Loading...
HomeMy WebLinkAbout24-04 Outback Steakhouse - Restaurant - Opequon - BackfileCONSTRUCTION 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 County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 7Z hours 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. 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 v alid 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 sh all 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 1h" 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. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and an other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, 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 VDOT s January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can e determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T, and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AA HTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15, VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Units and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 21. Approval of these plans shall expire three (3) years from the date of the approval letter. 22. CC-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman r''S H op, P NQZoO V A. Mislowsky, 0 CERTIFICATE NO. 0 0 06i4 __7 00 RE IS ED PROFESSIONAL. _ ENGINEER _r� TOMS, LLC P.O. BOX 3243 WINCHESTER, VA 22601 Vicinity Map Scale 1 "= 1000' :zI AP IL, a OUTBACK STEAKHOUSE, INC. 2202 N. WESTSHORE BLVD 5TH FLOOR TAMPA, FL 33607 PH # 813-282-1225 FAX # 813-282-9195 gilbert w. Clifford & associates a division of Patton Harris Rust 8k Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly _Suite 200 Virginia• + T 540.667.2139 A F 540.665.0493 b�7 � "per/, Ivry iJ a 9 a o- oq 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. SHEET INDEX COVER SHEET 2 St TE DEWEL OPMENT PLAN ,3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 SANITARY, WA TER LINE & STORM SEWER PROFILES 6 PUMP SPECIFICA TIONS 7 MISCELLANEOUS DETAILS 8 MISCELLANEOUS DETAILS 4 EROSION CONTROL 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. 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 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, 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 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. 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. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lone, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at oil times. 9. fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator a &4 �77/" Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number 1. of 8 WATER & SE \ SEWER ESMT. D.B. 969, PG. 1197E �9 ti� \ 2X4 MARKING FM STUB OUTS CONNECT TO EX. FORCE MAIN, PROVIDE 2.5"X2" REDUCER & GATE VALVE ICI ASPHALT PARKING �I 2' 45- EL. ---r - 1-8°x8 TEE _ 2-8' GATE VALVE PROP. FILTER MH l Z RIM= 728.92 i 2" 90' &1-- INV. IN=725.83 SEE DETAIL ON SHT 5 o PUMP STATION 0-) STORAGE TANK �I I- (1500 GALLON) �CO. AT BENS zs2 DECK 3 SCOTT A. & A. M I CH ELE ;N J MCMICHAEL 75-((A))-4 i STORY BRICK 'to ZONE: B2 --J! MEATS(CAPITAL ) CONC. 0 VANCO, LLC 1� M1 ASPH. ROAD 75A-((6))-(B)--41 \\\\ x ZONE: B2 v (MINI STORAGE) RIM=746.83 -- -' INV. OUT=741.93 `I WATER VALVE - ..�s• � I BLOW OFF CONNECT TO EX. 8° WATER 30, PRrvATE SEWER ESMT. 1-FIRE HYDRANT p.B. 969, PG. 1197 IM T¢ 311.79' a7 �� AGE N25°42'S3,>E -- TOM'S LLC INv."�"33 w' INV.=732.98 so o By.r 20' WATER ESMT 7 5 A - '- LQ - oG , 1-8 x8„ TEE ! o 1-8 "X EL 18'X47' LOADING 1-8 x6 ° REDUCER 2.0000 A C R L S �� G EASE TRAP (S S � STRIPE FOR CRO G Fps HITECT S PLAN) Z O N E: B 2! C . �F o ' o I Wf WAILK 20WATER 2-6 x45' EL N o I I _ ESMT a o C.O. 1? 2" WATER METERS LAT, -► I •-iN► V S STOP 1SIGN& BAR o 2" WATER SERVICE ! w E- 4 EWER LAT. 15 z a, S o_ STRIPE FOR a 1 1 g `-i i ASP FIRE LANE 2 -45' EL 6 RRE LI 14 5 2 o I D/W 5.17 F.D.C. 6 -90' Er 6" GATF VALVE m � -� 20 3' ; Q � � m� IE 0 WATE rn T�'> -- 9 ESMT w D y UNDERGR UND Q} oo ?IS ( _� LE SERVICE INV. =�26 19 s P 0 2p WATER SERVIC 1 ( a I N C� ' I �� Gt 8 ' 36.3)t' ! III 22. 20.00' m� 12 rDi, Tnl 20.00' / 5' WIDENING 20.00' 22.00' 20.00' 20.00' 22:00' - 1 POLE MOUNTED HAN PARKING I -»--... INV. 725.10 SIGNS INSTALLED PER VIRGINIA a u-� 00 - CD z \ STATE CODE SECTION 36-99.115.50' ' Fq [ (FIVE REQUIRED) 6 cO I I i 1'2 1 '� All; J C! S` D PH. i49.3 i i jA i I 2.04 I 2s. 13 _ '1140a 7RAPH/CSCALE 0 30 60 �I I ( IN FEET ) 1 inch = 30 ft. MARY ELLEN NEFF 75A-6-12A ZONE: B2 USE RESIDENTIAL 1-FIRE HYDRANl`ASS'Y: C U) y ♦ t= ��' 1 VDOT CG-12 00 ` >; ASPHALT II 7. O' ] 7 00' n c'sr ����a -DO ' PARKING �I 1 ]J, r / j {J S RIPE FOR FIRE LANE ii 7 I sue' t i � ` r1/INV.=722.72 J _ o�, o of 1 °. 0-1 8.0 8.080 8.08.08.0 p R s o o, ASH. ! I! 1( I ! 0 WATE 4... �.., �P 5 0' O c� 5.0' TAPER DOWN TO :T ROD _ z ESMTca o PAVEMENT LEVEL �- 20' ORAINA , Q�,\ C �- __- -.--- 20.04 34.00 4iP OVER 17 FT. SMT 1 \ y ASPH. Ii p '�� IX 30" CMP TO BE REPLACED D/w I. 1-8 GATE VALVE 4 a '` 9.0' Ex. �/1 > / INV. 722.04 6' D14 MH-1 W TDI-7 T( 1-JT 8" PVC SOR21 WATER MAIN I T " 1-8° PLUG AT R/W C-5 h I J _ C' ) PROVIDE �:. 1-B.O. ASSEMB�6A) EX. SIGN TO Q i%/ \�\ 10' DRAINAGE g CG-11 0 0 `E) f r \�� - " I � a MARKER 4 c f \� BE REMOVEelf 16 GMF ' 1 - INV OUT= _ _-� ��q �° .1_ `�RiGHi;P& OUT .� _- c 2 1.17 RIM728.67 --- INV. =7 26 " 22.87 = ,.. � ., ___.. _..... 8.{�f INV. IN=725.07 6 ENTRANN. CITY OF VVINCHESTE-- _ -726.87 72 .20 I V OUT- : � �` LEM PROPOSED CURB & GUTTER ------------------------------------ PROPOSED CURB & REVERSE GUTTER ----------------------------- PROPOSED STANDARD PAVED AREA (8' 216/2' SM 12.5A)---------------- I PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/1.5' SM-12.5h)--- PROPOSED CONCRETE AREA ---------------------------------------- q • .?.t .21 �. a• _ :: : t PROPOSED GRASS AREA ---------------------------------------- PROPOSED EASEMENT AREA ---------------------------------------- - ZONING BOUNDARY ----------------------------------------------- ZB UTILITY PEDESTALS ----------------------------------------------- EXISTING STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAIN ------------------------------------------- , EXISTING WATER MAIN --------------------------------------------- PROPOSED FIRE HYDRANF -------------------------------------•---- PROPOSED GATE VALVE & BOX -------------------------------------- -if7i - EXISTING SAN. SEWER AND MANHOLE -----------------------------_ _ PROPOSED SAN. SEWER AND MANHOLE ------------------------------I- PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ E PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ T PROPOSED GAS SERVICE ------------------------------------------ G U.S. ROUTE 11 VRES SAWCUT EDGE 2' PROVIDE TACKCOAT VanFs MILL 6- 1 1/2" JOINT -A 1 A / 1 PROJECT SUMMARY TAX IDENTIFICATION NUMBER EXISTING PARCEL AREA DEVELOPED PARCEL AREA ZONING ADDRESS CURRENT USE PROPOSED USE DISTURBED AREA SETBACKS REQUIRED 75A-((6))-(B)-41B 2.0 ACRES 2.0 ACRES B2 VALLEY PIKE VACANT RESTAURANT - 2.0 ACRES PROVIDED H 0 p00 N 4, Q o Z o = j_ � O o a z ° w d�x o w N r-r�Ow�w � Z Uj o w o Uj FRONT (US Route 11) 50' 86' 0 Q FRONT (Va. Rte. 839) 35' 149'+ p SIDE 92'+ REAR 98'+ tj ui PARKING 5' 16' Q,Z U N BUILDING HEIGHT 35' (MAX.) 32'(+/-) 000 O_ � m_ X o V) z V) V d L "r GROUND FLOOR AREA 6,740 SQ.FT. 1 � Q NUMBER OF STORIES ID N FAR ALLOWED 1 O w CO FAR PROVIDED 0,077 cn U 0 c� MINIMUM LANDSCAPED AREA 0.30 AC. (15%) z Q O N -0 � a)M LANDSCAPED AREA PROVIDED 0.669 AC. (33.4%) V) U a Q v > o PARKING REQUIRED PROVIDED o L2 Uj U o 06 J N Sri n m M e, STANDARD SPACES (1/100) 62 131 (n w p o �.� (D M CD M HANDICAP SPACES 5 5 o W� y C w pro• 'T `n `� LOADING SPACES 1 1 (12'x45') N p C.-> o � TOTAL SPACES PROVIDED 0 137 W Of Q M W a- H LL .� PARKING LANDSCAPING W Q N o PAVEMENT AREA 51,229 S.F. a ` m PAVEMENT TREES REQUIRED 26 0 1/2000 SQ. FT. ¢ M PAVEMENT TREES PROVIDED 28 = INTERIOR TREES REQUIRED 119 (01/10 SP.) INTERIOR TREES PROVIDED 16 r7 N z p TOTAL TREES REQUIRED 39.6 �.• � TOTAL TREES PROVIDED 44 M LC PARKING LOT LANDSCAPING REQ'D. 2561 SO. FT. 0 5% n. W PARKING LOT LANDSCAPING PROVIDED 3,343 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. EX. EDGE OF 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. PAVEMENT -f T� 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA VDOT CG-7 AND A117.1-92. 1 1/2" SM 1 .5A 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL *CROSS SLOPE= 114'1' 4" BM 25.0 FEATURES EXIST. OR MATCH EX15T/NC 8" 21 B EXTEND 21 B 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE WELL COMPACTED SU96RADE 1 fT. BEYOND MCI( MARSHALL REQUIREMENTS. OF CURB 6. ALL UTILITIES TO BE PLACED UNDERGROUND U. S. ROUTE II WIDENING 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 4' SHOULDER 10' MATCH EXISTING PAVEMENT PROVIDE SAWCUT EDGE AND TACK COAT. K 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. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE - AND SECTION 304, USE GROUP B(BUSINESS), OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 w U.S. ROUTE 11 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. nL'Lj 11. NO OUTDOOR STORAGE PROPOSED. O 12. RRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. LLJ C, THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF MILL 6"xl 1/2" JOINT u? THE FIRE MARSHALL. 13. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 303 GROUP A (ASSEMBLY) OF THE INTERNATIONAL PAQ� BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS EX. GRADE 1 1/2" SM 12.5A I 4" BM 25.0 8" 21B 19 -. �-. CRO55 SLOPE= 1/4'1' OR MATCH EXISTING U. S. ROUTE II WIDENING N-724.92 - - -.. _.-.-..- .-.. ... - w- - , _a_ . . EXISTING CULVERT TO BE 4' SOLID WHITE LINE Is ENING ,,: WATER TRANSMISSION MAIN GR V. SHLDR. HISTORIC MARKER 11-A � ��--" " 10' WIDENING GRAY. SHLDR, REMOVED AND REPLACED -- - ---- -- - U S. R U TE 11 REMOVE EXISTING " - �- o WITH 18" RCP o 301 F1, TAPER STOP SIGN & PROVIDE 310' MS-lA CG- VALLEY PIKE (POSTED 45 MPA) ADJUST GATE VALVE BOX TO y MATCH PROP PAVEMENT GRADE 100' TURN LANE o DRAIN G A - - - STOP SIGN &BAR - i . , - - - -- - ALL EXISTING SIGN TO o RIM = 726.63 ----- � -•--, �� - - - _ _ _ () --► - - �..-�n"� .RAISED MEtiIAN (To $E REMOVED)- RELOCATED QS °DIRECTED BYVD�1 FULL OF DEBRIS w - - -- _ .-TO- BE REMOVED_. _- - .M, �'° VARIES ) ASPH. -- G -_ ._... (R/ ROAD TRIP GENERATION ITE, 6TtAEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WWOULD GENERATE 795 T.P.D. = USE CODE: 823. V) LLJ FIRE LANES REQUIREMENTS: W Fire Lane markings and signoge is required at all fire hydrants, fire department n connections,rons, curbing not delineated as parking, mg,and all normal and emergen cy y Z access points to the structure. The contractor shall coordinate with the Fire O Marshall to ensure these requirements are satisfied. Q Z H O 150.16 DF SEPARA110N PROyiDED_ _ - - --- - G -- -- _ „ " "? 209.76 SEPARATION PROVIDED -► - orf WAIVER REQUESTED _ - ---- - nr - ( o ( ) � __ -- -- -- � _ _- ry1--_--_-a -_-_--4---DASHED WHITE LINE � f- 4' SOLID WHITE LINE Q I' O - - _ - _ _ -- -- - . _ 4' SIDEW S TO PROVIDE ACCEESS -.- -- - �- � Lj- PROI//DE CG-12 HAND/CAPPED --TO.711STORICAL -MARKER_FROAI-PARKING_ ACCESS RAMPS / D/ ECTEO BY LOT. ADJUST WALK LOC-06� AS `_ 14DOT INSPECTOR. 450' SITE DISTANCE 450' SITE DISTANCE cRAv. sHLDR i - _-- • - NECESSARY SHOULD SIGNS MOVE WITH - EX/STING SIGNS TO BE RELOCA17F,0 (3.5' EYE TO 3.5 OBJECT) (3.5' EYE TO 3.5'OBJECT) ROAD WIDENING. AS DIRECTED BY VDOT INSPECTOR. s Culvert Summary Outback Steak House Storm Inlet Summary to Cul out Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv, In. Top Elv. Type Throat INV (ft.) H(req'd) 1 717.82 717.25 102 30 0.57 RCP 1 717.92 717.82 718.82 721.44 6' DIA MH-1 W(TDI-7 - 3.62 3.62 2 718.67 718.02 130 30 0.50 RCP 2 718.62 718.67 0.00 723.96 DI-3C 10 5.29 5.17 ROUTE 839 17, III 3 719.65 719.38 36 24 0.75 RCP 3 719.85 719.65 720.60 724.35 DI-1 - 4.70 4.67 , 4 720.05 719.85 26 24 0.75 RCP 4 720.30 720.05 0.00 724.81 DI-1 - 4.76 4.67 VARIES SAWCUT EDGE 2 5 721.87 720.30 157 21 1.00 RCP 5 722.07 721.87 0.00 727.16 DI-1 - 5.29 4.42 ITCH EX. CROSS SLOPE OF PAVFMENT PROVIDE TACKCOAT 15' 6 722.24 722.07 18 21 0.94 RCP 6 722.44 722.24 0.00 727.63 DI - 36 6 5.39 4.42 M5-1A SAWCUT EDGE MILL 67xl 1/2° JOINT 6A 723.24 722.44 80 21 1.00 RCP 6A 722.44 723.24 0.00 728.67 EX DI - 313 - - - EXISTING PAVEMENT W/CG-3 PROVIDE TACKCOAT 7 721.50 720.60 50 15 1.82 CPP 7 723.24 721.50 0.00 725.26 DI-1 - 3.76 3.72 SURFACE 8 722.41 721.70 72 15 1.00 CPP 8 722.61 722.41 0.00 726.68 DI-1 - 4.27 3.92 - - - - - EX. EDGE OF :;�:�;` " � i 9 723.48 722.61 87 15 1.00 CPP 9 723.68 723.48 0.00 728.33 DI - 3B PAVEMENT �8 4.85 3.92 VDOT CG-6 10 724.35 723.68 56 15 1.20 CPP 10 - 724.35 0.00 729.00 DI-1 - 4.65 3.92 - 1 1/2 SM 12.5A 1 1/2" SM 12.5A 11 719.33 718.82 51 15 1.00 RCP 11 719.53 719.33 0.00 724.34 DI - 3B 6 5.01 3.92 4" BM 25.0 CROSS SLOPE= 114 1 ' 4" BM 25.0 12 725.13 719.53 123 15 4.54 RCP 12 719.53 725.13 0.00 729.19 DI - 3B 6 4.06 3.92 8" 21 B OR MATCH EXISTING 8° 21 B EXTEND 21 B 13 729.33 725.33 123 15 3.26 RCP 13 725.33 729.33 0.00 736.41 DI - 3B 6 7.08 3.92 WELL COMPACTED SU82ADF 1 fT. BEYOND BACK 14 735.95 731.38 23 15 20.00 CPP 14 731.38 735.95 0.00 742.00 MH-1 - 6.05 3.92 OF CURB All CPP Culverts to be Grumpler Smooth Core or equivalent U. S. ROUTE I I MEDIAN ROUTE 839 WIDENING SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 14, THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC UNLESS FIRE BARRIERS ARE I THAN 5 000 S . FT. PER FIRE AREA. INSTALLED TO CREATE LESS Q 15, THIS BUILDING SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC..) 16. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN. EXTERIOR LANDING. Fim O n' 1A/ A TF P fm BUILDING DIMENSIONS (1 "=20 FT.) LE W W U O Y D U U W p Y W 1AJw Y U Dw cr aO IL 44- 00 Q o 0 0 = J CL N Q w w o Q (n U) F- Fn z O Q d' U U Q O Z Z Y Z OD 0) O 3 U w z �N J i +F'?L ASPH. ,r X�\ BOLROAD � Box ,r A-1 30' WA TER & SEWER ESMT. D.B. 969, PG. 1197E --`-`- - n..^"" - ',az ___,ter s'" i I� '� -MEET/ H i wATER U rv� f •2� - `�, + l i EX. ARBA GUTTER + ' --- 0W OFF _ _ - - � !i' 4 � r - ------------ ----'- -- -- - -- -- -____ �f ESMT. ----- -_ ___--'------------- ____ , - - _ 30' PRIVATE SEWER ---- - ----- - ----_ - ---- -D:B: _ ,�� -969 PG: "i797 -" ,r REQ'D -- - 2X4 MARKING----742-- FM STUB OUTS 736.0 r , 4 1 1 .I I 9.00 - v. _ \. 720�� 31.00 �3 ASPHALT ij ►� 730 PARKING II '-°730 333 ^ 731.00 _ _ r I 72 .56 �., 9.1 2984 130 + 728.66 729. 9 00r,, 729.37 �j 30.03 - 72 . f 7 8.8 7211.711 729.31 73W 7 2 7 29.7 729.40 31 7729.6 {8.28 5 8, _ - - - -1 � i'• r _ I _ - 1 ASP 29.82 1' - 730. =.729.30 ) J ` 73 .24 D/W FF ELEV72950 �730 1; 729.65 i 0.)Q Dy IP m r C4 B STANDARD DI TCH SECT/ON Ditch Detail Summary Ditch 1 Length(ft) 156 Channel Slope(%) 0.83% Ditch Type Trap B = Base Width (ft) 2 SS (x:1) 3 d = Depth 2yr + 0.5(ft 1.3 D=Mimimun ditch depth (M 1.5 Lining Type GRASS W = Mimimum lining width { 13 Anchors per sq yd NA 2- Year Vel. (ft/sec) 2.21 l L/1t'V/NG, W W A V) J\ _j o �w z cr O o w ZuJ O x m 00 U) Q Wv- dw 5Wz , � wpw W 6 o w a OV p � 00 N W � � o c0 v vi CY) 00 0 a v o m V) � N U s a. U) _ Cr Q m a b H Cfj V N N W C/� O a U) N Cu OQ a� C � TM �0 0.) >No w v o ad a a)'� `c' c0 W C L j � (0 C0 O �.D j C W v�� a >_ c r Lf) U-) L. W NLLJ >0� aD O = -�- r- Z (� O m 4 m r---1 a+ ' aw DECK Cn ;r\� 17 , - IRFCD r+;' I I 0 2 ° 7.358:6 r 1 O� ?�7,35729.30 ; C 9.30 728.10 1 STORY (T1� ' 727.92�t BRICK u, !'726,84 26.94 H. i ` 28.67 i % /' I D W :: ? 26.00 725.72 r ; :7 9,00.: 728' 8 :' 2 .6 0 li t I ,I t ! \ 728.47 Z 72 00.727. 25 726.10 ASPHALT I I } r 2 .55 25. � I� \ PARKING + r 0 + s 72 .4 6 6 4 725. 725,60 725,47 , 728.64 5 L 728.4 728 - z 724.3 --- - _ 728.48 - __ __ 27 73 t I + ' IP , AS H. ROD �l J w�aw 5.15 f 728.11 __-__ f ASPH.!l _'+72Zs3 2 .14 72 8 -_ 725. _ ___ ..__. ' - + ,j723,85 EX. 30" CMP TO BE REMOVED + 728.6 / 728 2785 REPLACED W 30" RCP 717�4 D/W 728 .3 113 IF 27.70 07 724,i i 1RFCD 727.5 �I I 727.95 2_- 725.15 r i.___+ , ' lRFC IP 728.49 _ _ 26 4 726.1 7.P-5.74_____.__ _ 724.97` 72�42 ,-,- -:---7_3726.-�S.F F_ ----^"""-- - MEET MATCH S�F SF 722.4 721:91 1.99 7274 71.28 MEET &IMATCH S EX.PAVM-EX. CURB GUTTE� 1( l'1. 720.99 10' WIDENING ASPH 4 , EX R _ AISED MEDIAN=4-60 ASPH_ ASPH = "-- ROAD -,_- .- _ ` ROAD \ law EXISTING STORM DRAINAGE & STRUCTURE ------------- ❑ PROPOSED STORM DRAINAGE & STRUCTURE ------------ PROPOSED CURB & GUTTER ----------------------- DRAINAGE FLOW ................................. EXISTING GRADE ......... PROPOSED GRADE ................................ PROPOSED EASEMENT AREA ----------------------- - - PROPOSED SILT FENCE --------------------------- SF CONSTRUCTION ENTRANCE ------------------------ RIP RAP CHANNEL LINING ------------------------- SILT FENCE INLET PROTECTION -------------------- Ip SILT FENCE OUTLET PROTECTION -------------------- Op ROCK FILLED CHECK DAM ------------------------- TEMPORARY DIVERSION DITCI------------------------- GRAOH/CSCALE 30 15 0 30 60 ( IN FEET I inch = 30 ft. W .J 00 W W W �- Z 00 Z 0 0 Z Z W W J 0 W W H D U 0 54 Y Z D U W Y W W W U U U DW 7 O It w 00 O O /•c[ O = J w CL Q- � Ld W w Q a V) W . Z W .O Q U U < O Ljj Z 00 z Z Y 0) ZiN W _ L1 U u- r- ��' f� t'I�°.`d'K'hiiher y a �.. 'u ., . —�_ 5� PTE R�11��P Pp 63) GRiO 30' WATER & — SEWER ESMT. D.B. 969, PG. 1197 oorveTF' SEWER ESMT-\ 11 r.::� 0]JOIZ.4 ~ . 1W.16- or 5LVARATION PROVIDED ► 209.76' SEPARATION PROVIDED ...� (WAIVER REQUESTED) i► ASPH. ROAD � I 36.34' ►ENING ASPH. ROAD GRAPH/CSCWIF 30 15 0 30 60 OV FEET 1 inch = 30 ft. 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 EDGES LIGHT POLE LIGHT POLE BASE HAND RUB FINISH ON SURFACE OF CONCRETE W(fH COVER PLATE AND FILL IN VOIDS. , .j�l .�I�(. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. PAINT kll II.I, BEARING GROUT YELLOW ABOVE GRADE �° �I ANCHOR BOLTS FURNISHED I. • 3'-0' ( WITH LIGHT POLE. BOLT SIZE FACE OF I a� PROJECTION AND BOLT CURB GRADE y- -L , CIRCLE PER MANUFACTURER'S i RECOMMENDATION. 8' GALVANIZED GROUND I..+ IF IF-1 l'-8" 0 CONCRETE BASE = ROD. BOND 10 POLE. — I - =_= 11—I i_ I LI =111— P.V.C. CONDUIT AT 2'-6" #3 STEEL REINFORCEMENT ILA BELOW (GRADE TO PANEL. �J �=�i TIES ® V-6° O.C. `D ' #4 STEEL REINFORCEMENT 1=i I °- 01 — NOTE: BARS (_ �1 _ 1 ALL UNDERGROUND WIRING III `III=' TO BE IN NON-MEFALLIC CONDUIT _ a I41T I NOT TO SCALE LIGHT POLE FOUNDATION DETAIL W OA V Cn a p 4 ;z O o Q W c a �0W r A. oQ n o CL 00 d W tG g r Z 1v cQv 0 c>n • U m r "� W rn ca Q a) o O N z Cl� N -c 0 c °' M rn U Q v j It J C) CV O W U 006 a � � cnCn w � c cn c� o �.� N c w � 't Q �-0 F- LL. C" e� N L* U o • L _ 3 Z o m --�- �, c . r..� a W + LIMIA KAD 40OW MH 4—FIXTURE MOUNTING HEIGHT-20' aL LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HOGHT-20' So ooa LfiHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ALL BMW LOT Wq(iURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED UGHT FROM THE MORE IS NOT VISABLE FROM OFF-SffE. Prune codominant leaders Prune rubbing or — cross branches DO NOT stake or wrap trunk unless necessary Remove all togs and labels Cut away all balling ropes Remove top of wire basket Widen and score hole wall Remove container and cut circling roots 9 container —grown, or as much burlap as possible if field grown DO NOT prune terminal leader or branch tips .-----Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3' mulch kept away from trunk Soil well to contain water o: UNAMENDED backfill sal 44. Partially backfil, crater to ¢, settle soil, finish back9ling 4 ea for water drainage Leave solid sal pedestal — do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no soots 19"'A►YM'1►RK0 1ADIUM COMMON NAME SIZE AT TIME OF PLANTING SPACING amm o PIN OAK 2' CAL 0 6' HIGH AS SHOWN 22 RED MAPLE 2' CAL A 6' HIGH AS SHOWN 22 HETZ HOLLY 3 GAL CONTAINER 3' O.C. 99 SEEDING REQUIREMENTS 4L DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. C IF- W D o Y Z � w D 18 U Y C/) W �8 U Q Y M W Ir O a �t O � QO Q N M 0O Ix J &II OL r Q W F— —r ta W U o Y) U) 0 o� zp z Z 3 U OD Z0) ig h 0 a U ils V— __ _. 1 _ _ - __ __ � -I PUMP STATION DATE LWL - 721.60 HWL - 724.33 �j PUMP INV = 721.90 PUMP TYPE - E - ONE GRINDER PUMP AMGP PROVIDE DUPLEX PUMP STATION AND THIRD SPARE PUMP IN STORAGE CARTON. PROVIDE REMOTE HWL ALARM AS DIRECTED BY OWNER. PUMP CONTROLS TO BE MOUNTED IN NEW CONTROL PANEL. MOUNT WHERE DIRECTED BY OWNER. 740 _ _ ._ ___.-_- -_ . _ ._ __ fi E ! �` EX. GRADE I @ tL 735 _ ._ PRIVAT, FORCr_ MAW j F s9 I PROP. GRADE @ CL 730 i 0 ; t 9'L O 0. i `� 725 .____.___. _I___.__._.. _ 1.5 .MIN.._ _. ci Y L Q v ~ i= w U ! W U (n Q0000000000 F W W Cn p w Z z i _ w 0:: ; O p cr_ I I X x , U' x IN 00 (0 ! W' t ;o r O ' W t t0 cfl O t ;+ 0+00 0+50 1+00 1+50 SANITARY SEWER FORCE MAIL\ 4" PVC SDR 35 INVERT OUT I j 725.67 COARSE MESH STAINLESS STEEL SCREEN SECURED WITH STAINLESS STEEL BAND /1-4" TEE ONORMAL WATER LEVEL CATCH BASKET ON INLET FINE MESH STAINLESS STEEL SCREEN SECURED WITH STAINLESS STEEL BAND INVERT=721.60 FILTER MANHOLE 00 o 0 � 0 0000 r- r- O 0; N ood C6 oo6 ONO 006 N w w w w w w w w w 0 0 0 0 0 0 0 0 0 ►- �- I- I- 1_- I- F-- I- �- Q m F_ Q a aZ Q J F_ F= -- 3' Q ~ w 13.5' -- 8' W 2' w ►- C/) U a Q w Q W n O W � GREASE TRAP B TOP ELEV=727.67 PUMP STATION 4" PVC SDR BOTTOM ELEV=721.25 TOP ELEV=726.58 21 PIPE INV IN=726.5 BOTTOM ELEV=720.00 INV OUT=726.33 INV IN=720.50 FILTER MANHOLE INV OUT=725.83 BOTTOM INV=721.60 GREASE TRAP A INV IN=725.83 TOP ELEV=725.33 STORAGE TANK INV OUT=725.67 BOTTOM ELEV=720.91 TOP ELEV=726.74 INV IN=726.17 BOTTOM ELEV=720.16 INV OUT=726.00 INV IN=725.50 INV OUT=720.67 INVERT IN =725.83 FOR STORAGE TANK AND GREASE TRAPS (SEE DETAILS, THIS SHEET) SANITARY SYSTEM DETAIL N.T.S. 2" PVC SDR 21 SLIDE FOR QUICK FORCE MAIN DISCONNECT (TYP. 2 REQD.) (TYP. 2 REQD.) - r--E-ONE AMGP. 1500 GAL ______ TANK 1 1/2"X2" REDUCER II LE -ONE AMGP. 2" GATE VALVE W/ BOX (TRAFFIC BEARING) (TYP. 2 REOD.) PUMP STATION PLAN �✓B.S` s- M MUMwood PAte PRECAST - • vn 1 ------------------� � 1 - � 1 D�Lmr ar 1 � E-----------------__ �. in AMR xv ioi >Ilca COMW -� .eotr�tsered 14• x 1 Si• D E dxm m gar � AJI, t { A ` Prac wt Concx w Same Tanta cmymC TYi1e 1 P QXXreta aW PSI Jilin. 28 days sows HOW "m Fiona" �. c� - � Ei A Ek'� MENic�i � [�'d ®tom E'er %3 B}k11E 19' 11' 15.4' SJY 8.5• sllae - jrr�e,7S'uI+aler1asisNote. 18.5 tr 7.75• SJs' PLAN VIEW soe�>so In" �aeulo 84" U►1IB03,t ,• r>Fwa s oav><Qa Dlato. naner vxxr 4" 'IIDQC 4M Pon, I/BAMM TAM SECTION VENT TO BUILDING ovaa OBTAIN APPROVAL OF SHOP DRAWINGS FROM LOCAL OFFICIAL PRIOR TO ORDERING GREASE TRAP 1000 GAL GREASE TRAP (Quan: 2) N,T,S, 1 3 4 5 6 6A ! I 1 f PROP. GRADE @ L'�- F i i - 4 ; 6 A 725 � �_ , f .- 5 i ; i C r , � f _ 1,00 %____-._ _ 115 ;. 1.5', MIN RCP 1 r, , 2 : s CLE R -i30 R _ 26'' ! CP , 50 %4 102 ' @ 0 � IN 21 1.5' MIN ; @ 0.75 % !@ 1.00 AR " I t i;L ; I- � CLEAR @ 0.57 CPS 6,i _ PP , I R i 3 3 0 I W } � � '• � � ®4" 7 !ADJUST � i 2 CP } c� x x N r , W W w � M� F : ADJUST EX. UTiLITES TO _ o � � � II i PROVDE 710..ADEQUATE 11 1 R I CLEARANCE i � II z o � `• cr -} o z z �, I , a. i j •j t d , i 1 t , O i Q UN,UC.) � N h i d- M ;Op h Opp � m Cn 6 •- _ wNh ►-- I �,,�N!`'i-- I ' 4h Ili;m aoh II CL C) � tl� 11 ZZp j s��hz Z i00 �Z� � Q�� If O�r`z� 'MNtN� I) � ai .= If � O O� z O �+'' { OOwjjj Oo00tl apt- - 0� c3i moz �+oz;zz rr+o? > �+o>j i O-jj; ? i �+oj� `o`to--j j -- � d�F-Z Z �ZZ i CC+Z'2 X-F'OZ Z d N a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 IX. -GRADE @ CL I , t f ` ' PROP. I GRADE; @ CL s sv uj 725 �_..__ I 1.5' MIN < cLEA� i x W r .J .. > I__._.. U ; Z o0 I ZO X U I 06 � Q � { Q U oo co CL j n < C) '. 1 00 i0 h O o o 0+00 0+50 1+00 3 7 8 9 10 i 735 I i i EX. GRADE @ CL__ j , f 730.--_..._____I__.___._. i i RQ__.. GRADE__. CL I r , 725 pp C �7 72 ' r 1.5' MIN 50 ' 1.5' MINA 1.00 CLEAR , � r a, , 720co 15 � x (a f 00'- N yS �.�U OLj J U�� +� � V00 ru� �pO<D(n cphN MCO� �tOr7 ON _ M�Oh r7ro� _ Or_ op�hpoohr..�ll I %NNh� I �hlll ! j� pNp�Ill I � ohh� �N� a_O II ZZO a_ai II zQ II �O ' la wr,j II O 0' w��' +Q�r�- > ���•�» ENO->>OOa->> op f10E-ZZZ arpF-Zz±H.ZZ ;aN�ZZ '. CL_ 0+00 0+50 1+00 1+50 2+00 2+50 STORM SEWER PROFILES : f i � CSDR Z W 1 WA TER' MAIN M ` I F y 720 6 7 7 7 715 w Q J Iq �Wz QJQ � 3z r-> N r- Z � O G) r.. N ,F. C I EX � GRADE C i I X N` Z CROP GRADE ....@.._CL� i o > { FF ELEV I! 729.50 8"PVC SDR _ Z -2-1 WATER C7 1 t_� : MAIN M U f CLEAR -1.5' MIN w' CLEAR 1.5' MIN j v: . _ ..CLEAR .. __ . _ � _....... o I } v I a ; po I ' Io 6" 'PVC ; m I > i } cv { Q �I SDR 21 w w ! '�' ; o o _..;_.._Ld s X WATER 4, _ .. °° _0°. z. -._..Q Q ..,.- i ¢ ; w i coMAIN ! o > z U' V) 2-1 O i ! ? W (n Z j 1 Q U I ( 1 ; Q I O j� Q O x j O M; cfl E- O O Lq Q ;Iq cn u'i ; op i cti , I- a o 0O s w cfl f , rn t e-:�m or ! � cow o j ! N I N I M t p i O r+- 0 N ( N 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 WATER LINE PROFILES � x h i.0 I i j Q 0 00 00 � i ! m h !� II � O II zZ0 4 �OZZZ �OIG- 0+00 0+50 1+00 735 730 725 J Q LU w CL LIJ ry 0 1+50 2+00 2+50 3+00 3+50 C 14 23 20.02 5" RCP rn O � o r` h � Ito d j a (n 0. (n J t= W U � Z � U U Q � Y U W p Y W o W U Q Y w 0 0 a 735 730 725 J Q LU w CL LIJ ry 0 1+50 2+00 2+50 3+00 3+50 C 14 23 20.02 5" RCP rn O � o r` h � Ito d j a (n 0. (n J t= W U � Z � U U Q � Y U W p Y W o W U Q Y w 0 0 a �I 0 w� � M W < N � J CL In Q w� � � Q •• w (n 0 � � J Z Q Q� U c cc r, Z Z Y ZO�i �? 3 U � w � _ -wiN 0 o C> � � AMGP General Applications Theintemalchieckvalveassernbly The Erivironment One After Market located on the grinder pump is custom - designed for non -dog. trouble-kee GrindwPumpis engineered operaliam to fit into virtually any gd nder pump wet wed. Lkliversal d . esign allows emy Units are available with a number of discharge hose lengths to accommo- The AMGp is a compl#L. replacoment daite a wide range of existing tank slide raft, pumptirnotor, float switches, piping and motorcDftd dev1W. Motor General Features I hp, 1,72-5 rpm. high torque. capacitor start, therrilally, protected, 120124OV. All solids are ground into fine particles, 60 Hz, I ptme allowirg them to pass easily thlrough /r+ Connections the pump, dledc valve and small- Pump discharge terilydnates in I I* diameter pipelines. Even objects not normally found In sewage, such as inch fernale solved weW fitting; plastic, rubber, fitler, ;;;�, etc., am threaded adaptor is supplied and ground into fine particles. discharge can easily be adapted to I nc Discharge for rrilinimum weartD the grinding The AMGP comes complede witha gpm at 40 psi... (92 D.. self-contained level control system, 9 gpm at 60 psig (138 TDH) dmkmdng troublesome float switches. The grinder pump is automatically Ovoload CapacRy adivatedand runs infrequordylbir very The maximum pressure fiat the pump short periods. The annual energy can gerwato is limited by lhe motor consumption is typically that of a 40� dwacWdsdm Thel motor generates 8 waft light bulb. pressure well below the rating of the The I 1/44nch slide face, discharge piping and appintmances. The aliAo. matic restfeallizire does not require connection is adaptable to any wdsfing umu Fargo ° • ;r1 S!A'PL'Y CABLE ' ELECTRICAL QUACK . DISC(CT NEIAA 6P (EQD)`_ —e DISCHARGE . SLIDE FACE . QUACK- DISCONNECT. ' ° LIFTING HARNESS (NYLON) CHECK VALVE/ . j ANTI -SIPHON .VALVE SENSING BELL - SS STAND scs CM 's-M-01 B us AFTER- MARKET May [Ckm-]. CA-M-I is 2 f AFTER MARKET GRINDER PUMP. EXISTING PIAAP STATION ELECTRICAL — QUICK DISCONNECT NEUA 6P (EQD) . . el tme EQUALIZER — LIFTING ROPE --- (NYLON) DISCHARGE SLIDE FACE QUICK DISCONNECT FLEXIBLE DISCHARGE HOSE (AVAIL. L = 48'-120') G. MUSH ROM VENT ' (IF NOT EXISTING. AVAILABLE "STATAN ACCESSOR ION MUST VENTED EXISTING ',IUJNCTiON BOX ,.—EXISTING DISCHARGE FITTING AMGP INST CAN EXISTI LP T ANTI -SYPHON CHECK VALVE • ASIA (GL ASILL ACC e I NG' 0 ALLATIONS OMODATE TANKS 160, ; 30.0' EXISTING—/ INLET FITTING PUS STAR (316 SS) 5EC I -POSITIVE DISPLACEMENT TYPE Ply . DIRECTLY DRIVEN BY 1 HP MOTOR CAPABLE OF DELIVERING 9 9pm .AT 138' T.D.H. NSF (34 Ipm AT 42m T.D-H-) 60 scs CAff 01/10/02 a ans DR BY cwco DATE . ISSUE I SCALE TYPICAL DUPLEX AMGP INSTALLATION FLEXIBLE I DISCHARGE HOSE (AVAIL. L = 48'-120') 1 ADAPTER (INCLUDED) 'EXISTINGJ EXISTING DISCHARGE DISCHARGE FITTING LINE EXISTING STATION WALL . 8`1 SLIDE FACE ASSEMBLY top of manhole at grade in pavement areas unless otherwise directed 1 (top shall be set 24' min. above grade in easement areas) square skid pad 6' thick — 3/4' x 2' butyl joint sealant a 3/4' concrete anchor bolts (4 each) 35' max. ' adjustment rrinS (11` max.) I 'a. concrete ASTAAG150 4000 psi"(typ.) waterproof coating GS-55 by Conseai1-nominal size RV30 butyljoint sealant applied between joints and on exterior side of joints joints are to be sealed with'0'ringgasket I.D. — pipe to manhole 5 connection to be by flexible sleeve Invert channel to provide a smooth transition in to out, 3'-0' min. for all connections a' '-� 2'-0° max- 4'-0' max. !r estop of bench -wall precast invert or grout same elev. as bottom to form channel �' ''� - }? < D/2 x; "-; 6, top of pipe i 8. 6' bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. if adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised PRIVATE Oct 2003 R finished grade 8" 1 VALCO, Inc Fig. No. 71BOB with kd marked v[�v - SEWER bottom Iction of box I SDR 35 gasketed bell wye sanitary (see note): sewer main SDR 21 cast iron cie rout cap with brass /plug must be 8' from the top of the screw type adjustable box square concrete skid pad 20"x 205c 6° deep cast iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 SDR21 - dearout pipe brick base SDR 35 spirggot by -,SDR21 gasketed adapter �= SDR 35 gasketed j--'bell 451 bend \--- 6'stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45° bend bell adapter r (see rote) R`�� WK:♦ .fA '\\_ minimum i r SDR 21 gasketed SDR 35 8'x4' pipe and fittings gasketed bell wye SCH 40 (see note) solvent weld cap property line location marker stone —k A 4` pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep 36' min. cover treated 2 x 4' with - top 6' painted green Note: If top of maim is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL PRIVATE 18" W ® � IA p, —I 4` z Owtw n z7Z ® iN r w z W , maw LI_ Sp 00 C� W r fA 14J O " ` cn 4 Ma n N Z c w Q-® M °D (2)) rn 1` l!i U O � f CO qJ w W C v rn (s, co z® $-4.0 c w s 0 vo IL r-4 N tri � T VY + Z 0 0 t� � V• • F°'°� IL W 5 L O ® wl� 00 N a C LO IL t5 U) 0 V) fin J O:3 Z r Q 00 cc r z z Y OD Z LLd 3 U _ I*- LLJ Zi 04 a a 0 W V- s�:ar'�� �� ___ _ ,� a %i #.��lf _i {.'r , „� __ ___L _ __ 4'-0"x7'-0" HIGH ACCESS GATE ' W/ 2x2x1/4" ANGLE FRAME AND CROSS BRACING- PAINTED 8" CMU IN THIS AREA LINE OF MAIN BUILDING TO ALIGN W/ HEIGHT OF TRASH ENCLOSURE WALLS SEE SHEET Al 6" HIGH CONC CURB 3" GAL .STL. GATE POST 0 8 W/2-#3 CONT 1 SET P ST MIN. 24" INTO d 1/2" EXP. M 8" CMU CO BASE. o JT. FILLER REAR WALL PIC-At 6P 2) °f - � - o 0 0 LINE 0 ROOF ABOVE �6"� 3'-4" 8'; 5'-0" 6'-10�10� (2) BOLLARDS - SEE DEf. 4/C-2 2' WOOD SIDING OVER FURRING SEE DETAIL 6/C2 6" GALV STL GATE POST- CONC FILLED SET POST MIN. 24" INTO CONC. BASE. (TYPICAL OF 2) 8" THICK CONC APRON - VERIFY SIZE W/ SITE PLAN BY OTHERS 3/4"0 PIPE SLEEVE IN- CONC. FOR DROP PIN (TYP. OF 2) G.C. SHALL PROVIDE AND INSTALL JOSAM SERIES 76000 CAST IRON TRENCH DRAIN RR EQUIVALENT) W/ 4" OUTLET SITE GRADES, BUILDING CODE OR INSPECTOR DOES NOT PERMIT FLOOR DRAIN AS SHOWN) 0 i <t 6 FLOOR DRAT VERIFY W/ PLUMBING DWG. (MIRROR) 1/8%LF AND SITE DWG. SLOPE (2) 8 YARD _ /2 ' CONTAINERS .. 6" REINF CONC SLAB -- -- BY OSt CONT. CONC. FTG. 8" 6 0 S ALL EXPOSED CMU SU ACES WITH: PR FESSIONAL WPTER PROOFING AS ANUFACTURED FESSIONAL BY PPK P ODUCTS 5 OF KANSAS, INC. FOLLOW MANUFAC rURES APPLICATION GUID . 1/2" EXP. JT. FILLE-� CONTJ , Q zJ CONC. FTG. 0 cn -- GATE- SEE ELEVATION 3/C2 & SECT. 5/C2 . 12'-0" -W 4.-0" 18'-0" CMU TO CMU 45 DEG. VERIFY W/ SITE PLAN A45 DEC. 4'-0" I I 4'-0„ TRASH ENCLOSURE SCALE: 1 �=3 FT. z w 1 I� 1 EXISTING GROUND PROPOSED GRADE i PROPOSED RESTAURANT F.F. 729.50 18.00' 24.00' 20.00' 5' SIDEWALK \ 12.13' 20.00' 22.00' PARKING ACCESS PARKING \ PARKING ACCESS OT CG-6 W REV. GUTTER SLOPE EXTEND 2IB 1 FT. BEYOND . 2" SM-12.5A 8" 2113 -� 1 1/2" SM-12.5A- 4" BM-25.0 8" 21B ►I ,--- — BACK OF CURB -2" SM-125A 8" 21B SECTION A 2" SM-12.5A - 8" 218 1 1/2" SM-12.5A - 4" BM-25,0 8" 21B LINE OF ROOF ABOVE SLOPE CONC. TO DRAIN -1/4/ LF. - PRC DE HC SERVICE SINI FAUCET W/ VB OSE CONNECTION 24" AFF- SEE PLUMBINGS DRAWINGS -DRAIN-SEE PLUMB. DWGS. FOR CONNECTION CAN WASH ti WOOD SIDING OVER FURRING SEE DETAIL 6/C2 ALFERNATE TRENCH DRAIN. SE E NOTE AT LEFT. z a w ti o in N ct > I� 0 I� cza 28.87' 1 2"2 SEE ROUTE 11 WIDENING SECTION U.S. ROUTE 11 311x1/4" 1'-0" 2'-0" METAL PLATE - WELDED TO METAL DECKING/ 3" 6" 3' 3" 6" 1 ' —0" 3' CN N A B A A B B B 1 112 "x 1 /4„ 3'"x 1 /4" STRAP METAL METAL PLATE— 3/4" DIA. SOLID STEEL THROW / HANGER — WELDED TO \ BOLT W/ 6" PULL HANDLE / WELD TO METAL DECKING AS SHOWN. METAL PLATE GALV. MET. COPING 6" DIA. GALV. GATE PO S PAINTED METAL DECKING- \ DTn t �inii�i �ni nn CORNER TRIM TO MATCH BL (PAINTED) malumm (99 GATE ELEVATION 3 DO NOT SCALE 1 x2 CONT. BLOCKING 2x 1 O PT TOP PLATE W� GALV MASONRY STRAPS @60 ' MAX. LOCK CLIP (TYPICAL) 8" BOND BEAM—/ SEE STRUCT. DWGS. 3/4= 8" MAS. WALL W/----_ TYPE M OR S MORTAR. HORZ. GALV. REINF.(TYP.) SEE STRUCT. DWGS. SEAL ALL EXPOSED CMU SURFACES WITH: PROFESSIONAL WATER PROOFI G AS MANUFACTURED BY PPK PROFESSIONAL PRODUCTS OF KANSAS, INC. FOLLOW MANUFACTURES APPLICATION GUIDE. 1 /4" DIA. ROPE WEEP- @ EACH BLOCK CELL. 1/2" COMP.--\ JOINT FILLER 6" CONC. SLAB OVER - \ 6 MIL POLY. AND 4" GRAVEL - SEE STRUCT. DWGS. FOR REINF. 4 4 p A 4 — a. — a o0g• R-00MA 8" CMU 7 I A OLLAR OM 8" THICK CONC APRON — VERIFY SIZE W/ SITE PLAN BY OTHERS GALV. MET. CAP-PTD. TO MATCH SIDINGI 6WALL SECTION SCALE: 3/4" V-0" /8, TYVEK BUILDING WRAP OVER 5/ " EXTERIOR SHEATHING PLYWOOD HARDIPLAN SMOOTH - FINISH 8 1 4"-ATTACH i-- TO FURRI G STRIPS — 1 x2 P.T. STRIPS @ 16" ON CENTER GROUT SOLID (CONTINUOUS) w TWO COURSES Q OF CMU SEE STRUCT. DWGS. FOR FOUNDATION DESIGN AND DEPTH DOMED CONC. CAP (SMOOTH SURFACE) 6" DIA. GALV GATE - POST CONC FILLED ON ALL EXPOSED STEEL ON GATES, APPLY THE FOLLOWING FINISH: ONE COAT SHERWi 4 WILLIAMS PRO-CRYLIC UNIV RSAL PRIMER FOLLOWED BY TWC COATS OF SHERWIN WILLIAM ALL SURFACE ENAMEL - LATEX I TERIOR/ EXTERIOR. COLOR TO MATCH STUCCO. (3) GALV. GATE --�, COLLARS @ EA. GATE WELDED TO STEEL c� ANGLE GATE FRAME �? 2"xl/4" METAL PLATE (DIAGONAL) 8" 1/2" COMP. JT. FILLER. - #5 REBAR X 16" LG @ 12" O.C. TRENCH DRAIN IN LIEU FLOOR DRAIN IF REQ'D TO SITE GRADES- SEE,, SEE STRUCT DWGS FOB+, FOOTING DETAILS. -2x2x 1 /4 ANGLE FRAME AROUND PERIMETER OF GATE- PTD 1 1/2"xl/4" STRAP METAL HANGER - WELD TO METAL PLATE 1 1/2" METAL DECKING 0 WELDED TO STL. ANGLE FRAME -PAINTED DO NOT USE GALVANIZED DECKING. SEE PAINT SPEC. AT LEFT. C)' I GALV. COLLAR WELDED TO GATE POST i� 8" THICK CONC. APRO 5.00 OVER 6" GRAVEL (MIN )— SEE STRUCT. DWGS. TYP. FOR REINF. _ EACH GATE POST MIN. 24" INTO CONC. PIER F00 INC 'IFY W1 SITE PLAN ROUND PIER FOOTING X DEPTH OF LINE OF SPREAD TURN -DOWN SLAB AT EACH GATE POST. MIN. 5" CONC. THICKNESS AROUND FOOTING BEYOND GATE POST (D GATE S E ("T 10" N SCALE: 3/4" = 1 v-0" SMOOTH CONC. DOME- PAINTED 6" DIA. CONCRETE FILLED STEEL GUARD POST PAINT YELLOW O — i — SLOPE O �—GRADE LEVEL GRADE 16" DIA. CONCRETE 14" LONG #6 REBARS E.W. $J GUARD POST DETAIL SCALE: 1/2" = 1'-0" .ttttt♦+ • r • ++++�ttttt• .10 v vi Z •E-� Ci 0 N Q %v � N U) w Z O V v a N O 0 U N Z CC3 0 c c O p me m �rn c)U C Q 0> IT -1 V N O w U rr-� ° oiS n m � V) W V c c� cD cD Ixuj W v O C lA L 0 t7 i— LL d r-4 to 6 A • L v � L 2 � cn O c oi Z 0 ,., 'c: r'1 0) a. W W (n 0 Y Z � r� D U U Y W 0 � W W U ff Q Y w Df- 0 0 Ix 0 .4- 3: 3: O O c0 W_ w Li O _ _J Q 00 Q w � Q U S cn ca to cn 00 Z r- Q U Q o Q o z Z Y Z w 3 U _ n, �04 _- 1--- - -- _ -_ _ -- _ .._ -- _ - - -_ _------ -- J GENERAL CONSTRUCTION NOTES 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 County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so ais to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours 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 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 sh all 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. RGINIA DEPARTMENT OF TRANSPORTATION! 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, 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 VDOT s January, 1994 (or Ilatest edition of) Road & Bridge Specifications, Section 104.04- C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook. Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can e determined by the engineer and approved by V.D.O.T., 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plusor minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unito and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical s reader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304� and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 21. Approval of these plans shall expire three (3) years from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman N� i H 0F"�, A. Mislowsky, Jrz 0 CERTIFICATE NO. - 0 0ISqED -?OL1 RE y PROFESSIONAL r} TOMS, LLC P.O. BOX 3243 WINCHESTER, VA 22601 OUTBACK STEAKHOUSE, INC. 2202 N. WESTSHORE BLVD 5TH FLOOR TAMPA, FL 33607 PH # 813-282-1225 FAX # 813-282-9195 Vicinity Map Scale 1"= 1000' K gilb/-%rt w. clifford & associates division of a t t o n Engineers. arris Rust & Ass®ciates,pc Surveyors. Planners. LandSCa e Archi ec s. PHI�I Virginia117 East Piccadilly Street, Suite 200 •/ .f FZOVED Y ri k�apr, g 4 _* 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. SHEET INDEX COVER SHEET 2 S/TE DEVELOPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAIN 5 SANITARY, WA TER LINE & STORM SEWER PROFILES 6 PUMP SPECIFICA TONS 7 MISCELLANEOUS DETAILS Q MISCELLANEOUS DETAILS EROSION CONTROL 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. 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 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, 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 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 dote 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. 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. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. ❑I Date Date FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all comers of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator 071J3/a Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number I- of • 000, VAN CO, LLC ASPH. 1401a ROAD 75A- 6 -CBI//-41 0� ZONE: 132 (MINI STORAGE) RIM=746.83 INV. OUT=741.93 1t� 30' WATER & SEWER ESMT. f D.B. 969, PG. 1197 / r ; F WATER VALVE 15` J j l / GRAPHICS04LE F BL W FF 3o 60 0 0 l;1 30 5 0 CONNECT TO EX. 8" WATER 30' PRIVATE SEWER ESMT. 1-FIRE HYDRANT ASS'Y. itch FEET C I D.B.69, PG. 1197 14 I (1 1 inch = 30 tt. .B. " 311 .79� I 2X4 MARKING FM STUB OUTS AGE N25°42'S3 E TOM S LL� INV.' 1 3 w j '` INV.=732.98 so I � � 20' WATER ESMT 7 5 A - ((6)) - (B)l- 41 B 1-8 x8" TEE + j 1-8 "X4S EL 18'x47' LOADING 1-8 K REDUCER 2.0000 ACRES i 1 CONNECT TO EX. FORCE PI I I G EASE TRAP (S SPACE ZONE: N E. B 2 �' MAIN, PROVIDE 2.5"X2" II �GFo HfTECiS PLAN) ~ STRIPE FOR I 2 i REDUCER & GATE VALVE ASPHALT o Q PARKING �I 6 co i160 2 -45 EL - I �' >� I o 20' WATER 91; o 1 8"x8" TEE + v 6 W c. 2-6 x45' EL °' `y " C o ESMT 2-8 CATE VALVE 1 1 2" W4TER METER"' "► "' ' �; �; I I PROP. FILTER MH C.O. r �, SEWER tAT - 7 STOP ; SI &BAR I RIM= 728.92 i I; " z ? p � ` , , I INV. IN=725.83 i 2 -90' 6 J SEE DETAIL ON SHT. 5 J C I I 41 2" WATER SERVICE I w PUMP STATION I I: 2.20' 4" EWER LAT. c ¢ o i - 15. so STORAGE TANK 1 -, (1500 GALLON) '`CO. AT BEN STRIPE FOR 2" 45' EL. a 1 f ASP t FIRE LANE 6" FLRE U 14 5 2 <, _ ! D/W i 5.17' F.D.C. 6" GATE VALVE a 20 3' E I 0 WATE M ESMT w D� TUNDERG UND `' ' DECK T -r INV. = 26 19 � P LE SERVICE { SCOTT A. N , =oa 2" WATER SERWC 8c A. M I CH ELE �„ M CM I CH AEL +�'' �N D s 8 36:3 ' I `'I� M ARY ELLEN N EFF i 1 STORY (CD 22. 20.00' m 75-�(A))-4 BRICK Z 2o.Do I I � ;� 75A-6-12A 5' WIDENI G POLE MOUNTED HAN PARKING 20.00' - 2200' 20.00' 20.00' 22:00' 20.00 '° N I -41 INV. 725. 0 ZONE: B 2 J' 4 - SIGNS INSTALLED PER VIRGINIA o �� E �,� ZONE: B 2 � i STATE CODE SECTION 36-99.115.50 r*1 I MEATS COA►�.z (FIVE REQUIRED) - o N USE RESIDENTIAL (CAPITAL ) o l #11 9802 6 C1 J � I C { � A PH. O t 1 2 � t � 1 m r I D 2.04' 149.3 v I 26. 1 1 I 1-FIRE HYDRANy'ASS'Y. g g a n I I z 1 1, I t , . �?' VDOT CG-12 I i 15. ASPHALT f PARKING i 7. 0' 17 01l' >. m 0 00 ; I U)7 6W STRIPE FOR FIRE LANE q I o �r1/INv.=I722.I VDOT CIS 0 WA �.,,� °§. 8.0 $.00 80' 8.0' 8:0 8:0 9.0 R, �„, /r' c; O O TAPER DOWN TO ,�� -C/' ROD I ESMT N 5.0 5.0 o PAVEMENT LEVEL �, T c aD ,,� o`�a 20' DRMINA -' E 4' OVER 17 FT. "�,. SMT �� I11 20.04 34.00 R, _ �� IX 30" CMP TO BE REPLACED /ASPH. �;i " 4 - '� 90' Ex INV. INV. 722.04 6' DA MH-1 W1 TDI-7 TOP i'kill PROPOSED CURB & GUTTER ------------------------------------ PROPOSED CURB & REVERSE GUTTER ----------------------------- PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A)---------------- PROPOSED HEAVY DUTY PAVED AREA(B' 21B/3" BM-25.0/1.5' SM-12.5A)--- PROPOSED CONCRETE AREA ---------------------------------------- '-�.�•Ja_�' a+ r PROPOSED GRASS AREA ---------------------------------------- PROPOSED EASEMENT AREA ---------------------------------------- - - ZONING BOUNDARY ----------------------------------------------- ZB UTILITY PEDESTALS ----------------------------------------------- EXISTING STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAIN ------------------------------------------- t �--- EXISTING WATER MAIN --------------------------------------------- PROPOSED FIRE HYDRANT ------------------------------------------ PROPOSED GATE VALVE & BOX -------------------------------------- WI -- EXISTING SAN. SEWER AND MANHOLE - ----------------------------- PROPOSED SAN. SEWER AND MANHOLE ------------------------------ PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ E PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ T PROPOSED GAS SERVICE ------------------------------------------ -(;- U.S. ROUTE 11 VMES SAWCUT EDGE 2' I PROVIDE TACKCOAT uRES MILL 6 x1 1/2" JOINT-� A / I PROJECT SUMMARY TAX IDENTIFICATION NUMBER EXISTING PARCEL AREA DEVELOPED PARCEL AREA ZONING ADDRESS CURRENT USE PROPOSED USE DISTURBED AREA SETBACKS REQUIRED 75A-((6))-(B)-41B 2.0 ACRES 2.0 ACRES B2 VALLEY PIKE VACANT RESTAURANT 2.0 ACRES PROVIDED nd 0 0:: p J o Z O ? � � O a_ I A . o J 3 Z -3-0 zlie. o -� , - "IO w 2- a 6 z _ � o w o �--� ° 0 0 FRONT (US Route 11) 50' 86' 0 Q FRONT (Va. Rte. 839) 35' 149'+ SIDE 92'+ REAR 98'+ CL v o PARKING 5 16' rn M Z BUILDING HEIGHT 35' (MAX.) 32'(+/-) 00 O_ � ♦� N .,., (D GROUND FLOOR AREA 6,740 SQ.FT. c o cn z V) • r-+ V m ''' E CO NUMBER OF OF STORIES 1 O FAR ALLOWED 1 I� O w a co N FAR PROVIDED 0.077 V)U Z CC3 N v "E MINIMUM LANDSCAPED AREA 0.30 AC. (15%) f- OU O rn .o M co LANDSCAPED AREA PROVIDED 0.669 AC. (33.4%) a Q v > o PARKING REQUIRED PROVIDED a .0 ILL w U o J U c�v a L6 STANDARD SPACES (1/100) 62 131 o En w a � i � CD HANDICAP SPACES 5 5 O W � cn N E cv w , c `n `n LOADING SPACES 1 1 (12'x45') (n ti TOTAL SPACES PROVIDED 0 137 w ¢ �i--II' LL � • r•1 PARKING LANDSCAPING � Q o PAVEMENT AREA 51,229 S.F. a m PAVEMENT TREES REQUIRED 26 ® 1 /2000 SO. FT. PAVEMENT TREES PROVIDED 28 = INTERIOR TREES REQUIRED 13.9 (01/10 SP.) INTERIOR TREES PROVIDED 16 ►� N z 0 0 TOTAL TREES REQUIRED 39.6 ..-. N TOTAL TREES PROVIDED 44 �a PARKING LOT LANDSCAPING REQ'D. 2561 SQ. FT. 0 57 ' n. w PARKING LOT LANDSCAPING PROVIDED 3,343 SQ.FT.(+/-) � NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. EX. EDGE 0F 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. PAVEMENT 3. Ali REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA VD OT CG-7 AND A117.1-92. 1 1/2" SM 1 .5A 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL *CROSS SLOPE= 114'1' 4" BM 25.0 FEATURES EXIST. OR MATCH EXIST/NG 8" 21 B E,R', ATcND 21 B 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE WELL COMPACTED SUBGRADE 1 FT. BEYOND BACK MARSHALL REQUIREMENTS. OF CURB 6. ALL UTILITIES TO BE PLACED UNDERGROUND U. S. ROUTE If W/DEN/NG 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 4' SHOULDER 10' MATCH EXISTING PAVEMENT PROVIDE SAWCUT EDGE AND TACK COAT. 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. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B(BUSINESS), OF THE INTERNATIONAL j BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 W U.S. ROUTE 11 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ,y 11. NO OUTDOOR STORAGE PROPOSED. O 12. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. o THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF SILL 6"x1 112" JOINT THE FIRE MARSHALL. 13. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 303 GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS 1 1/2" SM 12.5A 4" BM 25.0 12 �,. CROSS SLOPE= 114' 8" 218 1 ' OR MATCH EXISTING U. S. ROUTE f f WIDENING D/W ! I 1-8 GATE VALVE CD 1-JT 8" PVC SOR21 WATER MAIN - �V� 1-8" PLUG AT RR/W LC5 4 I s TRIP GENERATION II \> 1-B.O. PLUG L M G' J PROVIDE EW- 11A & EC-1 >) 10' DRAINAGE g CG-11 0 - EX. SIGN TO ) '`� ITE, 6Tf+EDITION ESTIMATES 1 rNV OUT=717,82 (Ei e '� ,\� 6A -/I`T �'-"� o MARKER Q 4 BE REMOVED I THIS SITE AT FULL DEVELOPMENT ESMT o v _ "� c�0- - -- - -- - _ - _ .__-_ _ '-�-• ti i --- - WOULD GENERATE 795 T.P.D.T W USE CODE- 823 L17 INV RIM=728.67 w . m - �1 ENTRAN 2 / (c _ C-2 INS{. _.7 8.26 01'122-87 y (n INV. IN=725.07 �' E3(. CITY OF WINCHESTE E -=726.87f FIRE LANES REQUIREMENTS: INV. OUT-724.92 - ��-�-w._.....�. 2 � ._.n.,_- _.-._...,. a � ., ` H1 L. ___.:.. w : _:_.- �q,�_.�.._,�_._.�_- -. �, W . t'--' N - """- "-" W - r- T- t8 ENtNG STORK MARKER 11-A W Fire Lane markings and signage is required at all fire hydrants, fire department WATER TRANSMISSION MAIN GR /. SHLOR. EXISTING CULVERT TO BE 4 SOLID WHITE LINE "-� � �� .--., t0' WIDENING GRAv. SI-iLf3R. (n connections, curbingnot delineated as parking, all normal and emergency P g Y 9 REMOVED AND REPLACED REMOVE EXISTING M access points to the structure. The contractor shall coordinate with the Fire o WITH 18" RCP "' U.S. R U TE 11 PROVIDE 310' MS-tA CG- VALLEY PIKE (POSTED 45 MP i} ADJUST CATE VALVE BOX TO O Marshall to ensure these requirements are satisfied. ASPH 301 FT. TAPER STOP SIGN & `f MATCH PROP PAVEMENT GRADE Q _. ~~-� ---- .. - OP SIGN & BAR o DRAIN G A TURN LANE �------_4,- - --- - - - ALL EXISTIG SIGNS TO BE _ o RIM=726.63 -- --- �.,�.��_....�,;-._.:.L...::z,- _ - --- - - - - - -- - _ _ - ��. <.. RAISED MEDIAN _. �,,. _ -- - --- -=RELOCATED -AS DIRECTED BY_V601 _ (FULL OF DEBRIS) �.� -. !� ""``�' w (TO BE REMOVED _ - G - - _ .� .� ---- _ --TO- BED REMOVED_. `� • � -- �� -- - - (R/YVARIES) .,�,r" , CV ,�> . ---- ---- -- ASPH. � J --� '' f O - C- - - y ._ ROAD --150.16' OF SEPARATION_ PROVIDED ` - N PROVIDED r.► __ __ _._ � 209 76' S,FPARAl10 (WAVIER REQUESTED) ' G _ _ _ _- _____ __" G- 4 SOLID WHITE LINE o .4---DASHED WHITE LINE - -- - o O G - _ - -- -- --- 4' SIDEW S TO PROVIDE ACCEE S - _ ( _ I-I- PROP0f- CG-12 HAND/CAPPED - - - r, _ _ - - - TO;�IISTORICAL -MARKER_FR9M-PARKING-----_ � t� -- - G -- ACCESS RAMPS IF DIRECTED BY -- _ - LOT. ADJUST WALE( LOCATIN AS _ --- 1iDOT INSPECTOR. 450' SITE DISTANCE 450' SITE DISTANCE _y - GRAV. SHiDR. � - -- -- - - - --. - - -- + NECESSARY SHOULD SIGNS MOVE WITH -` -- - -- EXIST)VG SIGNS TO BE RELOCATED (3.5' EYE TO 35OBJECT) (3.5' EYE TO 35OBJECT) ROAD WIDENING .............. . AS DIRECTED BY VDOT INSPECTOR. c cP Culvert Summary Outback Steak House Storm Inlet Summary to Cul out Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat INV (ft.) H(req'd) 1 717.82 717.25 102 30 0.57 RCP 1 717.92 717.82 718.82 721.44 6' DIA MH-1 VV/TDI-7 - 3.62 3.62 2 718.67 718.02 130 30 0.50 RCP 2 718.62 718.67 0.00 723.96 DI - 3C 10 5.29 5.17 ROUTE 839 1 7, 3 719.65 719.38 36 24 0.75 RCP 3 719.85 719.65 720.60 724.35 DI-1 - 4.70 4.67 4 720.05 719.85 26 24 0.75 RCP 4 720.30 720.05 0.00 724.81 DI-1 - 4.76 4.67 2, VARIES SAWCUT EDGE 2' I CROSS SLOPE OF PAVEMENTTCH 5 721.87 720.30 157 21 1.00 RCP 5 722.07 721.87 0.00 727.16 DI-1 - 5.29 4.42 EX. PROVIDE TACKCOAT rs' 6 722.24 722.07 18 21 0.94 RCP 6 722.44 722.24 0.00 727.63 DI-3B 6 5.39 4.42 MS-1A SAWCUT EDGE MILL 6 x1 1/2" JOINT 6A 723.24 722.44 80 21 1.00 RCP 6A 722.44 723.24 0.00 728.67 EX DI - 36 - - - W/CG-3 PROVIDE TACKCOAT " �:� M / EXISTING PAVEMENT ---- 1 :1 B i 7 721.50 720.60 50 15 1.82 CPP 7 723.24 721.50 0.00 725.26 DI-1 - 3.76 3.72 SURFACE 8 722.41 721.70 72 15 1.00 CPP 8 722.61 722.41 0.00 726.68 DI-1 - 4.27 3.92 - - - - - EX. EDGE OF N:...__ .. 9 723.48 722.61 87 15 1.00 CPP 9 723.68 723.48 0.00 728.33 DI - 3B 8 4.85 3.92 PAVEMENT - 1 1/2" SM 12.5A ` VDOT CG-6 10 724.35 723.68 56 15 1.20 CPP 10 - 724.35 0.00 729.00 DI-1 - 4.65 3.92 1 1 /2" SM 1 .5A 11 719.33 718.82 51 15 1.00 RCP 11 719.53 719.33 0.00 724.34 DI-3B 6 5.01 3.92 4" BM 25.0 #CROSS SLOPE= 1/4'�I' 4" BM 25.0 12 725.13 719.53 123 15 4.54 RCP 12 719.53 725.13 0.00 729.19 DI - 3B 6 4.06 3.92 8" 21 B OR MATCH EXISTING 8" 21 B EXTEND 27 B 13 729.33 725.33 123 15 3.26 RCP 13 725.33 729.33 0.00 736.41 DI - 3B 6 7.08 3.92 WELL COMPACTED SUBGRADE 1 FT. BEYOND BACK 14 735.95 731.38 23 15 20.00 CPP 14 731.38 735.95 0.00 742.00 MH-1 - 6.05 3.92 OF CURB All CPP Culverts to be Grumpler Smooth Core or equivalent U. S. ROUTE 11 MEDIAN ROUTE 839 WIDENING SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 14. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC UNLESS FIRE BARRIERS ARE INSTALLED TO CREATE LESS THAN 5,000 SQ. FT. PER FIRE AREA. LLJ 15. THIS BUILDING SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC..) 16. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN. EXTERIOR LANDING. f= 20' WATER r ESMT BUILDING DIMENSIONS (1"=20 FT.) Z g a Z W a. J W 0 W U U D 0 � Y Z 3. � D U U Ft W O Y W WW Q Y M Q � � m w 0 D O0 CL d' w 00 O O + LL. O = J 0- Q W N CC U W Z) U) Q 0 V) = Y) F z Fn O Q � U U O Z Z Y Z 0) 0 w _ _j C4 o U W r BOL ASPH. ' BOLROAD �a / �7RLf.IOL ti / !J 80X �- � 1 � 74 3 t yI:t --___-___.___---- 30' WATER &---------------- ____._. !, r SEWER ESMT. _-\ A _ _ Y D.B. 969, PG. 1197E � -"'""" _ """-"- �' WATER V CvE� ! �� MEET,/'& MA H 0.22' �`.:,, !; I EX. ?CURB GUTTER -- fy- - --- OW OFF -- - - - - ---- - - ---- ---- t8- ---------- i EQ'D PRIVATE _-___ ___ ____ r a - R 30 1 i , 2X4 MARKING - -; - - - _.. _ . - ---- . __1 �a - .,.,....-_ - ' - -- \ _ y FM STUB OUTS J' , 736 6 -� 77 , ra } i.. l� 1' - _- -v G a. r 9.00 i 7 y y 73 R 730.7 ASPHALT PARKING 73 O1 03k3 _ 7 ).56, - 9.1 29 84 130>8f0 + 7,29 0_ �i I 728.66 729. 9 00 - 729.37 _ 1� -T (I 30.03 729. 729.31 730. 7 28.87 3 - i y 729.74 r 0, I) ! 729.40 729.6 1 I J 7�9. 5 8 8.28 1 ,} 730.36 1 29.82 �� 729.30 _ --' 730. 1 , -' ASPI-. 73 .24 3q FF ELEV=729.50 ; y3 J �� D w !I 73011 ( �3 73, = i -729.65 ' - r . F ^ 729.2 r n rn'il m -- -- - -- m� �� � nip DECK i - 17 ' !*RFCD q 7.35 d 728.i, O� _- _7,35 y { 729.30 C 9.30 728.10 8 i �� f 1 STORY m r- BRICK y !726,84 26.94 I 727.92 i i t '' •c-' � tA / t yy v_ 79, ° 726.78 J a } ,t ✓ cfi ( JJ r y t II CONC.�'` 729.44 A PH. ti ! 28.67 .50 � y yy D W - 25•7 725.80 � 26 _. 728.47 9.00. 728 $ : .. 25.95 726.10 ASPHALT Il !I �� 72 00;� 2 .55 25. �� 726.00 PARKING i (i { / 6 ^ 0 y 72 .4 4 w.- 725. 725.60 ��/ 725.47 - _73 728.64 L 728.4 72 8 `\_ ! -- %- _ -_�- _`-----^_ 25.7£r - - s 5. 7243 IP ; AS H. . 1 J 728.48 27 73 i ROD I 7 515 ' 72811 , 2 .14 72 8 _----_.-7.2 ___ - -- - -,_�_ _ 1723.85 EX. 30" CMP TO BE REMOVED ASPH_ I ; _ 728.67 728 27 E35 .__ I `, REPLACED W/ 30" RCP 70 6D/W �r / 728 5 3 C` 7r r � l - i 7 .3 724.07 ' ; ,RFCD ? � 727.95 / 727.5�725.15 ---- AJ r- 7 728.49 _ i _ IIP RFC _ -- ,- 726.73 26.1 7_ 7c4.97 72442 MEET & JMATCH7,63- '�'--_ �.. SF�,--SF S�_____SF__,-_ SF SF SF- S`X'______.SF__.._Sf- _ ��- - SF- _. Ste. SF F SF -- -Ex. CURB & GUTTEt - .- \72i 74 l Yam, _ _ 1.99 721.49 op RAISED ' ----_ MEDIAN ASPH. ��` °� ` r� . ,$a► ' ROAD ---= --= �- - _-----__.--- a .i,W" EXISTING STORM DRAINAGE & STRUCTURE ------------- PROPOSED STORM DRAINAGE & STRUCTURE ------------ PROPOSED CURB & GLM ----------------------- DRAINAGE FLOW .... ........ ................. EXISTING GRADE PROPOSED GRADE . _.... ............. PROPOSED EASEMENT AREA ----------------------- - - PROPOSED SILT FENCE --------------------------- SF CONSTRUCTION ENTRANCE -------------------------cE RIP RAP CHANNEL LINING ------------------------- SILT FENCE INLET PROTECTION -------------------- IP SILT FENCE OUTLET PROTECTION -------------------- OP ROCK FILLED CHECK DAM ------------------------- TEMPORARY DINERSION DITCR------------------------ ----� --pp SRAPH/CSCWE 30 15 0 30 60 1N FEET 1 inch = 30 ft. i L/N/N6, W 8 STANDARD DITCH SECTION Ditch Detail Summary Ditch 1 Length(ft) 156 Channel Slope(%) 0.83% Ditch Type Trap B = Base Width (ft) 2 SS (x:1) 3 d = Depth 2yr + 0.5(ft 1.3 D=Mimimun ditch depth (ft i 1.5 Lining Type GRASS W = Mimimum lining width ( 13 Anchors per sq yd NA 2- Year Vel. (f /sec)2.21 W �o a < O 20 Zp = .- So Wok r C7WZ w0W W d �w a O c U p (L 00 N W ID v) CD M z '� V C'4 p m ID V) N t }: z N [Y Q z V N V� p v m ZO Od N N >, _E W C (U �> N o J U o LLJ o 06 vi d W rn cfl CD y C W v d� r- _C LO rn O r�/�'�� �S H lL W Q T'-� �� � UJI 2 3 O r- rn -+- Z o m �.+ m ' aw 1 � r CIO �L I � y J y J1 it UFT I i � � `•�� �� J ;� j ��\ �_ +717A4 J ( I i • RFCD t I i I h � f M ATCH i i, EET & M -- _ EX. PAVM'T \ � 1 721.28 720,99 720,87 _ 10' WIDENING ASPH. ROAD (n J 00 m m W �_ Z 00 Z U (3 Z Z W W J 0 Un H f- W (n F- _U a � o� = Z ' D (nQJ.z go v le W W � U W W U Q Y m U DW 7 O re 0 d. 0 w 00 Q N O 12jr- 0 r J CL W � Q U = (n O (n (n . (n Z W .O aU U < O Z Y LLJ Z 0) y U W _ _3 N O O v ��- ASPH. ROAD NTRP BOX 30' WA TER & -- SEWER ESMT. D.B. 969, PG. 1197 ASPHALT PARKING I� y _ f l �„rf , • -- L E r i 16a , , , r ; E .. ., f + o _..._w t t 1 i i- , r •jam F , , f , W DECK -- _ N _. - t O _ r , M r rn�rZ C i jr - __. -� f, , P7 BRICK r i n 3 tw _ _ CONC.t t " i 3 , r , , t zs ao 150.16' OF SEPARATION PROVIDED (WAIVER REQUESTED) _ - LA I"l-Lu MEDIAN .00 209.76' SEPARATION PROVIDED --► I ASPH. D/W ASPH. D/W 1 ASPH. ROAD 30 15 0 30 60 (1Ar FEET ) 1 inch = 30 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE >----TIES ® l'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED EDGES HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES, PAINT YELLOW ABOVE GRADE. FACE OF 3'-0' CURB GRADE 8' GALVANIZED GROUND ROD. BOND TO POLE. #3 STEEL REINFORCEMENT TIES ® 1'-6` O.C. #4 STEEL REINFORCEMENT `L BARS fll • ._ ILI, � a I_IllI.4+ I L LIGHT POLE JGHT POLE BASE NITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S M 11-1(_ RECOMMENDATION. l'-8" 0 CONCRETE BASE 0 P.V.C. CONDUIT AT 2'-6" IIM BELOW GRADE TO PANEL. 11�1� NOTE: _ ALL UNDERGROUND WIRING I � � TO BE IN NON-METALLIC CONDUIT I 1'-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL O U Cn Cn W W 0 a Q z + LIT ONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' aL LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' So aoa LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ALL 0(11W LKW FIXTURES Sffii BE SHIELDED SO THAT DIRECT OR REFRACTED (JGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -ME. Prune codominnnt leaders Prune rubbing or —, cross branches DO NOT stake or wrap trunk unless necessary Remove all t,gs and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal -- leader or branch tips 1 / 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 sal f • • _ a-, .� ��� •;- . • ti- • • •�-• �4 Partially backfill, water to Widen and score hale wall -s� _ settle soil, finish backfilling for water drainage Remove container and cut circling Leave solid soil pedestal - do roots 9 container -grown, or as much not dig deeper than ball depth burlap as possible if field grown COW Dig hole 2-3 times root ball width TREE PLANTER DETAIL Wso* PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2" CAI. 0 6' HIGH AS SHOWN 22 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 22 HETZ HOLLY 3 GAL CONTAINER 3' O.C. 99 SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. _rrrr 'rrr,. • r r r 1 .rr � •ri::. rrr � �_ _.err Z 4� Co. z Q Z Z (' F-_ U 3 00 .J Z C W D O Y 4 w �.- D 8 < v Y � W �8 V W 0 Q !4M W D ft 0 a. 0 w OD Q + // lip OL cV w t M ; .-- O W � Q J ~ W W � U) o W 65 zp �C1 M 2 o7 � rr z CD z 3 W SC O D zp W r- PUMP STATION DATE LWL 721.60 HWL 724.33 PUMP INV = 721.90 PUMP TYPE - E - ONE GRINDER PUMP AMGP PROVIDE DUPLEX PUMP STATION AND THIRD SPARE PUMP IN STORAGE CARTON. PROVIDE REMOTE HWL ALARM AS DIRECTED BY OWNER. PUMP CONTROLS TO BE MOUNTED IN NEW CONTROL PANEL. MOUNT WHERE DIRECTED BY OWNER. 740, �EX. GRADE @ CL 735 ---- VAT FOkCt_'MN_ -- PROP. GRADE @ CL 730AG s 0) 0 g.a'ti r 0 do 725 1.6 MIN 0- 6- < < < Lij < co z 0-uj Q� ME _j __j CL - ME 00 Lfl C) U-) <D co U) + C> 0+00 0+50 1+00 1+50 SANITARY SEWER FORCE MAIN 4" PVC SDR 35 INVERT OUTI 730 COARSE MESH STAINLESS STEEL SCREEN SECURED WITH STAINLESS STEEL BAND /--4" TEE N7NORMAL WATER LEVEL CATCH BASKET ON INLET FINE MESH STAINLESS STEEL SCREEN SECURED WITH STAINLESS STEEL BAND INVERT=721.60 FILTER MANHOLE (D C, r'") U-) 00 IZ? 0� ;0- 00 r" r- co (D 0) N oj ai 06 06 c6 o6 04 CIA ui ui w w uj bi Lu w uj __j _j _j ___I W w ui uj a_ a- 0- 0- a- 0- a_ 0- 0- 0 0 Q 0 C) 0 0 0 0 F_ F__ F- < < 0 3' w13.5' 8' w 2' co < U) 0- af 0 V) L GREASE TRAP B TOP ELEV=727.67 PUMP STATION 4" PVC SDR BOTTOM ELEV=721.25 TOP ELEV=726.58 21 PIPE INV IN=726.5 BOTTOM ELEV=720.00 INV OUT=726.33 INV IN=720.50 FILTER MANHOLE INV OUT=725.83 BOTTOM INV=721.60 GREASE TRAP A INV IN=725.83 TOP ELEV=725-33 STORAGE TANK INV OUT=725.67 BOTTOM ELEV=720.91 TOP ELEV=726.74 INV IN=726.17 BOTTOM ELEV=720.16 INV OUT=726.00 INV IN=725.50 INV OUT=720.67 INVERT IN =725.83 FOR STORAGE TANK AND GREASE TRAPS (SEE DETAILS, THIS SHEET) SANITARY SYSTEM DETAIL N.T.S. 2" PVC SDR 21 [SLIDE FOR QUICK FORCE MAIN DISCONNECT (TYP. 2 REQD.) (TYP. 2 REQD.) E-ONE AMGP. 1500 GAL TANK 1 1/2"X2" REDUCER LE -ONE AMGP. 2" GATE VALVE W/ BOX (TRAFFIC BEARING) (TYP. 2 REQD.) PUMP STATION PLAN 1 ) < 2 > ( 3 )( 4 5 6 Ei­ GRADE- 0 -C vAncroeswr sun" W" Co., ftw- VBS ST m m0mood F" PREAST - *"""' ' DOM OVWM r------------------ L------------------ J crcrualw 77 77 w x I w D MW GA OW "P A Preowt Cie Septic Tanim cmToTtz ripe I P ONXretk 45M PSI SM. 28 days L w I " I 1 0 Ta*cwadw A - 5 1 c 01 5 90• 49' _T --w w Is 1080GOM "r sr Ar 5v 54' 2D 1290C@Wn W-A jT_ 1 sr w nu 1swcalm 7w 64- -w- -2s-42 Mb80 Ibution L w "'a* I 'Hole 6" SSWS of SHOW - 21r �r_ M 6S* es* �io"pw 3C �IWF &lr&7S' 12HO16 4r Ir US' S* 65* IsHowm 4r ir 7-7y PLAN VIEW TAM no no low 2� w VARENINX 90AIM 16 VENT TO 111.111-11m SECTION OBTAIN APPROVAL OF SHOP DRAWINGS FROM LOCAL OFFICIAL PRIOR TO ORDERING GREASE TRAP 1000 GAL GREASE TRAP (Ouan: 2) KT.S, go PROP. GRADE @ 6 L 725'­1_______1­­! q C 6 80, ir 5 r 7 T. 7 P7- 0� fc 3 1A % '5 C 2 1� 7 RCP' 11,5 MIN CLE kR 4-- - - 720 r 130 W­ 26" `21 1021 050 % 775 IN 1.5' MIN !@ 1.00 % 0 0.75 % CLE AR -CLEAR�� @ 0.$7 7, 21 615-P, ff 36'� 30" RCP x LLI _D 4715 035- ­--CO��' CD c) 24" :D il) cop x I UTILITES r - Lu w uj ui ---------- ... ...... - ------ n ADJUST EX. Lif i 00 1.- t Lo UTILITES TO: aaj q) rII - it PROVIDE r . .... .. 710 tL of ADEQUATE Es If 1 0 to a- 0 cd 0 CLEARANCE 0 � + o < cD C-4 C) o L0 C) C) Q) U-)j LO., 00 O� - - __ ___; . ..... A C> C*� <D - -.4- .6 �c6 C> Qb C6 Lr) to 00 i cn m,7; - C'4 r- o6 F_ r- 00 C> F_ if it r co T co r- 00 (14 II dLo (D it CD Lo 71, co 0 0 a_ i 11 - C> CD m if :Zq = C) C) oi Im +> (D C) i>: >; 0 Co CL 0- CL (D LO a_ C�' �=z (y om t a- - + o > '14t af + 0 + CI_ L + 0 0zZ > x + o 0- - F- :i_ Z_ CL �1_ CLIN F- Uj Lb F-- .... ....... ­ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 3 ) ( 7 735 n. EX. 740 735 EX. GRADE @ CL GRADE a r PROP:k i 730 Z---------- - < 8 Pvc, 15' MIN W, SDR 21 A TER MAIN /Z3 < CLEAR 3: 0 _j 720 Z . ...... -co X c� jL_j' CL 00 < _00 > CL (D Of C> i w 00 . a) + + + 0+00 0+50 1+00 9 10 730 56 87' 725 @ 015" f-CPP, C !�7 15" C pp� _7 15 MIN �2' 50 MIN! 1 1.5' ! i CLEAR 0 CLEAR @ 1.81 % 720 - ------ CPP t 0 cli _j + oc? 0 C) 00 (p 0 V. L0 1 r- U­j 000 L0 Lc) Lo 00 (0 0) C-0 r- 00 c"j � cnNh m r4 to t'M C1 04 (D0) LO 25 Q0 o6 r 11 cuF- 00 r C-) it o C) 00 r-- r-;" it 2-' o r' 11 <D r_j cl- CL CL >oow: >: <D + (D 0-1 7, z Q_ (D I 10-06 > W, + 0 C) a- + (D CK a CL + (:D CIA I— a a CL 0+00 0+50 1+00 1+50 2+00 2+50 STORM SEWER PROFILES A cz; _j 4 3 WZo Uj rW4,4 Q� 0 w W 0 z T_ 0. (n z U)j ckf W w 0 CC 0 w 00 0- w co co z C) 0 00 0 % (h a) •c) L'j �jl L_ C /) 2: =D V) - C) (D (2) (14 CL - 04 0 L.Li 0 C) U) (u z -E Zto < 0 0 b0) CD m w> C M . iE c) O u cn (n 4- E 0 co (o :1, (A W c: 0-'. v C) CD 0 C) Lu c w dr 'T > U) ui > c Lr) Lr) W < (T3 LL V) 0 U) U) Li C) C) > :3 V) c C6 L_ 0 tD -.c r-.4 cc m c a. x W 735 EX. CL ca C'4 0 LL_ => 0 i I V) FF ELEV oll f 730 > =729.50 Z '6 8-i PVC SDR Z Z ZT__WATER- ---- -- MAIN -00 725 1.5! MIN uj CLEAR AD > -1.5' MIN 1.5 MIN < cn CLEAR ...... .... C -I 00 W W> 6" U) U) < < > 'I U- cf) cn < SDR 21 > 0 ------ u- _j 0 F_Lil WATER c) CD Li co, MAIN CD 0-) > ;ui V) 00 C) I 0 •C) Lo in- < c) c) 0- Q U x 2 C) 00 F-= 7t < 0 i C) Lr) 3 rn 1 '6 0 co C) 00 6 '7 L-0 K) Lo 00 M c.0 CD o o ai + + C'4 + + C> + C) + + 0 + (14 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 WATER LINE PROFILES L) 740 735 11 2 ----- ------ • EX_ GRADE--@_QL ------- ---- j I C 14 PROP. GRADE @ L 23' 730 .... . ...... 15" RCP L 725 C) N't Lo Lc) 720 1.5' MIN C� 7 CLEAR @ % 1 00 00 n CD m ADJUST EXJ 0(00 cr UTILITES TO +0 CL r--) PROVIDE 715EQUATE � 41- CIEARANCEI _ ---------- - 17 -------- po C-4 U! U i c) o 4 1 C14 C) ni ME 0) Or-) U-) m (5 c6 o6 � M f thQjr"I M 00 L6 If C-4 C) C) :D _io II 0 Z: it _01it z0� 0- C) CL 0,CLoO 0 "k 0 - a- 0 0-- + 0 af + CL z:z 0 or- + C) 7"1Z F_ CL C:) Z Z� i Z_ ---------- - - . ..... ..... .. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 W 0 D 0 0 mz > Its 0 0 n < 0 rx cf) w w C:j LLJ W W U < Um 0 wD 0 to 0 00 > + 04 -0 0 cL to CL 11 Lc) J_ Lu w- _j tj- 3: V) 0 (f) in F_ 0 Z) z C:) .0 00 o 7) z z Ld y 6 OD z 0) 0 w uj P%- LAJ a: _j C4 0 r), 0 LA_ T- AMGP Errvironment One After Madiet located an the grinder purnp is custom - designed fbirrion-dog, GrinderThe • :• operatiom o fit irft vktualty any grinder pump wet wet Lkrversaldesign allr :r, Units are available with a numberof The AMGp is acompletereplacement date a wide range of existing tank for all of to troublesome components depft. ()perationalInfornlation slide rails, pumpfmotor, float mitches, piping mid motor cot ib devicis. Motor General Featum I hp. 1.725 rpm. high torque, capacitor All solids are ground into fine particles, 60 Hz, I phase 'allowing them to.:s..,. the pump, dx)ck valve and small- Dbcharge Conneefions dwrieleir pipelines. Even o4ects not . discharge terminates noi7nally found In sewage. such as plastic, rubber, fibm wood, etc., are threaded adapter .: ..:,, and ground into fine particles. discharge can easily be adapted to I 1/44n►. The grinderls designednottojam and Disdwge for ri-iininium wew to the grinding self-omlained level control system. 9gpmat6Opsig(138TDH) eliminating troublesome float switches. Overload Capacily The grinder pump is automatically activated and runs Infrequently fbr very The maximum pressure that the pump short periods. The annual energy can generate is limited by ft motor commmptibn is typically that of a 40- characteristics. The motor generates a watt W bulb. pressure well below the rating of the auto - ,.: a e:, �, .':�.. • ' require connection •.adaptable'• la`s. U.S. Pat. 5,439,180 Discharge Data Includes h=through tried( valve, which is minimal. LM000100 Rev. C,1/02 i E AFTER MARKET GRINDER PUMP, MUSHROM VENT EXISTING (IF NOT EXISTING, AVAILABLE PUMP STATION AS AN ACCESSORY) —STATIONr. .ter, 1 ELECTRICAL QUICK DISCONNECT i S Jone EQUALIZER ' IffJUNCTION 1 j 1 :r LIFTING r� f (NYLON) 'E j �. DISCHARGE DISCHARGE SLIDE« I QUICK DISCONNECT , ,. cINSTALLATIONS CAN ACCOMODATE FLEXIBLE!I �I•tl� t� ( M I DISCHARGE HOSE +,. i, CHECK r (GLASS FILLED ■r 30.0' EXISTING INLET FITTING PUMP STAR (316 SS) SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY 1 HP MOTOR CAPABLE OF DELIVERING 9 gpnn .AT 138' T.D.H. (34 Ipm AT 42m T.D.N.) NSF SGS CAtf 01/10/02 C I/is M BY CWV DATE ISSM SCALE TYPICAL DUPLEX AMGP INSTALLATION DETAIL SHEET, AMGP DUPLEX . TYPICAL CROP -IN EXISTING STATION LM000105 SLIDER, VALVE SHUT-OFF COMPONENT 1;,FEMALE SOLVENT WELD FLEXIBLE DISCHARGE HOSE (AVAIL. L = 48"-120") 11ADAPTER -t (INCLUDED) -EXISTING EXISTING DISCHARGE DISCHARGE LINE FITTING EXISTING STATION WALL NSF .: aw SLIDE FACE ASSEMBLY top of manhole at grade in pavement areas unless otherwise directed 1 (top shall be set 24' min. above grade in easement areas) square skid pad 6° thick — 3/4° x 2" butyl joint sealant d 3/41 concrete anchor bolts (4 each) 35'max. adjustment rings (1 V max.) concrete ASTMC-150 d 4000 psi b' 12° or 16" (typ.) waterproof coating CS-55 by Con— 1' nominal size RV 30 bury! joint sealant applied d between joints and on exterior side of joints joints are to be sealed with °O° ring gasket } ` —� I.D. — pipe to manhole 5 connection to be :.� by flexible sleeve invert channel to provide a smooth transition in to out T-0° min. for all connections ,' -� 2'-0' max. 4'-0' max. precast invert or grout top of bend Fwall bottom to form channel P' p� r •� same elev. top of pipe as = :t r,' pe A' - - - . d 6° bedding stone NOTES : 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 fL or less) installations. STANDARD MANHOLE Revised PRIVATE Oct 2003 R oQo VALCO, Inc Fig. No. 71 BOB v©v with lid marked 'SEWER' bottom section — of box i SDR 35 gasketed bell wye sanitary (see note) /� sewer main SDR 21 cast iron cleanout cap with brass / plug must be 8° from the top of the d/ screw type adjustable box square concrete skid pad 20-x 20'k 6° deep cast Iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV•CSK (41 SDR 21 - deanout pipe brick base SDR 35 spigot by SDR 21 gasketed :bell adapter SDR 35 gasketed 2'bell 45°bend \— 6° stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT PRIVATE SDR 35 spigot SDR 35 spigot by • by gasketed SDR 21 gasketed bell 45' bend bell adapter k (see note) 2' ~ I 3' minimum,_ SDR 21 gasketed SDR 35 8 x4° pipe and fittings gasketed bell wye SCH 40 (see note) solvent weld cap property Note: R top of main Is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main Is greater than 15' deep GRAVITY SEWER SERVICE LATERAL PRIVATE W Q g rA O x W fr IY W —� a la.. a: 0 \ 0:00 W Q O f0.'�'' O 0 m V) eY ® Q m ® v N Z Cd W E (A 1:) M 0)(/] �V a U > N O L I-- to 3�: C) 0 06 CL (0 (D W W C uy to (D (D C I- C LO to m ®: a 1— LL awl • L tB i1 2 z 0 + • ""a 0- W • • i MS-u (» rrNr.uyg .bR. 4 %i PRcue wM 10 VYNHR V•(0!M CONHRYt NN tM• NHIOIAAI' ,r� N w �12• What Wk Y 3 rwt w ~ r R 1" 'l.:.f i / r R gvwr� � N wsNAia. % er . S Tow w wY araey ti GAR-Iw4t W1 - ikMw ww4n .V4. •atlH Nod " ♦ I ' N 4' ew.poa.e bPw• (:wow G IA'4•oMd P64`WNA R • • Y p•Hn•L t4 • � � E>30Iq ParaiNwt p" A, . p- ER no.t SUGGESTED CONSTRUCTION METHOD IF ALTERNATE CONSTRUCTION iTETHOD iFL. TOP SLAB iS POURED SEPARATELY TOP SLAB IS POURED SEPARATELY W 6d. aYa ' b •�•---� _..,,, .• utaLAR NOSE Wwi" rumw -. LCI NON tltR r104R. • 6 s T .•�2'• tr • W • 4'NMr•1'oMR '' ►.' DorrYO • tY re : MdrNN•• N.y Na-srwETwca ImE 3'wt.. • Tb M NR•b NNI•y ha rNM•H6RA ai nNue+ n r iC' apthl w iwRew •R waft eR r 3' td' 200 Y wMr tlHRI tlr IHIHdW WA••• NWIRP6 Y Nld•I WE cob ai N:edr iM W t" of 6 e Ad6Aiwd hale d edpnh ia• b M vowdM YtRN 40 Wr ew Rwa1 yam,, WE M• *A b-*l fa pew, 01�Irtw pa..1e, a •New " SIN 46 EARN Y A•++6rRJ w6m. oa,w.le w � Y q e• fr .. I.... at w�'. 6�Rn6 w sV.cEw M' � G•ah•w• • • D atd SAbobs, er"I-dst a.b N6 a IN01"A wM: at. CFTC eta Y b w Sty CG •AA n,.d. tar o d WHNI w •4 M IYR h tM^ . D vwiw VarNAr r L - Cow At3 Cowow rl r r R Wh- N+.4. .;M : 3 rail w ALTERNATE WiTH EXTRUDED CURB • " e e 0 rF D.rF"n • A rmHP•et46 haw. Cmo•u w..... �, • Y Pose. m • " „4arer. p . I b'! A srfou STANDARD SOLID CONCRETE RAISED MEDIAN STRIP 502 VNONA DPAttIEFR Or 79A1aMRATM lD2"03 INSERTABLE SHEET A59 cu-n A 11117C a it . wa a- c _ a CO-6 • IV an MAX- 4WIT MAY 4• ^'}MOIL 201 M DOWELS, Or LONG 3 • 12 C-C B a {11 tOH �7 SECTION A -A OWE 01 MAXIMUM JOINT + B ' •SE TION 8-13 TED Dom �4 K WAY SHALL _4 3 # in Y LA �& �Q: U TANGENT PLAN 4 ROSSW)K n • TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIACONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK 1nN(WITH BUFFER STRIP) ALTERATIONS Tee uEPo t(PERPEIVDi THAT �Ruib- RO�R "e�o�r•ri: (4r 1rQ, K0lwC0 AYrr�OR$"R °C'1�M''p'�� YIYN LERO N 6 F Mons- COMTRUCTICKS FEET FTOOIIMM KTEGTIOR • OVl L NCSA U tY/1MNG TO K CLMM M3 PaWM:TET[ I(l/d5 A•4 E /iENiH6T1 IrTNH 9.P KSSTA" HTEC E L SIff,Cj COYTIrIIO rDE (ui I OtN of THE RAIL nod! rF 2 r00T PI LENGTH N TIE DIRECTION Or TRAVEL, OF T1CTT'!E4 Ot YATEIK IRTH THE tKNCATEO COC OLTECTIOIL EAOM MAY K USED WON TK APPROVAL AtCTI� WA/ua6 T WE FIOYO(p BY rIWO1C17a/ 11UICA7[0 OOMEE To K SNARLED CBIT PLAEI �It tNl[CY6t N FOP SUMIQ. M CAA O TK OErEC7AM.E fMb/O SEC1)d SHILL K A i ATEO DOME COMYAMIWC cat MIN TIE AOJAU/rt SIAWAC[S IAOMCENi 91FAMs Noma D srOEu TAIL. 3, 5I, Or CTS R,IM► wY ►pip Mwaff 'ALLY IBM RAP FLOOR OR rr UW C PfJYS9RE • /�� IF 1151111CC T�E�p�JLSdI►TKICSTANS fN.EHdO,M[�ED1Rl�IRS P�Y� D�t��WI�S yp t p,�I/� /LJ�Q S� • C^�- �..-s•OTT OW 4 CFI IC tIeGY N 7'LACC AFEItw OLALflLTfI OF MlECA41 rRAtR nB PKCA4TM(.'OMCRitC SMALL !C QA45 A•4. 0 o OO"oo33//OO o 0 0 0 0 0 0 0 5 WEgAEEp t x t RIGCO r T E(MO! /LOUD BOTH SEES OF T)[ RN! 0000000000000 A, low. Ni 0. aIMAaMM /4D filrlrJH SLOPE MANWrtONS /OlICGNT TO ONW RAYS ARE 0CLU MD N PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rA gNVaAI! AD OUI1pFRDL 21N C-C O 0 O O O O 0 0 0 0 O 0 0 7. IRHTM IJS/Dr MRNC710M PATH SSO, OGl A Nx•7, TIE alit! FLEX ON 71NNS STAOAIO K TO K TO WI M -SU 3 AID COHI'IQNATIotI O O o O O O o 0 o O O O o S CUM RAINS ARE TO K LOCATED y(B -A �TTE RIM - M -1 FILD W7 THE DIFAEQ. THEY AK TO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K�,PII�YOi A7 Mfa3CCTID6 III M TIER BOITC WNW THE NIGHT OF WAY OF A NOIWAY / Y A;= MW 'JMW^X 6 E)MT* ,MWP0 3),A TEY 0 0 0 0 0 0 0 0 0 0 0 0 07 U. AS LIDM( PL1ds OR Al DKC1f0 h'NO MCt1l, THE _ MPI�. Ma4fEK0 1„� TNG LIGHT f'OtES,FKE 0 0 O O O 00 0000000 RL CT WOI/T[ M /. COtrTCL to 0 0 0 0 0 0 0 0 0 0 0 0 0 /LAC[0 ItlrAD BrAM y C R A ff A F Y TNA7 K 1902.LT a TI MAY THE WFS OF THE CR � VORI/t-TIMO[NiW. ACTT016 PROYOEA THAT THE a!N ORUwIO a ItKEO DETECTME WARNtH•NG '' 1Iow?n TTIE CDfETEOOQIptrD1E NT;VNPONI[OASEo CG-12 DETECTABLE WARNING SURFACE A' WV.3AD3 TYPE A (PERPENDICULAR) APPLICATION e'a65 20.05 V00" DEPARTMENT OF MMOFMI'AnM cc T I 3 I v STREET APPROACH SAYE # A-•1 SURFACING AS MAINLINER AY ,RADIUS TO K AS I p C SEWN ON PLAtS1 Jy Ci 1 TO BE AS 4 / RADIAL T 5)DWN ON PLANSI CURB AND GIVE (SY'0, C'G-6) �'�� sOCWAK I ® NIL• H[SS AJ :• - 6- i HH OPIFOMl1, g- C "BETE .^'_ `'✓ ;<-d-s ---- FLEW LINE -/ •. 1 --- J EXPION JO•11 EXPANSION JOINT ANS Z51 SECTION C-C NONE WIDTH -R- 2•.0- OR AS W IMANI ROADWAY SHOWN ON TYPICAL SECTION, A, J PLAN VIEW M CONSTRUCT GRADE CHANCES %"IN A PARABOLIC CARVE. ®WNIEN THE ENTRANCE RAENCANOT ACCOMMODATE TIE TURNING, REOLWREMENTS OF ANTICIPATED HEAVY xY PJABOLIL CURVE TRUCK IF )C THE DEPTH FOR SDERAX % CURB BAPS WITIN fHE LIMITS OF THE RADOSHOULD BE EDGE OF SWUADER OR B MAY. D INCREASED TO T-. OPIMAL FLOW LINE t> cHHAA:E - -.. - -- p BUILT USED ORPROORJECTI. NCONUNCTION)''i1TN y .MANE ROADWAY -- - - '- -^ - - - - - - N VDOTPLEASE n i MAX. D NOTE THE FOELOWNO< SLOPE cAIANCE - - 5 MN. 40, MN. FOR SIREEI D X,X MAINLINE PAVEMENT SHALL DE COI T TO THE RFW LINE (EXCEPT ANY SUBGRAEIE O'DE9AIBL[ FOR COLLIE STIBUZATION REOUIREO FOR MAOLNE PAVEMENT WHICH CAN RE DOTTED N ENTRANCE TIE ENTRANCE.1 SECTION A - A ® RADIAL CURB OR COMMOTION cum FED GUIDELINES FOR GRAVE CHANGE 0 9EYt THEE aR//W LINALL E ExEEP�T CONSTRUCTED REPLACEMENT PURPOSES - MEN USED N CONMICTION WITH STANDARDOL ENTRANCE VUME asRARLE MAXIMUM CC•3 OR CG-7, THE CURB FACE ON THIS SIMI IS 10 BE A YLISTED TO MATCH THE (HIGH IMDIt[ THAN 1500 VP01 0 i 3 i MOUNTABLE CURB CONFIGLWATION, HI- ISOO�i300 VPDI 53 i 6 i TK SEE EUSEDSTANDARD CG•T2 rCl CURB RAP D(STGp O lhEO WITH THIS STNDARD, LOW HtE55 iN)N SOO IND) S 6 i W ; TK CONSTRUCIION OF A f10MANS �LNE IS REOUWCO TO INDICATE WHEN PROVIDE POSITIVE DRAINAGE ACROSS THE ENTAA4Ct. OPTIONAL FLOW WY REOkX WMPNG OF A PORTION OF CUt7EA 10 PRECLUDE PONOM OF WATER. SPEcEIOAT'°' REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV. 7 D' I VAIF.MA DEPARTMENT OF TRANSPORTATION 203.04 OHt / SECTION CAST WON 1/2 SECTION STEEL NOTES Y-r 7/{' • 7/1' • '/i I. "IN OF INLET (H) To HE SHOWN OH PLANS L I. P* 10'-4" Meo9 FOR DEPYH GREATER THAN IO' USE STANDARDcaul .,M CARP' T-'T'/" O-IA B B 2. TIC 'H• DIMENSION SHOWN ON THE STANDARDS A A A AND SPECEEO ON THE PLANS WILL 9E MEASURED FROM THE INVERT OF THE CUTFA.L CAST GA-V. PIPE TO THE TOP O F THE STRUCIlRC IRON STEEL DA• -1ded A PLAN'1C DIMENSIONS ARE A'PROXNATE ONLY H fO"t FOR ESTMATNC PURPOSES AND THE ACTUAL 66 ) OPuanal 3 64. 43.6 An. 04F.NSIOIS SHALL BE OCTERM0ED BY THE CONTRACTOR FROM FELD COMENTIONS, &oc• Ribs inCM16p ila16ry WCV w 3. WHEN SPECIFIED ON THE PLANS THE INVERT HS --- Mp• �+"ct � t.. ro <oeor TO BE SHAPED N AN ACCORDCE WIN STANDARD 15-I. THE COST OF FURNISaC AND PLACING AL - YATERULS NCOONTA- TO THE SHAPING IS TO BE 3 14CLUOED N THE BED PRICE FOR THE STRLCTURE- %j • r/i x 4- %j' • t' 4. N THE EVENT THE 14WRY OF THE CITFKL 91/- 9'/i L"pa� S a' FPE K Hf7/ER iHM THE BOTTOM OF THEcMW STRI/CrIRE "VERY OF THE STRUCTURE 4•- dn4cla• Oil- SHRILL W �N FEE WITH CE3EJNI MORTAR TO 11• R'/i PREVENT SIADWIC OR PLOW OF WATER N THE STRUCIURE, THE COST OF FtRM4NG PLAN EL�Q7 AND PLACING ALL MATERIALS "CCENTAI 10 ,EI 5 TO BE NLLTA:ED N THE BD INLETI/:rol•R-_. Rem _. [6.�1�aalcVlm7--i{t CE FOR STRUCTURE.0BEIN PRICETV FOP THE SECTION 8-8 ED MEN H IS 4•-0- S. STEPS ARE TO BE PROVIDED �7(2� OR EATER. FOR DETAAS SEE STANDARD ST-H. DIMENSIONS FOR COLLAR DETAIL 6. IRS ITEM MAY BE PRECAST OR CAST-W-PLACE. CAST NON ONLY 7. a x r SMOOTH DOWELS AT APPRO%NATELY 4•-2" D 2�4 1C-C TO BE PLACED N ALL AREAS ADJACENT TO ABUT IM COMERETE t0 PREVENT IbrdNHa• CI•Ih 2'•6" SETILEMENT. N LIEU OF DOWELS A 2-%4' NOTCH MAY PR SEE STANDARD [--� 6anete F"3- 1 1 P T"O-3.♦ R ALTERNATE RNATOE" 1. a 3p •°'• Sc• tbl• B N d - A 3- DIAETER WEEP IIOtE 'aT)A IrxTV PLASTIC CLOTH % - NESN OIR GA.Y/A1QED a nHADWAtE aCLOTH eV:Y ION D Cobr A --4- arP1A Agar. �oO��QQ� - C MEIBEF 4 i,E 5N"N'iN W ANCHORED _ (�JM M6 79 w //C E E E t n- •e , G wQDH FIRMLY TO THE OUTSIDE OF TE STRICTURE. t1 CAST M PLAZ CONCRETE TO BE CLASS A3 i-•iY-IB' PN ]4 n 110000 ✓N -� 00000000000001j ilrl GUI WDO P9.). PRECASt CONCRR ETE t5 i0 BE UIUI I)11 • D' d A d '�jr� �(}j 'nI 0000�0�� H D, ANY ALTERNATE METHODS OF ANCHORAGE NEETNG THE APPROVAL O' THE VH3NEER ( D d • 7_ �L tL'UCS AS SHOWN HEREON. IDi CAST RCTH SECTION A A [-"I�,� I�i CONCRETE QUANTITIES FOR MIN. DEPTH t2- cmroete Pyt• - 1,440 Cu. Ads, Coltcr•t• SECTION C-C SECTION D-D IW 4WHd•t• Pp• - 1.529 C. Yd. Conu4ta O" c•Tcret. P'P' - L620 C. YdM. CoNI:.•t• 24' Ca -H. Mo - L817 C.. Yft Ca Y.L• GRATE DETAIL AM 0.469 Cu. YN. Pa oddi)alHA loot or deptA APPROOMATE WEIGHT Caal AaN STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 IO{.Ol VRCINIA DEPARTMENT OF TRANSPORTATION J02 STONE CONSTRUCTION ENTRANCE EXISTDIG PAVE 5.1 17ILTER r t III MK 7GRM�L • a . u: u I• H M. •' N ' T Ni .... II ......... EXISTDG PAVENNII ��.:�i.�. ��r.�r.Mt•MrMa ,t•�r.: VWT in PMMVE DRAMM CM0 M SEDDIE1,11T u � MUST EXTEND OF I G ES . EGRM OPERATIM PLAN VIEW I a• CLITIN SECTION Rn CONSTRUCTION OF A SILT FENCE (WITH l/ M SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4• 2. STAPLE MIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW /III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EKTEND iT RN1O THE TRENCH. attl@ed Ni: LO-6 NOTES: 1. THIS ITEM MU.Y BE PRECAST OR CAST N PLACE. 2. CONCRETE To BE CLASS AT IF CAST IN PLACE, 4000 PSI IF PRECAST. J. C'D119ZO, CURB A CUTTER HAVING A RADIUS OF JOD FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL. CO40HATIOHI CURB L GUTTER ••FOR USE VAIN STABILIZED OPEN•CRAOEO ORMNAGE LAYE�Rn7tE BOiTD/ t1F TIE. CURS A 11 5T)WiET5LOPE dF- +�CDASETCOIRrSES AND TO THE DEPTH OF THE PAYELIENIV S, THIS CURe MAY BE USED WHEN OESCN SPEED IS 40 MPH IPA LESS ON RURAL HIGHWAYS AND 45 MINI OR r R I f ALESSREA N DEVELOPED LGN S L SUBURBAN I ARE F THESE NK Ij EXCEEDED RD CC 7 IS RE E%IIEND STANDARD CC-7 6 FEDARED. D e • r•r -T _ T•r r -----__--- -- Z THE BOTTOM OF THE CURB If40 CUTTER MAYBE CONSTRUCTED PARALLEL TO THE SLOPE OF j 6- I 7•tr' SUBBASE COURSES PROVIDED A �----7' MfMIN DEPTH OF r IS IAANTAED. 14S AEA MAY BE CONCRETE AT THE OPTION Or THE CCMRACTCR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 502 VWCHA DEPARTMENT OF TRANSPORTATION IOL03 n-3A3B.ac EIMPAt1A0N J(WIT ppR pE NLS OF ,�.FAy�F�T{ 3'-TO' FRM1C i COVER INLET eICIt OF SUETFKKTT'- BMt� a STANDARDSEE 2. GUT 9A6 4- r q C$�. ARS r f 1 1-I e W SUBBASE _ _= CLOTHAHE + WEEP W NOTE a SEE NOTE � INO r FL BAR A IRS D FACE OF own 6� /6 GUTTER JOINT COAX CONTROI JONI PLAN WAX. (--A L-ymaif E - MAX 20 'NOTE SECTION A -A r NEWEO coNsT. JONr ' 7d • 1 i" B M!' S r CUTTER _ A e TT BARS F BURS E I -El ^ 03" OHMETFR • 9AL5 E WEEP HME FRONT ELEVATION B,M F r. BARS e __.I I tWTTER REWVE01 wel4- WIET PLATE 3. SECTION 8-9 a -_TYPE , ANDSE DETAIL 44ML BE USED WITH CC-3 L CO"7 STANDARDS. + • TYPE B NOSE DETAIL SWILL BE USED MIN CG-2 STAND RD& TYPE A TYPE 9 %i X 4-STUD SEAU CONNECTOR WELDED CA-VAII PLATE FOR TYPE A TO 9E BEAT ON AN ANGLE OF 611 CONNECTIONS AD 15 TO BE ANarOREO WITH O- X 4- STUD SEAR NOSE DETAILS TO ANGLE WON AT TC-C. 01-3A t - 1- WELOED TO BENT PLATE AT 2-C-C, DII L b-3C L PAVEMENT WAGED PAVEMENT -J 1 I T I rLO�f I 1 •EL4Sr zJ ' '..-T-W J DETAIL WHEN USED Fat USE ON CRAMS ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES 70 9E SYMIETRICN. BEET 1OF 2 STANDARD CURB DROP INLET , 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 VIRC4A DEPARTMENT OF TRANSPORTATION 302 f37"3:S PLAN VIEW ~ IRATE "DADVM saw C LrIrI it !FI OCTAL A �' a'• 111a �~'�"'�^' '�D L Syj" 17Sr4" I HA' 4 1 E -C '/•w R 4• iFEJYt L 214" 1214' a Y! CdEEC7at 4 r2- c-6 DETAIL C 8m A • S� T:A OCTAL A NOTES, SECTION A -A r It. N NO CONK 711YLt TOP OF VOWXL PROET MOVE FILL 'SAM L WIK K KOWU OI IiAIOMAL AT TWITWCK O,OPL, OR S OMAOM USE OF At QLWIg17 tt11E1t TIE rWW I CLAW AS OOWWTC 70 K USED E CART N T1ACL 40M 17r tSROIB THE OILtIQT. K/OWKL a tit OUILCT D �tN Nt-• lYf. PRECAST, CO Or THIC Ct 1KXT WAY K SOAR WKON _ a REIMaR�lalO0k�a7(p�i To MAWE A wBal y oaEalc7E coot i wWAp y�E T[io K t m !GRATE SECTION DETAIL WE TIlE7 2iBDMrOR41C sTEa. AIO OUANTrrEy FOErAd R'i1[0'KET'CHMtf'�F 4Q°-7Ci'OY jir)IO7N ^c- sQ 4. THIS ITEM BAY K PRECAST Olt CAST N RAC[,3KW - � lrt'1�11 A BOTTOM OF STRUCTURE TO K OM THE SAT[ GRAM M DRAK40E OFFCK AORTA �,t, • •. &,C111IB11I WAY K FROVCCD ON ALLCDOCf AT 4~ACTU DM i • ,. -f{• 7. HEADWALL TO K WYO" N AA WJ4 CHEST -"�.• A �0 MOT WHEK A C WUICT WfM WIV(RT OR WUN)LLS OCCUR. NYOIi DETAIL. A DETAIL. 8 IWCET •t PIPE• ENDWALL WITH LOAD - CARRYING GRATE FOR 12"-24" PIPES 715 VFAW OWINDAW Or 7ROOPMA7= 307 WL2. 4. SACKFILL AND COMPACT TIE EXCAVATED SOIL SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF M (._,•- CULVERT - �I ( ( I 1-7- ME OF FILL SILT FENCE o 0 R DISTANCE IS 6' MIN&W iF FLrril IS TOWARD EMBANK►IENT FL,OMi OPTIONAL STONE COMBINA FION 1.0' 1-31 FLOW VDOT A-4 'Swr " Ar8r OR j57 TO REPLACE SILT FENCE IN w HORSESHOE ' WHEN HK*N VELOCiTY OF FLOW IS OUTL1 O SOURCE 01I from VW Siodsld Shwas Old Vc. MC concrete pad 1 W sq. x 6` deep Y ` v 4` stone F screw type adjustable valve box 48° min. Z1/1 location marker stone valve megalugged megatugs to main / / megalug .. t ' thrust block 18' to 24' 81x 8`x 16'solid block (for valves 12' ad larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 DETAIL I t ' t •:.�13 _S {�• •N ♦ .LION..,• �'w1:� yt��b . �..aN �� A MIN, fjWlW •. i�4�r�r ♦ �: +" '.. j : .T:�• i ��1 .. % ° M FARI SECTION,•SECTION NOTES:11 MIN. 3S FOR MULTIPLE LINE H ' 1 2- ON mv SECONDARY ROADS INSTALLATION PEOURING EROSION CONT& st<�IE 70 BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. �1 �• iI iw 3. GEOTEXTILE FABRIC TO BE 14STALLED UNDER ALL EROSION CONTROL STOW W I. THE SPECIIIC.TIMS. �•nr.;t tN�tryyb.l �tirarP''ACCORDANCE E' SECTION ECA MIN. DEPTH CLASS 1® STONE FOR EROSION CONTROL VIRGINIA DEPARTMENT OF 7RAVRORTATiON GRAM CUM "T i •fir+ JIW � : �• +WET ♦ • � +." T►. !;'.ice ,�1 ��i^ �~ `�IN►YY GRAVEL FILTER RUNOFF7• ���)��� WIRE MESH V,_FlL!ERED WATER All SWMENT cl Ali GUTTER 12* CURB SPECIMC APPUCATION W PONDING IN FRONT OF THE STRUCTURE NOT LIKELY TO CAUSE 1 h1 ':4I1.1 1' t, 1 ADJACENT ,STRUCTURES AND UNPROTECTED PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.07- G" dia" schedule 40 steel pipe filled with concrete 3' and painted yellow T z 1 a 18' dia a' t'l concrete encasement 3, BOLLARD DETAIL E.direction of setting to be approved prior to installation as required I rooncrete pad V-6" sq. x 6 deep 2' min. - 6' max. 4' stone stone to be minimum f of 6' above top of base FIRE HYDRANT ASSEMBLY Figure 9 general backfill (see note) concre select backtill e note) O.D. STANDARD general backfill i' I'select backfill Be note) 6" 1/2 O.D. 6' CONCRETE CRADLE C screw type adjustable valve box locator marker mechanical joint swivel tee with 6° branch general backfill CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 select backfill ,e note) J •1.1111111fit P. . . B •1+'v 11111 Ron •Z }..� CL U N o �N V) � 5 Z (n l3 N N 0 � o C) U? Cu Z N �' E N Z� co Q L- L7 0) [n - V Q U �! N O re-J U U o V o 06 d W i` Ln li 0 W � c ui j U) I LLJO cn U) C W v 0 r, , ] C L17 to d Q U •- o L >, 111...��� • L � L N W z o Q) 1... C: tT ' d w VBHH77-158HC-11.77 2' custom setter (meter by FGSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) manhole vanes 2 max. at property line finished (see note ?_) grade skid pad --_zzx-vl . = - roadway lox c E • r 3' riser section for 4' 2' CTS polyethylene I- diameter manhole tubing (PET) 200 psi with cutouts w/ SS inserts at all connections It 3' min. -I D 2' 0 saddle with corporation stop min. W water water main e bedding and support blocks under custom setter 6'ston ball valve curb stop with PJ inserts (CTS) both ends (844-777 and MIP plastic plug andC14-44MI pas w/ SS insertsj; with 2° gate :5 valve operating nut # 6 NOTES: 1. Access door shall be by Halliday Products W or our approved equal: a) in non -traffic area -model no. St R3030 8" b) in traffic area - model no. H1 R2424 2. Water service crossing street: a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shalt run from one toot beyond sidewalk, across street, to one toot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge Insulated copper wire (tor line tracing) from Corp. stop to Into the meter box [ wrap wire around (typical) Corp.to topPET at foot wire to into er eI rvals; come up me bo d terminate level with angle ball valve]. 1I 1/2" and 2" METER INSTALLATION Revised Figure 6 Oct 03 2' min. hinge O 6-0' min. 3' x 3' access touch pads door with padlock hasp precast concrete touch pad read out (mounted on door) vault -min. 6" walls pipe in vault to be access ladder 6-0. ductile iron class 52 min. 6'-0' ` T min. manhole boot i -c c r• G = _ } block support 6' stone 3" THROUGH 8" METER INSTALLATION Figure 7 W V) D a Y Z � M �.- 08 d IU Y � �ffi W �8 U 0 Q Y W 0 O a_ Z o O 00 Q N ( LLB W ft Q 0 W r WI"- cumin 0 U) III 0 Z 40 V V o 9 C 7 ' r a Z Y Z 0) vi 3 v A • _ o n 0 �N