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HomeMy WebLinkAbout07-05 Sherando Towne Center - Hardware Store - Opequon - Backfile (2)CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be In accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health Frederick CountySanitation Authority and the contract documents. such may exist that are not shown. d to locate existing subsurface utilities however, 2. The engineer has attempted P 9 Y A damage shall be the damage to an utilities. n h contractor shall exercise care in this work so as to avoid da The con a t contractor's responsibility. The contractor shall notify all utility companies 12yhours prior to construction. Call "Miss Utility" 1-800-552-7001, 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION I' I, I I , I: .. I I I it II i, I� ,III�I i I ,I I I. I: I I I I. .I �1 t I�IIUu�„, I' I ,Il;lllllli�h� I I i I ! i , ( I I I II' I I 11 I L 4 dip ' I ,I .I I � Itpi II mull illlll I ln„ �dlll' . I I�IP, I ��.,nal;�l, 1. I�IIIIi` ' �Iry,IIIIL. I i ! I I: I I I I I I I� LN sI I i I , I t LIIIIII I�IIIII iI� i I 1 I I n ! (lpequon Magister�i��1 District Virginia (A)� 1021 Zoned: B-2 Proposed Use,-- Commercial V1. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or density as determined by AASHTO T-99 Method A, within plus or minus 2% of local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the and Regulations, the most stringent shall govern direction of VDOT, density tests shall be performed by a qualified independent V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VDOT. shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of V16. The installation of any entrances and mailboxes within any dedicated street right - the VDOT Road and Bridge Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of the developer. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including V17. Prior to VDOT acceptance of any streets, all required street signage and/or traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility pavement markings shall be installed by the developer or, at VDOT's discretion, companies. It is the sole responsibility of the developer to locate and identify utility facilities or by VDOT on on account receivable basis following the Manual On Uniform items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured, land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for copies of test reports shall be submitted to VDOT daily, unless specified. any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. A.sphelt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specified in Section 315 and VTM-76. A certified adjacent public roadway via a construction entrance that is constructed and maintained in compaction technician shall perform these tests. Certified copies of test reports accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. shall be submitted to VDOT daily, unless specified otherwise. A VDOT Furthermore, access to other properties affected by this project shall be maintained through representative shall be notified and given the opportunity to be present during the construction. The Developer shall have, within the limits of the project, an employee certified by construction and testing of the control strip. the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at findings of foundation exploration to the engineer and VDOT for approval prior the end of construction. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at be determined by the engineer and approved by VDOT. conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, letter. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these in that vicinity until an adequate design can be determined by the engineer and plans and/or as specified by VDOT. approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. final approval of the by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given by VDOT after grading is mostly complete. required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that 'testing shall be performed in accordance with all applicable VDOT standards and procedures. vicinity Map Scale 1 "= 1000' January i 2005 i associates Engineers - Surveyors - Land Planners - Water Quality a division of Patton Harris Rust & Associates, pc 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 Owner/Developer: Sherando Towne Centre, LLC P.O. Box 2715 Winchester, Virginia 22604 (540) 667-2120 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hlllandale Lane Winchester, Virginia 22602 (540) 665 3156 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesefske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman PST H RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. e Ilk i © GRADING EROSION CONTROL r .. w EROS�� k:;ONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Lot,&mctor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the! erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, ste.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. gRgeD A. MISLOWSKY, 1. 2 CJ NO. 020674 , Approved by Frederick County Zoning Administrator Site Plan Approval Valid for ears From Date Shown Hence Projwect Number: She- -et Number 1� Of 5 FOR PARKING LOT AND WATER LINE PLANS ``` � SEE: SHERANDO TOWNE CENTRE PLANS / /��/� �� / W � � � ��% � � PROJECT SUMMARY 4 I :�3 4 DATED: NOVEM ER 9, 2004 ! j TAX IDENTIFICATION NUMBER PART OF 86-((A))-102A Ac. { I ( I { 1 I ({, ,, -�- ! � i I ! j � I I � ` ;I 11 � � J / � � EXISTING PARCEL AREA 1.9 ACRES L0T' 5 / i t-- A i /f'� r4, 1 �A � O FI I! . M 8 �oAA 0 { DEVELOPED PARCEL AREA 1.9 ACRES ZONING B2 k ��.. ; - - V _ - - 1- fin,. PIKE ` I � .-f�---i-/•� Q-� n {-t-�--�"I I �t-V- I _,. �------- --�-T*----( �1� �. , I I_.- ,, !�11� �. 'r/ j ADDRESS FAIRFAX -f t_ �J _ Till I, I I , �14 I -�.. -r i- - _ l-- - t / f��t l 4 SP% JI {1 - I -- -- - _I _ _ j�` - I -_- -C _ I I _ _. = - j + � �^ PROPOSE DRAINAGE tSM� ' � �l / ry I _ 3 ; CURRENT USE VACANT ;.�;. - =- --- � TORE T�Lr6 .. _ I - - r = k- ___ I I III - 3 I ' -- - I !_ --E -- { -) �; \4/% ` p PROPOSED USE HARDWARE S I � 71 6� � � �%� ,",f% ..._._._�.. �-__� , �� -- II--z------!- �-_---�- � l 1 { } j � 4 I ! � / \�e � '� DISTURBED AREA 2.1 ACRES ,120 ;INAT ! I �� t I y j �� �_ - - - - REQUIRED PROVIDED SETBACKS / FRONT (US Route 277) 50' 81' !EAS�MENT , Z O N E - B 2 `- - - - - - - -- `' SIDE 0 61'+ REAR 0 50'+ -" 8V✓ SW " PVC SDR21 WATER MAIN 20' WATER EASEMENT - - -4'�. PARKING 5' 10' /81✓ SW 8W 711,14T-, ____ �._�� i i ;-{ + j { , \,�� -� �"`�� -��,1) BUILDING HEIGHT 35' (MAX.) 24'(+/-) ' UI I 18 /6' i I tl 3a.a GROUND FLOOR AREA 22,800 SQ.FT. ►\`4` �, CES \� �� { ao ;i ;C 6" f?VC SDR 2'1 WL it 4 G-6? ! `� �' C23 O NUMBER OF STORIES t) ( { S _ .._ { j ( ( ! ! i ; „ t; FAR ALLOWED 11( ....... ............. { I ! 1 19 P aC S w_ �- I- -=� T I i 20' WA ESM'T C23A i/' ! 2 PROVIDED - _ N` __. co ��'1, 22 FAR PRO Q 28 / MINIMUM LANDSCAPED AREA 0.29 AC. (15%) Of l 3 38 REMOVE TEMP. WHEEL �, o 4A 2 O �2 / 3A STOPS AND REPLACE (� I a c o LANDSCAPED AREA PROVIDED 0.54 AC. (28.4%) a rI�F 13.0' WITH CG-6 REMOVE EX CAP 53.0' V PARKING REQUIRE PROVIDED 114.0' j / /� STANDARD SPACES (1/400) 57 63 1-6" TEE iv % HANDICAP SPACES 3 3 / ' v LOADING SPACES 3 3 1-6" PLUG 1-6" 90' ELBOW ' v i' 3 ncQ O 1-FH ASSEMBLY cv �� j QO �i rV TOTAL SPACES PROVIDED 0 66 SET 3' MIN BEHIND m J PARKING LANDSCAPING CURB 48.0' /� PAVEMENT AREA 36,590 S.F. PAVEMENT TREES REQUIRED 18.3 ® 1/200Q SO. F7. jr Z� PAVEMENT TREES PROVIDED 19 + % /� Z INTERIOR TREES REQUIRED 6.9 (01/10 SP.) x' INTERIOR TREES PROVIDED 7 /V 20. TOTAL TREES REQUIRED 25.2 EX. 20 FT. UTILITY ESMT. TOTAL TREES PROVIDED 26 LOT 2 83,921 SF EX SEWER MANHOLE RIM=748.79 ADJ. RIM TO PROP FINISED GRADE (748.0 EST.) ' INV. IN=736.36 / INV. OUT=736.21 Y 4" SEW LAT. (TAP BY FCSA) i 1" WATER METER i 2" WATER SERVICE 1-6" TAPPING SLEEVE & VALVE BY FCSA 6" FIRE LINE ( Z 20' WATER ESM7 i 31.0' f '.� cr) .� 3 FDC / �' ' c� /r � 5 SIDEWALK � ,. ' 4 � , % ,,� 3 .0' � 00 CC-E`? ES 6R / 20' WATM7 o 7-1 � 13 SPA ES 6 9,0' 71 TYP �' ' FIRE LANE Q < � �o 50' B.R.L.10i ��'s � o ;� 0 A 10 50Y O.R.L. DRAINAGE --_ ..__�� G, - 1-6 TAPPING ni / SLEEVE &VALVE z; CQ EASEMENT _____ - � _ ;' SIGN EASEMENT N / / BY FCSA 2 1 yr2 -- _ 1• � i 1-FH ASSEMBLY z __f .SPA ES_. ^6 9.a' S 3' MIN BEHIND a Q STOP SIGN -AND .BAR --__ 1 40. C -6R C41 N rn' U CURB �, 1 D _ 6" PVC S � Js- °8° b 1 21 W/L EX. R/w - x. R Vy SIDEWALK - j u _ _ j RIM=746.97 INV. IN=738.47 :-. - =--------------_____ .x��-�--�_��_,��-R-_�_ -•-�-- --- -- - - - ------ INV. OU T= 73 . 38 20 SANI _ -_-. -- - D.B. 791, tK PG. 822 -- _ -- _ -- FAIR FAX PIKE - �. �_ - ,rr I Y � ROUTE 277 -- )Cr: �, -- -- -_ -- -_ _ - - 4-5 PRIVATE MPH r=- _ EX PRi� � - - FOR _RTE-277 _R IMPROVEMEN - - - -- - SEE: SHERANDO TOWNE CENTRE PLANS R/W VARIES DATED: NOVEMBER 9, 2004-- 454 FT. TO WARRIOR DRIVE - EXIST. SAN. SEWER MH INV. 1N=742.14(0) 7 INV. IN= 742.04(b) INV OUT=74200 TM 86-A-117A TM 86-A-106 ,;,AAOfi6/CS04LE GREGORY A. BUTCHER GREGORY A. BUTCHER TM 86-A-107 .30 15 0 ,30 60 INST. #030019055 INST. #030019055 STEVEN ALLEN STICKLEY ZONED: RA ZONED: RA f r D.B. 532 PG. 482 USE: RESIDENTIAL USE: RESIDENTIAL ZONED: RA IN FEET USE: RESIDENTIAL t inch = .30 ft. Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 23 740.96 740.00 14 24 7.03 CPP 23A 742.70 741.16 154 24 1.00 CPP 23B 743.09 742.80 29 18 1.00 CPP 23C 744.11 743.19 91 15 1.00 CPP 23D 745.18 744.21 107 15 0.92 CPP 40 744.97 744.89 18 24 0.44 CPP 41 745.65 745.07 131 24 0.44 CPP 42 746.00 745.75 57 18 0.44 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. Storm inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type Throat 23 741.16 740.96 745.35 DI-1 - 23A 742.80 742.70 748.38 MH - 23B 743.19 743.09 748.25 DI-1 - 23C 744.21 744.11 748.25 DI-1 -- 23D - 745.18 748.25 DIA - 40 745.07 744.97 750.00 DI-1 - 41 745.75 745.65 747.86 DI-313 8 42 -- 746.00 748.90 STAND PIPE -- 56 4" CONCRETE 20 STONE MPOSED Sff-91 SBCITON N.T.S. 1.5" SM12.5A 3" BM25.0 - 8" VDOT 21 B i- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale I)' f•.un CA 1B :OMPACTED SUBGRADE _STANDARD PAVEMENT SECTION Not to Scale NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3, ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, USE GROUP M (MERCANTILE) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12. ALL REQUIRED MAIN EGRESS DOORS SHALL COMPLY WITH ACCESSIBILITY UNDER CHAPTER 11 OF THE IBC AND CABO A117.1-98. THE DOOR LOCATIONS ARE NOT INDICATED ON THE PLAN AT THIS TIME. 13. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1169 T.P.D. USE CODE: 816 FF1E LANF8 Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements ore satisfied. LEGEND PROPOSED CURB & GUTTER - - PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) --------------- PROPOSED HEAVY DUTY PAVED AREA(8' 2113/3' BM-25.0/1.5' SM-12.5A)- - PROPOSED CONCRETE AREA ---------------------------------------- L PROPOSED GRASS AREA ---------------------------------------- PROPOSED EASEMENT AREA ---------------------------------------- - - ZONING BOUNDARY ----------------------------------------------- Z8 UTILITY PEDESTALS ----------------------------------------------- 0 EXISTING STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAIN ------------------------------------------- t:�l EXISTING WATER MAIN -----------•--------------------------------- PROPOSED FIRE HYDRANT ------------------------------------------- PROPOSED GATE VALVE & BOX -------------------------------------- ---N -�` EXISTING SAN. SEWER AND MANHOLE ------------------------------ PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ -- iUGT I PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ --ATE PROPOSED GAS SERVICE --------- Cz see •� , -f.. .o+f • • rn� O M 0) N N N O (TjvY Uj O cep Zoo ( U .c co co 00 C� vT C/) v tf) Cd o ai o •� z U L L L 0 rn w Cd � b � o (0co I *„ 00 rrl V 0 � m • > a, o0 4 N 0 N ,n o T I 0 U UN N FA U>0 ' °co o co U 1D n �. •� o o Ln Z„ w 0 W Z 00 0 a: O Q U w o Z UJ0 Z IX 0 nd in Or W W W Z a O o W L w C) o O i rn WW t- O Lo a o N tt'1 0 V) w 00 00 O I LL_ w l__ w 6L w O 0 U �-- 0 U >- Z O > F Q w Q N I-- w c) w c) w F.. (-cr- (n Q C () rn _ (Mn Lij Lij V) o �z M 0 cwn o LLJ V) > O QU Of w tr C4 to w z 3: Q � w� � c) ' `Jwi _ O l z� M N C" _ Z 0 o 0 L_ W_ -13 Q C t4-) E--- � cn Q Z T5 tY. I V N Ll u. h .a� I i i . I , . i . } iily �l �` r .,.. k v 4940 42 - 0.5 _.. - . 4 CIP 2 _ 4945 I - $ I 74 .75 ' y 75 25 ... -.. ... _. C41 ram' �4 - � R1 I + a, , 4o& 74$ 95 41 _%48 t EK r, r, SF S� SF S_ , , .�t , ,:3 , u t -ti -.>, R e xt� s Y T a� v ss I a I . �Z ar " s _ �RFCD I 4 4, �psir ti _,_._.. _..____--_. � - - I fit, lt GRAPH/(SCALE 30 15 0 30 60 1N FEET 1 inch = 30 ft. EXISTING STORM DRAINAGE & STRUCTURE -- — PROPOSED STORM DRAINAGE & STRUCTURE - PROPOSED CURB- & GUTTER - - - - - - - - -- DRAINAG€ I•LOW................. EXISTING- -GRADE - - - - - - - - - - - - - - -• PROPOSED GRADE .............. PROPOSED EASEMENT AREA......... . PROPOSED -SILT -FENCE... • . • ..... -- INLET PROTECTION • • - - - - - - - - - • ' Ip IP LIMITS OF DISTURBANCE ........ „N €v; LO D DRAINAGE- DIVIDE ............ ... wwwwwommmomm■ TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC 4.5' min. Compacted Soil PLATE 3.09-1 STONE CONSTRUCTION ENTRANCE 70' MIN. A J FILTER CLOTH'' 6" MIN.I AI / SIDE ELEVATION GROUND 70' MIN. B WASHRACK I f- REQUIRED 12' MIN. Z— VDOT #1 ( I •� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT • _ TRAPPING DEVICE MUST ND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW REINF(�R,,cu wrv�Rc i c SECTION A —A SECTION B—B 10, EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) T 10' MIN, EXISTING PAVEMENT 10' MIN. BRAIN JYALL SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL � � I � CULVERT of �I I I I o TOE OF FILL 0 0 ROCK CHECK DAM REQ'D o o DISTANCE IS 6• MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW REQUIRED STONE COMBINATION 1.0' 1.5• FLOW ;VDOT 13, 1357, 15, 156 OR 157 .� TO REPLACE SILT FENCE IN " HORSESHOE '" WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC BLOCK AND GRAVEL DROP INLET CONCRETESEDIMENT FIL TER WIRE SCREEN • Aij��j' r r O rj•��b --------------- GRAVEL FILTER WIRE SCREEN I�.►,;�►��1n. - 1� tom: 1 ITT �� J�I�►�ij'tj�j,�����•����~�r•��,�i���t r1 ►r�,�,+,s �����j ►~rani+ ��� �f���;:. FILTERED WATER OVERFLOW RUNOFF WATER WITH. •�!ri r ■ DROP INLET SPECIFICWITH GATE • HEAVYTHIS METHOD OF HTLET PROTECTION IS APPLICABLE WHERE • EXPECTED AND WHERE AN OVERFLOW CAPACITY• PREVENT EXCESSIVE •• 11 AROUND THE GRAVEL SHALL BE 1• OR #5 COARSE SOURCE: VA. DS WC SOURCE: VA. DSWC PLATE. 3.20-1 I RIPRAP PLATE. 3.08-1 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET CONCRETEWIRE SCREEN GRAVEL FILTER RUNOFF OVERFLOW WATER WITH �i — FILTERED WATER SEDIMENT F SEDIMENT WIRE SCREEN 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Alter Barriers for Sediment Control, PLATF, 3.05-1 Sherwood &'pant PLATE 3.07-8 r i • • • ' O,—Q)� CDp M O N(CVNO +� 0 N I I ~ I- L0 -E A` Ri a, a'_� a�.—OO > co ;-4U) 0 co .Z U o m z Q � 00 LL O a I EO U) w cn In � 4•t x I _ G tI� to 0 r- V 0 .� o � � m - � on 4-4 a- N 0 N o f O }Li I O U'o)N N 00 L r) 00 t AA ll DO CO N O^ � N Y 10 POOWJ p It Q) z I W O Q � x — L LL I ks O 0 Z Z Q 00 Z O •f� W 0 w Ll W J t— F— wn Z 0 0 NU Z5 _ 0 ri M _ C3 U w F- Zw Z0 0 a W W W Z CL O o U LLJ 0 tJ� V o O IY n W Q 0 z O V LO O N w w O M In �� t !.1 < > Q wII s-- LL O z > Q LLI --� w J I— LI OQ (1 0 C) _ (n C�L) W 0 00 M v U Of O N z o w CID L-L-Ii N z LL 0 1C1 z U LL- , SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES @ 1'-6° O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1° TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES, LIGHT POLE JGHT POLE BASE KITH COVER PLATE VONSHRINK LOAD 3EARING GROUT ANCHOR BOLTS FURNISHED 3'-0" WITH LIGHT POLE. BOLT SIZE FACE OF —A PROJECTION AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S l I�l� RECOMMENDATION. 8' GALVANIZED GROUND -d I = 1'-8" 0 CONCRETE BASE ROD. BOND TO POLE. I� I I l, l P.V.C. CONDUIT AT 2'-6° 13 STEEL REINFORCEMENT Ej I I F I (_ BELOW GRADE TO PANEL TIES ®1'-s° O.C. l = I + LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' 14 STEEL REINFORCEMENT `� l " . = ElI� NOTE: BARS l ALL UNDERGROUND WIRING � LITHONIA KAD 40OW MH 3—FIXTURE MOUNTING HEIGHT-20' TI_.. .} .. 11 TO BE IN NON-METAWC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL 4GRMOW/CACWh 3CJ 15 0 30 60 (INFEETJ 1 inch = 30 ft. ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. CY 0 LL1 z. Q ci M CIO � C �- _ �1 z t� Prune codominant leaders DO NOT prune terminal •y J leader or branch tips Prune rubbing or — /� cross branches a j V Prune narrow crotch angles DO NOT stake or wrap and water spouts trunk unless necessary Prune broken branches Remove all tags and labels �— Prune suckers Cut away all balling ropes 2"-3" mulch kept away from trunk Remove top of wire basket Soil well to contain water UNAMENDED backfill soil Widen and score hole wall = - _Q4. Partially backfill, water to settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale ALL PLANTINGS SHALL CONFORM WITH 165-36C OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per ac. 12 lb. Annual Rye per oc. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ic. Permanent seeding will =ur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per oc 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY wACER RUBRUM RED MAPLE 2" CAL ® 6" HIGH AS SHOWN 13 AMN QUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 13 ILEX CRENATA 'HETZII" HETZ HOLLY 3 GAL. CONTAINER 3' ON CENTER ¢,3 LANDSCAPE SCREEN PLANTING SCHEDULE EASTERN RED CEDAR OR _ LEYIAND CYRESS RED MAPLE OR LITILE LEAF LINDEN (2.0" 04L✓PER) LENGTH OF SCREEN 327 FT TREES REQUIRED, 3/10 FT= 998 1/3 DECIDUOUS = 32 2/3 EVERGREEN = 66 PROVIDE N LEYUWD CYPRESS 33 EASTERN RED CEDER 16 RED MAPLE 2.0' CALIPER 16 LITTLE LEAF UNDEN 2.0' CALIPER LANDSCAPE SCREEN REQUIRED CATEGORY »Bn ZONING BUFFER WITH LANDSCAPE SCREENING 40' 1 10' 10' 10' 10' 2', 3' 1 3' 1 2' 3' 1 2', 2' 1 3' 2'r 3' i 3' r 2' 3' 12' i 2' 1 3' qW 0 G 0r--- 6' OPAQUE FENCE REOU/RED AS SHOWN ON PLAN Q 0 Z O i= d U U) w 0 �rnn QOM0) ✓� N N N O r- Ln a�(0 Al .0 (0 (D 0)0 0 • PM1 N > �, — 0� 0 V a .� ) w � m b � 0 0 x � I • ~ O rJ) Q o m a 0 o0 • > aN 3 Q 0 N LO 0 — O }i I O rn 00 rNi I W>� Go Q] v�Lo t~ •� o � •b,O i i:wLn Ci °' z bIRJ W oW �� 0 Z Z Q Z 0. 0 < Z U _ V 00 Z44 -' J LLJ.5 J f— W Z oa 5Z F. 05 O w Q 0 U Z Lj Q cC o WZ W of F— U W 0 O O w Z N O V)III o E>j Q �- > Z d. W W W J Lli Q U = U) 0 V) V) z U z 0 W Y O w < _ 0 o_j .O <N U M o N o co z M -1 N V— OFT d-3R3B.3C opine d1 yj SECTION CAST ReOH-�}.--'/: sEcrKN sTEE), NOTES w 755 S i Epp pE � C�py6EDT 1 _....___. ..,_..._......___...,..,.__.__......___.... _.._._... E)?A18IDM JOM J-10• FRAM LACOY R d1.ET B,YR( O< SOEMUTA( dONF ' S �• pttT I. DEPTN OF EtET (W TO ff 910WM ON PLANS. 1 Wog lea TD'-1" loop FOR DEPTH GREATER THAN ro• 115E STANDARD N If + I B/R5 4• Y tallith c010r T'y/" d•1A V U . A . a @ @ 2. THE •Tr DIMENSION SHOWN ON THE STANDARDS QCJ O C A m0 SPECIFIED ON THE PLAINS WILL SE O> { "" A NVERT OF THE OUTFALL / 1 ' , ' s - ••- C Lani CAST CALV. PPRE� HE TOP OF TIE STRICTURE. '•t` tt'.. i -- _ - ' NON STEEL PLAN '*r DIMENSIONS ARE APPROXIMATE OILY '� .V._: _ _._ .... .__. _. __..._._ -.�... ..... ...... .... .... ..-..,,........ _... ,t • SEE TOTE n ^ 1., .eldsd FOR ES71MAYM PURPOSES NO THE ACTUAL U a- t 60 ± DMET190N5 SHALL RE OErE78IH6:0 fiY THE Q Z Z II i ti.1, n OpOmlal 3 y. ' 43.6 AH•. CONTRACTOR FROM FRO CONDITIONS. + LU + ...: • B,oes Rp4 n✓ufd'Ws WCM d, WHEN SPEMED ON THE PLANS THE INVERT S O O N � :- _ ____ C0-0 IorI T11UE 91APE0 N ACCORDANCE WIN STANDARD ( W � � O • Srt to Cdly IS-1. THE COST OF FLIII$RNG 90 PLACING ALL t'�•- ��- CO Z J II '• A ; F UMR A RATE tS MATERIALS INCIDENTAL TO 1 E SHAPING is TO BE (r) 1 lO tF) I� W n- U .-I ' R CaSt iron deanOU[ Cap with brass ♦ ; 0 FACE OF a/R8 Fr-� 3 INCL10Eo N THE BO PRICE FOR THE sTRt1CT(FE. _ plug must be 8' from the top of the 0O^p/ CRAM CONTROL JOINT 750 ...._. o "� "? O 750 ... _ . . _ .. ... PROP ..GRADE. _ __,..._. screw type adjustable box r-0" SECTION A -A - /s " f/)� ly.^ sbx�� 4. N nE EVDTI THE INVERT of THE OUTFNl 1� .. sYi e L -1 PIPE E VENT HE ER 80TTOY O THE OOm4C1al STRLITt1iE THE INVERT OF ONE STRICTURE NOt�� PLAN 4'- - ,-_ VA_ PRE E 8E SHAPED WOR CEMENTONOM OFMONTI&MAY To shed grade �„ A tnVAX. /-INEYFD OOeeST.JONT IL�L':�l_I_ _1 IN THE 5T/WN0 OR COST OF RATER v)v)Lk? L-vw�,eLF - Yul za ourA'T° PLAN N TIE STRUCTURE. 11E COST Of flF7A69NRHG MID PLACING ALL WITFROALS INCIDENTAL TO •/, 1,��.b .J': v �� •\</' "n,y, C T Y . PRIG SHARING 6 TO DE INCLUDED N THE d0 I I square concrete sk d pad z� . g A APPROACH IO ore a•"q_IH MET FOR SHAPING STRUCTURE.OBEICEXISTING DIA 241n.CPP 20k 20k 6' deep I I t' t( (UTTER _ C41I L = _._ . lfN 131 .._ . SLOPE 0.44% (42 .p� ' SECTION B-B 5'ORPGnEt(AtETERTOFBE DEPitOTMT�S °E�s",w"DAKAG`sr-L GRADE _ cast iron deanart cap with brass r -�_ -�.__ N - NON ONILY LEN 57 + COLLAR DETAIL i THIS lips YAY BE PRECAST OR CAST N-PLACE. ROP -- 4 QQQ VALCO, 4HC plug (Having a countersunk square ; - g !• CAST 7. 14 X 8' SMOOTH DOWUS AT APPRO)WATELY RARE �"' Fig. No. 71BOB head Panelia Model PA4SV-CSK (4� ----- - "• W aAa F E IRO B D TO C•C TO 8E CONCRETE N DILL AREAS ADJACENT with lid marked --IONS eRss E �.- 13• tIAEtER FRONT ELEVATION Y BAITS 8. ' r Had_ aNh FF.. r•6" SETTLEIENT, N LIEU O' DOWELS A 2^x4• j _ _. ..- . _ _____._.. __4 - __._.._._.___ _, ___._,._. _. _ .}._._..__ .. SLOPE 0.44X 0�0 SERVER' ; VEEP HOLE (GUTTER NLEVAT ►/- eAaS F 2•"T' 1 -.`,N. a. NOO�MA O PaDALE� DTE PROVIDED. SEE A�A� 745 , 745 C40 I S 1 %1N ". _; _.._......_ ._ _.._ _ SECTION B-8 -e • S•• Hot• a hlh-�-* .III 11 3- O SEtM WEEP FIOtE WITH YY xt7 PLASTIC IXS G GRADE bottom section SDR21-cleanout .•..-. _ !- G, noM ST" Eli.'i CLOTH ",� IxAOR rCX o'"MU i LEN 16 , Q1A 18it).CPP.._. . pipe =S ..0 of box I sr/, ROTr PLATE n t brick base •�-+•- rXg 9H".I �' Celor --4 depth Appr. �0����uo�� 0 NIIAtER 4 ]AESH HATOWAE Ia.O7N ANCRgrEO I . '/,• a z A: I"AT 07111 n n C rNy.Y TO THE OUTSOE OF THE STRUCTURE. 1 ' SLOPE 0.4490 I IS T�1j - _ ._ _ . $OR 35 spigqot by TYPE A HIM OITAIL SMALL BE USED WITH COOL . Cr 7 STNi)AIO1 - ' • 71D E 17-15'-tB' er 24- 9 (3` 0000NPSI) A�t`ON`KT'EC TONG tE b t0 BCE t" , $Dfl 21 gas by TYPE 8 IT= OCTAL SHALL 8E USED WHH CG-2 STAOARDS. . TTPE A - AM /f n ���ou ! ' J .... _ SDR 35 Kti �t bell adapter oA.VA@D PLATE FOR TYPE A TO 8E MITT pN AN tMKYE a 6e•3a •TYPE a yj Y ,• SRO RUR mNIlEcidr WtJADm :vrn ioTn ^� (j����Q�(j�O�jl�� ROAR PSI. �� DIA,_241n,CPP _ TO AIRLE NOM AT rC•C Illf Ilft I111 gasketed bell wye r...'�a " �' CONNECTORS AND IS TO aE OCHMED WIN h- x 4- STUD WAR NOSE DETAILS ti .S t .. p { RDSED TO AiIIT PLATE AT YC-C C ' � 0. MY ALTERNAITE IEtK0p5 OF ANCFIOiAGE ' { t,-„'tl• N sanitary (see note) . SDR 35 ° ' ' 'jj}}lltnntjj ��jj L MMAY BE SUBSTITUTED EETING THE APPROVAL R THE CASENGT j .y. U N C3 - U sewer main :e x .bell 45° be PAYDNI7IT . IJU11.J. LUGS AS SHOWN HEREON. THE CAS7 SDR 27 01-3A L OHJB L O•SC L wlIIPtD PAYEYEIR f } i ; Q ,� (A I Q (D • • _ O _61. SECTION A A _ .._ 23 _... _ -• s -•r s ,t_r 1a s-w___ 740;. 740}-" 1 i)y�'o,p C f -- ' ` 1 bil : : bi CONCRETE OUANT171ES FOR NRN. DEPTH . 14CS (p C�2_. I W now .FLOC h-_'T2e4xwaa plp6 - t440 C A Y4L Co HmtSECTION C-C SECTION D-D n 0J DETAIL WHEN USED 8' C=. 00. - 1.528 CIA Ydc C=ett SLOPE 7.00% <i +v ) 6'sione bedding F� N8E Ow GRAM ADJACENT TO CURB 2244' caH to pkm pipe--LIAan Ca rddi. `Coa�o'aie � ).� Foe USE IN SAGS WITHOUT GUTTER Add o.46e a,.Yd:,PNF GRATE DETAIL DMA 24n.CPP �" lJ NOTE :If top of sewer main is greater than 15• deep, MOTH SIDES r0 BE SYMMETRICAL 'iEET 1 OF a oddHenOl NNat Pr depth. APPROXIMATE YRKPNT thenwyeand bend tobeheavy "ISDRas. STANDARD CURB DROP INLET A ((. 367 Cast �.� x•� to eI 0+00 O+DD 0+50 1+00 1+50 2+00 121, - 3011 PIPE: MAXIMUM DEPTH (H) 8' 233 NWL/A OEPAIUMNT OF 7RME70RTATION 302 STANDARD DROP INLET VICFIrrIA.T10 CUWRT 23 CUVFRTS 40 - 42 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 K)4.m VIRGIIA DEPARTMENT OF TRANSPORTATION 302 SEWER CLEANOUT Figure 16 general backfill (see note) general backfill (see note) VBHH77-156HC-11-77 2' custom setter (meter by FCSA) v 8. B cast in place access standard flat top - - concrete ...l, door, centered in for 4' diame ter 24'select backfill ti, r �' 24'select backfill n top (see ote 1) manhole (see note) G (see note) varies 2' max. at property line finished y j 6" v a L 6. (see note 2) grade OO 112O.D. skid pad -t roadway box- - E 3' riser section for 4' 6" 6' 2'CTS polyethylene diameter manhole stone stone tubing (PET) 200 psi with cutouts w/ SS inserts at all connections STANDARD CONCRETE ARCH 3' min, -- I general backfill (see note) general backfill (see saddle with /� 2' min. j corporation stop L- water main solid support blocks under custom Bettor • :=_ OD . r O 13 6' stone bedding ball valve curb stop w th PJ C14-44 w/ SS inserts 24' select backfill _ 24' select backfill (CTS) both ends [844-777 w/ SS Inserts]; with 2" gate and MIP plastic plug (see note): (see note) valve operating nut G O.D. i i :. - -: r 6' NOTES: 1. Access door shall be by Halliday Products ��'�-'• 1120.D. or our approved equal: a) in non -traffic area - model no. SiR3030 b) in traffic area model no. HIR2424 6' 6' 2. Water service crossing street. concrete concrete a) Encased in G' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. CONCRETE CRADLE CONCRETE ENCASEMENT CUTOUT DETAIL b) lnsW 12 gauge insulated copper wire aor line tracing) from Corp. stop to into the meter box [ wrap wire around (typical) Corp. stop; wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle bail valve]. NOTE: To be compacted to 95%of ASTM D698 maximum density. TRENCH & BEDDING 1 1/2" and 2' METER INSTALLATION Figure 1 Figure 6 concrete pad 1.-6' sq. x 6' deep 4' stone <i screw type adjustable valve box ti /�/ /'/ %/•/' .%/ 36' min. location marker Stone valve megalugged megalugs to main megalu9 N;L Ii;rY d. 1 Iq iyf tRita '". R,_ •i }.( z .4I.� .e,�i Yfit'S Rplc.T, f]f ,�9 err '7°hy,., t t. thrust block 18' l0 24- 8'x 8'x I& solid bloc( (for valves 12' and larger) Note: Ihis detail is also used for butiertty valves GATE VALVE Figure 7 concrete thrust bloc( 6' dia. schedule pipe filled with and painto I Ir dia. Concret encase 40 steel=< concrete- d yellow s 77 ent r ''-a:' BOLLARD DETAIL direction of setting to be approved prior to installation 3 as required concrete pad V-6* sq. x 6' deep r min. _ 6' max. [ d 1 T TIT I Screw type ] adjustable stone to be minimum valve box of 6' above top of base locator marker FIRE HYDRANT ASSEMBLY Figure 8 mechankal Joint swivel tee with 6• branch CG-6 NOTES- 1. THIS ITEN MAY SE PRECAST OR CAST IN PLACE. 2. CONCRETE To BE CLASS A3 F CAST N PLACE. ROOD PS F PRECAST. 3. COIBM71ON CUB L ING CUTTER HAVA RADIUS OF 300 FEET CR LESS UILONO FACE OF CUB) 9ULL 9E PAO FOR AS RADIAL COMBNATIN CURS L GUTTER 4-FOR USE WITH .S?AlLIZE0 OPE N-CRIDEo DRAINAGE LA TIE 8I7TCA OF THE CURB NO CUTTER M CONSTRICTED PARALLEL TO THE 51 Suillwa COURSES AND TO THE DEPTH OF THE PAVEMENT. S. INS CURB WY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS r IT LESS RURAL Hl"AYS AND 45 MPH OR LESS IN DEVELOPED URBAN & 51181NBAN AREAS. F THESE DES" SPEEDS ARE EXCEEDED STANOW3 CC•7 Is KOUREO. ' I 6r- • rT ' _-----'--'__ _ TH[ BpttOM OF THE CUB NO DOTTER XMY % CONSTRUCTED ' PARALLEL Tp TIE SLOPE Or Stt99W COURSES PROVIDED A WIML DEPTH Or 7" IS MANTARED. THIS AREA CONCRETE MAY RE CONTE AT THE CPTOM OF THE CONTRACTOR j REFERENCE -I COMBINATION 6" CURB & GUTTER S022 I W)OWA DEPARTMENT OF TRANSPORTATION 201.03 ( Y I A-1 v S�FFET APPROACH AC'E SURFACING MMINS"E (RADIUS t0 BE AS I # I ROADWAY SIgMN OH , A N S I C C (RAXUS TO 8E AS Aim / � OLBNAT SHOWN ON PLANS) T T•D. CG-61 NSTr CLASS A3 ,I;• •. •. SOEteAL b (� I V'I'IOPTKIWM. 6" CONCRETE - ::. '' 4 • -. �$ ---- [ FLOW six EXPANSION JOINT i-_--- EXPANSION JOINT _ o SECTION C-C ROTE% *Or" 'B• 2••0- OR AS W YAIILIE ROADWAY SHOWN ON TYPICAL SECTM A- PLAN ViEW 0 CONSTRICT GRADE CHANQS WITH AACPCApRtAAB1pOLLIIC CURVE. ® WHEN TMINING REOURn"TS OF'OANEIOAT, N[wVY t0 PARABOLIC CURVE TRUd( TRAFFIC 7/E DEP1N NOR S�EWALK ► CURB RAPS WUIRJ f1E LMIS O' IRE RADISKOU.D EDGE OF SHOULDER OR ,B�o� MAX. fT INCREASED TO 7-. OPTIONAL FLOW LIE ® - - 1D' W1EN P) FOR MAINLINE ROADWAY - - -' - - - -- --- -- -- M COHlUNETIONWITH VOpT PROJECTS'G.PES T LEAdE Xaa CtUVNGE - 0 NOTE THE FOLLOWING• BE CONSTRUCTED 5,MH 40, WLFOR S/REET D XX 7p ;THE RFW LNETtEXCEPSMALI SUINWAIE CO STASIL"TI N REOLW" FOR MAINLINE O DESRABL[ TOR COMAE PAVEMENT WINCH CAN OE OITTED N ENTRANCE THE ENTRANCE.) SECTION A - A ® RAOAL ct" OR COWWAFOM elm GUIDELINES FOR GRADE CHANGED INEYYOND AD OUTTHEE ER a W LWL NoTEXXaPt FFORRUGTEB REPLACEMENT PURPOSTS. WHEN USED N CONJUNCTION WITH STANDAAO ENTRANCE VO,UYE UESIAML MAXIM CC•S OR CC-T. THE CUTS FACE. ON THIS STANDARD IS TO BE A)JRSIr:J TO MATCH THE 16gRE THAN TS00 VPDH 0 ! 3 HIGH MOUNTABLE CURB CONFIGURATION. MEDIUM (500-L500 VPOI S3 2 6 % TO BE X SEE USED WITH ICUNNW DES" HAS STANDARD. LOW (LESS THAN 500 VPDI S 6 X a S x: PLANS ARE TO INDICATE WHEII CONSTRUCTION OF A FLOW LINE IS KGUTAEO TO PROVIDE POSITIVE ORMNAr.0 ACROSS THE ENTRANCE. QTIONIL Fl YAT WARPING OF A PORTION Of' GUT 11TO PAC E POKING CIA WATER. sREERENCaN REFFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES /EV.M1 vact A OEPNfTMEMT Or TRANSPORTATION _ J- 203.04 cc-Txc --�-' 121 r . VLW XX L X i CFOSSRA&K _ ZWK At X r HIGHER THAN EDGEATX Oi PAVEMENT AS TOP o SAME A$ L•_ TOP a LlIB HCROSSWALK 4• t a• TYPICAL PI-NCEMENT �•�� AT INTERSECTION WITH BUFFER STRIP -31- ®T- wETE srD. cG-s Tea IS USED. StD.CG•2 n ., IQ,Wtx OR CC-3 A ALTERATIONS OR Cc-6 CONSTRUCTION JOINT NOTES : SECTION A -A B B TONS CMWD (PAWAEL 6 panvoctim wxk Foe ALTERATIONS CAN K USED IRTN ADJON" IWFFER STRIP. LOOK AT SM YOU OF TWO SLOPING SIDES WITH 60" X 60^ UN. 6. "L'. T" ■ DIENSION& THE SNORT PERPENDICULAR RUN TO THE STREET CAN DE PROTECTED 8Y A LNOSCAPED "G J SETBACK OR CONNECTED TOM SInTALK WITH A "ARPCD SURFACE. CURB RAP FLOOR TO fE MASS A-3 CONCRETE NCL.ASS A-4 F PRECAST)MM UP RESISTANT NTECRAL CETECTABLE WA OK SURFACE COVDIM THE ENTIRE ROTA OF t1E RAP FLOOR OAP FLOOR MAY K PRECAST OR CAST N PLACEI. THE OETECTABLE WNUMO: SHALL BE PROMEO BY AM EXPOSED AGGREGATE FI ISK RAP SMALL NOT EXCEED A MA)UONIM SLOPE Of 1211 A 'SLOPING SM OF CRAB RAP MAY IIIE PORED YOOLHNCAIIY WITH RAP FLOCK OR E USING PERYssmix Cd6tRUCHON JOINT WITH PEOIMED BARS. TANGENT PLAN F RAMP rtow Is PRECAST. HOLES mi BE PROYIm FOR DOWEL BARS SO THAT MEANING FLARED SIDES Ea LIMITS OF EXPOSED AGGREGATE SIDEWALK CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAP ROCK PRECAST CONCRETE SKALL fE CLASS A-4, REOIAED BARS AT TO BE NO.5 X ICY• PLACED YCENTER TO CENTER NOW BOTH SIDES OF THE RAP FLOOR. MO -DEPTH OF RAP ROOK• ENMRIM CONCRETE COVER Me. 05 DOWEt& a- CURB MAWS WILL DL MEASUNEO 00 PAO FOR AT THE CONTRACT UNi '"US FOR HYDRAULIC CEMENT LONG I tr C•c /// CONCRETE SIDEWALK AM EXPOSED AGGREGATE SIDEWALK. COMPLETE-N-PLACE. SLOPE f2 CONsipucLTIN JONt CtABACUB AND GUTTER SLOPE TRANSITIONS ADJACLNM TO TO CURB RAPS AK INCLUDED N PAYMENT YAXKA/M FOR CTRBACU" AND CUTTER. WHEN USED INCOKAMOCY04 MTN STANDARD CG-3 OR CO-7, THE CURB FACE ON THIS STANDARD IS . To at ADJUSTED TO MATCH THE MO)NTMI E CURB AVID CONFIGURATION. CURB RMPS ARE TO K LOCATED AS SHORN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SECTION B-B YHEY ARE TO EE PROVIDED AT NTERMCOOWS WREWEVER AN ALYESSABLE ROUTE. M MOM THE ROHT OF 09 ACCESSBLE ROUTE IS DEFIED AS A CONTINUOUS WAY OF A NOWAY FACILITY CROSSES A CURS REGARDLESS OF WFCO(R SIDEWALK 5 EXISTING, UNOBSIRUCtfo.STAELE.r" AND SLIP RESISTANT PROPOSED.OR NONEXSTENC THEY MUST DL LOCATED WITHIN PEDESTRIAN CROSSWALKS AS 90" ON PLANS PAIN CONNECTING ALL ACCESSME ELELICNTS OF A OR AS DRECTEO By THE ENGX,EER. A D SHOULD NOT BE LOCATED BEMO VEHICLE STOP LIES. rActnY THAT CAN BE ADPROACHED.EN)ERED NO EXISTING LIGHT PDLES,rIRE KYORMTS.OROP NLETS.ETC.WILL ALSO AFFECT PLACEMENT. VSEO BY PERSONS WITH MOBILITY IMPAIRMENTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP VEDwrtmm (ACCESS FOR MOBILITY IMPAIRMENTS) 2p3.07 VSPGM OEPMTWW OF TRANSPORTATION 755 - - -' _J - " 740 I 0+00 0+50 ' Uo QN CJ N CIA CZ) IC! O oe}NhS•"4: CNN!^ o(S O I U^ i;5 o •O� __._.-_-.-.-.._._ .._....._ +vim-I�.ir-.... _.._.. _.. . __... -1-�,� i I Q::CCQ V N r- Q. r"EKQ I , } PROPOSED; GRADE EXIS77NG GROUND a I i C-23D C-23C LEN 107 C�lt 23ALEN 91 I 0.9% SLOPE! DIAL 15"CPP SLOPE 1% LEN I 1� i 3 1 ' - ________ ,. DNA: 15:CPP _ .. _ C=3B_._.._._._.._ _ _ _ _. _ SLOPE I% f LEN 29 D]A 24"CPP I SLOPE !1% I DIA 18 CPP 1+00 1+50 2+019 2+50 3+00 3+50 COVERTS 23A - 23D rx r M PA 1keRO11611Sm MAWS C-4 LONG SIOPE FOR w/1gsa/p Cx 6- (AIEA$8) WST Ea � BASWITS 4'x a WOOD RAL 6� ORIfX�TIEs SU8 W/ 6x6 / A /ems �AGAINST AMORIP00.-.."•�" �' VDOT Or-6 It CIA DONERETE "IT/- EIPANSW f AT tnot2Nc \ / (tff- FETCH POST 4))RG SECTION A 10 E (2) or offic 1z_r n= POST GF PLAN ViEW 14 IT.T FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL GRAPHIC SC E 40' 20' 0' 40' '60' 1 INCH = 40 ft. NOR/Z. 1 INCH = 4 ft. INERT. I S N CONCRETE :IDES N OPEN END POSIIM HO 3/B' PWS 8'-0" Max, I ".. A- n__1 O".. A" 1� 4'x C Post 0 i+) Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Soil. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids. POST SET DETAIL SCREEN FENCE DETAIL N♦R_ -•ff ' • ` ffR RRR • r 1 p • • OOMO) r� NNNO 4-J VL _q "E (D cD � U1 N In In Oro a) � N O .ro U o NZQ u U O L� O U] n W H � O co•I HJ-1 1�) 0 0 Cn 0 y a o0 a. S•-( 4-1 N 0 N Ln U] 00- O 11}N� I C)r- - N '�, N DO U1 "4 > 00 S 10 00 CO 0.6 t t/✓ W Q z i'aO O V X d J f- f- W Z U CEO 0 Ea F. NJ am 0 � N� i.L �D Q C.9 U W I'- o Z 4 < Z C.) 0 W 94 F' 0 0 W WZ (Q o o UJ W V) C) 0 Q o N 0' ul O (V`�, I•' Q a LL- O W/y LL- Z O ; rr Z Q LLJ LLJ J F Ld N- a (� Q C) C) _ 0 W J_ O M0 00 vU � QLL' t7 7 FD Q 0 LLJ N o tp J IN O jo w (Y o _ C) Li T- 4 1!\\1 1 I I `Kid l I I I I I i I I I I I I I I I, 3 4 8 A lam__...... - TI ! 4 SPACE -- j 20' WAJR1EA MET / )0k B2 �+ SW SW FOR PARKING LOT AND WATER LINE PLANS 1, / ry SEE: SHERANDO TOWNE CENTRE PLANS / �� DATED: NOVEM EGRES�12 I 04 LOT51 I I I 1 / 1 / / i/ ; /a -UM I S4 �. M I PASE 1-8 x6 7EE 8W " PVC SDR21 WATER MAIN 20 W ER EASEMENT7 T F �� ,SO 1S ANpMREPtAC '20" WATER �ES,11 ` I R 21 W I c WITH CG- 14 PACES - jVC / � CG-6 � C23 ,P o 0 1 19 SPAC ��1 ���� _- 20WAEST C 3 .�2 , . 22 2 0' �?3g 3A 4" SEWER EAT. CO v vG WP 0 o ?� 13.0' REMOVE EX CAP 114.0' 53.0' 8 /� k Q 1-6 TEE , I 1-6 / N 4" SEW LAT. m ca Z v 1-6" PLUG 6" FIRELINE TO BE 1-6" 90' ELBOW ' c� °: GATE VALVE n PLACED UNDER STORM M o (TAP BY FCSA) Q 1-FN ASSEMBLY CULVERT C23A AND 1" WATER METER - PR VIDE �j' GN ' y INV=735.90 z Uzi S ' BEHIND ? - PROVIDE AT LEAST 18" LADING p0 K WIT SET 3 MIN R 2" WATER SERVICE CURB ' ` 8.0 VERTICAL CLEARANCE / T R CCES O PRO E 16X 2 Q DUM STER WITH N a 6' PAQUE F NCE 20. 53.0' EX. 20 FT. UTILITY ESMT. J + D.B. 762 PG. 1741 LOT 3 f 211 / U Q 829910 SF r/ a PROVIDE 18 CG=7 ENTERE ON l ACCESS OOR 3 APPROX. LOCATION N ` LOT 2 „ OF ACCESS DOOR / b cz EX SEWER MANHOLE 839921 SF c> 0 4 22800 S.F. HARDWARE STORE 7 a `Z; : / RIM=748.79 ADJ. RIM TO PROP F1NISED GRADE (748.0 EST.) ' INV. IN=736.36 v 57 SPACES REQUIRED '� " l INV. OUT=736.21 a: 20. 0' 15.0' 1 15.0 20.0' WALL MOUNTED HANDICAP PARKING SIGNS INSTALLED PER VIRGINIA 9'X8' MECHANICAL a / `V 0" ' STATE CODE SECTION 36-99.11. PAD WITH 4" f o. (THREE REQUIRED) BOLLARDS TYP. OF 7 Q a6 06 PROVIDE 9' CG-7 APPROX. LOCATION '3 1.0' 40� CENTERED ON OF ACCESS DOOR 06 ACCESS DOOR FDC n• e - � 5 SIDEWALK. CIO 0 s z CG 6R 20' WATER ESMT o �o �`t-z 7 13 SPA ES TYP - - FIRE LANE 'C-0 f Q °G - - -- - - -- - - 50' B.R.L. r<? _ _ _ - --, - -------- - - - ---- ---_ ,-_ _�- _ s ------50' B.R.L _ -- _ o _ --- / Q 1_6" TAPPING CO DRAINAGE EASEMENT N oo SLEEVE &VALVE -- SIGN EASEMENT / / BY FCSA Q �' o I-FH ASSEMBLY z 1u N _ a BEHIND NB A L SET 3 Ml �STOP SIG _AN BAR40. C 6R C41 oTYP T CURB � �" PVC SDR J i 0 1 WAIf Ex. R/w I ..._. -- RIM=746.97 C42)) G WP � �`' _ -_ ---\ Gas INV. IN=738. 47 s INV. OUT=738.38 74ir- 20' SANITARY SEWER ESMT. - _ - - _ - - - - -D.B. 79FAIRFAX PIKE -tT R G U T E 277 --- �_�oc1 �E PAYEMENIL_- - � M.P.H. EX. PRIVATE _FOR RTE;277 ROWrIENJS-- CD __ _ __ - SEE: SHERANDO TOWNE CENTRE PLANS - - _ - - - _ _. _ R/W VARIES _ - DATED: NOVEMBER 9, 2004 - - 454 FT. TO WARRIOR DRIVE - EXIST. SAN. SEWER MHI- RIM=752:39- -- - -- - -- - _ -! INV. IN=742.14 a) 7 INV, IN= 742.0 (b) INV. OUT=742 00 TM 86-A-117A r TM 86-A-106 I .GRAPH/CSCALE GREGORY A. BUTCHER GREGORY A. BUTCHER / TM 86-A-107 30 75 0 30 60 INST. #030019055 INST. #030019055 STEVEN ALLEN STICF:LEY ZONED: RA ZONED: RA D.B. 532 PG. 482 USE: RESIDENTIAL USE: RESIDENTIAL ZONED: RA ( /N FEET J USE: RESIDENTIAL > inch = 30 ft. Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 23 740.96 740.00 14 24 7.03 CPP 23A 742.70 741.16 154 24 1.00 CPP 23B 743.09 742.80 29 18 1.00 CPP 23C 744.11 743.19 91 15 1.00 CPP 23D 745.18 744.21 107 15 0.92 CPP 40 744.97 744.89 18 24 0.44 CPP 41 745.65 745.07 131 24 0.44 CPP 42 746.00 745.75 57 18 0.44 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. Storm Inlet Summary Str. No. Inv, In Inv. Out Top Elv. Type Throat 23 741.16 740.96 745.35 DI-1 - 23A 742.80 742.70 748.38 MH - 23B 743.19 743.09 748.25 DI-1 - 23C 744.21 744.11 748.25 DI-1 - 23D - 745.18 748.25 DI-1 - 40 745.07 744.97 750.00 DI-1 - 41 745.75 745.65 747.86 DI-38 8 42 -- 746.00 748.90 STAND PIPE -- CONCRETE 20 STONE BASE PROPOSED I I: A( SEMON 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 21 B i- WELL COMPACTED SUBGRADE It' �LA4n CA 16 ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 86-((A))-102A EXISTING PARCEL AREA 1.9 ACRES DEVELOPED PARCEL AREA 1.9 ACRES ZONING B2 ADDRESS FAIRFAX PIKE CURRENT USE VACANT PROPOSED USE HARDWARE STORE DISTURBED AREA 2.1 ACRES SETBACKS REQUIRED PROVIDED FRONT (US Route 277) 50' 81' SIDE 0 61'+ REAR 0 50'+ PARKING 5' 10' BUILDING HEIGHT 35' (MAX.) 24'(+/-) GROUND FLOOR AREA 22,800 SQ.FT. NUMBER OF STORIES 1 (24' f) FAR ALLOWED 1 FAR PROVIDED 0.28 MINIMUM LANDSCAPED AREA 0.29 AC. (15%) LANDSCAPED AREA PROVIDED 0.54 AC. (28.4%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/400) 57 63 HANDICAP SPACES 3 3 LOADING SPACES 3 3 TOTAL SPACES PROVIDED 0 66 PARKING LANDSCAPING PAVEMENT AREA 36,590 S.F. PAVEMENT TREES REQUIRED 18.3 @ 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 19 INTERIOR TREES REQUIRED 6.9 (01/10 SP.) INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 25.2 TOTAL TREES PROVIDED 26 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1: 50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: 20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, USE GROUP M (MERCANTILE) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12. ALL REQUIRED MAIN EGR6S DOORS SHALL COMPLY WITH ACCESSIBILITY UNDER CHAPTER 11 OF THE IBC AND CABO A117.1-98. THE DOOR LOCATIONS ARE NOT INDICATED ON THE PLAN AT THIS TIME. 13. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TRIP GENERATION ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1169 T.P.D. USE CODE. 816 L.At Fire Lane markings and signoge is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normol and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER .•- PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) ............... PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/1.5' SM-12.5A)• - PROPOSED CONCRETE AREA PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ - - ZONING BOUNDARY ............................................... ZF UTILITY PEDESTALS ............................................... 0 0 EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ............••••••••••••••. PROPOSED WATER MAIN ........................................... o Wt EXISTING WATER MAIN ............... a ............................ _ - ---- : s F---- - PROPOSED FIRE HYDRANT .......................................... PROPOSED GATE VALVE & BOX ..................................... If'F-- EXISTING SAW. SEWER AND MANHOLE ..............................- PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ --IUGT i PROPOSED UNDERGROUND TELEPHONE SERVICE ..................•••••. TEI - PROPOSED GAS SERVICE . ......................................... GASF J(4, J,O 70w,0 �ZowLWO o -a,r') o oD 0) i� NNNO 4 a? N I I d U �j cn l a :c ct� u 0) cD' m o 0 > d d CO U) L L0 .. z a 0 a.�n Cd U Cd a a PIC � � m 4.1 a co x I 0 o °° ,~ o � o CO m 0, 0 o0 � O N Ln N O00 C 11) co P 0 ?O.0 P-4 Q r v o p W U'v Z W C) 0, L, a L Li F_ V) w J r= �1.� Z 00ce o Q 0-U ZW< U z Or W W WZ of W 'i rJ w U O L t'7 O �-- (O O O o O C7 O CD O O N to LD (,f) N M ft�< LLJ V) �_ (Q� O F- zUJI W F- W J Q Q N o >- � 00 z > wZ w J w o ¢ UJI c' O H Q Q C)) w _ Q z Q. U) 0 (n rn W S' W J CL (n It= V o� � M OW cn W a C� n�- W o V)W et cnC w o w �,, w rz �U O L'iQ Q a' Lr- I o C4 L Y O Z czo 3- U M r_ CD Ln <t- r) cv O (n Q W W z w _ -J N 0 o U ��- FREDERICK COUNTY DEPARTMENT OF PLANNING & DEVELOPMENT Site Inspection Form INSpgC"TION OF ROADS, DRIVRNAYS A TRAVEL AISLES (Check when completed - note all incomplete work): Street & Traffic Signs Sidewalks & Lighting Striping Dimensions Surface Material Overall Layout Comments Date Verified Incomplete Inspector Date Verified Complete Inspector INSPECTION OF PAPItING. NANEWERING AREAS & LOADING ARRAS (Check when completed - note all incomplete work) Sidewalks & Lighting Number of Spaces Dimension of Spaces Striping Surface Material overall Layout Comments Date Verified Incomplete Inspector Date Verified Complete Inspector INSpRCTION OF LANDSCApINO 1"ROV NTS (Check when completed - note all incomplete work): Number of Shrubs Number of Trees Species of Plants Size of Plants Seeding Soil Stabilization Overall Layout Screens Comments Date Verified Incomplete Inspector Date Verified Complete Inspector INSPECTION OF OTHER IMpROVERENTS (Check when completed - note all incomplete work); Setbacks Recreational Facilities Proffered Conditions Preservation Areas Signs Curb & Gutter Comments Date Verified Incomplete Inspector Date Verified Complete Inspector Patton Harris Rust & Associates, pc Engineers, Surveyors, Planners, Landscape Architects P117 East Piccadilly Street, Suite 200 H + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 To: Candice Perkins Organization/Company: From: Frederick Ron Misl< Date: October 11, 2 Project Name/Subject: PHR+A Project file Number: cc Sherando Towne Center - Lot 3 Dave Hollida OC T 1 2 The owner has requested that we revise the site plan to show concrete pads and bollards for mechanical units at the rear of the building. These are now shown on the plans. Additionally, the owner has requested a loading dock be relocated to the northeast corner of the lot. A new dock with a ramp to access, as shown. Additionally, the dumpster has been relocated to he west of the ramp. Please call if you have questions. CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the facility otherwise specifications for all work to be in accordance with completed aci It read for use. Unless of se noted s ec f cotio s Y Y P I i The in' Department f Transportation, Virginia a hcab e Standards and Construction Specifications cations of e r is D a o P P P 9 PP g De rtm nt of Health, Frederick Co nt Sanitation uthorit and the contract documents. a e tu A PY yy existing rfa utilities; however, such may exist that are not shown. 2. Theengineer has attempted to locate a st subsu ace uti ies ho e P 9 Y r v ' o an utilities. An damage shall be the The contractor shall exercise care in this work so as to avoid damage t contractor's responsibility. The contractor shall notify all utility companies 72yhours prior to construction. Call "Miss Utility" 1-800-552-7001, 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is topped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4' and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION I� I I �t I i i� l , ( I { I I I I I I I: I I I I. I i 1 I 1 I I. I IIIIII I� ��p ' � I ,► ; ,,,, .IIII III PillIII ��l IIlIL. III" I I I �I I I, I I I .IIIIII f i I I �p equola Magisterial District Virzi in i a 102 Zone& B-2 Proposed Use.- Commercial V1. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sever Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or density as determined by AASHTO T-99 Method A, within plus or minus 2% of local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the and Regulations, the most stringent shall govern direction of VDOT, density tests shall be performed by a qualified independent V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VDOT. shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of V16. The installation of any entrances and mailboxes within any dedicated street right - of -way shall meet VDOT minimum design standards and is the responsibility of the VDOT Road and Bridge Specifications. the developer. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including V17. Prior to VDOT acceptance of any streets, all required street signage and/or traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility pavement markings shall be installed by the developer or, at VDOT's discretion, companies. It is the sole responsibility of the developer to locate and identify utility facilities or by VDOT on an account receivable basis following the Manual On Uniform items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of utilized within any dedicated street right-of-way must be provided to the local any field revision shall be the responsibility of the developer. VDOT Residency Office prior to acceptance of the work. Unit and total prices V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured. land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for copies of test reports shall be submitted to VDOT daily, unless specified. any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specified in Section 315 and VfM-76. A certified adjacent public roadway via a construction entrance that is constructed and maintained in compaction technician shall perform these tests. Certified copies of test reports accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. shall be submitted to VDOT daily, unless specified otherwise. A VDOT Furthermore, access to other properties affected by this project shall be maintained through representative shall be notified and given the opportunity to be present during the construction. The Developer shall have, within the limits of the project, an employee certified by construction and testing of the control strip. the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six -- Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at findings of foundation exploration to the engineer and VDOT for approval prior the end of construction. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum encountered, the foundation design and/or need for foundation stabilization shall thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at be determined by the engineer and approved by VDOT. conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, letter. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these in that vicinity until an adequate design can be determined by the engineer and plans and/or as specified by VDOT. approved by VDOT. VI 3. All fill areas, borrow material and undercut areas shall be inspected and approved V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given by VDOT after grading is mostly complete. required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Vicinity Map Scale 1 "= 1000' January 28, 2 a5 difford & associates Engineers - Surveyors - Land Planners - Water Quality a division of Patton Harris Rust & Associates, pc 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 Owner/Developer: Sherando Towne Centre, LLC P.O. Box 2715 Winchester, Virginia 22604 (540) 667-2120 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hlllandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667 0364 P.O.C. Dave Cesefske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman P- -� H QF� D A. MISLOWSKY, NO, 020674 RESPONSIBLE LAND DISTURBER: NAME: E CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. GRADING EROSION- CONTROL PLAN l© WDSWING f UMPNG ,, EROSION CONTROL 1. 'rior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the fallowing items shall be completed: all Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the os-built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. z, I Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date N • _ ct Number Sheet Number 1. of 5 r f ,4..� !1 ( I FOR PARKING LOT AND WATER LINE PLANS �\ SEE: SHERANDO TOWNE CENTRE PLANS/ �� / �� �� PROJECT SUMMARY DATED: NOVEMBER �, 2004 f , /; w „ 3 Ac. l �� TAX IDENTIFICATION NUMBER PART OF 86-((A))-102A �\ 1� ! i I ! 4 I { ,{ �} / EXISTING PARCEL AREA 1.9 ACRES ! I I 1 0 2 � �„� �,y� ' (� f V �" � 5 I I � I f / /' I '/ `r=% � Tc � � � `° DEVELOPED PARCEL AREA 1.9 ACRES ( 1 f A B ,.' ( ! FI ! . M . �j} I /� ZONING 62 _�_A47 2 1 � �--� � _ I�� - ADDRESS FAIRFAX PIKE 1 { j . . -i .- -1-C OR-P 0- �� i j t i _ i_ .. I p Strf, E �! i �`�5? ---- o I_._ r__ _- _ - - - i- -- - ,- AGE SM t $ / h /% f .� l' CURRENT VACANT i __ _ t _ C _ - _ �� - -- F� _ - r I I 1 0 DRAIN - _ -r-- / T PR PIOSEU ! -- CU NT USE V { I - - i :. I -- I j 'f 3 TORE B- 7 --- ' t 1 { I " 3 I..I_�_-_ 4 I_ ;-___�- _ I r. \� ��� / \l/; " O DROURBED AREA 21R ACRES S R 76 i I So r; CJ -Tl I i I, � - _� �__� / Ci % SETBACKS REQUIRED PROVIDED ,20�WATER I G� ! I ! ��� / / EA EN O f �t B 2 1 -- - - _ '\ l / - - - `r / % \ FRONT (US Route 277) 50' 81' � SIDE 0 61'+ TER MAIN 8 \ l f� REAR 0 50'+ g>,,i 8 PVC SDR21 W 20 WATER EASEMENT 8 W=.--� -��'-� �jy' `i /' PARKING �. -- --� i-� i I - r `g BUILDING HEIGHT 5' (MAX.) 24'(+/-) CES 30.0, ; ( j ± { ;; { .� // �; 1.4 P,; i 1 I I j Z GROUND FLOOR AREA 22,800 SQ.FT. f i i \ i y �� l +I '{ ) 6 PVC SDR 2+.1 W L ,. ; i°0 i 1 'CG 6! ! I f" " � � -, - _ .. _ ' � NUMBER OF STORIES 1 (24' t 1 I o 23A �/� Q FAR ALLOWED 1 q ___ 20 WA ESM'T C t 3 O FAR PROVIDED 0.28 1. 3 38 REMOVE TEMP. WHEEL 9 4A 2 + MINIMUM LANDSCAPED AREA 0.29 AC. (15%) " O LANDSCAPED AREA PROVIDED 0.54 AC. (28.4%) q' 2 3A STOPS AND REPLACE / (� % <'� 13.0' WITH CG-6 R /' REMOVE EX CAP 53.�� � � � Q. � PARKING REQUIRED PROVIDED " 114.0 q' STANDARD SPACES (1/400) 57 63 1-6 TEE / 1-6" PLUG HANDICAP SPACES 3 3 � � � �" W v LOADING SPACES 3 3 1-s sa- ELBOW � o TOTAL SPACES PROVIDED 0 66 �`° 1-FN ASSEMBLY w Q N SET 3' MIN BEHIND m J PARKING LANDSCAPING V CURB 48.0' PAVEMENT AREA 36,590 S.F. PAVEMENT TREES REQUIRED i8.3 ® t/2d00 SQ. FT. Z PAVEMENT TREES PROVIDED 19 INTERIOR TREES REQUIRED 6.9 (@1/10 SP.) INTERIOR TREES PROVIDED 7 cn C' 20TOTAL TREES REQUIRED 25.2 o a3.0' l' rr l� 0 EX. 20 FT. UTILITY ESMT. TOTAL TREES PROVIDED 26 LOT 2 83,921 SF EX SEWER MANHOLE RIM=748.79 Aod. RIM TO PROP FINISED GRADE (748.0 EST) INV. IN=736.36 ti f� INV. OUT=736.21 / Ir, _-_..--CLEAN -OUT --- 4" SEW LAT. (TAP BY /" r 1" WATER METER 2" WATER SERVICE 1-6" TAPPING 1 SLEEVE & VALVE BY FCSA - 6" FIRE LINE j W ' Z 20' WATER ESM'T `L � tUt,� / l f � 5 SIDEWALK .q' 3 3q CG 6R 20' WATER ESV7 40 13 SPA ES LgNp - -- - _ - - - - - - - - 50' B.R.L. V/�� ;' FIRE LANE Q �� n IT 50' R R1. i ~/ co o 0 Z DRAINAGE _- - - o / o ;' 1-6 TAPPING > o w �^ ry SLEEVE & VALVE �Q _ � SEMENT N EAUi SIGN EASEMENT / �� BY FCSA 1-FH ASSEMBLY 2� tv . :SPA ES o _ 9 - --I f `'/ / j- SET 3' MIN BE Q j BAR o STOP SIGN -AND ' C -6R C41 N TYP �s CURB I { 6'PVC DR " - �;-- Ex. R W i, t s• " I 21 WILS i a�SIDEWALK R I L" `�I _ -� RIM=746.97 "r/ { io �- Co - INV. IN 738 47 _r4__-.._._=- .._.__..-..._-�__.._--_ INV. OUT- 738.38 .�...._ , SANITARY SEWER ESMT, FAIRFAX PIKE ----- '- --- - __-- _.�`- --- -- ---- ROUTE 277 - -�- -- _-_ .. . EX.. PRIVATE M.P.H. - FOR RTE_ 277_R,Ol aMPR4VEMENTS- =- o SEE: SHERANDO TOWNE CENTRE PLANS £ R W VARIES DATED: NOVEMBER 9, 2004 EXIST. SAN. SEWER MH 454 FT. TO WARRIOR DRIVE _ -RIM=752.39-- INV. IN=742.14(a) 1 7 INV. IN= 742.04(b) f f INV. OUT=74200 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 23 740.96 740.00 14 24 7.03 CPP 23A 742.70 741.16 154 24 1.00 CPP 23B 743.09 742.80 29 18 1.00 CPP 23C 744.11 743.19 91 15 1.00 CPP 23D 745.18 744.21 107 15 0.92 CPP 40 744.97 744.89 18 24 0.44 CPP 41 745.65 745.07 131 24 0.44 CPP 42 746.00 745.75 57 18 0.44 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. 1 ,7R.4PH/CSo TM 86-A-117A TM 86-A-106 f GREGORY A. BUTCHER GREGORY A. BUTCHER TM 86-A-107 30 75 0 30 60 INST. #030019055 INST. #030019055 STEVEN ALLEN STiCKLEY ZONED: RA ZONED: RA D.B. 532 PG. 482 USE: RESIDENTIAL USE: RESIDENTIAL ZONED: RA (IN FEET ) I USE: RESIDENTIAL 1 inch = 3G ft. it Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type Throat 23 741.16 740.96 745.35 DI-1 - 23A 742.80 742.70 748.38 MH - 23B 743.19 743.09 748.25 DI-1 - 23C 744.21 744.11 748.25 DI-1 - 23D - 745.18 748.25 DI-1 - 40 745.07 744.97 750.00 DI-1 - 41 745.75 745.65 747.86 DI-313 8 42 -- 746.00 748.90 STAND PIPE -- 4" CONCRETE 2" STONE BASE PROPM S RAM =ON N.T.S. 1.5" SM12.5A 3" BM25.0 - 8" VDOT 21 B i- WELL COMPACTED SUBGRADE 16 ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.G. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWDE BUILDING CODE AND SECTION 309, USE GROUP M (MERCANTILE) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12. ALL REQUIRED MAIN EGRESS DOORS SHALL COMPLY WITH ACCESSIBILITY UNDER CHAPTER 11 OF THE IBC AND CABO A117.1-98. THE DOOR LOCATIONS ARE NOT INDICATED ON THE PLAN AT THIS TIME, 13. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TRIP GENERATION ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1169 T.P.D. USE CODE: 816 IILANES PEC&X13AENM Fire Lane markings and signage is required at 01 fire hydrants, fire department connections, curbing not delineated as parking, and oil normal and emergency access points to the structure. fhe contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER -- PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 216/2' SM 12.5A)-------------- PROPOSED HEAVY DUTY PAVED AREA(B' 2113/3' BM-25.0/1.5' SM-12.5A)- - PROPOSED CONCRETE AREA ---------------------------------------- PROPOSED GRASS AREA ---------------------------------------- PROPOSED EASEMENT AREA ---------------------------------------- r ZONING BOUNDARY ----------------------------------------------- ZB UTILITY PEDESTALS ----------------------------------------------- aFEJ EXISTING STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAIN ------------------------------------------- EXISTING WATER MAIN --------------------------------------------- PROPOSED ARE HYDRANT ------------------------------------------ PROPOSED GATE VALVE & BOX -------------------------------------- - r- .., i EXISTING SAN. SEWER AND MANHOLE - ----------------------------- PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ UGT I PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ TEL, - PROPOSED GAS SERVICE ------------------------------------------ GAS ` I QJ `N A W ' J 4 N O -j Z zoc � O 0 WO Z = W a_ L� o U I'm 6 ft".. C) OE M s, (,4 N N O VI V U) cD co A I c .>da Y) (A LO tr) V-F-' o cn i,_i ya U U t O 0 U U = ` a b � � rn 0 V 0 � o � m 0 a o0 `0 a. N Q o O y T I 0 U Oi N N 00 �o w F= W Z 3:: F- (1:1110 0 �Y: 0 25 0 C9 U w o ZW < z 0 nd O F_ w W Z wff O o UJ �Vw O 0- � O a a O N to ZO � V) < 00 O w w 0 0 Z O �' > w N > c� w c� w n- U) Q Q 0 U Ul = U) <c 0- Q 0- v p H (n O � c:1 Ufi w o cwn O t- d- 0 V w 01 w z � wo � LIJ z o to z LiN o 0 O LL_ V--- f. j t _ r. h TEN TION t , ND 8 ti.. 7 " .. Cl- c�J ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. 50 749: 5 _ r �F + 7 49.35 -749.30 i 9.1 y� i I r r :\. \\\ 748..7�" r ti.# POND A 49!40`� �. `. :1 42 _. 0.5 4 t C4 . 1' CIP 2 49:45 i 74 .75,' m. 75 25 P I _ 7 48.60 4 , C4 71 74 6 Rim _ . ! p __ .._. _ 9 748.95 , i y x �, SFE z ♦djr SF S� xx r - __...__ RFCO v 401 "CIP r, .r ni .•r ' _ t w -. `-.___ .?'. .....___.. ._w..- Wit: ...__.._. _.:.{_✓.... r J 1 GRAPH/(SCALE J0 15 0 30 60 ( 1N FEET ) 1 inch = 30 ft. EXISTING STORM DRAINAGE & STRUCTURE ---- PROPOSED STORM DRARTAGE do STRUICTURE PROPOSED CURB- & GUTTER ........ - DRAINAG€ -FLOW ................. EXISTING- -GRADE ................ PROPOSED GRADE ............ • . PROPOSED EASEMENT AREA......... . PROPOSED -SILT -FENCE- - - - - - . - - - - SF SF -- INLET PROTECTION ............. IP IP UMTTS OF DISTUR8MCE - ......... • LOD DRAINAGE- DIVIDE ............... • • • • - - • 11A • • • • • TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Compacted Soil 18" min. 1fIi1illlilSl —Flow 4.5' min. --•{ PLATE 3.09-1 STONE CONSTRUCTION ENTRANCE 70' MIN. A j FILTER CLOTH 6" MINI At / SIDE ELEVATION GROUND 70' MIN, B WASHRACK REQUIRED 12' MIN. L VDOT #1 ( I �� POSITIVE DRAINAGE COURSE AGGREGATE D TO SEDIMENT TRAPPING DEVICE MUST ND FULL WIDTH + OF INGRESS AND EGRESS OPERATION PLAN VI E W FILTER CLOTH REINFL,. SECTION A -A SECTION B-B 10' EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) T 10' MIN. EXISTING PAVEMENT 10' MIN, 3' MIN. 3" MIN. UKH11V JYHI.G SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL � � I � — CULVERT of �I I I I ROCK CHECK DAM REQ'D 70E OF FILL 0-.03 DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW REQUIRED S T ONE COMDINA TION FLOW •VDOT #3, #357, 15, #56 OR #57 TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from 19H Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC SOURCE: VA. DSWC SOURCE: VA. DSWC PLATE. 3.20-1 1 RIPRAP PLATE. 3.08-1 BLOCK & CRA VEIL CURB INLET SEDIMENT FIL TER CURB INLET ii;.sir IIII=111i, WIRE SCREEN 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. s GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLAN' 4. BACKFILL AND COMPACT THE EXCAVATED SOIL i EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric litter Barriers for Sediment Control, PLATE. 3.05-t Shenrood R "t � f • A O `- 0 � p O r) 0 N N N O +•) m N I 1 U):pc(0ocO04 a: Ca' a 0 > �••, rn U) Lo Lo •}.� -� > a3 a z o a .od U U O O V 1 w� rn n �4-1 n rn � � O � a co too I PA I-: ;_0m � V 0 X m • O �, a a o %•+ 4-r Q" N O N Ln U] o o .j''.�i•• I O00 N 1�1 � 0 N"CS CD 0 p O0 0 U- 01yinn 0) (Z v 'r, 0 -Y `t Q) z w O aa))�X � ti CL la W M Z PLATE 3.07-8 00� 0 I D _ C� U W o ZW U p Z a M W p U.J Z W CL W a w V) v 0 01 CL W Q 0 LO Z I �'" N w 0 .f ) _O j� W w 11 Li- 0 W fY < D a— ZLij O w w < —1 U W w Q = R r� W � V, zM C < O N O z z o � i D (p z w 0 _jN IL 'r- SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6° O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND ALL IN VOIDS, SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB 8' GALVANIZED GROU'. ROD. BOND TO POL 13 STEEL REINFORCE TIES 0 1'-6" O.C. 14 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT 4NCHOR BOLTS FURNISHED NITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT 'IRCLE PER MANUFACTURER'S KCOMMENDATION. 1'-8" 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6- BELOW GRADE TO PANEL TOTE: Ill UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL GR4PH/CS04LE 30 15 0 30 60 ( IN FEET 1 inch = 30 ft. LITHONIA KAD 40OW MH 4—FIXTURE MOUNTING HEIGHT-20' a&; LITHONIA KAD 40OW MH 3—FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHAM BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF —SITE. 1..1.1 z Q Q � � � Z t1� Q. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels DO NOT prune terminal leader or branch tips 1 � Cut away all balling ropes Remove top of wire basket — Widen and score hole wall � - . •ate: _.`: - Remove container and cut circling roots if container -grown, or as much burlap as possible if field grown Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to Q : settle soil, finish backfilling Area for water drainage ALL PLANTINGS SHALL CONFORM WITH 165-36C OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY > ACER RUBRUM RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 13 QUERCUS PALUSTRIS PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 13 III -Ex CRENATA 'HETZII " HETZ ROLL Y 3 GAL. CONTAINER 3' ON CENTER ¢ 3 LANDSCAPE SCREEN PLANTING SCHEDULE lowEASTERN RED CEDAR OR LENGTH OF SCREEN 327 Ft w Q LEYLAND CYRESS TREES REQUIRED, 3/10 Fi= 98 p 1/3 DECIDUOUS = 32 0 RED MAPLE OR 2/3 EVERGREEN = 66 LITTLE LEAF LINDEN °d (2.0" CAI_IPER) PROVIDE N LEYLAND CYPRESS 33 EASTERN RED CEDER o 16 RED WPEE 2.0" CALIPER 16 LITTLE LEAF LINDEN 2f CMPER LANDSCAPE SCREEN REQUIRED CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 40' 10' 10' 10' 10' 2', 3' 1 3' 12' 3' , 2', 2' 1 3' 2', 3' , 3' , 2' 3' 12', 2' 1 3' I4AW zI'I I ( i1�� � o a AW (J O O O W 6' OPAOUE FENCE REQUIRED AS SHOWN ON PL41V o - °' "o ppo'70) ryl NN(VO Cd co U ;� coo coo o' o 0 %>Lnd Ul <n Ln u7 V �' - a z a .� o O U 0 t� 0 a.E� w� rn a(Tj 1 0 • r•1 O ;_0 V o � o CO m 00 N O N �n r/2 00�0 �c N r7 *M) 1 O N •� 00 0 > r' 00 b �o2 0 U—O � w� z W Ta 0 Z Z <:!s 0 CL Z .Q Z U — i— Z w J:5 I— Ld Z 3:: F— g pU Z U Q -0 Z LJJ Q Of O F— cy W 8 WZ o� W � U U) w 0 O a.. O 1n Z N O o n U � o Ej> r.1I Q V- CK Z) z w < w I- > w ­5 J w Q U = 373 1 O z Q v w 0 w p z w Of _ 0 10 0 R FmisFled rad� VALCO. Inc Fig. No. 71BOB- ��C with lid marked v�v 'SEWER' bottom s i 'or1- of box SDR 35 gasketed bell wye sanitary (seenote) r. sewer main SDR 21 cast iron deanout Cap with brass plug must be 8' from the top of the 1/ screw type adjustable box -- square concrete skid pad 20'k 20'x 6' deep cast iron dearTart cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 SDR 21 - cleanout pipe brick base SDR 35 spigot by SDR 21 gasketed belt adapter FSDR 35 gasketed , ...Wl45'bend 6- stone bedding NOTE :If top of sewer main is greater than I & deep. then wye and berTd to be heavy wall SDR35. SEWER CLEANOUT Figure 16 general backfill (see note) select backfill s note) general backfill (see note) 8' 24' select backfill (see note) I F-T 6' 112 0.0 i stone STANDARD CONCRETE general backfill (see note) 0.0 al' B. Y hi ✓. 24• select backfill �G y (see note) one 1"- �� 20.D. C 6' concrete CONCRETE CRADLE CONCRETE ENCA NOTE: To be compacted to 95%of ASTM Me maximum density. TRENCH & BEDDING Figure 1 concrete pad 1'-6" sq. x 6' deep 4' stone type screw valve box 36' min. location marker � f i stone valve megalugged megalugs to main megalug / ( e � thrust blocs 18" l0 24' 8"x 8'x 16' solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 E)RNIION IT T-/0- fRNiET61 O OF . BACK OF SIDEWALK Tapes & SEE ANDARD IC UO (IAtS A' Y YiR 2. C ,A ¢ +�Ep�.t W NMADE WA f I r T r CL07H -Lill I If f = SEE ND110OLE� alli= TE a IT - y L F 06A A •NS'OTE 6 i D 1JTTM FACE OF CLlr6 NXrrx ooNTRoI. jaw 2--tr PLAN SECTION A -A I A Ib MAW(. /-11EYC0 CO SI. JOINT L-v - MAx-2tr r-y`NQ-• W r Q7TT R APPROACH GUITER s p � BARS F E I.-B J sirts E 03, OAAERV • - sins s ter' "a•E FRONT ELEVATION * BAILS F - - ---J tcurTEx REMovEo1 A/: L.-A ' aXy- Bart PLAtt SECTION B-13 TYPE A NOSE OCTAL SMALL BE USED WITH CG-3 I 02-7 STAOAID4. TYPE B ROSE OCTAL SHALL OE UWO 01" CG-2 STAIOAfgs. r TYPE A • rVPE B yi' X 4• SAD SEAR COME'" BEtDED OAVA® PLATE FOR TYPE A TO BE BEAT ION AN /ACRE OF 4W3O• to ANOE RdU AT 7C-C. CONNECTORS ID 6 TO BE MOO" WITH 'S- X 4" STID SHEAR NOSE DETAILS WELDED TO aW KATE AT 2'C-C oAYDRurr DI-3A t 0-38 L 01.3C L WAM M PAVEMENT b-il �E iR' Ft�ow` bill .Elt]f 0J DETAIL WHEN USED FaR USE an GRACES ADJACENT TO CURB Aron USE N SACS WITHOUT GUTTER BOTH SIDES To BE STTNE-naCAL SHEET I OF 2 STANDARD CURB DROP INLET" 12f, - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 f04.OW VNONA DEPARTMENT Or 7MAII94WATCN 3012 V8HH77-15BHC-11-77 2' custom setter (meter by FCSA) cast in place access standard flat top door, Centered in for 4' diameter top (see note 1) manhole 2' max. at property line (see note 2) finished grade skid pad roadway box c E : - �� 3 riser section for 4' OCTS diameter manhole tubing (PETpoly) tubing (PET) 200 psi 00 psi with cutouts w/ SS inserts at all connections 3' min. saddle with 2'min. corporation stop water main solid support blocks under custom setter 6' stone betiding bait valve curb stop with PJ C14-44 w/ SS inserts (CTS) both ends [844-777 and MIP plastic plug w/ SS Inserts]; with 2' gate valve operating nut 6 NOTES: 1. Access door shall be by Halliday Products or our approved equal: 'P a) in non4raffic area- model no. S1R3030 b) in traffic area - model no. HIR2424 - 2. water service Crossing street: a) Encased in 6° diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk CUTOUT DETAIL b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box I wrap wire around (typical) Corp. slop; wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2" and 2' METER INSTALLATION Figure 6 1r.J width f :• as required dia. schedule 40 steel { Pipe tined with concrete 3• 1 and painted yellow Yr T 2' 18' dia. y �1S J (D1'-G concrete \4 encasement concrete thrust block , direction of setting to be approved prior to installation as required concrete pad V-6' sq. x 6' deep Y min. - W ma,(x. y 4'stone snow type adjustable stone to be minimum valve box of 6' above top of base I;�; I locator marker FIRE HYDRANT ASSEMBLY Figure 8 mechankal joint swivel Nee with E branch %r SECTM CAST WONy, SECTION STEEL NOTES 21- . 2'/2" X 2'/J" A '/i 1. DEPTH OF N.ET (H) TO BE SHOWN ON PLANS. to b* TO.-4-' bnq FOR DEPTH GREATER THAN IV USE STANDARD M Ceti wcoEv T•y/i. r__`lk 13 - T 2. THE '7P GI E160H SHOWN ON THE STANDARDS A ---- A ETI N BE NYHEETHE �� TURF. TNI CAST PIPE TO IHE TRIPE TO TDI TOP OF THE STRUCTURE. O STEEL L �I* N� STEEL O 66 ± , ICAr't APPROXIMATE A ONLY FORt �IMATINKPURIONS PURPOSES P1BE DES AD THE ACTUAL FOR ESTIMATING SHALL COWAAC7 SJFRO BE OETERMIfL 0Y THE Dpfidna 3 My*. 43.6 1b.. CONTRACTOR FROM FTklo coNOITMarrs. B-ocs RDB h ka*q Od dng WCW a1 3. 1Y4EN SPfCFED ON THE PLANS THE INVERT IS "'- u4R ctors comodwe to Coat/ TO SL SHAPEDN ACCORDANCE WITH STANDARD IS-J. THE COST OF FURNISHING 90 PLACING ALL MATERIALS 14CDENTAL TO THE SHAPING IS TO BE INCLUDED N THE °D PRICE FOR THE STRUCTURE- '/I' • f/i-L.' / 'qM� 4 THEINVERT IS EVENT OF 9'/i - ty A -J PNVE TTI BOTTOMM NC eCA+MCNm• 4•- " SIRUE1 RE TIE INVERT OF THE STRUCTURE SMALL ff jJRAF'F.D "INCEMENT MORTAR To " �� q��'� IN ENT STAIDNG OR OF WATER i l l PLAN T COST N THE SING ALRE. THE COST OF Tik TO TO AND PLACING ALL TO BE NC UDED AT T NRT SHAPING K TO INCLUDED N THE 90 (C-1. Reaev*dl �', �� PRICE: it7i THE 57RUCTURE. SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0' �7(y� OR GREATER. FOR DETAILS SEE STANDARD ST-1. OmErrSINS FOR COLLAR DETAIL E. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE, CAST PON ONLY 7. W 4 x r SMOOTH DOWELS AT APPROxMATELY 12' C-C TO BE PLACED N ILL AREAS ADJACENT 4'•Y D TO ABUT TIC CONCRETE TO PREVENT Cloth H 2•-T- H ' I SETTLEMENT, 64 LIEU OF DOWELS A 2"X4• NOTCH MAY BE SEE STANDARD N T- hk 161 -�p'I a 4 Ses Not* 8 ALTERNATE T•tR-3, 4 FOR KTEFd1ATE DESIGN 8. ]' OIAE!ER KEEP NtlIE WITH lY%lY PLASTIC HARDWARE CLOTH', - MESH OR GALVNa2E4 • E INNER ! --4" depth Aggr. 44 iE= M0CLOIH 0. OWED _ �-0 An C, COBnr 16B,17B At/ C E E fi. i t2 18 r 6- Meth OIiQ���Q����M IZf u tI�AHCL FMR.Y TO THE OUTSIDE OF THE STRUCTURE. S. CAST N PLACE CONCRETE K TO BE CLAW A3 m-ts- %r e. 24" I(11u 1ft1If11 !(u11 d������flOPE N ODOD PSI). )'RECAST CONCRETE IS TO BE 4000 PSI_ t(itlftl IfS1 {t1f (( „O1 • C BD����ODDEI ION ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER BE THE CAST NON A O • __J. LMAY UGS AS SHOWN HEREON. SECTION A -A CONCRETE QUANTITIES FOR MiN. DEPTH 17 L4leretl *&- L440 CIA Yde, Cbealte SECTION C-C SECTION 0-1)Ir Ce 1. Pbe - 1.528 Cu YN. CCPee*t* 78" Concrete pipe - L620 CV, YN, C-ets 34, C Ila pipe - 1.817 Cu. YN. Cmtrete GRATE DETAIL Add H, Cu. Yds. pW odd\iaMloOt df depth. APPROXIMATE 'WEIGHT Cast ere Grat* M3 1: IS be STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 04 VIRGMA DEPARTMENT OF TRANSPORTATION 302 cc-6 NOTES: 1. TTS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. A000 PSI IFPRECAST- ]. COMBINATION CURB 4. CUTTER HAVING A RADIUS O 300 FEET OR LESS OLOM FACE OF CURB) SHILL PL PM FOR AS RADIAL COMBINATION CURB L GUTTER. 4-FOR USE WITH ST.MMJIEO OPEN-CRADEO DRAINAGE LA 7HE BOlTd1 OF THE Clite !MAD MATTER BE CONSTRUICTEO PARILLEL TO THE SL SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. INS CURB WY BE USED WHEN DESIGN SPEED IS NO MPH OR LESS 2" R ON AURA HGIRAYS AND 45 Fait OR LESS IN DEVELOPED URBAN L SUBURBAN AREAS. IFTrESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 K REOUBEO. 6" 7" • d • D D • D • D. 1 - ------•,::I-Futft E BOTTOM OF THE CUB A0 TM MAY BE CONSTRUCTED O THE SLOPE OF 6- 2'•0- SUBBASE COURSES PROVDED A MINIMUM DEPTH OF 7" K UNNTARED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER ' 11 VRGWA DEPARTMENT OF TRANSPORTATION j 1 a STREET EACNGIPPROACH A-) NEE URAOIJS TO OE AS I): I ROADWAY SHOW. ON PLANS( C C (RADII)$ TO K AS / RACK T SHOWN ON PLANS) GRB MHO fA717[ (!TV.. CG-6H Q nr R SIDE ALK I ® I 1* CLASS A] : tt - - OPTIONAL 6- iLOW LIE-7 ; --- EXPANSION .101K1 EXPANSION JONI • o SECTION GC NOTE%WMDTH 'Er 2•-0- OR AS rY YAIHILIE ROADWAY SOWN ON TYPICAL SECTOR. Art PLAN VIEW 0 CONSTRUCT GRAM CHANCES WITH AACPCApR1AABOOLLAIC CURVE. ENTRANCE ® 10•PARAI)O1C CURVE TEE TURNING REQUIRMENTIHE ANTICIPATED HEAVY TRUCK 1FtAFF/C THE DEFT" FOR SIDEWALK ► CURB RAMPS 'aNI (IE MATS CIFTIE RACISM" BE EDGE OF SHOULDER OR 6 t MA1c. INCREASED TO 7-. OPT04A. FLOW LINE OPE OMNCE -•- D [M BUILT EJECT YAIiIVE ROADWAY - - - - - - - - - - - - M CONR�DRNCTION WONNV00i EASE D NOTE THE FOLLOWNG, SLOPE CHANCE •-- 40 I/L FOR $1RCEt D XX T'BE CONSTRUCTED fPT 5•,W,. T THE RAW IIETTEX ANY SUSCADE O OESRtABIC fOR L'OMMC STJBEPATION REOUIRED COR MAINLINE PAVEMENT WHICH CAN BE OL17TCD N ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CUM OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D ANTI GUTTER SHALL Nor BE CONSTRUCTED BEYOND THE RAW LINE EXCEPT FON REPLACEMENT PURPOSES. WHEN USED N CONANCTION MTN STANDARD ENTRANCE VOL OCSURABLE MIAxMIY ST/WAp1tRD IS TO BE THE (ADJUSTED TO MATON CH THE "OUANTAILE CUM CGRTGLRAMICH. FRCH INTONE THAN VTPO O 13 I MEDIUM MOO.1500 VP01 13 i 6 t OE BE USED WITH ANDARD NS01'STANDARD.CUM RAMP DESIGN LOW (LESS ?MAN 500 WO S 6 1< B 1 X PLANK ARE TO %XAfE WHEN CONSTRUCTION OF A FLOW LINE IS REDUNED TO PROVIDE P09TWE DRAINAGE ACROSS THE ENTRANCE. OPtt0T'L F{, MAT MARRING OF A ROWING OF wAIEW. PORTON OF W T R TO P Lt1 E SPECIFICATIONREFERENCE METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS W2 AND COMMERCIAL ENTRANCES 'If".TOt - VRGIIA DEPAMEWt OF TRANSPORTATION -� CROSSWALK YWL `= C� At X THAN EDGC OFr HIGHER PAVEMENT -� ATXX SAE AS TOP of CURB CROSSWA. I• t e TYPICAL PLACEMENT ,• -o•� �� AT INTERSECTION t WITH BUFFER STRIP g.s1 - M• ®7- WHERE srD. cc•3 cc-i 6 USED. 3 - Y•0"I - STD.CC-2 STD. CC-2 �6" opt Cr-3 ,2 ;) 46+IMWI, A� ALTERATIONS ORcc-6 41 MIT 20 P 1 PERMISSIBLE'e..'F.. r.•e .'w.•a..'r. • •'*''* '* •*, T 1 CONSTRUCTION JOINT NDTEs , SECTION A'A B B THIS Cowswo (PARALLEL I PEIPENDMXRJW DESMGI FOR ALTETut10/lS CN84 RE USED WIT" •� AOJOIIAG BUFFER STRP. LADING AT BOTTOM OF TWO SLOPING WES WITH W X BO" UK 6. TXUEMONA THE SHORT PERPENDICULAR RUN to THE STREET CAN O. PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A TUIRPEO SURFACE. U CURB RAP FLOOR TO OE CLASS A•3 CONCRETE IGASS A-4 IFP PRECAST) WITH AP RESISTANT I47ECM OItECIAU.E RARMRC SURFACE COVERING THE ENTRE WIDTH OF tHE RAID FLOOR TRAP FLOOR MAY BE PRECAST OR CAST N PLACEH. THE DETECTABLE WARNING SMALL BE PROVIDED BY AN EXPOSED ACCRECAtE FINISH. RAMP SHALL NOT EXCEED A MAUNR SLOPE OF 12,1L A SLOPWF S10E5 O' CUM RAP MAT K POURED 1110"OLITNCAILICT WIT" RAP FLOOR OR BT USING PUPIISSBIE CONSTRUCTION JOINT WIN REQUIRED BARS, TANGENT PLAN I RAa FLOW K PRECAST -LADLES MUST BE NNovi" ►oR DOWEL BARS So THAT AOJDW4NO rLAPIED SIDES ESLIMITS Or EXPOSED AGGREGATE SIDEWALK CAN BE CAST N PULE AFTER PLACEMENT OF PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REOUFRD BARS ARE TO BE S x 6" PLACED rCENTER TO CENTER KOHL 60TH SIDES OF THE RAW FLOG(. MD-OEPTH OF RAMP FLOOR. IAINR I CONCRETE COVER TYr". MS DOWELS. r CURB RAPS WILL O MEASURED AD PAD 'Olt AT THE CONTRACT UNIT PRICES Con N'YDRAt" CEMENT LONG R tY t•C CONCRETE SOEWALIC AID EXPOSM ACCRCGAIE SIDEWALK. COMPLETE -IN -Pt ACE. ,,,-SLOPE FOR C I� �C rPERMISSIBLE10NM JONf GRBACTRB AND GUTTER SLOPE TR/f(STOMIS ADJACENT TO 70 CURB RAMPS ARE INCLUDED N PAYMENT Rsrtule ADD out tER. WHEN USED N CONJUNCTION WITH STANDARD CC-3 OR CO-), THE CL*'.B FACE ON THIS StA1DARD IS : • _ . /0 O ADJUSTED TO MATCH THE MOUNTABLE CURB AD CONFIGURATION. N. GARB RAMPS ARE TO BE LOCATED AS SOWN ON THE PLANS OR AS DIRECTED BY IME ENGINEER. SECTION B-B THEY ARE TO BE PROVIDED At INTERSECTIONS WHENEVER AN ACCESSABLE POLITEWI M TH THE RILNT or ® ACCESSIBLE ROUTE 5 DEFIED AS A CONTINUOUS WAY OF A NOWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 6 E)QSTNO. PA CONrECirJCT ALL . FIRM AND ACCESSIBLE51i CUE"tS Or A OR OR AS DIT.ORERDOBBEYXISTENT. THEY MUST BE THE ENCIEER,AIl SHOULD NOT BE tLOOCATED SfRMH BE4W0 YUFCLE S OP NES AS SS� PLANS ON FACILITY THAN CAH BE APPROACHED.ENTEAEO NO EXISTING LICIT POLES, FINE HYDRANTS -DROP VILEM ETC. WILL ALSO AFFECT PLACEAEHT. uSED BT PERSONS WITH MOOCITY WPASTIA"TS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 203.07 VRGMA DEPARTMENT OF TRAfSP'ORTATION 502 755 740 0+00 750 EXISTING GRADE 740 v C23 LEN 14 SLOPE 7.00% &A 24n.CPP 0+00 CUVERT 23 0+50 755 C'! f I W N 2 -J i � I Cr s .•. N 1 , DY 750 -. _ . _ .. . ...PROP -GRADE. _. i G41-_.---LEN 11._.._ SLOPE 0.44% DIA 24in_CPP C42 -- _- -- +-_ -_ LEN57 y SLOPS 0.44X ; 745 DIA iBin.CPP C40 D0S71NG GRADE LEN 16 t SLOPE 0.447 01�4.24in CPP .'..... . i oo +� tl• v- V N U � Uto o 7401-_._ ._c1Ro��S ._ _ Mt/.. Lam O DO 06 vETC'�iv'�i? 0+00 0+50 1+00 1+50 2+00 CUVERTS 40 - 42 .... .DSO N.. N U 0 NC14 M � Ca N OO DO NU C,4 U Do +�0~ rnetr+ry�� o" eta 1O n�0o IN ham^ I h0 LX�--..V�zOe{- NpZ�Otl,� pNET N�O� IY�c • r`�CEa N N �Cr�4 N �0 ': ry CT (J) tea 44 EXISTING GROUND PROPOSED, GRADE i i 2 ! C-23C LEN I '107 j I �j *4 SLOPE 1% DIA 15"CPP DIA 15"CPA SLOPE 1% I LEN 29 DIA WCPP SLOPE ^19 GRAPHIC SCALE 40' 20, 0' 40' 80, 1 INCH = 40 ft. HORIZ. > INCH = 4 ft. PERT, 1((O-k t'X 4' WOOD RAIL tit >i' ROIIGfJ SIMN BOARDS C-4 LONG SLOPE MR W/S IU1f%M 64 C (WAim)M p POST OW BOLTS 41X 41 WOOD RAL C CONCRET(E��51I�/_�B 016,1 / A WK ccomn LA� AGAINST ABSOPPA01() •••••//" �S1/8 L • 4 'DOOR CG-6 OK RI K1 ° � EXPA SON JOINT A FOOIWG I)K H POST FOO" (11iMAK OF 4) 6' 6' SECTION A d (2) 6- coNWIE p'-p R1FD POST Zi PLAN VIEW W-0 . to I 9' ON i rDINE -DIMENSIONS Am WN 70 0141 AGES N ONOM TO LOCK GATES N OPEN STEEL TUBING � (24' LONG 3/r ROOS •' i 1 ST1lWE STEEL WM >o ALL JOINTS J 7v 6 LTlIDE _ to GRNMi _CONCRETE FDC4TNG „q 6 R0UR1 sm Qgllp YBETWEDfE�80V 'm5 316- 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 4"x 4" Post 0 1+7 Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Sol. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids, POST SET DETAIL SCREEN FENCE DETAIL QJ w vlNlgr \R J � O -I 4 z o z z o to®W� = w (J7 Y Q LI_ NIJ-" > 0 W _0 W LL O `. p 0 ti w�i10 0 rnK) O Oro rn I'7, NO -J a) N I I _ U D r_1 to O cD LD j) _E (D AA `` fir► od (D ` > d' 4 Ld .� 0 Wzc O v U U p U_ 0 d C !L i O L; }t-'t U, r) rJ-I S 13 7 O -� o �, (0 m Q) a 0 S R r+-4 n N 0 N to o 1� I OCO '�>DD0.11 rn 00 O^ • 1� rf tzD O U In "_ w Ci O Z W -0O o� d X J f- W Z U S 00 �0 O N�N O _ C9 U w Q ZW�0 W Cr. 0 W W WZ W O o i� W U V) C) W 7 O t- z O O N p = tl) O U) VN�/ w (10 O l.L < Z O 5 Z W� W J 1- LLJ W a, Ul Q 0 v (f) = (n if Q d J_ F-- O MO 00 O z 0 x C) W N o ip z M JNW 12; Cl ar 0 = U LA_ V -