DiIV-GIuiW ! GSVG
wi nc �
line VALCO, Inc '�"i� p
4�o plug having a countersun square coPTloMw.i
����� Fig. No.71808 head PaneliaModel PA4SVCSK(41 PANE1, INSTALL 46N 4'�l4'x8r lliGA10 �JIJ SET18" with lid sd X8
'SEWEi# 4' stone • 10' MBV. �► r 3# 3' DM .
SDR 21 - clearxxut pipe
of �' SDR DUMPSTER ENCLOSURE FENCE DETAIL
location marker 36' min, brick base
N...
cover I
WK
atone SDR 35 . all adapter Cow A ►TE �"�' 2-10 ACRES OF DRAINAGE AREA: v~j
gasketed bell wye TRAPPIMG DEW M
sanitary (see note) %N
sewer man SDR 21 Yend (see note)5° OF NORM AM Ir I 'EMS
e 4
o1�RA,iIOM PLAN VIEW
treated 2•x 4" with r " ,v• ti �" . •,° rr „
top 6'painted green 'S, IMi. •' • : °. � i ' A 4 ~ F 3W PSI CiOJ�iRETE WS t,,,,
8 .. • i FJ�R O
•:;..f,
4' pipe at 2.00 % 6" stone beddingIt
. g' 4" OF 21-8 COMPACTED Tn W V
minimum grade
IPItrTbrR CIATH 95X D£NSTY Q 4 ') U
NOTE : If.tRfpmbJevrgMrudisea peter tldao @fnCdedp, ;r ialK (OP'nwa) ll
t1�a ins. SUBGRADE FREE OF ORGANICS o CIS Q
the property line.
Note; If top of main Is 2. If top of sewer main is wall than DR315', then DOWNSTREA & COMPACTED TO 95X DENSITY W
greater than 16 fl deep wye and bend to be heavy wall SDR35. FILTER CLOTH
use heavy wall SDR 36 SECTION A -A 0
TYPICAL SIDEWALK SECTION 1, . Q concrete cradle if top �- �.-'° VDdr 1 �s '•V
"t of main is greater
COARss AaaREa�►�cE w � • ♦ • .� than 15' deep p • •�,
r A 311
•" r� r r• iv r 7P'� Li •y• �•
GRAVITY SEWER SERVICE LATERAL
SEWER CLEANOUT �� i ••~ 8" OF MW PSI CONCRETE W1 00MV
Figure 16 Revised :,•.: } WE REJNFOR Mi EN%
Figure 17 Oct 03 FAMORCED 8'v OF 21-8 COMPAC70 TO
CONCRETE SECTION B--B CLASS I Rome 95X DDWY
SOURCE: VA. DSWC PLATE. 3.20-1
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95X DENSITY
PIPE OUTLET CONDITIONS 1.5" of SM-2A >Y> c DUMPsrER
A TEMPORARY DIVERSION DIKE SPACING BETWEEN CHECK DAMS 3" of BM-2
o Z
z.
A ado (1tIId.) 8" OF 21-8 COMPACTED TO j < a
95X DENSITY
do Com acted Soil L THE DISTANCE SUCH THAT POINTS Q o z
P A AND H ARE OF EQUAL ELEVATION ��'` �� SUBGRADE FREE OF ORGANICS als and Signatures a g
PIPE ounsr To wz L / & COMPACTED TO 95X DENSITY o
DEFINED CHAIN. 180 min. U_ k
PLAN VIEII ---now TYP/GAL PAVEMENT SECITA+V UNDER TH OF
! ENTRANCE, DRNE A&a AND V j
- L a B LCtADWNG AREAS �c� Ln
o x 4.5' min. - v BENJAMIN C. y W oo
+ ' '• •• 2" OF SM-2A MONTGOMERY o
d No, 030342 �v ,� off,
6" OF 21-8 G'OAIPACIED li7 o��SS
SECTION A -A 95X DENSITY rONA L ��
����,�� DATE: )UNE7,2005
i w�BUM. OR ox niexa >� m ems, � aABtox �� SUBGRADE FREE OF ORGANICS
CO1fG7eOf &COMPACTED TO 95X DENSITY SCALE: N/A
g. Let I8 �! LBO � !B! BBPRAA APRON A8 CALCULAl�
& 4 TM �MAXOM a � � WT
SOURCE: VA. DBIIC � 3•09-1 SOURCE: VA. DSWC PLATE. 3.20-2 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
I=$ Tito d OKI= TYPiX PAVEMENT SECTION FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 225-05
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
Source: Va. D31fC Plate 3.18-1 UNDER THE PARKING SPACES ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 7 OF 7
LEGEND FCSA CONSTRUCTION NOTES VDOT GENERA L NOTES VICINITY MAP
o
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
EXISTING FEATURES VI. Al/ work on this project shall conform to the current editions and latest revisions to the V/rginla Department of SCALE 1 2000'
EX EP 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Transportation (VOOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control 0
EXISTING EDGE OF PAVEMENT 3. Water and sewer lines are to be constructed /n accordance with these plans and shall meet all Authority requirements, Regulations, and any other applicable state, federal, or local' regulations applicable. In case of a discrepancy or CO CO
4. The contractor shall coordinate with, and arrange for Inspection by, the Authority, conflict between the Standards or Specifications and Regulations, the most stringent shall govern. �o hoo 0,EXISTING EDGE OF GRAVEL EG
5. When an existingwater main is tapped for the installation of a new line: V2, All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health 6a
pP P Y p p Y fit, d Q
a) The Authority shall furnish all labor and material. Administration (OSHA) and Virginia Occupational Safety & Health (VOSH) Rules & Regulations, e�°� ti
EXISTING CURB AND GUTTERC)
CG-� b) the developer/contractor must: M�dd�
1. make application and pay deposit. V3. When working on VDOT right -of --way, all traffic control, whether permanent or temporary, shall be In #
EX. INTERMEDIATE CONTOUR •� accordance with the current edition of VOOT's Work Area Protection Manual. Furthermore, a// traffic control
2. mark the tap location.
flaggers must be certified in accordance with Section 104. 04(c) of the VOOT Road & Bridge Specifications. D
EXISTING INDEX CONTOUR 50 3. coordinate Installation with the engineering-assisant.°�A 4 o
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 4. V The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal
EXISTING SPOT ELEVATION X 50.0 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It Is the sole ` %� ti , Q E
responsibility of the developer to locate and identify utility facilities or Items that may be in conflict with the �,� >
8. The Authority's maintenance department shall furnish and install all water meter through Z" In size, c
EXISTING TELEPHONE LINE T T T It is the develo er's/contractor's responsibility to have the ureter box assembly installed correctly. proposed construction activity, VDOT approval of these plans does not Indemnify the developer from this � � SITE o a o 6
P P tY Y Y responsibility,
Before a permanent meter is installed: 0. �
EXISTING SANITARY SEWER S S S p I @
a) The meter box, with Its frame and cover, must properly aligned with the coppersetter. V5. Design features relating to fled construction, regulations, and control or safety of traffic may be subject to q� 0 �
EXISTING ELECTRIC SERVICE E E E b) The frame and cover shall be set to final grade. change as deemed necessary by VDOT. Any additional expense incurred as a result of any fled revision shall ko �, r
c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 be the responsibility of the developer;
EXISTING GAS LINE G4S GAS d) All components of the meter box assembly shall be in proper working order, V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
EXISTING STORM SEWER EX.85 permits for any work on VDOT right -of - way, PROJECT I F R
RCP 9. For water and sewer services that connect to existing lines: A �r-JL ON
a) The location of the service lateral Is to be coordinated with the Authority's Engineering Assistant. V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by
EXISTING FENCE LINE X X X b) An Application for Service must be made and fees paid before work will begin. the engineer and/or developer with the attendance of the contractor, varlous County agencies, utility companies Owner Developer
c) The Authority shall furnish and install % ", 314 , and 1 " water services. and .VDOT prior to initiation of work. Bean Properties, LLC Bean Properties, LLC
EXISTING DITCH LINE d) For all 1 1®2 " and 2" water services, the Authority shall make the tap and bring the piping to the PO Box 3625 PO Box 3625
property line. The contractor shall furnish and install the meter vault assembly. The Authority will V8. The contractor shall notify the local hours
a Residency Office when work Is to begin or cease for any undetermined Winchester, VA 22604 Winchester, VA 22604
length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection, Phone - 54
EXISTING WATERLINE W/ TEE W--r�-®� Install the meter, ( 0) 974-0447 Phone - (540) 974-0447
e) The Authority will install al/ sewer laterals.
EXISTING FIRE HYDRANT EX. PW V9, The contractor shall be responsible for maintaining adequate access to the project from the adjacent public
10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly roadway via a construction entrance that Is constructed and maintained In accordance with Section 3, 02 of the =ert4 Data Building Setbacks Per Code Proposed
EXISTING WATER VALVE W W Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Tax Map Number 75-((A))-2P Front: 35' 39.5'
must meet ASSE Standard No. 1015 or 1013, shall be maintained through construction, The Developer shall have, within the limits of the project, an employee Address Prosperity Drive Left Side: 15' 25.0'
EXISTING REDUCER W W 11. All fire lines shall have a fire service meter assembly and a backf/ow prevention assembly (detector double certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who Area 2.000 acres Right Side: 15' 79.5'
check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047, Radio read shall inspect erosion and siltation control devices and measures on a continuous basis for proper Installation and Zoning B-3 Rear., 15' 65, 0'
EXISTING TREE DRIP LINE remotes are required, operation. Deflc/enc/es shall be promptly rectified. Legal References Inst #050007935
Parking Setbacks Per Code Proposed
VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Front: 5' 44'
PROPOSED FEATURES GENERAL NOTE construction. Proposed Use Office/Warehouse Left Side: 5' 22'
V11. All water and sewer lines within existingor ro osed VDOT ri ht-of-wa shall have a minimum thirt -six 36 Right Side: 5' 2
PROP EP P P g Y Y ( ) Zoning Rear: 5` 22'
51
PROPOSED EDGE OF PAVEMENT 1. Permits must be Issued from VOOT prior to any construction /n a public right-of-way, Inches cover and when possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 25% = 26,136 sf
PROP EG VI2, Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Proposed 31.2% s 27,167 sf Use For Parking Unit Space per Sc�,Ft
PROPOSED EDGE OF GRAVEL 2. The Manua/ on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. during the course of construction shall be Immediately brought to the attention of the engineer and VOOT. Work F.A.R. Maximum 1.0
3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. F.A.R. Proposed 0.21 Pr. General Offlce: 12,000 1 per 250 sf
PROP. CURB &GUTTER PROP CG-6 and leaving the site, Bulldln4' Data
V13. All All areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior Pr: Warehouses: 6,400 1 per Employee
PROP. REVERSE CURB & GUTTER 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of to placement and fill. Where CBR testing Is required, a VOOT representative shall be present to insure the Type of Construction 2C - Metal Loading Space: 18,400 1 per 30, 000 sf
PR G- R this site will be the responsibility of the deve%per. All damage must be repaired to original conditions, sample obtained /s representative of the location. When soil samples are submitted to private laboratories for
testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and Proposed Use Off7ce/Warehouse
PROPOSED CONTOUR 50 5. A construction entrance must be Installed In accordance with the "'Virginia Erosion and Sediment Control that testing shall be performed in accordance with all applicable VOOT standards and procedures, Total Parking Spaces Required 56
Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. Proposed Area 18,400 sf
PROPOSED SPOT ELEVATION +22 V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Height Maximum 35 feet Pr. Parking Spaces 56
6. The contractor will be responsible for adequate and positive drainage of this site. Inch lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus Height Proposed 28 feet
PROPOSED STORM SEWER 4 a 2 % of optimum moisture for the full width of any dedicated street tight -of -way, At the direction of VOOT, # of Handicap Spaces Required 3
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge
Si
Specifications. Certified copies of all test reports shall be submitted to VOOT dally, unless specified otherwise. n..Uata
PROPOSED SANITARY SEWER S S S 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. Freestanding Sign Area Allowed 100 sf Pr. Handicap Spaces 3
PROPOSED TELEPHONE T T T 9, The contractor will notify engineer of record of any discrepancies between the approved plans and existing site V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specifed by Freestanding Sign Area Proposed 100 sf
PROPOSED ELECTRIC conditions. VDOI ' Sign Height Au'owed 35 feet # of Loading Spaces Required 1
PROPOSED GAS LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V16, The Installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Sign Height Proposed 35 feet
minimum design standards and is the responsibility of the developer, Pr. Loading Spaces 1
9 P YSign Setback 10 feet
PROPOSED WATER LINE 11. Al/ Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V17. prior to VDOT acceptance of any streets, all required strut signage and/or pavement markings shall be Installed ,./
12, All controlled fill must be compacted to a minimum of 95 % density following Method 'A' of the Standard by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On COntact Numbers ais t�l�%� / SIgnatures
PROPOSED WATER METER (D 1 "Will Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or Uniform Traffic Control Devices,
PROPOSED FIRE HYDRANT PROP. Flit pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes
this note /f provided, V18. The developer must provide to the VOOT Residency Office a list of all material sources prior to the start of
construction. Copies of all Invoices for materials utilized with/n any dedicated street right-of-way must be provided Montgomery Engr. Group, Inc, (S40) 869-0308 0-TH OF �7 ti
13, The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan to the local VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Survevina Firm: 'PC � Q
COMMON LABELS & FEATURES 4.
are approximate locations and not all utilities may shown, Montgomery Engr. Group Inc. (540) 669-0308 �� �
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density ,..� LLI
gala Enforcement: BENJAMIN C. yU14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge U
PROPERTY LINE OF PROJECT of each workday Specifications and VTM-10. A certified compaction technician shall perform these tests. Certifled copies of test Department of Plannin (540) 665-5651 M ONTGOM E RY J V)
reports shall be submitted to VOOT dally, unless specified otherwise, In addition to checking stone depths, a 5_1g Inspections: No. 030342 ®� Z
NEIGHBORING PROPERTY LINES Z S. An approved set of site plans must be on -site during the construction process, VOOT representative shall be notified and given the opportunity to be present during the construction and testing Department of Inspections (540) 665-5650 0,� �� W
of the density control strip. �oslon and Sediment Co=Q �S 5 Ct _,
EASEMENT LINE 16, The contractor will notify all utility companies prior to excavation within easements. Department of Public Works (540) 665-5643 S"ONA L.
17. The contractor will seed and straw, for loll stabilization, any disturbed areas that will be left for more than thirtyV20. Asphalt concrete pavement shall be laced in accordance with Section 315 of the VDOT Road and Bride
PROPERTY CORNER FOUND Q P P g ,�anitary Sewer an,� ter, i
days. Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Fred. Co. Sanitation Authority (540) 869-1061 in C
PARKING SPACE TOTALS i A certlfled compaction technician shall perform these tests. Certifled copies of the test reports shall be submitted elephone: Verizon O Z ~ Power
800) 5 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
to VDOT Bally, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to beany
DEPARTMENT OF INSPECTION GENERAL NOTES present during the construction and testing of the control strip. Gas: Shenandoah Gas Co.540) 869-1111 FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION O
ADA HANDICAP PARKING STALL
{ �`L OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
V21. In accordance with Section 302.03, the foundations for p ip e culverts thirty(36) inches and larger shall be ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, � W
MISS U ILITY: 1-800-552- 7001 '
a
SIGNS 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 explored below the bottom of the excavation to determine the type and condition of the foundation. The ® UJ U W
(Storage) and the International Building Code/2000. Other codes that apply are CABO A117.1-98 Access/b/lity and contractor shall report findings of foundation exploration to the engineer and VOOT for approval prior to placing Z®D,D General Votes q t� U
SANITARY MANHOLE IDENTIFIER the Usable Building & Facilities, pipe. Foundation designs shall comply with VOOT Road and Bridge Standard P6-1. Where soft, yielding, or W O
2. The requirements in BOLA mandate either a fire wall (Section 707) or a fire suppression system if height and otherwise unsuitable foundation Is encountered, the foundation design and need for foundation stabilization U- N
STORM DRAIN STRUCTURE IDENTIFIER area limitations are exceeded for the type of construction under Table 507 of BOCA. shall be determined by the engineer and approved by VDOT. Maximum 1, Exterior lighting will be provided by wall -pack
Environmental Existing Disturbance Proposed lights attached to the building & lightpo/es.
3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for V22, Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2, All lights will be shielded or directed to prevent
LIGHT POLES building permits. Plans must show all Ingress/egress locations to the exterior per CABO 117.1-92 and meet o o glare of neighboring h
requirements of Chapter 17 of BOLA. V23. VOOT Standard CG-12 Curb Ramps shall be Installed where indicated on these plans and/or as specified by VOOT. F/oodp/ain 0 acres 0% 0% g boring properties, 0-
4. Maximum slope across handicap o Lakes & Ponds 0 acres 0% 0 % 3. Outdoor trash receptacles will be In an enclosed
p p parking stalls shall not exceed Z /o, ° o six (6) foot fence, P
LOCAT7ON OF TEST PITS 5• A grease/®// seperator shall be installed if a floor drainage system is installed within the repair area. V24. VOOT Standard Guardrail shall be Installed where warranted and/or as proposed on these plans /n accordance with Wetlands >IAC 0 acres 0% 0%
6• The 20001nternational Building Code can be utilized for building design, VOOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading /s mostly complete. 4. This project will not disturb any environmental
Sinkholes 0 acres 0% 0% features as defined by the Frederick County
Natural S. W. 0 acres 10% 0% Zoning Ordinance.
FIRE MARSHALL GENERAL NOTE TRIP GENERATION DATA Retention Areas 5. The owner will be responsible for obtaining or
EROSION & SEDIMENT CONTROL FEATURES Steep Slopes >I5% 0 acres 25% 0% granting easements shown on this plan. Z
1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25/0 o 0/o 0 6. Easements will be recorded and copies sent to the Q
c�
INLET PROTECTION IP 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, parties Involved,
DATA TAKEN FROM THE L T. E. MANUAL 6th E ITION 7. All utilities that will service this site must be 0 L'
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, BUSINESS PARK (CLASS 770, 12, 76 PER .�, D®0 Sf X 1 , 46 S 2.35 VPD °S placed underground,
OUTLET PROTECTION Op 4; Burning brush piles of natural vegetation requires a permit. Burning construction debris Is prohibited. > ¢ a
5 Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed, MEG, IiiC. FROM SAMPLE DATA ESTIMATE 1200 TO 1400 i/EHICLES MP # APPROVALS SP # W >
CHECKDAM C® PER DA Y CONRENTL Y TRA VELING ON PROSPERITY DR, a o
RESPONSIBLE LAND DISTURBER Q
DIVERSION DIKE pop ®p 0
LANDSCAPING NOTES
SILT FENCE W/ WIRE SUPPORT NAME;
1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator VINAL SITE E Date w to in
and utility markings. Landscaper must stake and guy all trees, Stake locations must avoid utilities. ,4� t I►
SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: from the date of the ap11.p
�.�` a'may -
2, Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots 1. Site Plan approval from VDOT will expire three (3) years roval fetter.
and be well branched. The planter shall guarantee all plants for one year, 2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
SEDIMENT TRAP ST EXP. DATE
3. Landscaper shall use shredded mulch in al/ planting beds and around trees. Tags from each plant will be provided 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: JUNE 7, 2005
1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set forth In to the owner, not In progress at the end of this period, Authority approval shall be void.
the plans. 4. The Frederick County Department of Public Works approval Is not enough to begin site development. The SCALE: N/A
Z. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer 4. Landscaping to conform with 165-368 of the Frederick County Zoning Ordinance, Planting Section and Planting owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections. shall be void.
CONSTRUCTION ENTRANCE CE Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick 5, The Frederick County Department of Inspections approval does not constitute a building permit. Building plans FILE NO. 225-05
prior to commencing any site work, E= County Planning Department, must be submitted and ap
proved prior to constructing any structure. Furthermore, the site must meet all ADA
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. requirements and be approved by Inspections. SHEET 1 OF 7
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_-•--- BENJAMIN C.
MONTGOMERY
`\
t
� ',,•� � � �; 'x jr� ;v ����`. f•,.�.�--'" ---'"� No, Q3Q342
\ ! `N
•
jONAL 1� DATE: JUKE 7 2005
tA _, a _«_w _ w SCALE: I" = 30'
'' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
`�, � � ��� � � • �N `"� ''. '�� ... ,. �< ._. _... wN �...•-
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OFILE NO, 225-05R
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
;, t _ ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 2 OF 7
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
BEARING
CHORD
C1
22*45 Z5'
230.00
1 91.35
46.29
S 9'00'20V
90.75
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PHASE 2 TO BE REMOVED
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M 6' SOR-21 BENJAMIN C.
. . . . . . Ln
MONTGOMERY
WAA "I (2W
No, 030342
Vr.
L )AI A I
41 DATE: JUNE 7, 2005
abl
'VD
SCALE: 1" 20-
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
FILE NO. -05
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
225
..... lk CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
---------------- —
7 ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 3 OF
7/
7
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is Protect Descrl2tion A --_ A
reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas
that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be This site is located in the Kernstown Business Park on the west side of ;r
N ttonat N
applied to areas that are to be left dormant for more than one year. Prosperity Drive, The purpose of this development for the construction of
18,000 sq. ft. of buildings to be used for offices and storage, This development
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment also has parking and drive aisles for access. a
trapping measures The a licant is res onsibie for the hem ora rohectian and permanent stabilization of all soil
CAST
GALV.
IRON
STEEL
00 °
I
3 ts.
43.6 tbs.
inchr6ng
6)tluding
tugs
onneetors
M4V SY'LtJt'R.0 V1V ,r,C rN.V TN.L ®C
MEASUEO FROM TFE INVERT OF THE OUTFALL
1, II$ Vf.I{:G�AnLC WMITYV 5"ALI, DIr PHVYIVLV MY THRWWATEU UUM1E5.
'� tT� °R' '-"-
OD
00
PIPE TO THE Top OF THE STRUCTURE,
I. DETECTABLE WARNING TO BE CLASS A•3 CONCRETE ICLASS A•4 IF PRECAST)
OD
welded PLAT '91" 01MENSKkaS ARE APPROXIMATE ONLY
et FOR ESTOAATING PthtPOSES AND THE ACTUAL
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FILL WIDTH OF iH,E
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
cj
DIMENSIONS SHALL BE OETERMNEO BY THE
CONTRACTOR FROM FIELD CONDITIONS,
:�cannectors
TRAVEL. OTHER TYPES Of MATERIAL WITH THE TRIMlCATEO DOMES DETECTABLE
WARNNG MAY BE USED WITH THE APPROVAL OF THE ENGINEER.77
-
TYPE
v
Wehl eI 3. WHEN SPECIFIED ON THE PLAINS THE INVERT IS
TO BE SHAPED IN ACCORDANCE WITH STANDARD -
to collar IS-L THE COST OF FURNISHING "PLACING ALL
INCIDENTAL TO THE SHAPING IS TO BE
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONa1tHICALLY WITH RAMP
FLOOR OR 8Y USItdC PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
A
PERPENDICULAR
MATERIALS
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
4, IF RAMP FLOOR 15 PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL ISE CLASS A•4.
y
k l -
PP P p ry P I 1 4, IN THE EVENT THE INVERT OF THE IR,TFALL 5' MIN
stockpiles on site as well as borrow areas and loll intentional/ transported from the project site. S°/p -� - 9'/ Lug` J Stud Shear PIPE 15 IRE THE
THAN NV THE BOTTOM STRUCTURE OF 75. REOtAREO BARS I TO BE LO 5 X 8" PLACEO P CENTER TO CENTER ALONG - t2,9 MAK
p Y p l� i SHALCTURE THE INERT E THE MOTARTBOTH ETE V 1 RldJa iLooR.MO•pEPTH OF RM4P FLOOR. MINIMUM -^^
Exlshing Site Conditions 4., ,. eonresel4r® SHALL � �FIAPED WITH CEMENT MORTAR TO CONCR�7E COVER P/R" 1�=9�M Yy,. � '
12" 9°/R' PREVENT STANDING OR POD OF WATER •0
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent I - -"�'�" IN THE STRUCTURE, THE COST OF FURNISHING S. CURB A CUR$ AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 8 W
The lot has begun deVelO ement Under an approved Site I PLAN AND PLACING ALL MATERIALS INCIDENTAL. TO ARE INCLUDE IN PAYAMENT FOR CURB / CURB AND GUTTER.
vegetation shall not be considered established until a round cover is achieved that is uniform mature enou h to 9 p pp pan for Advanced . . INLET SHAPING IS TO BE INCLUDED IN THE BID TYPE B
g g / g (Grote Removed( PRICE FOR THE STRUCTURE, 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL CN
survive and will Inhibit erosion. Mortgage Services. All of the erorlsion and sediment controls and the detention BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER tv
SECTION B-8 9. STEPS ARE TO BE PROVIDED WHHEN H IS a••0" AN ACCESSIBLE ROUTE. WITHIN TH�F= RIGHT OF WAY OF A HIGHWAY FACILITY
OR GREATER. FOR DETAILS SEE STANDARD ST•1. CROSSES A CURB REGARDLESS WHETHER SIDEWALK 15 EXISTING PROPOSED J Q
pond have been installed, The majority of the utilities per that plan have also OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRISSSWALKS Z >
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures Intended to trap sediment shall been Installed, DIMENSIONS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST•Id PLACE. BE SHOWN ON PLANS E AS DIRECTED BY THE ENC1,IGHT POC SHOULD NOT 0 `
CAST IRON ONLY 7, 0 4 X 8'• SMOOTH DOWELS AT APPROXIMATELY HHYYDRANTS. DROP ATED IINNDLETS E C. SACCESSIOR OP LINES EROUTES PROVIDE AES6ONiIA10U3 70FrPAVEMCNT
+yam N E
be constructed as a first step /n any land -disturbing activity and shall be made functional before upstream land 12" C-C TO BE PLACED IN ALL AREAS ADJACENT UNOBSTRUCTED 5TABLE.FGRM AND SLIP RESISTANT PATH CONNECTOD ALL 0`� 2 ra
disturbance takes lace. f 4.•2„ D TO ABU77M CONCRETE TO PREVENT ACCESSIBLE EINENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED � 7-7=
d �
p Adfacent Parcels Hordwae Cum 2'•6" SETTLENENT. N LIEU OF DOWELS A 2"X4" AND USED 0Y PEOESSR,ANS, __ UNOTCH MAY Bf PROVE1TE SEE STArIDAAO Go3" Ofometer p. " T•DI•3,4 FOR ALTERNATE DESKXJ. B. RAMPS MAY OE pLACEp ON RADIAN OR TANCENTiAL SECTIONS PROVIDED THAT q•iHMJ 5. Stabilization measures shall be applied to earthen structures such as dams dikes and diversions immediately after FG, 6, 6. I� f I IRE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK ANO�/The a a t th th J h I Q. SeepNohte B 8. 3" DIAMETER WEEP E WITH 12"X12" PLASTIC THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 1S EDGE
installation, re o e sou s a Dec an�ca contractor shop/office, The area to the
..
• .
north /s presently a vacant lot but Is being developed and site plans are
it
°
�H
° D. corm
---4" depth Aggr.
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be merging.
z I,t
.if
12"
068,070 or C
a8 x 6" width
served by the trap or basin.
ivy
m�1
1211-H9"-18"
or 4"
Sods
a. The minimum storage capacity of a sedlment trap shall be 134 cubic yards per acre of drainage area and the trap
shall only control drainage areas less than three acres The soils es der / d 4rth USDA'
°
HARDWARE CLOTH' 4" MESH! OR GALVANIZED PERPENDICULAR TO THE CURB. AT XGXC • SAME A5 10P OF CURB
STEEL WIRE, MN PRE DIAMETER 0.03'
NUMBER 4 MESH HARDWARE CLOTH AWCWOIED 9, TYPICAL, CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADtICANNpt
TYPE C
FRtA.Y TO THE OUTSIDE OF THE STRUCTURE. THAFrsC,RcpERTTO SIAND� COG--13,COMMERCIAL EN R'A eE HEAVY TRUCK PARALLEL & PERPENDICULAR
8. CAST IN PLACE CONCRETE IS TO BE CLASS A3 TRUCK TRAFFICI FOR CONCRETE DEPTH,
a0� PSI),PRECAST CONCRETE IS TO BE 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MW9MUM WIDTH SHALL BE THE WROTH OF THIS S14ARED USE PATH
10. MIRY ALTERNATE A METHODS OF NGINEE
1.6" 2.4" TRUNCAIED IXNAE
MEETING THE APPROVAL OF THE ENGINEER C-C
typ erm ne Tom e s Solos Survey of Frederick County] UT
MAY 8E SUBSTITUTED FOR THE CAST ICON 0 0
LUGS AS SHOWN HEREON. O O 0 0 0 a 0 0 0 0 0
N , I_ 0 0 o a 0 0 o a 0 0a 00
VA shows CarbO-Oaklet rocky silt /Dams classified as #6C. This soil is SECTION A -A D.� { \ i + 0 0 0 0 0 a o a a a a a o 0 a ,
b.Surface runoff from disturbed areas that Is comprised of flow from drainage areas greater than or equal to three +"�- ^' 0 0 0 0 0 o a o 0 D 0 D 0 0
predominately ye/lowish brown silt /oams over bedrock and offers severe 4 N
acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic CONCRETE QUANTITIES FAR MIN. DEPTH /. 0.21, a 0 0 0 0 0 0 0 0 0 00 0 0 0 0
yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin erosion hazards, The topsoil has been removed and site is stabiized, III-- -.I11- SO/. • 65Y, Of DASE DIAMETER 0 o D o 0 0 0 a 0 0 0 0 o a o
during a twenty-five year storm of 24-hour duration. Runoff coeff/c/ents used /n runoff calculations shall correspond to ir' concrete pipe - 1.528 Cu. Yds. Concrete SECTION C-C SECTION D-D o 0 0 0 0 0 o a a a 000 0 0
15" concrete pipe - 1,42E Cu. Yds. Concrete
Erosion Control Program 18" concrete plpa 1.620 Cu. Yds. Concrete B" 14" o VARIABLE
a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 24° concrete pie - 1.817 Cu. Yds. Concrete BASE fAJ�TE t'__ AV LIU1IA, ---�
p GRATE DETAIL 1 PaY Lralrs
Add 0.469 Cu. Yda. per TRUNCATED DOME
additional loot of depth, APPROXIMATE WEIGHT DETAIL DETECTABLE WARNING
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to Erosion and .Sediment controls are in place. Maintain controls and stabilize Cat Iran DE TAIL
be eroding excessively within one year of permanent stabilization shall be pro vided with additional slope scat Jllzing upon reaching final grade. Grote 363 : 18 Its SPECFI� CA'514C/ C"' cH
measures until the problem is corrected, STANDARD DROP INLET Nun C G -12 DETECTABLE WARNING SURFACE SWEET ; DF d
utrtAEeCE
General Erosion and Sediment Control Notes (VESH Table 6-1) 12" - 24" PIPE; MAXIMUM DEPTH (H) = 10' 233 REV.,/0.5 GENERAL NO TES 105
8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or VIRGNIA OEPARTAENT OF TRANSPORTATION 302 zo3.os VIRGINIA DEPARTMENT OF TRANSPORTATION 502
90A,01
permanent channel, flume or slope drain structure, ES-1. Unless otherwise Indicated, all vegetative and structural erosion and
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, sediment control practices will be constructed and maintained according to
minimum standards and specifications of the _Virginia Erosion and Sediment
10. All storm sewer inlets that are made operable during construction shall be protected so that sedlment-laden water Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment $ ! as STREET APPROACH IdLSAX cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. Control Regulations. t> A-1 ROADWAY
(RAMS TO BE AS i j�+ C I `, L
SHOWN ON PLANS) jg
11,Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection ES-2. The plan approving authority must be notified one week prior to the -'- _ - - - `�' -r1RA1 ' (RS� 700 ��)
and any required temporary or permanent channel lining shall be installed In both the conveyance channel and pre -construction conference, one week prior to the commencement of land /B No FATTE ON
receiving channel, I'D. c 6disturbing activity, and one week prior to the final inspection. i �a 4y. 12. When work In a live watercourse is erformed I aAss A3
SOEWALK ap , precautions shall be taken to minimize encroachment, control OPTIONAL 6- CONCRETE
sediment transport and stabilize the work area to the greatest extent possible during construction, Nonerodib/e material ES-3, All erosion and sedlment control measures are to be placed prior to or asFLOW LIEshall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures If the first step in clearing. EXFANStON aT EXPANSION JOINT armored by nonerodible cover materials.
SECTION C-C
ES-4, A copy of the approved erosion and sediment control plan shall be N01EiSHOID'WN -ON TYPAL SECYON, A, d � Nalalrt ROA9WAV
13. When a live watercourse must be crossed by construction vehicles more than twice In any six-month period, a maintained on the site at all times.
temporary vehicular stream crossing constructed of nonerodib/e material shall be provided. PLAN VIEW
ES-5. Prior to commencing land disturbing activities In areas other than qpCONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
14. All applicable federal, state and local regulations pertaining to working In or crossing live watercourses shall be met. WHEN THE ENTRANCE RADiCANNOT ACCOMMODATE
Indicated on these plans (including, but limited to, off site borrow or waste � THE TURMJG REWIRE NTS OF ANTICIPATED HEAVY
areas), the contractor shall submit a supplementary erosion control plan to the TR1KK TRAFFIC THE o PTH FOR SIDEWALK Cu"
q'PARAI I.IO CURVE RAMPSYRUCII TRAFFI "IHE E III
O S OF THE RAOsSHWLD BE
15. The bed and banks of water course shall be stabilized Immediately after work in the watercourse is completed. EWE OF SHOIAER OR ® D INCREASED TO 7", OP7-R!
owner for review and approval by the plan approving authority. OPTIONAL FLOW LLINE® - D WHEN s1ro. cG•11 15 USED FOR EHITRNNCEs BUTT
16. Underground utility lines shall be Installed /n accordance with the following standards In addition to other applicable MAI$dYE ROWWAYr
- - - -- -- -- -- - -- - D CONJUNCTION TIE F VDOT PRO�cts. !'LEASE Nf li Ji' o
criteria: ES-6. The contractor Is responsible for Installation of any additional erosion aPE cf1 *)K MAs&� PAVEMENT SHN.L BE CONSTRUCTED
yM'1AN.fOR STREET®TO THE R/W LINE 1EXCEPT ANY SUBGRADE WContro/ measures necessary to prevent erosion and sedimentation as determined SuawATIo N REQUIRED FOR MAYAi66
NRAKE FOR CO PAVEMENT WHICH CAN BE OMITTED IN
a. No more than 500 linear feet of trench may be opened at one time, by the plan approving authority, ENTRANCE THE ENTRANCE,,
SECTION A - A F J11WAM MOW
® REAL CURB OR CO NATION CIS
b. Excavated material shall be placed on the uphill side of trenches. GUIDELINES FOR GRADE CHANGE D BEYOND GUTTER TR SHALL NOT CONSTRUCTED '� a c
ES-7. All disturbed areas are to drained to approved sediment control measures REPLACEMENT PURPOSES,LM
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or at all times during land disturbing activities and during site development until CO-3""EOR cc�i rrE `BTACE'�I THIS ►AINI
final stabilization Is achieved. ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARD IS TO ADJUSTED 10 MATCH THE
both, and discharged in a manner that does not adversely afleci fiowfng streams or off -site property. STANDARD CLINE Co1sf JUST TIDN.
►WGF1 (MONRE THAN 1500 VPD1 0 $ 3 $ SEE STNeDARO CG-R FOR CURB RAMP Ks*N
d. Material used for backfilling trenches shall be properly compacted /n order to minimize erosion and promote ES-8. During dewatering operations, water will be pumped Into an approved MEMIM 4500.1500 VPo) 53 $ 6 % TO BE USED WITH THIS STANDARD.
stabilization. filtering device. p p pp LOW (LESS THAN 500 VPD, 55 A N/ % ,)K PLANS ARE TO ASS tT4EHd CONSTRUCTgN � iDr Q� �r'e 1
g DRA LIHE
ACM
DRAINAGE THH�EEEENTTR EOV POSITIVE
e. Restabilization shall be accomplished in accordance with these regulations. «:'; `r R ro "P WATER.
P 9 ES-9. The contractor shall Inspect all erosion control measures periodically and �
f.Appllcab/e safety regulations shall be complied with,
after each runof -producing rainfall event. Any necessary repairs or cleanup to
maintain the effectiveness of the erosion control devices shall be made Eia1C*N METHOD �F TREATMENT-CONCAM*VM a
immediately.810
INTERSECTIONS
NN TION FOR STREET
17. Where construction vehicle access routes Intersect paved or public roads pro shall be made to minimize the y I CONNECTION Y. T/oT �
p p . P RE �LI
transport of sediment b vehicular tracking onto the paved surface. Where sediment Is transported onto a paved or AND COMMERCIAL ENTRANCES 2D3.Oa �iAN®/CAP PARKING SIGN DETAIL
P Y 9 P P Frederick County Note: �2 V*GIIA DEPARTMENT OF JR94PMIATHOIY
public road surface, the road surface shall be cleaned thoroughly at the end of each day, Sediment shall be removed R,WF m lL, �•,
from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be The Public Works and Engineering Department will retain the right to add to or Q 4C
allowed only after sediment is removed in this manner, This provision shall apply to individual development lots as well modify these erosion and sediment control measures during the construction C � Q
as to larger land -disturbing activities. process, within reason, to ensure adequate protection to the public and �- -� Q environment.
cc e
18.Ag temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or 3' MIN. 12:1 6- 12:1 3' MIN.
after the temporary measures are no longer needed, unless otherwise authorized by the local program authority, ei � �
Trapped sediment and the disturbed Sol/ areas resulting from the disposition of temporary measures shall be NOTES CC®8 CG-6 I,IJ
1, THIS ITEM MAY PRECAST OR CAST N PLACE,
permanently stabilized to prevent further erosion and sedimentation, 2. CONCRETE t0 SE CLASS A3 IF CAST IN PLACE,
4000 PS F PRECAST.
19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion 3. COMBINATION CUB A. GUTTER HAVING A RADIUS ® W
OF 300 FEET OR LESS GONG FACE OF CURB)SHALL
and damage due to increases /n volume, velocity and peak flow rate of stormwater runoff for the stated frequency BE PAID FOR AS RADIAL COWWATION CURB 4
GUTTER. L}
storm of 24-hour duration in accordance with the following standards and criteria: 4,FOR USE WITH STABL12CO OPEN-CRADED
DRAAAAIIIItt,,AGE LAYER THE BOTTOM OF THE CURBUi O THE SL SUBBAASSi COURSES ARALLEL �4
AND TO THE DEPTH OF THE PAVEMENT.0
5. " CURB MAY BE USED WHEN �Y
��� � Q Q 0 , d c LESS
SPEED
VE O 40 MPH OR LESS �e
�I a / � V NOFF A L �,J ON AS I HIGHWAYS ARID EE MPH OR
2" R LESS N DEVELOPED URBAN 6 SUBURBAN
DS AM
EXIS a Condlt/Ons � -q- EEXCEEOEO ST�ARDS'CG 77 is MOUINED.
D,
Existing site is undeveloped.
®"
The following is an analysis of the existing stormwater runoffrates. 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. 2, RAMP BUILT TO VDOT CO-12 STANDARDS,
r r T. D • . D • ® D • ° D • D J. WIHRE' SMIFING SHOULD BE 3" W7DEE,
Features Areas (Acres) C-Factor CA a P ; Q ; Q ; Q m + 4. HIC SIGNS TO BE SET 3' BEHIND SIDEWALK
Green Areas 2,00 ° 0.30 0.60 - _! p p p , ' p p DR MOUNTED TO BUILDING IF' POSSIBLE.
---- THE BOTTOM OF THE CURB AND
+^ GUTTER MAY BE CONSTRUCTED ® VT
PARALLEL TO THE SLOPE OF
6" 2..0" SUBBASE COURSES PROVIDED A
Rainfalllntensity IS MAATANED,
1-2yr = 5.30 in/hr THIS AREA MAY BE CON TE RACTOR N IMMDEPTH OF 7"
1-1 Oyr 6.80 /n/hAT THE �TIDId OF THE Cr v Z
Q
I-100yr = 9.30 in/hr Seal ae7�tUi�
2
Two -Year Storm - Q=C4I=(0,60)(5,30)=3.18 cfs 00
Ten -Year Storm - Q=G41=(0,60)(6.80)=4,08 Ifs F
100-Year Storm - Q=C4I=(0,60)(9,30)=5,58 Ifs j� o
provosed Condltlons ��Ex
Features Areas(Acres) 'C'-Fa= CA 0,24 BENJAMIN C.
SPECIFICATION o
REFERENCE y
BuJldings,Pavement 1.38 0.9 1.242 COMBINATION 6" CURB GUTTER MONTGOMERY
�1Oeo Ar�aslirees 0.3 .072
Total 1,62 Avg. CA= 0.812 So; No. 030342 cu
YIRGINIA DEPARTMENT OF TRANSPORTATION ~
Undetalned F tir'
Two -Year Storm - Q=C4I=(0.812)(5.30)=4.30 cfs (0,38) (,35) (5,30) = 0.71 cfs SSIONAL � DATE: JUKE 7, 2005
Ten -Year Storm - Q=C41=(0,812)(6.80)=4,08 cfs (0.38) (,35) (6,80) = 0.90 cfs
100-Year Storm - Q=CAI=(0, 812)(9,30)=5,58 cfs (0,38) (35) (9.30) =1.24 cfs
SCALE: 1'I = 30'
Allowable Discharge from 00 Facility
Two -Year Post 3.18 - 0,71 = 2.47 dfs THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 225-05
Ten -Year Post 4, 08 - 0, 9D = 3.18 cfs COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
100-Year Post 5.58 -1.24 = 4.34 cfs CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 4 OF 7
ADMINISTRATOR PRIOR TO CONSTRUCTION,
OOOODOOOOER
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NAME:
CERTIFICATION #:
EXP. DATE
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Seeding Schedule (per section 3.32 of VESH)
1�` m 'N } 1.)Topsoil will be spread at a minimum depth of 4"
2.)Pulverized agricultural limestone will be incorporated into
s "� / ,� -. •,• ....i., the soil at a rate of 92 lbs per 1000 square feet (2 tons per
r acre).
3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000
square feet (1000 lbs per acre).
4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and
SEE STORMWA TER ANAL YSIS N SHEET 3 33 % Red Clover.
5.)Straw mulch will be applied to all seeded areas at the
SEE E & S NARRA TI VE ^-, SHEET 3 rate of 3500 lbs per acre and anchored with cutback, or
emulsified asphalt applied at a rate of 200 gallons per acre.
RESPONSIBLE LAND DISTURBER
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
the plans,
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer
prior to commencing any site work.
3. The contractor will possess a Laud Disturbance Permit prior to any site work or construction.
Seal d Signature
PLTH OF �l
BENJAMIN C. �D
MONTGOMERY
No, 030342
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DATE: JUNE 7, 2005
SCALE: 1" = 30'
STORM SEWER PROFILE
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
ADMINISTRATOR PRIOR TO CONSTRUCTION.
FILE NO. 225-05
SHEET 5 OF 7
C 2-
Prune out an dead or
broken = Pff""
etc. � am
t" M&*h
Set top of root W
vqua/ to or 1 2"
oboes graft
emow contal"07 use
alp blade to make
ur 1/4 - I* cub the
t�th of bat! and cut o
4" X on bottom of
g koe+n compocbd
Ott.
CONTAINER GROWN SHRUB
Prime codomftflt
Prune rubbing or
a m b undfor -
Ramow tags and kbeb.._....
DO NOT purne terminal
. bwder or brunch dpt
Prune norrow crotch
angles & water apoub
�---- Phone broken bn7nCh@a
� Prune out ony dead fur or broken branches. away all boeYing reopee ins suckery
2 =3" mulch kept
/— Remow all tog � mo Rrw top of wiry basket from trunk
Sall weR to
contain water
;t
I 2-9" mNkh '•..•�i'; `53,►rr Wi1:.�
2-3" Sxm w' Set top of root "
0" to or 1-2 3''..ry..,, ) �. . " BackNll voA►
grade,
A+•+ i
. �•,.,
pa►tid/y baddilti
r Won and flnjeh
' . Rholes in wd/ ���
w»owr rope � burkp
from root ball
Arum for water
y. Remove conWtw and &0
.'' �:•''y +� cut drrbrng rootar if or ft owiid
0Vq contaire'er-grown, or be ln�etdhd)
w7dth of root baeY burkp as Leave e dwpw
loll ail — do not
1r f11k!—grnll'n � , t� t� depth
BALL & BURLAP SHRUB I ut hors 2-3 timew root bd/ wi th
SHRUB PLANTING DETAIL
(NOT TO SCALE)
LANDSCAPING SCHEDULE
Street & Canopy Trees
TREE PLANTING DETAIL
(NOT TO SCALE)
Symbol
Common Name
Botanical Name
Planting Size
Height or Caliper
Mature
Height
Fall Color
Quantity
RO
Red Oak
Quercus Rubra
3" Caliper
50'-75'
Brown
36
SO
Scarlet Oak
Quercus Coccinea
2.5" Caliper
75' +
Red
0
• WA
White Alder
Anus Rhomb/folia
2.5" Caliper
75' +
Yellow
0
Shrubbery & Groundcover
Symbol
Common Name
Botanical Name
Planting Size
Mature
Fall Color
Quantity
Height or Caliper
Height
LC
Leland Cyprus
Cupressus
3'
4'
Evergreen
29
CC
Cranberry
Cotoneaster Apiculatus
24" Tall
4'
Purple
0
Cotoneaster
M J
Mint Julep
Juniper
Juniperus Chinensis
24" Tall
6' - 10'
Evergreen
0
LANDSCAPING NOTES
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility
markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be
well branched. The planter shall guarantee all plants for one year.
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the
owner.
4, Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures
and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning
Department.
LANDSCAPING DATA
Interior Parking Lot Data
of
Large Canopy Trees I 1 per 10 Stalls 1 57110=6 1
LANDSCAPING TOTALS
Type of Vegetation
Total Required
Total Proposed
Large Canopy Trees
36
36
Shrubbery
0
0
Groundcover
0
0
" o
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PHASE z _..-
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OFFlCa _ — 75
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PROSPERITY
-'
r - DRIVE t
RTE. Ile%
Seeding Schedule (per section 3.32 of VESH)
1.)Topsoil will be spread at a minimum depth of 4".
2.)Pulverized agricultural limestone will be incorporated into
the soil at a rate of 92 lbs per 1000 square feet (2 tons per
acre).
3.)Fertilize with 10-10-10 at a rate of 23 /bs per 1000
square feet (1000 /bs per acre),
4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and
33 % Red Clover.
5.)Straw mulch will be applied to all seeded areas at the
rate of 3500 Ibs per acre and anchored with cutback, or
emulsiFred asphalt applied at a rate of 200 gallons per acre.
Seal, and((�ygnature
u BENJAMIN C. v
MONTGOMERY
No.030342 c
0,
ti
r
SSIONAL. ��G l�J ��
W
p
Lr�
DATE:
JUNE 7, 2005
SCALE:
1" = 30'
THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK
FILE NO.
225-05
COUNTY STANDARDS AND ORDINANCES, ANY DEVIATION OR
SHEET 6
OF 7
CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING
ADMINISTRATOR PRIOR TO CONSTRUCTION.
► � ~ IVi. a�
•.• ' •_" METER BOX and COVER -, O
backfill
backfill
note) WNIrate)
nimum• minimum
form board (typ D machine excavation limit
• lit
METER SIZE
METER BOX
METER BOX COVER
� trenc!widthgeneral
` as requiredgeneral
".(see
4•"B"die schedule 40 steel
•^r•'ipe filled wRh concrete
ri ,, ..� and painted yellow
(0OD
rn
5/8"x3/4" or 314"
18 in. Dia"
Non -Traffic
M32C-PW
Traffic
A32HH - T
1"
24 in. Dia-"�p
Non-TrafficMC-30
Frame WITH AML-1-T Lid
Traffic
MC-30 (Frame WITH RML-12-T To Lid
+^ ; • 7'
G` treated 2 x 4" w th jconc4rete
_ "*e•y.• zconcrete " • �124"select backfll 24' select back(il gate valve gate valveJtrench bottom and covertop 6" panted blue (see note) (see note & boxes & boxundisturbed earth stone bedding TYPICAL SECTION 24" 18" Iondie.JEE.WYEyOR PLUG concrete
P encasement 3' O.D. In lieu of wood forming the fitting may be wrapped with "denotes hand excavation concrete ad O.D. polyethylene, and the concrete poured to completely surround "D' = 12" min. for 10" and smaller pipe meter, by 1'-8"sq, x 8"deepN E
1/2O.D. thef ttngandagainst and sturbed so 1. The bear ng dimensions•p" = 18"min. for t2"thru 20" i 18"-21" against undisturbed soil shall remain as shown. p F. •S•A.•: 6U N
see chart below for A, B, C dimensions. 3" stone thrust block r, 0
6^ ICONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS •6" minimum
stone
stone
STANDARD CONCRETE ARCH
general backfill general backfill
(see note) see rate
Pipe
Dia
Plugs, Wyes &
Tees
11 1 W and 22 10
Bends
45- and 90°
Bends
—
A
B
C
A
B
C
A
B
C
6
t'-0"
0'-9
1' 0"
U-9'
1
0'-91
11-3"
0'-9"
1'-9"
E
1,-3.
0,-g"
1.-T
0'-g'
0'-g'
0'-g'
1'-6'
0'-g"
0-3"
10"
1'-8"
1
11-8"
1•-0"
I "
1'-9'
0 V
2-6"
10
1'-9"
11-0"
2-6
1'-3"
11-9
1•-8"
2-9
1'-0"
31-0"
Z-0
I
3'-C
V-3"
V-0"
1'-6•
2-6"
1'-0"
4'-0"
1
Z-3"
I ll
I 3'-8"
I 1'
1'-0
2'-0°
2'-9"
18"
2-6
Ill
3'-g
l'-6"
1'-3"
Z-0"
V-0"
V-3"
4'-9•
20"
Z-9"
1'-6
4'-0
1'-9"
V-6
2'-0"
V-3-
V-8"
5'-0"
Meter Size
Co ersetter
5/8" x 3/4"
A-C3635-01 w/ 7 9. Opening
3/4"
A-C3635-01 w/ 7 $' Opening
1"
A-95319-08 w/ 10 V4' Opening
��I�I����I!111111!I �Jscrew type
-adjustablewith SS i d
ta,�,4�,ltr
valve box stone to be minimum
(r above top of base
/1,l locator marker ist blol stone
(for valves 12" and larger) /Z
!'as I
{c
ME
10
" 1.8 3,7 1 1. Exact location of meter box assembly to be approved prior to Installation,���♦ \/\used for butterfly valves
'\ \ \ \'\ �y\'\ \ \ \' ,
BLOCKSmechanical joint
THRUST •. 12VERTICALcrossing street: swivel tee with
BEDDINGUP BENDS SHALL BE THE SAME 14' 0.5 1,7 3.9 7.6 a) Encase in 3' diameter SCH40 PVC or SDR21 pipe, The piping shall run from one foot beyond sidewalk, across the 6" branch
NOTE: To be compacted to 95% of ASTM D698 maximum density. street, to one foot beyond sidewalk p",
b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp.
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box mid terminate level with angle ball valva].
TRENCH & • •"X3/4-',3/4"&1' METER INSTALLATION
FIRE HYDRANT
Figure 1 5/8
Figure 2
FOOT •
OctRevised
Figure 6 1
PET r , K. CHE , , MEAT PANa
I/�
•' 35 spigot •• 35 spigot
by gasketed •- 21 gasketed 2 ACRES OR LESS OF DRAINAGE
bell 45'bend
bell adapter
(see note) 7V 1111111111161111. I t
PAVEIIIIIII
.. • -
'A' minimi- ha &Ri5fft5
top of the
S DR a5 8`x4` pipe and fittings finished grade GFAW
SCH40J
(DOWNSTREW VIM)
(see note) solvent
weld cap square concrete skid
__
�C r .• pad
1• • •l. 1 II
propertyill
• :s •.t •:• 1 �s :•
line •
SEWER M-T Fig - with, lid
•• "• • "
xx•
bricklocation marker W min.��
cover- 5, : e 4 •
�� •a C. g: 1
Jul
I,r r i
y�•
2-10 ACRES OF DRAINAGE AREA:
.. .. sanitary
_
stone gasketed be
..
sewer main W=1
y I 1 To SEM"M
OF 1111111101143111•
treated 2x 4" with
top 6"painted green 1111K
'1••aa�a,a •t•'I�1►�� •�� • •
4' pipe at .••,61 stone bedding
minimum grade ��'�• his.+���♦ �•.� a �� :� ;
+• �t•^,1,•�,�1,1,,�1^,1^,J�1^,�^, �1^, �1,1,�^,I,,�I, i.. I�II .., ,,,,,,,+ ��•;�`��•►�,•;�r4,•�`' / I. / I
I .
NOTE: ?:::: • /D
• • •
l •
the pro.:line.Note: If top of main Is 2. If top of sewer main is greeder than 16, then
wye and bend to be heavy wall SDR35. MTO mom, W, (DOWNSTREW VW) & COMFACTFD TO 95X DENSITY
greater than 16 It deep
SECTION A -A
.'-
use heavy wall SDR 36
lidconcrete cradle if top V= #1/ I
lof main is greater
than 16 deep
CI AGGROUR
30
FLOW
} } Revised
`.��•• a•�
GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT 8 1F MW PSI CWff T W1 NUVM
• ^ i i •tt
-.7,.• /'.«ill «. am
I «'��••,
/ COMPACMD 70
l': :.r0111111 .0.4C.. Iia.a SOURCE: 1 1
PIPE OUTLET CONDITIONSilk OF SM-24
TYPrA DI
OF BM-2
•'n- TEMPORARY DIVERSION ,IMS
3do (UK.) 8' OF 21-8 COMPACTED TO
♦fir a• + ~�i� . •95X "fly
—,,''..L THE DISTANCE SUCH THAT POINTS
'���' ��''� •�� •ram ••► • ti .. / ... _ . Soil1 B ARE • ' EQUAL ELEVATIONI OF ORG4NICSres
,
v
PIM
i
_
`'� ` IIIIIIIIIII = �= - I =1 - - ��
SEMON
.,
•
t
yam (am •. 1 ',,.•1' 1 I.. 11..„ 1:_ •1:• F •':.I i.. •� � , I�• '1 �
1 •: 1. AMW I it t III IN BMW,tl.',1V,1 ;.I' !.
1 DATE: JUNE 7, 2005
IL
SUBGa •''t 1 1.1 '/l ;•11 NI bl
,1 • I'
1 . 1 t /
'•1 IrZ COMPACTED
Source: Va. DSWC Plate 3.18-1
/a•
surroundTn-g-Fo—x- _ _ •�y��y1 y�� 1). y�y I Z•1YTTill�i►.�1.
/..IN7LM \•.'./ /./. '�Ma �iir!'1. rr• 1 t
4'stone
k1l.,directlon of setting to be approved prior to Installation
screw type
adjustable valve box
j .��•
locationI" CTS polyethylene tubing - i hl as re ull sq. x Ordeep
/
(PET) 200 psi with SS inserts h
saddle witl
at ell connections 40 rstone
/'
24- select backfill YA 11111
stone ul \.4= emb ded in concrete thrust blocks.
r6 '941-L,
rk�•C.i 1/2 • • �I i`�
12'& LESS
'��♦ r
concrete i� \ 1.:. .. n
Ala cs� 6h I/L I��r�•�
..AL 1.3
COPPERSETTER
COMPONENTS
meter
service line
copper
Inlet.
Outlet -
size
connection bar
tubing size
Angie Ball Valor
Angle Check Valve
5J8 x3J4"
18
D•01 412
w// 14-44
1X,0 D.
BA13-332WSN
HHCA31-323-TVSN
w/ SS Insert
w1 CSB 43
w/ CS B 43
3/4°
18"
lC1 -44
IX-O.D.w
BA13-332WSN
HHCA31-323-TV-S
w/ SS InseC1I
Insert
w/CSB-43
w/CSB-43
1"
18"
C1 W/
w/ C14 -44 44
1 }g"O.D,
BA31-444 W
HHCA31-444-TV
w/ SS Insert
w/ CSB-44