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HomeMy WebLinkAbout45-04 Greenway Baptist Church - Church - Opequon - BackfileI 0 T a 0 0 U EXISTING DRAINAGE EASEMENT D.B. 839 PG. 258 LOD POSED JCH DRAIN\ -PROP. DRAINA 20' PEDESTRIAN ACCESS r, EASEMENT DEDICATED FOR FUTURE USE BY FREDERICK COUNTY FOR PEDESTRIAN/ BICYCLE TRAIL. Q + 727,0 \ � C cD O O O � • L CD � Z O -a c ~ CLASS Al RIP RAP cD L=8', W=10' 1 m 1 � N 7 73: T r T/C 728.20 T/ 72C8.70 DR/RNSlIIQG [MbW. ZGAMEVARMENT PROTECTION. O D.B. 839 PG. 258 Cal � O � A A FF ELEV.=730.20 LOD SF SF SF � F SF SF T/C 730.60 LO D E EXISTING HOUSE TO GE REMAIN AS PARSONA NIIN� INIII� !1 1� cn z w O F-- z w 0 O � = z O d O O O E O Z_ Z z Q Z U a- a 0 W o c) a o Q w LLJ Uj o 0_ CL F- 0 0 0 LLJ W LLJ CL__ Of ch-, —I NI -)I I 1 1 z LEGEND 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 ........................ ■ CE PROPOSED EC-1.... ..................... ....... SILT FENCE INLET PROTECTION - - - - - - - - - LIMITS OF DISTURBANCE ................ LOD DRAINAGE DIVIDE OUTLET PROTECTION SUMMARY -'ITING DING Culvert Width Length Depth Riprap ''EMAIN feet feet feet Class 1 1 10 8.0 1.7 Al 2 10 8.0 1.7 Al 1 3 10 8.0 1.7 Al DUMPSTER PAQWI6 FT. HIGH OPAQUE BOARD WITH DOUBLE -SWING GAT . E/P 729.50 ISTING BUILOM [Q?9.'l REM70 E/P 728.60 0 0 co PROPOSE PICNIC SHELTER Tl -- I Jf, GRAPH14CACWE 30 15 0 30 60 ( 1N FEET ) 1 inch = 30 ft. 730 / POST FLOWS Q10=14.23 CFS ELEV=725.5 725 „� d=1.10 FT Q2=6.44 CFS VEL=2.5 FT/S 720 0+00 DITCH SECTION A —A SCALE; H: 1 "=50' V: 1 "= 5' V z o o = 21 r �Z OWW00 ZO CD ct v; m a) N O w .. �1� N - M cy) O� Q C) U > - IT J U cV O a r` if C 06 o a� ca o 3--I.N y w L) v N 4-� a- U •L o V) _ U) I Q� O °� r * .c �0 a W N W Z Q a. 0 O Z Q z O 0 U Z � Z W 0 a W W J(n U U U O O U 0 W W Y U z 3 w W w N Z W W U Ld O O Q O O N � � O � J � af � V Q o w U V) = W oC-9 z O Q c0 U U die r z z y z C� w _wiN 0 U LLL qr-- I I E B I A N 2Q' PEDES RIAN ACCESS EASEMENT EDICATED FOR FUTURE U E BY FR�DERICK COUNTY�F R PEDESTRIAN/ IICYCL9 T AIL. I i I m � O V o� V EXISTING DRAINAGE EASEMENT D.B. 839 PG. 258 r i ' I lipRop DRAINAGE EASEMENT co J I O I I co 60.00 PROPOSED DRAINAGE r EASEMENT i' POSSIBLE SIGN LOCA�ION 12.0' t If I~ 71.96' SEPRARATEI PERT Q f ED.I Uy _ SEE NOTES #1 &II#9 I m DS 209 PG. 100E v t /rLiivL/ RESERVED AR 2.5202 ACRES 20.00' 24.00' 1 1-FIRE HYDRANT ASS'Y. SET 3 FT BEHIND CURB ~ o 20.00' 5 22.00' CG 6RF 4 ---�.I l r o ,D VDCT CG-12B LO (TYP) v ; 20' U A 1 c' o G-6 CULV #2 rn TOP S &BAR 90'-24" CPP a® 0.44 % CDCU 11/ 1 Q 18" RCP 0! 6 % G-6 I / � CD t l_v ' CPP 0 0.29 v O' cJ; PROPOSED I DRAINAGE EASEMENT 382.03' I ESI AT ;i i w o o l C i I? 1 CD £ 0 5 CONC \ '1 28' 90' BEND -J EXISTING DRAINAGE EASEMENT i D.B. 839 PG',\ 258 v 11 OI \LOT 77 O' o PIN 75M-2-A-17 T S. COHEN z Q) SNOB -NST.000008986 i PIN 75M-2-B-8A AMB BUILDERS LLC INST. #040001529 USE: VACANT ZONED: RP S33 `75'13 "W N w N Q G�NIA _j� Q o z �g Q -p O = zo z n \ w ,6- �z 0 O C/i C/i vi (A C/i P oWWOo 00000 � D_��� 0 0 0 CD w �ooCD ����� zG N CL� N PROPOSED 20' - ELEC�x EL C- - `C-LE Cn o SAN1 TAR, Y SEWER ��L' \� - -- -- ---- --- F� CO z w V Q N EASEMENT ( --- `� \ x\ r ` \ PIN 75D-4-E1-109 w w = o °,CU I PROPOSED 10 \� N CHARLES J. &DAWN M. BROWN � C) w N - co 0-5 °' M EL EC TRIC EASEMENT P1 VE N z a 0 > o \ EX. M 9 RIM= 73 -.63 INV IN=71 INV OUT=717' 72 PVG 30' DRAINAGE EASEMENT 400-8 o \PIN 75M 2-B-8 Cl ORE DRILL NEW INERT `�BOY ING J�T BENCH. PROVIDE LOT BENCH. SEAL ADAPTER. MOS13Y NATION SECTION ll � 1 USE: SINGLE FA7D�IL RESIDENTIAL I ZONED P \` PIN 75D-4-F1-108 DAVID R. & TONYA 0. HOTTLE USE: RESIDENTIAL ZONED: RP 00 28 / . CG 6 X REL OCA TE POWER UNDERGROUND ` \ \ USE: RESIDENTIAL Q z z 0 J E " � Lo o EX. 0 VERHEAD ELECTRIC F, \ f\ e `� t° C° �" Cri -, z w V c N + �P ZONED: RP o Q �/ \ 2 EXISTING DRAINAGE c-) 11 C° a_ > N .c � A CLEMOUTS At 0 ON CENTER. / / N Q TRAFFIC BEARD FlXTURE REQUIRED. / S �� \ �\ o_ EASEMENT � � II w CD H LL N 0 D.B. 877 PG. 1508 a_ a_ a a �- • to ai o 0 0 0 0LLJ _ cf) U-) Cwi) COwcwn U L / \ \ \,2 , w w w w w L> 'PROVIDE 6" HIGH ANCHORED �Cr � � Cr Of ea 'CONCRETE WHEEL STOPS. \ \ 2 co SEE DETAIL SHEET 7. PROVIDED l t FOR FUTURE EXPANSION. z + ` \ "' '�' "' O Q) `? f\ EXISTING M SE TO Ar • ^-� a 5' CONC S i I I L 4C.0. 160.00_.- EXISIN IG BUILDING POLE MOUNTED HANDICA� TO gE REMOVED PARKING SIGNS INSTALLS PER VIRGINIA STATE CODE SECS ON -P R P CHURCH 36-99.11. (SIX REQUIRED) FF=14,871 SQ. FT. FF ELEV.=730.20 s sw 8" PVC SDR21 WATER LOT 16 PIN 75M-2-A-16 JAMES T. JASINSKI DB. 921 PG. 1354 PIN 75L-3-1-6C AUTUMN GLEN SUBDIVISION SECTION ONE I z OPEN SPACE ROUTE 642 14' VARIES I X w DB. 919 PG. 1746 SAWCUT EDGE 2' PROVIDE TACKCOAT 12' MILL 6"XI 1/2" JOINT XI EX. EDGE OF PAVEMENT VDOT CG-6 1 1 /2" SM 12.5A CROSS SZOPE= 114 "1 ' 4" BM 25.0 OR MATCH EXISTING' 8" 21 B EXTEND 21 3 WELL COUPACTED 080ADE I FT. BEYOND BACK OF CURB ROUTE 642 WIDENING ' HOU WATER VA \ VE \ w � EXISTING 1\ 5 CG-6R -- �- \ - 36 e pAX CIDENCFICATION1N1UMBER 75-A-104C 5 EXISTING EXISTING PARCEL AREA 4.9 ACRES FIRE HYDRANT DEVELOPED PARCEL AREA 3.2 ACRES CONC S W �°\ y5� \ ZONING RP 5 - ' EXISITING � � p \.� ADDRESS 1275 TASKER ROAD ITO REMAIN \ CURRENT USE RESIDENTIAL Q 38.00'- - f �� PROPOSED USE CHURCH/RESIDENTIAL \ DISTURBED AREA 3.2 ACRES \ ' SETBACKS REQUIRED PROVIDED (b N FRONT (VA Route 642) 60' 143.87' DUMPSTER PAD WITH 6 FT. HIGH \ Cp \ cs` SIDE 15' 91' OPAQUE BOARD FENCE WITH C \ \ REAR 50' 270.36' DOUBLE -SWING GATE. \ \ �- 1 PARKING 5' 18' 6" FIRE LINE a 1 BUILDING HEIGHT 35 (MAX.) 30'(+/ SE -) 2" WATER �VICE GREEN WA Y BAPTIST CHURCH �p \ 00 Z O " _ USE. SINGE FA MlL Y RESIDEN TI L \ Z GROUND FLOOR AREA 14,871 SQ.Ff. 6 GATE VALVE 38.00' 1 1' WATER \ \ � NUMBER OF STORIES 1 I ZONED.- RP ALLEGHENY POWER COMPANY \ \cz� \ \ -A FAR ALLOWED 1 i 0 6FORMERL Y NORTHERN VIRGINIA+ \ � Q F.D.C. I 48.00' x \ \ FAR PROVIDED 0.11 5' CONC S W I GREMp Dp G POWEf? COMPANY RIGHT -OF- \o \. MINIMUM LANDSCAPED AREA 0.74 AC. (15%) TO BE WA Y (EASEMENT OF UNSPE_CIF/ED \ \ n `',A LANDSCAPED AREA PROVIDED 123 AC. (65.9%) 00' CG�/ I ASSUME01 O BE 4ERALL Y \ Im\ PARKING RE UIRED PROVIDED O /. E.PROPOSED 20' \�\ TYP) +C. �� PICNIC EACH SIDE OF CENTERL/NE) \ \ = C� \ STANDARD SPACES (1/3 SEATS) 111 131 S ELTER o DB 228 PG. 8 \ \ \ HANDICAP SPACES 5 6 o \ LOADING SPACES 0 0 J N a " � TOTAL SPACES PROVIDED 0 137 4?"o 0 2 WATER SERVICE o 12X8 \ � o o_ TAPPING S EVE ,� � O ��Aw�i�.�•>_ k AND VALVE. TAP � F.C.S.A� � Q PARKING LANDSCAPING J� PAVEMENT AREA 47,916 S.F. w GAS GA GAS GAS GA3 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS PAVEMENT TREES REQUIRED 24 ® 1/2000 SQ. FT. o < - UNDERGROUNEC VVICE F=E E E \ GAS \ PAVEMENT TREES PROVIDED 24 ~ I I- 8' PVC mini R INTERIOR TREES REQUIRED 14 (01/10 SP.) Z :5 a. z w (L J W W F- Cn sw sw 41- sw 1 sw --- - - s - - -mow w _ __ , ------ ----- -s+�- - e - - 8w INTERIOR TREES PROVIDED 14 ' 20 WATER 0 15 B.R.L. ESMT 22.5' B TOTAL TREES REQUIRED 38 _ \ \ TOTAL TREES PROVIDED 38 -- -- - -- PARKING LOT LANDSCAPING REQ'D. 2396 SQ. FT. ® 5% V 8'-TEE 80. 46' 80. 46' -FIRE HYDRANT ASSVO. 46' L19.21 ' PARKING LOT LANDSCAPING PROVIDED 14,000 SQ.FT.(+/-) 29.2% 8" GATE VALVE 6" REDUCER ET 3 FT BEHIND CURB OPEN CUT ROAD CROSSING. ` NOTES: _ ll MOSB Y S TA TlON SEC /-ION SEE DETAIL ON SHEET 6. ��` \ \ 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE U I REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. USE:- SINGE E FA Ml Y RESIDE/ /-lA L \ \ j �`\ 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. U 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO O ZONED.- P \ r MINIMUM EXTERIOR LANDING.] V \ 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL p ALL FI LOT 15 LOT 14 LOT I`3 LOT 12 LOT 9 \ RESEXIST. U 5. AALL FRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE W Uri MARSHALL REQUIREMENTS. Z W PIN 75M-2-A-15 PIN 75M-2-A-14 PIN 75M-2-A-13 PIN 75M-2-A-12 PIN 75M-2-A-9 6. ALL UTILITIES TO 8E PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES w W OATHEW & FAITH BERENS BELINDA A. LELLOCK z RAYMOND J. & HOLMES F. & AUSTI N & LI NDA GILL OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. Q A O 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 3' INST.030019589 INST. #030016918 JUDY C. LAMB oI ANNA LOU SEAL INST.020018638 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM Z �D DB. 941 PG. 724 DB. 956 PG. 762 PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. W �o A` 10. CHAPTER 17 OF BOCA REQUIRES SPECIAL INSPECTIONS FOR THIS TYPE CO OF BUILDING. W I-_ LEGEND 11. NO OUTDOOR STORAGE PROPOSED. w 12. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. O PROPOSED CURB & GUTTER ...... • • • • • • • • • • • • • • • • • • • • • • • . • • . • • - THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF PROPOSED CURB &REVERSE GUTTER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • THE FIRE MARSHALL. 13. BUILDINGS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE AND PROPOSED STANDARD PAVED AREA (8" 21B/2' SM t2.5h) SECTION, 303 GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING PROPOSED HEAVY DUTY PAVED AREA(6° 2113/3' BM-25.0/1.5- SM-12.5R)••- I � � I CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE & USABL4" CO •; ' ;". : a ; ' ° NCRETE PERMIT APPLICATION SUILDINGS D FACILITIES. ACIBE SEALED BY A VIRGI TANLICENBMI ADS OR O PROPOSED CONCRETE AREA ..... • • .............. • • ....... • • . • • • • • • PERSON.Q� ON OM PROPOSED GRASS AREA _ __ _ __ _ __ __ _ _ 2" STONE BASE """""""""""""""""""" - 13. DEMOLITION PERMIT REQUIRED TO REMOVE THE EXISTING STRUCTURE. AN W �I 0 PROPOSED EASEMENT AREA ........................................ - ASBESTOS INSPECTION IS REQUIRED PRIOR TO ISSUANCE OF THAT PERMIT. ZONING BOUNDARY . .............................................. ZB UTILITY PEDESTALS TRIP GENERATION - ITE, 6THEDITION ESTIMATES EXISTING STORM DRAINAGE &STRUCTURE THIS SITE AT FULL DEVELOPMENT PROPOSED STORM DRAINAGE & STRUCTURE ........................... WOULD GENERATE 134 T.P.D. USE CODE: 560. PROPOSED WATER MAIN ........................................... -� Wi EXISTING WATER MAIN ............................................. PROPOSED FIRE HYDRANT ..................................••....... FIRE LANES REQUIREMENTS: PROPOSED GATE VALVE & BOX • • • • • • • • • . • • • • • • • • • • • • • • . • • . • • • • • • • . • . W Fire Lane markings and signoge is required at all fire hydrants, fire department EXISTING SAN. SEWER AND MANHOLE . • • .. • ........ • ... • .. • ....... - connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire PROPOSED SAN. SEWER AND MANHOLE • • • • • • • • • • • • • • • • • • • • • . • • • • • • • •• Marshall to ensure these requirements are satisfied. PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ -E - PROPOSED UNDERGROUND TELEPHONE SERVICE ..................••••• T PROPOSED GAS SERVICE ........................................... G PROPOSED SIDEWALK SECTION N.T.S. GRAPH/CSCWE 30 75 0 50 60 IN FEET I inch = 30 ft. SITE LIGHTING ALL PARKING LOT LIGHTING TO BE WALL PACKS MOUNTED ON THE BUILDING. LIGHTING CONTRACTOR SHALL VERIFY THAT THERE IS NO SPILLAGE OF LIGHT ONTO AJOINING RESIDENTIAL AREAS. V � �� J � w a V) N N H Ln z . O a � U U O z z o o 0 w � _ j04 0 10 10 1 LL- I CONSTRUCTION NOTES PCAICDAI 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 enTr 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 contractor's 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 Autho(ty. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 9. 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. 10. 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 Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall compl with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. 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 Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved z by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are .submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO 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, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise 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 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphio Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman VI 5. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Vicinity Map Scale 1 "= 1000' RESPONSIBLE LAND DISTURBER: L CER IFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR PA CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. WOE SHEET INDEX i COVER SHEET 2 SITE DEVELOPMENT PLAN ,3 PHASE i EROSION & SEDIMENT CONTROL PLAN 4 GRADING & EROSION & PHASE 2 SEDIMENT CONTROL PLAN 5 SITE LIGHTING & LANDSCAPING PLAN 6 SANITARY, WATER LINE, STORM SEWER PROFILES & DETAILS 7 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 aisturbing 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., rocd 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. € kor t r certi`that, the rroperly Nnt6ned �n ltiisIta ,un> as Wilt' ffee consvni and In a cordaxe w0h the O. mm-es of and ign o rs¢ propriet€ m nnct f tefP.nz. if nna GREENWAY BAPTIST CHURCH 275 DOUBLE TOLL GATE RD STEPHENS CITY, VA 22655 PH # 540-869-6266 P.O.C. FRED FRANKLIN PH # 540-837-1862 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 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 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 � AP �1 Id A. Mislowsky, Jr� o CERTIFICATENO.NO. v 0 7� 1,1GIS REDS Sheet Number 1 f 7 PROFESSIONAL ®® ENGINEER REV. 8-11-04 - PER COUNTY COMMENTS - J.D.S. REV. 9-01-04 - PER F.C.S.A. COMMENTS - J.D.S. 9 A B W o � N1A d� 10! 1v1 a--- a cn r j Ex� 73 63 - _=--` ; \ PIN 75D-4-F1-108 o RIM PIN 75M-2-B-8A INV IN=717: ' _ _ _ ' -- DAVID R. & TONYA 0. NOTICE `� 0 INV OUT=717 2 fi g, ,.PIN 75M 2-8 8 � rn �---� o � Cn � V, 00 AMB BUILDERS LLC o \ CORE DRILL NEW INVERT JA5BO, INC. N eta \, �, USE: RESIDENTIAL o 0 0 0 w 00�INST.040001529 iv, `T BENCH. PROVIDE ZONED: RP L0r 8 CD CD C) ® a, KOR-t`T-SEAL ADAPTER. �., �� ' I o RESERVED AREA USE: VACANT l / �,' - o o Q E ` MOSSY NATION SECTlOI ll _--- -> I I I i 2.5202 ACRES ZONED: RP % \ `, _ \ a00 $ USE. SINGLE AMPLY RESIDENTIAZ �\ \ ZONED: z o a N 0 + o W + a) J 382.03' `� - �f l 200.97' r �� 215.03, �, ._. 5331513"W , j 'i -EL EC- -_�' C -=,�� F<'= -.-C-- - i c o PROPOSED 20 - , / Yam' �-- �,-� ' B.R.L. -- �- -_ y - _- _ - -- - \ \ ` } `` o F- Q N - ---- - _- -- _ ,,, - - - - -- - - -- ---- -- ---- -----SA-NI TA 5-Y _SE-WE-R �{� , - ! --- - - - -- --- --- -- 1 EASEMENT \ PIN 75D-4-F1-109 0- 0 (� � >' 'c - I / PROPOSED 10' , x v o U) ° � "3) 0) ce) +' \ N CHARLES J. & DAWN M. BROWN � � �' I ELECTRIC EASEMENT 1 �` o o z r� Q_j > N o CG 6R6R REL OCA TE POWER UNDERGROUND ��� `, P` \ USE: RESIDENTIAL Q z z N o a; z TYP a 28 + EX. O✓ERi EAL% LLc C7R/C \,'qc:yi `\ ltn\' ZONED: RP o ¢ �"r�-n c w w } P 5 \ \ y EXISTING DRAINAGE > r` .� MENT �/ CLEANOUTS`A ' ON CENTER. N ° TRAFFIC B FIXTURE REQUIRED, s } �`� \ \ �\ \ \ �- EASEMENT n ciw E r- I-- U. o Z i �� >> \ \t v� D.B. 877 PG. 1508 w w w w �� v� vi o h ` \\ ` \ �1 0 o o _ i- Lij rn 1 I o I PROVIDE 6" HIGH ANCHORED L 20.00 24.Q0 cn o ° a 'ICONCRETE WHEEL STOPS. V) cc� I t SEE DETAIL SHEET 7. PROVIDED \ \�.t4 (OR FUTURE EXPANSION. \ N `�' Z p Cn //� \\ ` HOUSE TO WATER VAIaVE \` �- a w I 1-FIRE HYDRANT ASS'Y ��, . K� ur£� PROPOSED CANOPY i i I I SET 3 FT BEHIND CURB ♦" 14 CLEARANCE x _ --, REMAW AS I 8.0' 8.0' 8.0' 28.OQ o 8.0' 8A O CG 6R^ �36� / PROJECT SUMMARY I I PROPOSED o (� x �f � � TAX IDENTIFICATION NUMBER 75-A-104C i I I I I DRAINAGE, EASEMENT `22.00' o .,l I s, 20.00' �r ui ` \ ` EXISTING EXISTING PARCEL AREA 4.9 ACRES v i o i' ', � . �.� � �\ � �. X C6R `,, FIRE HYDRANT DEVELOPED PARCEL AREA 3.2 ACRES i 4 5' CONC S 5 CONC S` !, G ; �50 / \ � ZONING RP 4 } o •a g i EXISITIN I _� �_/\' \ o \, �-Jb �z ADDRESS 1275 TASKER ROAD ao CG-12B LB111 ILING i ____ - , \\ �_,_ D v i POSSIBLE SIGN L�CA OCJ i 12.0' _ 71.96 ,n E (TYP) 160.00' �_ I_... - `+~ __ \ �� `4 tt ILDING MAIN`CURRENT USE RESIDENTIAL SEPRARATE'1 PERMIT QUIRED.1 i `� ca T}I G38.00' PROPOSED USE CHURCH/RESIDENTIAL _ SEE NOTESI #1 &I # l' - POLE MOUNTED HAI` 6A BE REMOVED DISTURBED AREA 3,2 ACRES m l i 20' ATER PARKING SIGNS INSTALLE�PER �--� _ - I �--� 1 \ } I t 0 -� �-� --- ----- ----- ---_-- _-- �\,-U \ fl ..,. X SETBACKS REQUIRED PROVIDED o t �EST VIRGINIA STATE CODE SE TION __� �,-` - \ N .� s \ Q) �- FRONT (VA Route 642) 60' 143.87' DUMPSTER PAD WITH 6 FT. HIGH \7 j! ' ! ' 2S I 'CULV 2� 36-99.11. (SIX REQUIRED) PROP CHURCH j TOP SIGN &BAR G-6 90'-24" CPP FF-14,871 SQ. FT. \ \ \ j� �` SIDE 15 91' OPAQU BOARD FENCE WITH \, \REAR 50' m 'y a0 0.44 % 3 FF ELEV.=730.20 ,°n' DOUBLELSWING GATE. \ \� �` - , � PARKING 5' 218'36' I I \ \ - • Q y BUILDING HEIGHT 35' (MAX.) 30'(+/-) �1 + CuL y 1 , ' 6' ARE LINE GREENW% Y BA P TlS T CHURCH \ n T n o Q } =,18" RCP f �9 7 f -2" WATER SE RVICE (JS'E• S ING E FA MlL Y RESIDE TlA L � o GROUND FLOOR AREA 14,871 SQ.FT. i ` ©0146 % 6 6 GATE VALVE 3$. 00 \ \ ` O NUMBER OF STORIES 1 G�6 ., A 3. - °� c3 °° ! '� ZONED.- RP AL L E G,''EA Y P01,VE R COMPA,'V Y - \. �� �, \ \ � \ FAR ALLOWED 1 I r Cp N 11 O i60. 0 'I \ (FOR�i11E4! Y A101? ,yLR�' I//RG.r.,^✓%A\ \ ` ` ` � � ' � G FAR PROVIDED 0.11 P �, �, F.D.C. ' BUILDING R OM q \' \ ` Y. \ \ �1 MINIMUM LANDSCAPED AREA 0.74 AC. (15%) ISTING 1 POWER C P NYJ RIGHT -OF- ,�, O �� I: `` `� y = 1I s 0 5 CONC S r 5' COt S W t0 BE REµOdE1J GUA Y (LASE�✓fE�.�T� O,� 'J/�rS''EC/F ILL) � �`� n LANDSCAPED AREA PROVIDED 3.23 AC. (65.9%) o ` , ti !- W%nTr� IorDTN , \� ` � � ..0 - CG 6R.QO CG �- k. ASSU�u1F"D T �E-NE RALL Y ` \ z \, . %/O .�� 40, ,.c. 20D \, \ PARKING REQUIRE PROVIDED 1 12•d 4 2 /2\2 lYP) Y \� " ` EACH SIDE OF Z C> ` G ° c Tc �- \ \�� �•', tSTANDARD SPACES (1/3 SEATS) 111 131 '} Z 1 r 0 4 t �� _ `4,,`l , �o _ 1 1/2 WATER METER DB 228 PG. 8 `\'\. # `' \ HANDICAP 0 0 l 1 \ r� ' EO 1 FIRE HDRANT ASS Y. - A \ � TOTAL SPACES PROVIDED 0 137 2 WATER SERVICE c ` ,' ® a SET 3 FT BEHIND CURB 12 X8 TAPPING St�CEVE ;`-- + � O f i \ Q� PARKING LANDSCAPING L �5 IRE AND VALVE. TAP F.C.S.A.``� a z y; o A - ti,, �- R \ \.. SZ\ � � 'I er S I9•�, � � �; � BPS PAVEMENT AREA 47,916 S.F. � 1-- , ` GA GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS .` �, \ `,� PAVEMENT TREES REQUIRED 24 1/2000 SQ. FT. a_ I O {, V PROPOSED 25 nP o c E E UNDFRG ( F E _E �_ \ GAS 8 \ PAVEMENT TREES PROVIDED 24 DRAINAGE EA�EMENT ROUN FI FC SERVICE INTERIOR TREES REQUIRED 14 �1 10 P i O 1 �- - - _ . - -- -low- _.. 8" PVC SDR21WQ�R _ - . - BV..__ ` ` \ INTERIOR TREES PROVIDED 14 ( % S ) 1i �\ �_-_ _-_ - -- SvA sys .,.� B{� 8v 8v 8!�--.-.,$ _ �Y- 20' wATER -Sv 8i�'' \ ULV 8 PVC SDR21 WATER ��_ o0 15 B.R.L. 1 �� t TOTAL TREES REQUIRED 38 35'-24, CPP -- - - - - -- - - -- - Evcr -- - - ------ -- - - --- SMT B TOTAL TREES PROVIDED170 38 -� 1 �'< <rl ! 1, ' ` > 90' BEND > \ PARKING LOT LANDSCAPING 2396 SQ. Ff. 05% �j 130.28 121. 68 8A TEE 80.46 80. 46' 80, 46 ,\�---�0.-03; ___- _` _-_ �11�21 f 1 \ PARKING LOT LANDSCAPING PROVIDED 14,000 SQ.FT.(+/-) 29.2% C 31 1 ti 8 GATE VALVE N1� `1l 6" REDUCER OPEN CUT ROAD CROSSING. Moss)/ S TA TION SEC RON l/ \ SEE DETAIL ON SHEET 6. NOTES: O� rl �\ { 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE EXIST{NG DRAINAGE \ V �'. EASEMENT \ REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. D.B. 839 PGA'` 258 (SSE- SINGL E FA Ml Y RESIDE TIA L i �`` \ 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO 4. N ro ZONED.- MINIMUM EXTERIOR LANDING. 0 STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL i \ `' \ �� FEATURES EXIST. 1 O T 17 LOT 16 LOT 15 LOT 14 LOT I J L O T 12 ti LOT 9 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE 1`. ` c), MARSHALL REQUIREMENTS. }' ' �', - - -2-A- - - - - - - - - \ - - - PIN 75M-2-A-9 ; L 1 - PIN ,75M 2-A 17 PIN 75M16 PIN 75M 2 A 15 PIN 75M 2-A 14 PIN 75M 2 A 13 PIN 75M 2 A 12 6.ALL ICAPUTILITES TO BE PLACED UNDERGROUND � Z 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES t \ U 1 ` OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. ROB8,RT S. COHEN o JAMES T. JASINSKI OATHEW & FAITH BERENS BELINDA A. LELLOCK RAYMOND J. &� I HOLMES F. & AUSTIN & LINDA GILL 1 N O 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 'Al.n � iST. " 000008986 DB. 921 PG. 1354 INST. #030019589 INST. #030016918 JUDY C. LAMB �� ANNA LOU SEAL INST. #020018638 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM , 04 , PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. DB. 941 PG. 724 DB. 956 PG.762 i,a1 I, , 10. CHAPTER 17 OF BOCA REQUIRES SPECIAL INSPECTIONS FOR THIS TYPE W OF BUILDING. � LEGEND S` - 11. NO OUTDOOR STORAGE PROPOSED. w PIN 75L - 3 -1- 6C 12. FIRELANE MARKING SHALL BE PROVIDED AT ALL HRE HYDRANT AND THE F.D.C. p PROPOSED CURB & CUTER -----------------------------------_ THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF Y AUTUMN GLEN SUBDIVISION `-� THE FIRE MARSHALL SECTION ONE { z PROPOSED CURB &REVERSE GUTTER ----------------------------- 13, BUILDINGS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE AND OPEN SPACE ROUTE 642 14 VARIES C' PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A)---------------- SECTION, 303 GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING x,, '� CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE & J % rr j lr C EXISTING DRAINAG f ! ! J � r-; ✓�.`- EASEMENT D.B. 839 PG. 25 1 I OJ I i { I PROP. DRAINAGE` EASE 20' PEDES RIAN ACCESS ' I EASEMENT EDICATEO FOR I i FUTURE ;U �BY FR�DERICK COUNTY I FOR PEDE�RIAN/ OICYCLEI T IL. i ! CO 1 0 + I i 60.00 08 209 PG. 1nU V'l 2' PROPOSED HEAVY DUTY PAVED AREA(6 21B/3 BM-25.0/1.5 SM-12.1m� USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR d' DB. 919 PG. 1746 SAWCUT EDGE 4 CONCRETE APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROVIDE TACKCOAT PROPOSED CONCRETE AREA ------•--------------------------------- .� -=.; • ,'; �.:.... � 6 _� O d PERMIT A PERSON. + N re) 12 PROPOSED GRASS AREA -----------•----------------•----------- 2" STONE BASE 13. DEMOLITION PERMIT REQUIRED TO REMOVE THE EXISTING STRUCTURE. AN O MILL 6n x 1 1/2 JOINT MPX { ASBESTOS INSPECTION IS REQUIRED PRIOR TO ISSUANCE OF THAT PERMIT. _ � �/ EX. EDGE OF �--~-~- .-` ~ � PAVEMENT � :�':::��::\�:�:-�~._�-:_��:::: � � UDOT CG-6 1 1 /2n SM 1 .5A *CROSS SLOPE= 114 `1 ' 4" BM 25.0 OR MATCH EXISTING 8" 21 B EXTEND 21 B WELL COMPACTED SUBGRADE 1 fT BEYOND BACK OF CURB ROUTE 642 WIDENING PROPOSED EASEMENT AREA ---------------------------------------- - - ZONING BOUNDARY ----------------------------------------------- Z8 UTILITY PEDESTALS ----------------------------------------------- m EXISTING STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAIN ------------------------------------------- --; Kai EXISTING WATER MAIN --------------------------------------------- PROPOSED RRE HYDRANT ------------------------------------------ t PROPOSED GATE VALVE & BOX-------------------------------------- 04 4w!-- EXISTING SAN. SEWER AND MANHOLE ------------------------------ PROPOSED SAN. SEWER AND MANHOLE ------------------------------ • PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ E PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ T PROPOSED GAS SERVICE ------------------------------------------ G TRIP GENERATION ITE, 6T"F-DITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 134 T.P.D_ USE CODE: 560. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. G,�,�pHresc��E 30 15 0 30 60 NNW ( IN FEET J 1 inch = 30 ft. SITE LIGHTING ALL PARKING LOT LIGHTING TO BE WALL PACKS MOUNTED ON THE BUILDING. LIGHTING CONTRACTOR SHALL VERIFY THAT THERE IS NO SPILLAGE OF LIGHT ONTO AJOINING RESIDENTIAL AREAS. > U) � o J � Q U) N W U) H U) Z 0 a 't U O Z Z to y I 600 Z w _ _jN CONSTRUCTIONSTONE ENTRANCE 1 •Ai :�f�l�f�l•�f•�(�f•. • •�f•�!•�f•�l��f•�f ���f•:•f?Y�f a.... . �. I-�f-1�=11-�1=1�- ,.�f �f�'1•�l ��t•�C•�C�f•�t �'f•���f•�����[•�f•�I•�t�f �f•�C�{.�i,\t� FILTER 13LE BERM MOUNT ,SIDE ELEVATION EXISTING GROUND •• j• KIllilllll EXISTING 4 COURSE MUST a a • • OF � . ES ' .- • �•��:!1:��.�1.�1:! .� :w1:�1:��:��:�1:w1. 3* MIN IPII�II-�:���1.!`�y.�����:�I.�'���a,!�1�:,���y:�•���:,�l��:,�.�1y:��1Y'.���'.!��y.� .���' �T•�Ti�Ti��i�ri`]ri�ri�r.��`ri�r.�li`ri�� •.!� FILTER CLOTH SECTION A -A REINFORCED CUNCR TE DRAIN SECTION i i CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. r I.--- i I / a FLOW l;III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. /// c- FL OW -1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SILT FENCE CULVERT INLET PROTECTION �— ENDWALL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLOW tVDOT #3, >#357. #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5" CLASS I RIPRAP SOURCE: ADAPTED from 19838 ji nd Standards for Sod erosion and Sediment Control, and Va. DSRC Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Yabne niter tiamers Ior Jeatment UOntrol, naia. J.ua- Shun0d k SOURCE: ADAPT® from VDOT Standard Sheets and Va.DSWC PLATE. 3.08-1 LEGEND EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE 13 PROPOSED CURB & GUTTER PROPOSED CURB WJREVERSE GUTTER DRAINAGE FLOW EXISTING GRADE . . . . . . . . . . . . . _ PROPOSED GRADE . . . . . . . . . . . . .. PROPOSED EASEMENT AREA - - - . - - - - PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE - - - - - - - - - - -- ROCK ALLED CHECK DAM . . • . _ RFCD CULVER INLET PROTECTION " �✓/ CIP f POST DEVELOPMENT DRAINAGE AREAS PRE DRAINAGE AREAS . ' ' ' ' --- . E i , ram. i / - \••-'i--' '_i i. Y' �t � r •j f f, 1 .• 1. - . - - .._ -- - -- �.• /, -;ems` 5 1 ,'�r= I I•l }` 'i j ; I- aA„ i l '. 1�1 _•-_ '7 _ __,_ — t-> - , rt l `t �3 ll '. _�..._. - -T -- ^ h` -,-•i , t TS 'tfi _ •c= 1. 1 r.•.w , ; 1 \ '' � i f1: i� w t `4 it ',� '�, -,l +ti !' •r ' .� �; ;. - ,- -Y i ram- _ .{ t , % J:q V,�Pd It � , ( 111t ,f, r` '�j %� % •�', ', .\ 1 1~4,'�h {" %, 4•� i j '�,1, ', � , :. �- `-1+ i (I. '�J ,"f� -' . -1 `...' ' � � ` i? �' ; �ti.tj.� —... ,t ' �� '-�~ _ � -a -^_ .l 1t .'', �i tl S� ,}� S ' �,� t�. ``..�• ' ' v i i 1 1 ' ,+ \ 41 N"''.�" , {; 7 t t,'f, , - ,a -� ;+� is �•.E..,>, I j' <'"�.y .` `\` � _ t � t `t, X �t `•4 I i • (' •fr,! � j i' � ` �% ' �a � ', Iyi `,` �'i ,�S`,' t is ,��, ' 1 j '; i cl EXISTING \DRAINAGE EASEMENT. �� i �' ` `�> • l \ \ , D.B. 839 PG. 258 }- `• i a 1 ;a, i OD ` .Jut ' /,3 _ OD �.�;s rw� a>� c+:�ai.s� : i i,i , •, z'`, `} - 5t 'Y" - a •`. ,'. � u�S`F�iJ•`�i"E'� -.(.>i '�; '^:-�.. "ea '.' ,,•, • +� 7�- L J F"i + yf ��• { �`.. '.�._ f_L .. 4--"' _._ G: LC'i%--_.._..--. { t ± _•. .y� ! _ - i'I _____. -- — -- --•— �— LOD f _ ' Air t r. . i.,� r - ,t PROPOSED SEDIMENT TRAP #2�\- TRENCH DRAIN — 9 DO DRAINAGE y 1, . PROP. DRAINAGE; EMENT _ _ REA 1 s - ', snNc t I D.B. 50 � -EASEMENT 877 PG. ,1 8 LO i SILT FENCE PERFORATED PVC t tfk f mjAP 12 4 _ AREA=0.8 AC ,� It ISTING HOUSE TO 't ft f- R VALVE E i `'' � CLASSAl RIP RAP x. Fn yPARSONA \ L-8' =1DI ; `� �., - DE N G \ \ {. ",:: I DING �__._ _.�.. _ - r '� � ; 1 � � Wiz: \ � t511NG BUIt_Dt , �. •`-�=-- � _--� �. '__ - _-- ___ " �X �. � t `� .Y �-,,; - -73 kI WNW CE SEDIMENT TRAP #1`F \ " . �g AREA=1.6 AC �'`,it c x \ ;, .rmze-'�-:as xs+.ticsnt� -:Esnar-. i •,� 0 ! ,.•j1 `, � .°9a' z_ I � ___,. a �-..; k rz .w�.oa= a- �s�a^�<,�:,,1, a;�rss.� 1 •� G p(1ST1NG B�1RDIN� So 'I _ t A to `1 LOD % _ : r: OD t !}s�,' ��j i• t } I , it 2 O SEDIMENT1 ''ti +`A QL Q~'� CLASS Al RIP RAP ..tomDD 01 } - — — -SILT FENCE -- — - — -- =- — — — -- — — -- — — —_ �` �1 �-�•-- --- --- — 15' B.R.L. 1 � t rt SF 'SF AREA=0.2 AC k~ ! .i Jf` ,. J J- (�. -/ -_. / .... '�.'.. _-.. JC`._____. �..`!_ ) :.^,a_% -... -.. _.....�../ ' - _-- ---/ _ _ _ (_.-/ -.Y� _yl...l.._.-___. K,-_. _ .__.._,-._',.%r-^1!'%'.-__.-__._....�..��__.--.-__.-.-._...._ham._ S�_.__._-.__..-,;=---..__'___--"_•.%...____-...___._.'.:....__.�.._�.�. `f.'. , 5\ ,,i r �Sr—�s—^—�3�-�3—�--�Y:r�.�.�--�,r�----y�---T��—�S�=-�.5�__=�5�.�==�5`�.� .t s`t%� _ '.e+'�$`o-: x� ,. .�8a�s .�..urs'5,.�1s.,a=��-.3�`� � '''"`�:S --� .A � PaY�' e w.Ts .t<� , /� GMEMMENT PROTECTION. '\ \ D.B. 839 PG 258 cs o TEMPORARY DIVERSION DIKE Compacted Soil BQiI TOP C oumEr B.E. D ELEAC10N V&VAM RIEDUREMEWS rf-91 /—OIrOfML '' BOTMM ELE. F ELV' Comm AOGFIt1E" !�, WEt SIDLaW 7DP ELL. CLASS I RLP IV liw dYtRSf011 DOM AIIE11� COURSE AAORdOAIE %%LL BE VDO? A #W. OR # 5 TEMPORARY SEDIMENT TRAP; VESC 3.13-2 NUIr TO SCA-E 9 Z LLJ O C> LD Z Z Z Of w a 0 W LSii Of SEDIMENT TRAP TRAP # 1 TRAP # 2 OUTLET LENGTH, A (FEET) 10 12 TOP BERM WIDTH, W (FEET) 2 2 RIP RAP TOP WIDTH, B (FEET) 1 1 HEIGHT TO OUTLET BOTTOM, Ho (FEET) 0.3 0.3 HEIGHT OF BERM, H (FEET) 1 1 BERM TOP ELEVATION, C (FEET) 727.0 727.0 OUTLET ELEVATION, D (FEET) 726.7 726.7 WET STORAGE TOP ELEVATION, E (FEET) 726.1 726.3 TRAP BOTTOM ELEVATION, F (FEET) 725.1 725.5 CRAPH/CSC.4LE �^f 4"r •Yc- y� /N FEET I inch = 40 ft. CL0 � 04,� �; • ^I d U � U) O wQ V a p p � N 0 T c to O M _ID � Q J V > 04 O fU 06 d t� Lsi 7 c (n m O j y C W C t> LO ♦ , � p Imo• _ LL ^'1 LA vi U .L o R 3 _ (n 125 ',, w 40 + c � c tQ a. Li J 0 W ~ cn Z O = V C Z W W J cn P:: '1- I.. + 04 L- (Y w p = r w M W Fw-- Q VO) (n (_ U O V) Z W O O v U cc L O NQ Z Z Ne Z CD w i -1N 0 o v LL-r- iv 46N. :W oil b4l AN, Az r EXISI EASE It R f LO PqOPOSED T ENCH DRAIN PROP DRAIN, N 20' PEDESTRIAN ACCIESS 1 on 04 EASEMENT DEDICATED FOR FUTURE USE BY FREDERICK; COUNTY FOR 'PEDESTRIAN/ BICYCLE TRAIL. POND 2 t 2yr WS t 10yr W 60.00 CLA S Al RIP RAP L=8 W=10, T, PROPOSED ;,t jt�l DRAINAGE EASEMENT CIP 72 26.70 i H 4 7 725. 9.0 + 7� (J) O 72�.6 L cli Q. 7� CLASS Al iklP RAP 72 0 W= 1 Q) 725.00 - 4�1 Qyj 4�, 4�, it A M t D.B. 839 PG.,, 258 ,, 1 J sl�, I 731.90 m Y, IC LOD 51.10 , t tA c T o SO 31.05 731.30 E/P 730.30 T/C V2 T/C " , t �� �1%1 + 731.30 731.05 31.10 sHOUSE �o yovc /C REMAIN As c 1.20 n T,. , HIGH CE WITH F EOD R aR4plllo S4 CW E Jo 15 0 .30 60 IN FEET) I Inch = JO ft. LLJ L,J z 0 U U) LLJ a_ NV LLJ LLJ 0- CL C) r) LLJ LLJ Lo L.Li ry � ImmommE IMF" D(ISTING STORM DRAINAGE & STRUCTURE ............. PROPOSED STORM DRAINAGE & STRUCTURE ............ PROPOSED CURB & GUTTER ....................... DRAINAGE FLOW ................................... DOSTING GRADE . ................................ PROPOSED GRADE ................................ PROPOSED EASEMENT AREA ....................... PROPOSED SILT FENCE .......................... —SF CONSTRUCTION ENTRANCE . ........................ L. PROPOSED EC-1................. .. -- ........ SILT FENCE INLET PROTECTION ............. ----- (& @ LIMITS OF DISTUR13ANCE ........................... I 01 mm DRAINAGE DIVIDE ................................ 0 NNN*Y, OMM" OUTLET PROTECTION SUMMARY Culvert Width Length Depth Riprap feet feet feet Class 1 10 8.0 1.7 Al 2 10 8.0 1,7 Al 3 10 8.0 1.7 Al 730 POST FLOWS //QlO=14.23 CFS ELEV=725.5 725 d=1.10 FT Q2=6.44 CFS VEL=2.5 FT/S 720 0+00 DITCH SECTION A -A SCALE; H: 1"=50' V: 1"=5' C%4 w z:5 0. CL J 0 z z 0 (3 0 z 0 w CD w w LL, cf) c/) It rl*. 0 0 0 C-4 M LL- 0 Z) �J- LLJ LLJ Lai U) 0 U) V) (:5 g z -0 C.) <O z 0 z w y 600 z (o V) Ld 3 0 w m LLJ 0) -j c*4 0 rN C3 G: V-- 0 r�\ EXISTING DRAINAGE �— EASEMENT D.B. 839 PG. 258 W s211 � 190' 00, r d nn Vj j4�tl 1 C� 1 - Oo W % I --- �� .- O co a� 200 97' _ 2 .O. S33'15'13" W nm , i 1i + EXI`. EXISTING HOUSE TO 'wAT REMAIN AS ?ARSONAGE , 19 0 s,F-- EXtSITING I I - BU4LDING + EXISTING �-- —-PROP CHURCH FF=14,871 SQ. FT. k' E E `�f r �'�, I I d6661�96t.9�966�9k9 I i SITE LIGHTING ALL PARKING LOT LIGHTING TO BE WALL PACKS MOUNTED ON THE BUILDING. LIGHTING CONTRACTOR SHALL VERIFY THAT THERE IS NO SPILLAGE OF � LIGHT ONTO AJOINING RESIDENTIAL AREAS. ° ci 7t7k7V� � t7t71t7t77►.7t7t7��J o -- -- 127, 68' 80. 46' 80. 46' 80. 46' �i 1.3P 28' EXISTJNG DRAINAGE EASEMENT D.B. !9 PG` 258 I Ov' t 8'-0' Mmc. 4'x 4' Post 2'x 4' �. Seme with v \ } Ui V_r; t O N O Z 2' typ. Akrrninurn No x4 n GRAPH/CSOWE 30 15 0 30 60 ( 1N FEET ) 1 inch = 30 ft. 12' ►fain. 4_r 4'x 4' Post Fill Post Hole with 1 Part Dry Concrete Nix and 1 Pat Excavated Soi. Thoroughly Tang Concrete Wx and Sod to Eruinde Yods. POST SET DETAIL I SCREEN FENCE DETAIL I ALL PLANTINGS SHALL CONFORM WITH PARA 165-35B OF THE FREDERICK COUNTY ZONING ORDINANCE, PLANTING SECTION, PLANTING PROCEDURES, MAINTENANCE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket Widen and score hole wall Remove container and out circling roots if container -grown, or as much burlap as possible if field grown Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE '- V) F- z z L'-' w O 0C-) 0 a U z U � z o O U CL Ctf Of w w ,Z CL r--) C:) w w rti' ftf I©E■■NE 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 UNAMENDED backfill soil Partially backfill, water to settle soil, finish bockfilling for water drainage COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL. @ 6' HIGH AS SHOWN 19 RED MAPLE 2' CAL. ® 6' HIGH AS SHOWN 19 HETZ HOLLY 3 GAL. CONTAINER 3' O.C. 175 SEEDING REQUIREMENTS ALL 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 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. 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. 6 �� �11`4 A U) 0 z 0 M cn 1) 'v a �04 0 O �rd � U � ZO �'Q N N :-' • V a> ) CL' 0 t4 Q o N U a. N a "E p_/Vi a p V > J U CV O n' a) C m " 1�'1 � W � ,r- �i II.— LL � 0 vi U •z L (u 0 a� �. 01 • yw n G. w U W 0 X a. d. D U) z 0 W 0 � O O O cv "� Li- w' I O In w LJ Q v = o (f) U) 0 OZ zJ 0 �o 0U r- Z z U to _ � N o C.) LL_ 735 EX. CRADE @ CL S U 73011 �Q- t— Q i ly--_. w d i Lj I I� Z 7251 _z F o I IJ I too_ -- IIw> cr- O 7201 i o CL 63' - I J Q 8» PVC SDR 35 w -----_s____ N —� PO r- 715 _:o of ZOO I Z I �O ilZZZ IIOz X+O t1N aCL Ora X w+O» Z LLJ OH-ZLLJ W a-Of—Z 0+00 0+50 SANITARY SEWER - -PROP-- -GRADE @ CL Ek GRADE @ CL 730 -- - - 725 54' 18"'- RCP @ 046 r 720 tf) °O Lo O N n cn W--- to I —I W tb � �+ > OL0O CK n oZ a 0— 0+00 0+50 STM CULVERT #1 RUMW ro 1 -1/2 1MLS aWa WL nWC10W SS 25' Fi M .9W or 7Jamov AAw Ar Pw fAIE aF RDIACEUD1/r . _ /OKjl SrOAC AT THE UTILITY CROSSINGS OF MACEDONIA CHURCH RD., NOT OVER ONE-HALF OF THE ROADWAY WIDTH SHALL BE DISTURBED AT ONE TIME, THE FIRST OPENING SHALL BE COMPLETELY RESTORED TO SATISFACTORY, TRAVELABLE CONDITION BEFORE THE SECOND HALF CAN BE OPENED. THE PERMITTEE SHALL MILL AND RESTORE ALL (ASPHALT) CONCRETE ROADWAY, AND RESURFACE ALL OTHER ROADWAY WITH LIKE MATERIAL THAT IS EXISTING FOR A DISTANCE OF 25 FEET ON EACH SIDE OF DISTURBED AREA FROM EDGE -OF -PAVEMENT TO EDGE -OF -PAVEMENT. WHENEVER THE PAVEMENT IS PERMITTED TO BE CUT, THE PROVISIONS OF MP-71 SHALL BE ADHERED TO. WHERE THE PAVEMENT 1S DISTURBED OR DEEMED WEAKENED, IN ITS ENTIRETY OR SUCH PORTIONS OF IT AS DEEMED DESIRABLE BY THE DEPARTMENT, IT SHALL BE RESTORED OR REPLACED IN A MANNER WHICH IS SATISFACTORY TO THE DEPARTMENT'S ENGINEER OR HIS/HER REPRESENTATIVE. CAREFULLY COMPACTED I SELECT B4CKt7LL ­_ SrONE AGGREGATE STANDARD NOT TO SCALE TRENCHING AND BEDDING DETAIL PROP. -GRADE--@--! CL i EX. GRAbE @ CL 730 _---- - _ - - - -; 725 90i" _ @ 0.44 % --s----... - N N rU U 720 O L0 N W [[.. __. _._ -- CO Z Q_O— d00 ��+> i +> Q..OZ OZ 0+00 0+50 STM CULVERT #2 R ©� VALCO, Inc 5; s)09 2 - Fig. No. 71 BOE vdv with lid marked •sEwER' bottom I on — of box I SDR 35 gasketed bell wye sanitary (see note) sewer man SDR 21_ Y, concrete pad 1'-6' sq. x 6' deep It 4' Stone -- screw type adjustable valve box 48' min. location marker stone valve megalugged to main megalugs i megalug :{ti thrust block 18' to 24' 8'x 16' solid block r k (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 cast iron cteanout cap with brass / plug must be 8' from the top of the f// screw type adjustable box square concrete skid pad 20'x 20'x 6' deep cast iron deanout cap with brass .� plug having a countersunk square head Panetta Model PA4SV-CSK (41 SDR 21 - deanout pipe brick base .17 SDR 35 spigot by bepketed t adater SDR 35 gasketed t�bell 45° bend t— 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 Figure 17 concrete thrust block PROP. ';GRADE @ CL _ 730 ;- -- EX. GRADE @ CL 730 ; i 7t 725 725— 35' i I @0.29% ! ! + 24__-CP0_Li :m i O 720 i r 720 O t t I 1 i N I 11 I ! Cn t— L. W j p ; i d O Z f C1_ L0 o > 02 i 0 � i I 0+00 0+00 0+50 1+00 STM CULVERT #3 1+50 Revised Oct 03 6' dia. schedule pipe fitted with and painte BOLLARD DETAIL direction of setting to be approved prior to installation as required r-concrete pad 1'£" sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 2+00 136" screw type adjustable valve box locator marker mechanical joint swivel tee with 6' branch _top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24' min. above grade in easement areas) square skid pad 6'thick—I 3/4' x 2' butyl joint sealant r F 3/4' concrete anchor bolts (4 each) "�` 35' max. adjustment rings (11' max.) concrete ASTMC-150 —L_ 4000 psi waterproof coating 112- or 16' (typ.) GS-55 by Conseal joints are to be sealed with'O' drag gasket .4 .s t' nominal size RV 30 butyl joint sealant applied �- 4 between joints and on exterior side of joints I.D. — pipe to manhole connection to be 5' by flexible sleeve . invert channel to provide a { . 3-0' min. smooth transition k1 to out 4'-0' max. for all connections : 2'-0' max. I" - estop of bench -wall precast invert or grout same elev. as bottom to form channel T:T D/2 - top of pipe b _ A• - 6' bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2 It adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coaling of water proofing. S. 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 Figure 12 Oct 2003 cast in place access door, centered in top (see note 1) - varies r max. _ at property line (see mote 2) skid pad roadway box c 2" CTS polyethylene E tubing (PET) 200 psi `v w/ SS inserts at all \ connections saddle with corporation stop water main / ball valve curb stop with PJ J (CTS) both ends [844 777 w/ SS inserts]; with 2' gate valve operating nut VBHH77-15SHC-11-77 2' custom setter (meter by FCSA) standard flat top for 4� diameter manhole finished grade r_ 3' riser section for 4' diameter manhole with cutouts J_:�_V min.—. 2' min. solid support blocks under custom setter 6" stone bedding C14-44 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: := a) in non -traffic area - model no. S1 R3030 v b) in traffic area - model no. HIR2424 8 2. water service crossing street a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (tor line tracing) CUTOUT DETAIL from corp. stop to into the meter box [ wrap wire around (typical) Corp, stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2" and 2' METER INSTALLATION Revised Figure 6 Oct 03 r I _ 1 it PROP. GRADE @ CL MlI�. COVER-REQ Q,, 8" PVC SDR 21 WATER MAIN f5' MIN J CLEARLLI i i } w �o Ld _ 00 l :00I � r I l LLB i I t1 I>to [ J i N i00Lf) ed t � ] t EX. -GRADE CL -- 00 O ? + + 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 WATER LINE i 6+50 treated 2"x 4' with - top 6' painted green 4' pipe at 2.00% minimum grade Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 16 deep GRAVITY SEWER SERVICE LATERAL Figure 15 general DacK (see note) select back -fill e note) i. STANDARD general backfill I" select backfill 3e note) 6' C 112 O.D. 61 18' Z O W U Z V Z Z 4 Q N _CL—.•tt rj 11 LiJ W a" CL 0 LLJ 5 W W general backfill CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 `.0 F�OAb �1�SING t j j I WCEWvq CHURW ROAD /Z Q ___ Of r I ! ? 3 I j X L+LI it w z i w 13) H- m I � N t C5 W I U N I N i X z p Q en O + ; + t— m �¢',+ x N 7+00 7+50 1" select back -fill ae note) 6- 1/2 O.D. V Select backfill 99 note) 6' 6' w Q -� \Nlq o � Z = M o u) r 1= \` P• L w UJI fJ (n 0 +� a C:)(�) CC3 e/f • '5 U... L v/ O l0 Q O U] N a)N V Q N CA O 0 z0 ct �' C N Cl) CY) CL Q 0 U> N O J U U `-- d ti lA LLJ C L fn U Cfl (fl 0_. M a) QU y W V 'Cf "f• > C In to LL �� to w U •L • tr N _ o co z i 6 U O Q) 1y.• 0 0) � C l-..q (� • ��n G. W �d o < 0 Q Z D U o ov LLJ Y Z W 3 0 W d- o 0 04 ! L. 'I O [w- J Q w cn In In J O ~ z� 0 00 do 0 7) z z Y zto 3 c} O) w i _JN o ® 0 ti.. V- HANDICAP FARY24 DUTAIL sol-'D IN C TES: f : X "?ti;'R)1r.~ittl4 '41(b:L C7M'�O+Aa TIC N-'A A+ C-113L1Tr :4.ADCv (TCC rOR Ella: 1413; A'tD VACI.:iii5. E' TYP"Pa- VA,4 A_txss&U :-PA ; S SICK WAY 5F k'p'_''lJILD •: :HE_ILLtlj', END -SECTION 12" - 60" PIPE HUB ENO ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECT" X / X — CONCRETE TO BE E 4000 PSI MINIMUM PL AN _IA 0 PAY LINE SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0.. 2.-0" 4'-0" 2'-0" 15.. 6" 2'-3" 11-9" 4••0" 2..6" 18" 9" 2.-3„ T-9.1 4'-0.• 3'-0" 21 9'/;' 2'-It' 2--l" 5 0 3'-6" 24.. 9� •. 3._7.. 2•_6.• 6'.1'. 4.-0" 27" 10 ;' 4•-0" 2'- 1"' 61-1" 4'-6" 30" t-0" 4'-6" i.-7j.4" 6'-1 4•. 5'•011 33" t'-t+/" 4•-tp' .. 2'-3'/4' 7'-i;" 5'•6" 35' 1•-3" 5'-3" 2'-10 " 8' T 6.-0" 42" r-9" 5'-3" 2`11" 8'-2" 6'-6" 48" 2'-0" 6'-01' 2'-2" 8'-2" 7'-0" 54" 2'-3" 5'-5•' 21-9' 4- 8'•2+ " T 6" 3._3.• 8'-3" B'-O" HANDICAP SIGH' DFITALL H.T.; , A:.� FT- RLE ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION jX _ _ X CONCRETE TO BE E 4000 PSI MINIMUM PL AN C B DIAMETER OF PIPE APpR J 01( i STEEL FABRIC REINFORCEMENII Zi C + A / D PAY LANE END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A e C O E 12" 4" 2'-0" 4'-T' 6'-T' 2'-0" 15•' 6,. 2•-3" 3•-10" 61-1" tB" 9. 2' 3" 3' 10" b' i" 27' 9" 2`117' 3'-2- 61-T• 3•-6" 24" 10" 3' 7" 2'-8" 6-3" 4'-0" 27" 4' O" 2' " 6s.I 4' 6" 301, T-O" 4'-6" r-7 ; 6•-t 5'-0" 33" r-r'/ " t -f0' 3'-3 ; 8'-1 5'-6- 36` 1'-3" 5 3" 2'-)0Y4" 8'-i 42" 1' 9' S' 3" 2'-11" 8'-2" 45" 2'-0" 6'-0" 2'-2" 8,2" 7'-0" 54" 2'-3" 5'-S" 2'-11' 8'-4" 7' 6" 60" .._ LENGTH OF PIPE PAY L"IE S)10UlDE_RR C B NOTES: PPE LENGTHS SHOWN ON PLANS ARE BASED ON ENO -SECTION DESIGN SHOWN ON THE LEFT. E THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT. LENGTHS WILL BE REDUCED BY CULVERT THE DIFFERENCE IN DIMENSION "D"- SLOPE DE T AIL SPECIFICATION REFEREME FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS REV.7/01 302 VIRGNIA DEPARTMENT OF TRANSPORTATION 102.01 CG-6 NOTES: L THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 iF CAST iN PLACE, 4000 PSi E PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL C0M4ATIOI4 CURB L GUTTER. 4. FOR USE WITH STA13LIZED OPEN -GRADED DRAINAGE LAYER.THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE -OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED iS 40 MPH OR LESS HIGHWAYS AND 45 MPH OR 2•• R 0 SS N DEVELOPED URBAN i SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE DE EXCEED STANDARD CG-7 IS REQUIRED. 6'• • n T.T • . n f-i' D b D D D 7„ A A A A A . O • O P D D D D D ----'-------- --- --- AAVI 2°-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" iS MAINTAINED. SPECIFICATION REFERENCE 105COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION - - 201.03 1-" TAR FABRIC NZAN/i\�N/A'X\'/�'/ N'/\\X CONNECT TO PERFORATED NOT TO SCALE TRENCH DRAIN k GEOTEXTILE F ABWC - - DETAIL 1 h81Y, t I A- W it MAN. 35 SECTION A -A SECTION B-B max Minimum 6' x 6" anchored into pavement with #4 rebar. Length = 24". CURBING DETAIL DETAIL 2 A 4. 3S T SECTION A -A H �f rf GEOOTTIECXTtiE , L SECTION A -A IT S NOTES: 1- FOR MULTIPLE LINE INSTALLATIONS DiWNSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (WI. 2- ON ANY SECONDARY ROADS INSTALLAi(10N REQUIRING EROSION CONTROL. STOi•E WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION iS TO BE IN ACCORDANCE WiTH DETAIL 2 SHOWN ABOVE. 3, GEOTEXTILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STOLE IN ACCORDANCE WITH THE SPECIFICATIONS. 4• S - DIAMETER OF CRCULAR CULVERT OR SPAN FOR BOX. ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. SXUSE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE. BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. MIN. DEPTH EC-1 .•D.. CLASS I 2' CLASS I 3• REI1°ROMCE 204 STONE FOR EROSION CONTROL 245 VWNA DEPARTMENT OF TRANSPORTATION 414 1t4,Ot Y x• STREET APPROACH SAME 3 A - 7 SURFACING AS MAINLINE (RADIUS TO BE AS I ROADWAY SHOWN ON PLANS) N C C I I — — — — — — 4_11 (RADXUS TO BE AS RADIAL OMN814AT SHOWN ON PL ANS CURB AND GUTTER (ST'D. CG-6) 51DfwALI I W Vc 6" i N II OPTIONAL 6" INE � EXPANSION JOINT O NOTE WIDTH -8" 2'-0" OR AS �%' MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A -1 PLAN VIEW 4' ) CLASS A3 i. • i, i CONCRETE , EXPANSION JOINT SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. p� WHEN THE ENTRANCE RADICANNOT ACCOMMODATE `CY THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY f0'PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK 6 CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD 13E EDGE OF SHOULDER OR B MAX- D INCREASED TO 7", OPTIONAL FLOW LINE CHANGE MAINLINE ROADWAY — '- —:FDR — -- — -- — --� MCI CNOWUNICTION WITH VVOOOi�PROJECTSCPLEASET8 % M 140'MN.STREET DNOTE THE FOLLOWING' SLOPE CE (� XX MAM.IIE PAVEMENT SHALL BE CONSTRUCTED 5' MIN. TO THE R/W LINE (EXCEPT ANY SUBCRADE STAI•IZATION REQUIREO FOR MAINLINE 0' DESI TLE COLAEROC PAVEMENT WHICH CAN BE OMITTED N ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGED BEYO OTiFE R/W LNETEXCEPTFOR�TEo REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIMA�E MAXIMUM OR CC•7, THE CURB FACE ON THIS STANDARD iS TO BE ADJUSTED TO MATCH THE STANDARD MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 S 3 X E CURB RAMP ��S'�' MEOH(TM (500-i500 VPD) S3 X 6 X OBE USED WITH THIS STANDARD. LOW (LESS THIN 500 VPD) 5 6 X 8 X X TO CONSTRUCTIONPOSITOF OICATE �O A FLOW R£MLE IS PRIDE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLNE MAY REWIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF ,HATER. SEFERENCE RENCE REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS sot AND COMMERCIAL ENTRANCES REv.7/O, ViRCMA DEPARTMENT OF TRANSPORTATgN 203.04 TOP=E INV. OUT=A lF �c \ Q \ 6" � 6" \ \ J6' \ \ \ 6" 21-A \ / / INV. OUT=B CONCRET'E� �F/►LU�ME DETAIL NU i V .71�1LL STOP- 30" LEGEND, BORDER - WHITE REFL.) BACKGROUND - RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE cc.128 CROSSWALK A�ERMISSIOLE 7• 7' xw CONSTFKCTION JOINT C� W B B 7 CROSSWALK I1 ATANGENT PLAN TYPICAL. PLACEMENT AT MITERSECTiON • r WHERE STD. WITHIN CROSSWALK CO-3 CC-7 15 USED. s••D" NOTES OR�CG�-B2 •6� SOR . TD. CCC-6 -2 THIS DESIGN MCONOPORATES A RAW. FLOOR AT BOTTOM OF TWO SLOPNC SIDES WITH GO'X EO' 1MlUM DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. CURB RAW FLOOR TO BE CLASS A-3 CONCRETE (ciASS A-4 NF PRECAST) WITH SLIP RESISTANT "MORAL 20 =, 48 + I MAX DETECTABLE WAINNO SURFACE COYM4 THE ENTIRE WIDTH OF THE RAMP FLOOR moo FLOOR MAY BE •• .;►• ;►• . • .:►• .:►• .:a .:• .:..:► .: ► .:v .:•• .:• •. 4- PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE '.;'►;'• '►;=►..!►.!► �:►•!►..!►.;:w;:•.•!►•!•: FINISH. RAP SINALL NOT EXCEED A SLOPE OF 211 T SLOPING SIDES OF CURB RAMP MAY BE POIMED MOIIOLITHICALLY vm RAJP FLOOR OR BYPERMISMI USIIC SECTION A -A i FLOOR15MCASTJ,�'HOLESm"T SE PROVIDED FOR GORIER BARS SO THAT ADJOINND FLARED fs DOWELS. B" LONG S CAST IN PLACE AFTER PLACEMENT OF PRECAST RAID FLOOR. PRECAST CONCRETE SHALL tr -.-SLOPE 12:1 CONS TPMMSSIBLE REQUIRED BARS A E TO BE NO. S X B" PLACED f CENTER TO CENTER ALONG BOTH SIDES OF THE RAP BE CLASS A-4. MAXMIIIA FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER i/e. CURD RAMPS WILL BE,dEAS M AMID PAD FOR AT TIE cONTRACT UNIT PRICES FOR HYORAIARC CEMENT • • • + ~ CUIWCURB NOWALK GUTTER TRANSITIONS ADJACENT TOCDTO CUIBB RAP$ ARE INCLUDED N PAYMENT SECTION ®-B FOR CU FWCURB AND WTTM We" USED N CON.RINCTTON tIRTH STANDARD CC-3 OR CC-7, THE CURB FACE ON THIS STANDARD B TO SE 001USTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATiON. LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENCINEER- MOMTHEY ARE TO BE PROVIDED AT INTERSECTIONS WEiEVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REOAROLESS OF WHETHER SIDEWALK IS EXISTING, ® ACCE351B1E ROUTE 6 DEFIED AS A CONTINUOUS PROPOSED+OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS LWOU5TRUCTEO. STABLE. FIRM MO TAUT OR AS DIRECTED BY THE ENCiEER. NO SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIES. PATH COM'ECTNG ILL ACCESSIBLE ELEMENTS OF A EXISTING UG HT POLES, FOIE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE A+PROAGHED. ENTERED AND USED BY PERSONS WITH MOBILITY I PATENTS. VEOVAM PARALLEL CURB RAMP IDS (ACCESS FOR MOBILITY IMPAIRMENTS) 502 VIRGI IA DEPARTMENT OF TRANSPORTATON 203.06 W -j 1N1A U) o z O � LL_ \_ ` CC a 10 00 c/i (ri p 0 0 O� CD I I co rn V Tn CL N 0 � U �. L (,- 0 a) o Fes- z w HJ c- — N U) w U t13 M v7 C) O O �-- N : (a coL Q O U> N C:)z J z N 0 06 z LW c N U)z O rOin �} c W v v j C to ti? w w Mixr' w w .� w w cri 0 i � • 4 � > to N Z _ O a) �., N t� M [P w W J H i'- U U w W W w 0 O CC iL z 0 t� 0 + Cv V) LN_ V) 0 W Q W 0 (f) (1) O z O F-- Q 0) 0 U 0 r- z z Y z U 0) w i _1N 0 o U LL T- i CONSTRUCTION NOTES (P77 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 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.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 9. 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. 10. 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 V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VOOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. 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 Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are .submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO 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, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise 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 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 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 22604 (540) 869-1111 P.O.C. Tim Hockman VI 5. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -sip (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Vicinity Map Scale 1 "= 1000' RESPONSIBLE LAND DISTURBER: 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 SITE DEVELOPMENT PLAN 3 PHASE 1 EROSION & SED/MENT CONTROL PLAN 4 GRADING &° EROSION & PHASE 2 SEDIMENT CONTROL PLAN 5 SITE LIGHTING & LANDSCAPING PLAN 5 SANITARY, WATER LINE, STORY SEINER PROFILES & DETAILS 7 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 controi measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initicle Iund 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., rout+ surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified os-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 stangirg of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. 0� k ERIM-110 :ATL F I*r� certify that property ntu ned kh site: Pf tn. with, free. co'm ni od in auxindam4. wig, thy. d, es of 1�e undersigned- rr =er8, prof}rit tors einct f rf a . if tinj Iate ;..Date GREENWAY BAPTIST CHURCH 275 DOUBLE TOLL GATE RD STEPHENS CITY, VA 22655 PH # 540-869-6266 P.O.C. FRED FRANKLIN PH # 540-837-1862 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 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 C7 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 H Op P ,•RL' f"wI� /l Id A. Mislowsky, Jr� o CERTIFICATE NO. U 20 74 (Ev✓� Sheet Number 1 of 7 GIS RED PROFESSIONAL ENGINEER REV. 8-11-04 - PER COUNTY COMMENTS - J.D.S. REV. 9-01-04 - PER F.C.S.A. COMMENTS - J.D.S. 9 i POSSIBLE $IGN LbCA ON 12.0' I ' SEPRARATE! PERMIT Ql11RED.' I _ v _ SEE NOTES( �1 &} # } j M 1 } { TOP S & BAR ri � 1 , Q1 Cu ''loll RCP y cn t @ 6 6 c" � OI` 1' oZ Ot Irt� ULV 1 1 '-24�, CPP 0.29 1 F . PIN 75L-3-1-6C AUTUMN GLEN SUBDIVISION SECTION ONE OPEN SPACE DB, 919 PG. 1746 JAVJ 1 . 1P1 UUUUUUJUU ROUTE 642 SAWCUT EDGE PROVIDE TACKCOAT MILL 6 xl 1/2" JOINT 14' 2' 12' 0 IC, z VARIES 1(10 EX. EDGE 0L PAVEMENT VDOT CG-6 1 1 /2" SM 1 2.5A *CROSS SLOPE- 1/4 h 1 ' 4" BM 25.0 OR MATCH EXIST/NC 8" 21 B EXTEND 219 P01 COMPACTED SUBGRADE 1 FT. BEYOND BACK OF CURB ROUTE 642 WIDENING n 0o SPIN 75M-2-B-8 CORE � CORE DRILL NEW INVERT`JASBO, INC. \ZTA T BENCH. PROVIDE KOR-W- SEAL ADAPTER. LD� 8 MOsaY NATION SECT10m US-E's SINGLE FAMILY RESIDENTIAL ZONED: RI--` ` , 200.97' i---E L FC C- -- --- F �'- -- ---- - C- ---� j5' B.R.L. \- PROPOSED 10 I ELECTRIC EASEMENT REL OCA TE POWER UNDERGROUND EX. OI/ERr,'EAD �L_cCTRIC � aZ�/ _----- � 00 - 8 vI PIN 75D-4-F1-108 DAVID R. & TONYA 0. HOTTLE USE: RESIDENTIAL \ ZONED: RP 1 � 1 J` . V ��. 7) � o C/ioCiv� 0000 0 C) I a o I �o� � of 00MMM _ 2L Cn a Z w U V) V) ry O PIN 75D-4-F1-109 w w w w � CHARLES J. & DAWN M. BROWN a p z U USE: RESIDENTIAL C-) C-,) z z ZONED: RP � z Q EXISTING DRAINAGE L'- m n EASEMENT D.B. 877 PG. 1508 � w � 0- Of w � w r_1 r­1 C:) C) �,w�,w V) V) W W W W - r�l � cr_ cr� M©©lr_-: �I~ z 0 a FX U Cn W 0 1-1 GINrA" ZO ♦-� N N i%i C� vs + •r-+ m C a) L " cf) r C-) V� 'v a N a ca Q 0V y c M M O J 00 CV �oif a? r` c0 L6 c0D C o�.. (1) CES a to CS �N N C W v 4 �3 0 u7 cc !-- aL .v-4 r-4 H ui U •L • L fU !0 i _vi + 0 XISTING EXISTING HOUSE TO ` \ WATER VALVE �` /\\ y _ i; y�^ a w REMAIN AS pAR \ Nrr^^ PROJECT SUMMARY TAX IDENTIFICATION NUMBER 75-A-104C X ; s,. \ `\ �� EXISTING EXISTING PARCEL AREA 4.9 ACRES FIRE HYDRANT 5'✓}CONG.S` � � \ X \ DEVELOPED PARCEL AREA 3.2 ACRES I m \ �54d l � x ZONING RP g4C. EXlS1TING 1 �\ O 0 � ADDRESS 1275 TASKER ROAD BUILDING l ___ -- \ -, �� \ - �+ PING 38.00'-- TO REMAIN CURRENT USE RESIDENTIAL 1 D - - _ i- - �; Q \ \.� PROPOSED USE CHURCH/RESIDENTIAL j l ` � , DISTURBED AREA 3.2 ACRES \ \\ Nz:�) Z �-?<, SETBACKS \� REQUIRED PROVIDED JRCH ___i FRONT (VA Route 642) 60' 143.87 Q. FT. DUMPSTER PAD WITH 6 FT. HIGH \ 1 �� \ \ \ `� cs SIDE 15 91' OPAQU_(BOARD FENCE WITH , 50.20 DOUBLE? -SWING GATE. \ ti 1 J C REAR 50 270.36 I \ \ G PARKING 5 18' 6' ARE LINE GREENWA Y BAPTIST CHURCH ` \� \ \ �, BUILDING HEIGHT 35' (MAX.) 30'(+/-) 2" WATER SERVICE USE SINGLE FA MlL Y RE SIDEN T/A L , \ \\ `� Q ` �Z Z� GROUND FLOOR AREA 14,871 SQ.FT. 38, 00 \ "� NUMBER OF STORIES 1 {�- ZONED.- RP ALLEG �E1%fK P0pVE-1' COMPA;VY- \m �, O \ \ -A FAR ALLOWED 1 F.D.C. G ` \ \ C FAR PROVIDED 0.11 Y AJOR ThE Rti' I/lRG/.; JiA 1; tSTING BUiLDIN POWER COMPANY R/GHT-OF-- , \o MINIMUM LANDSCAPED AREA 0.74 AC. (15%) v` , cI� T 5' CONC S W ITO 8E REMOLD G✓A Y (EA 7) OF UNSPECI /4Y) �� n \� LANDSCAPED AREA PROVIDED 3.23 AC. (65.9%) CG P17D Tt z 1^✓1D Tr,� Cf_&t_r?ALL k ASSUMED TO 8,� 40; E. 20' PARKING REQUIRED PROVIDED EACH SIDE OF Cf_;VTLRL/iVc) \` �`� ��� Z n \`' STANDARD SPACES (1/3 SEATS) 111 131 _ I c� \ \ HANDICAP SPACES 5 6 1 1/2' WATEN METER D3 .228 PG. 8J. \ LOADING SPACES 0 0 00 1-FIRE' HYDRANT ASS Y. ?� \ TOTAL SPACES PROVIDED 0 137 o; 2 WATER SERVICE 12"X8" TAPPING S , EVE 0 0_ SET 3 h7 BEHIND CURB k AND VALVE. TAP BY F.C.S.A.` PARKING LANDSCAPING ! } \ GAS PAVEMENT AREA 47,916 S.F. W ^' GA GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA --� PAVEMENT TREES REQUIRED 24 1 2000 SQ. FT. o i E F1 FC S RVI . ` .t 1' 1 / ' G" g ` \ PAVEMENT TREES PROVIDED 24 INTERIOR TREES REQUIRED 14 (®1/10 SP.) 8" PVC SDR21 W 1 \ - , . _ - . _ _-__-- __ _ �..__ _ sv - --- INTERIOR TREES PROVIDED 14 0 15' B.R.L. j 20 WATER a� \� TOTAL TREES REQUIRED 38 ESMT 22.5- 80 ---- ---- - -- - TOTAL TREES PROVIDED 38 PARKING LOT LANDSCAPING REQ'D. 2396 SQ. FT. 0 5% VALVE 80. 46' 80. 46' 80. 46' ZQ-0�;�� - _ _-_ y119.21 ' _ \ \ PARKING LOT LANDSCAPING PROVIDED 14,000 SQ.FT.(+/-) 29.2% 'ER OPEN CUT ROAD CROSSING 1 56 Y S TA TIO/V SECTION Il . \ , NOTES: } SEE DETAIL ON SHEEP 6. \ ��� \ \� 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. SINGLE FA Ml Y RESIDEN TIA L ' \ \ 'f �,\ \ ` 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO ZONED. P I `'MINIMUM STEEP SLOPE, LANDING. 4. NO WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL LOT 15 LOT 14 LOT IJ LOT 12 LOT 9 \ ' n FEATURES EXIST. I . 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. � 75 M -2 -A -15 PIN 75M - 2 -A -14 PIN 75 M -2 -A -13 ? PIN 75 M - 2 -A -12 PIN 75 M - 2 -A - 9 6. ALL UTILITIES TO BE PLACED UNDERGROUND , �'. 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES & FAITH BERENS BELINDA A. LELLOCK RAYMOND J. & HOLMES F. & AUSTIN & LINDA GILL OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 J030019589 INST. #030016918 o JUDY C. LAMB ANNA LOU SEAL INST. #020018638 ti A O ti \ 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM DB. 941 PG. 724 j DB. 956 PG. 762 PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. A , \ 10. CHAPTER 17 OF BOCA REQUIRES SPECIAL INSPECTIONS FOR THIS TYPE ' OF BUILDING. LEGEND s� 11. NO OUTDOOR STORAGE PROPOSED. U w 12. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. 0 PROPOSED CURB & GUTTER ..................................._ THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF PROPOSED CURB & REVERSE GUTTER ----------------------------- THE FIRE MARSHALL r1 PROPOSED STANDARD PAVED AREA (8- 218/2- SM 12.5A)---------------- 13. BUILDINGS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE AND SECTION, 303 GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING PROPOSED HEAVY DUTY PAVED AREA(6° 21B/3' BM-25.0/1.5' SM-12. 5A�- ,'- ,-' �' CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PROPOSED CONCRETE AREA ---------------------------------------- a ; = ' • 4" CONCRETE PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. Q PROPOSED GRASS AREA --------------------•------------------- 2" STONE BASE 13. DEMOLITION PERMIT REQUIRED TO REMOVE THE EXISTING STRUCTURE. AN + PROPOSED EASEMENT AREA ---------------------------------------- ASBESTOS INSPECTION IS REQUIRED PRIOR TO ISSUANCE OF THAT PERMIT. ZONING BOUNDARY ----------------------------------------------- ZB UTILITY PEDESTALS ----------------------------------------------- m EXISTING STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED STORM DRAINAGE & STRUCTURE --------------------------- PROPOSED WATER MAIN ------------------------------------------ w! EXISTING WATER MAIN ----------------------- ---------- ------------ _..._ PROPOSED FlRE HYDRANT ------------------------------------------ t PROPOSED GATE VALVE & BOX -------------------------------------- -►f -- I WI EXISTING SAN. SEWER AND MANHOLE - ----------------------------- PROPOSED SAN. SEWER AND MANHOLE ---------------------------- PROPOSED UNDERGROUND ELECTRIC SERVICE ------------------------ E PROPOSED UNDERGROUND TELEPHONE SERVICE ------------------------ T PROPOSED GAS SERVICE ------------------------------------------ G TRIP GENERATION ITE, 6T+EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 134 T.P.D. USE CODE: 560. FIRE LANES REQUIREMENTS: Fire Lane markings and signoge is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. PROPOSED 8DRAM SECTION N.T.S. , W4PH/CSOW,F 30 15 0 30 60 ( 1N FEET 1 Inch = 30 ft. SITE LIGHTING ALL PARKING LOT LIGHTING TO BE WALL PACKS MOUNTED ON THE BUILDING. LIGHTING CONTRACTOR SHALL VERIFY THAT THERE IS NO SPILLAGE OF LIGHT ONTO AJOINING RESIDENTIAL AREAS. U) z C9 W [,1 �q 'd- 0 C7 O M N -� Q o W U U) N = (j) H zp avU � � o Y z z to W O) _3N U LL_ CONSTRUCTION OF A SILT FENCE o �� * I " I A STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) SILT FENCE CULVERT INLET U) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. O _ t v TRENCH UPSLOPE ALONG THE LINE Z PROTECTION 70' MIN. EXISTING OF POSTS. A 3• PAVEMENT ENDWALL M 50 IL E BERM FILTER CLOTH 6' MIN. MOUNTABL0 A (OPTIONAL) �' / VQ ✓ � SIDE ELEVATION t f / _ TOE OF FILL � LEGEND CULVERT EXISTING GROUND � 70' MIN. / i j �_ / I o EXISTING STORK DRAINAGE & STRUCTURE --�-- ��v T ' r r G-�✓ PROPOSED STORM DRAINAGE & STRUCTURE . B WASHRACK 10' MIN. - ______ (OPTIONAL) _� ® PROPOSED CURB & GUTTER - - I F � III I 41 PROPOSED CURB W/REVERSE GUTTER - - - - Z •� L N 11. 0, MIN. FLOW II ' I _ O N l2' MIN. I EXISTING PAVEMENT 4' -� ° N -.-� 5 DRAINAGE FLOW . - - (n 7103 I F 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE ° TOE OF FILL EXISTING GRADE - --� TEMPORARY DIVERSION DIKE O VDDT 0 ~� POSITIVE DRAINAGE 1�N. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. I PROPOSED GRADE . • • • • • • • •• O •- a� 04 COURSE AGGREGATE B T❑ SEDIMENT ,,^^ TRAPPING DEVICE ° `' Vl �' ` N • MUST EXTEND FULL WIDTH SILT FENCE ° ° R DISTANCE IS 6' MINIMUM IF FLOW O in �+ I PROPOSED EASEMENT AREA L Z O o M OPEOF RATIONPLAN AND EGRESS PLAN VIEW IS TOWARD EMBANKMENT PROPOSED SILT FENCE . . ' . • ' . . . SF F- N M 0) FLOW CD x .J U > N CD 12' MIN. % ^`''%,''r' ; � ,,.�� ,-.,_� Compacted Soil z U 4-- a r; ,ri 3' MIN. �,II Jill OPTIONAL STONE COMBINATION CONSTRUCTION ENTRANCE v< ��� o 0 ;� �, 3' MIN. / i- r rt r. r t _ . i< / '"_ 1 771U" min. CL > c - / } ---Flow Q � 3 0 i}7 Lf) FILTER CLOTH ,/ - FLOW ROCK FILLED CHECK DAM H. RFCD L J MIX n- `- ~ LL SECTION A -A / 1.0' �'S"x IIIII o- • � 6'-7' 1111= Tr'' I ,-- II II I I w CULVER INLET PROTECTIONIIIIIIlisdIIIMilli WilliWilli� V N o EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. a CIP - I L A FLOW h 4.5' min. • { A. 2.5' sf _ (n FILTER FABRIC POST DEVELOPMENT DRAINAGE AREAS . . . . . . . . MIMM COMM k� O �j I: vi REINFORCED CONCRETE DRAIN SPACED) I I �'=+:' WIRE I I T PRE DRAINAGE AREAS I / L SECTION B-B ? _ �VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP 1 TO REPLACE SILT FENCE IN "HORSESHOE 'WHEN a W HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from l9&3 Marpiand Standards for So11 ermsion and Sediment Coldrol, and Va. DSAC Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric ESTter Barriers for Sediment Control, PIATE. 3.05-1 Sbenmod g SOURCE: ADAPTED from VDOT Standard Streets and Va. DSNC PLATE. 3.08-1 / , t !. r, 7 f • / 1 / T`li i . ��..'._. ^-y r.� _�j,. �:¢ �. 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MEr SIOIEIAE TOP ELF.. �j� \ f�-�;,=sc 1 �•...� � ,, 4 F Fi7ER ixDriN Q ' CLASS 1 NP MP i ti f EXISTING DRAINAGE CROSS SFl:?ION Of OUt1ET .5 1 l }14 V \i i 1♦ EASEMENT, D.B. 839 PG. 258 OD p� gam--pig-3OD •3� i •-y��+•�� •��p r � E,�s�'' T.3++f.;KS vT P� iC-.+.,ga '.r ttlsl J+Nd'"!bc'T - `'70 's •'i1 - '" _n%'[ 4-:' _ :aL ! i�'i•�Z•°+"4t&::.� - r Y. mow; ri �!' 1 ` `•`\ 1�Sj+��4J'i� «_t.'Y"----..._._._ 1..�.=:.__.._._..-.«...........-._.... �- !.__-.. .,,•,-_..}--._.�.,_.� t t i zy S•_3 1.�'1 3"� IS 115 55 ' '' ,it I ; ,� / /' �u .. - _. •- , b.,'• / `\, � l=p,?�r�l L`.en � .-' \ \ `�`1 ,� � v j ` p� CLOD '. i X'y r ! ut -,,'� . ?; `�• t 1 h yt, I F y '< _ NDO� M } b ¢ ' `►�� % 0 .-M17,ter.+r>t:Vky P -p PROPOSED SEDIMENT TRAP 2 r,.d �.?ta _ ' A i ; �, ►TED //iii 1 i ,s TRENCH DRAIN ' +z AREA 1. C } 1 PROP. DRA/NA ENT 1 qx y� { ` EXISTING DRAINAGE UCr � '� 'S �.' 11. '� 1i '� ` ` \ - EASEMENT COARSE /Iti0tit7QATE SHALL BE VDDT /3. f367, OR #s 3 / -� i ':� _ �'" 1 \ i '� i� ';t D.B. 877 PG. ,1508 ® TEMPORARY SEDIMENT TRAP; a LOD t tl ,, 1 VESC 3.13-2 ~ + U 4' 'PERFORATED PVC SILT FENCE WT To SCALE i I 1 I mj AREA=0.8 AC '� `� �`', �t t k O \ �� SEDIMENT TRAP TRAP # 1 TRAP # 2 U . 2 i „ ! } - - t`o 11� ; ��'� OUTLET LENGTH, A (FEET) 10 12 W U _ _. _ ,. _.. r r a ! ;� Ott �! -_. -_ .r y`` TOP BERM WIDTH, W (FEET) 2 2 W W µ , \ NG HOUSE TO 'AY' Z CLASS Al RIP RAP /� ;, p(1ST1 pARSONAGL' \; 1,` \ 'k G� RIP RAP TOP WIDTH, B (FEET) 1 1 p %1 , I - W-10 + M1+1N \� HEIGHT TO OUTLET BOTTOM, Ho (FEET) 0.3 0.3 US ' I ` ff '" `� t �, ''� • HEIGHT OF BERM, H (FEET) 1 1 BERM TOP ELEVATION, C (FEET) 727.0 727.0 r � , 1 I i , iy} � _ \ ,. �"..._. ,S �• • t • �Y i � fi: :` � ti \ \ 1 fir,. E` `• ` ` M1 � '^ � I y . ? ;� '- _:� _ .t .; � t L ,-... - -� � � � 4 \x '. -' � v�•T1��,�� � �.� .. � `�•� OUTLET ELEVATION, D (FEET) 726.7 726.7 - ± ' �, � SITING y �� ` y t p �' WET STORAGE TOP ELEVATION E FEE 726.1 W 713 I ' � •� ,-•- t Ly `\. S ESN' i `, o '- ~' TRAP BOTTOM ELEVATION, F (FEET) 725.1 725.5 v /y ,,;>,,e,_� l � , `;{ _ �' '• � I 4 j S�I I i fii "'•, 1 /��. ` •`•. $ti;r� :'t 'y-CL �.��`4 41,t\ �ti f 't• y` '... t it t Y cE SEDIMENT TRAP #1 t ` Q AREA=1.6 AC e 1 ; pppppp i n f` �`' r 's ♦j' o .' • ^19t9+:i[:!'•�d 3. #'i ^1.. sa". ed' JSRY.la..`.3,gySi4iY•\ `\'��•� ` `.i O•', '', •�•. ( o § G ING j tom, 11= lti Q O '� .# r oD pc1STIN !, OD n , 1 j = (� ; ' • + w SEDIMENT 1 \� ,� { 1 F_ Q w • CIASS Al RIP RAP X- �( _ ` \1 ti s _ a. � F'iC•F !. ..�� - DOD C`L f , x.- r ,ern. T,C r'.;.; L'ljh�ri - -• k s% j '� LLI _SILT FENCE Y a �` a - c,5' B.R.L }._�_ - r.�� .�i9APH/C SCALE v SF sF AREA-0.2 AC { 1 � ", •r -:r .:: o :_ Si�SaI BSI`' S.__- ..S - '`•E �..� I�i - 3 4s.` w, - t c .. _. s i'. r,...z.. �rvn,E:,r..a''.s'a'•..--4...v._..c.�-=xia�' z..,. a - - '• r � �;rRsrt�.'.'F. mx,cd:u 's£z•.s�^`v..,.z, -ra�nxr.+ri'r::n..�_•an ^�.+±� � 'ce�'`s•� ` r��' "�-� . �- - riseaa__ , . t A 1 t` ii .v �•{f �f' - .-.".1..,.1;.-.1 �/ ..__ _t`F- ..._.__.._ , ,.._.__..._.- °�. :. c_.�..__...._, :L .. ` L' �..-�.-1-r__...._. _�... � _. .._.•'� ___...: �;;'` rC___..,..-k _.._.y ��, `s `' � �_..._.,/ '�d °T""':�t8'r'7 -1 ` 't . �i'1.'.•.V �r� � "%..C..�E:�r,.:.dak.�. /N FETT �A DROWn MQAT # 1 I ( - fM1� LLJ Q6, If ODO(fl$9ENARMENT PROTECTION. (`t j ��.. 1 inch 40 ft. Z Z Y Z 00 i x a ! t4 S ✓ O.B. 839 PG_ 258 I '. 0 3 V LLJ LLI ® _ -I Q ; 1 '� {, hs tl ; '` ( I I •''.t� "tt .1 H lS `'•y "" C) f- 1 ,r. -Y 17 i t > i i 4. 41 / 1 u 1 i ` `'-',.. ,.,,fir 3, � t .} 't '� ,%.r;w/ _-,r....--- ^.� 't y'."-••._ •' } � ,` ` ittl l4 11 w t r t t - / �s, t 1 J1 � •i: :�4, ,l`� \ `', , � J,'' 1 .J i e i � 1l •l � } 1 `i r� % i- 4 ' \ t l f� r � 1 / /, •"/ ./ , J r r et t 1I '� -'' 1 i `fit p�' � � p jJjj(` � / ! r ; �' ' I `� `�''•� ! ! '.�' � 't 11' � `; It / /, -_'� ~ { ((/- ' ..+ ..-sue..-•_-•-.. 's "i" ' 1_}p'�'f'tiA,i/.. •'L /'! ,tr'(V.'a[«. f''d!J -._.__-.'^"'"'r - :i ! r ,r ,fir ''� � '+, i l ti,..._._..w...._._._.,.....,,::�•_ '• 1 � f }� j t / ^/' �J1 J rj i1 �' fit' '^ `••) l \r y`! 'i ,i \ 1 i zv / .r,Y..+-,. T •Ci-- - •'^„�.,- •-•'^'....- M �.r... \ \`~ t S ' 40 EXISTING DRAINAGE ` .`• 11 EASEMENT j r rr D.B. 839 PG. 258 ! �, _ f -' •� ' _� �i ti r \ t 1 , , i r ! i L LOD LOD'�' y'- - r� �sr� - -'='b -'x• r fir. a _ _ r r _ 1 ., y_y�ey $�., Y .C'!X {fir .. .. s .... ,.�'•' . w n-. +�u�,.,v.����../' SCR-ay¢-a�-•�. F"s•'• . .+ ,.. ,. .>. .e �` - .�-x �j���.. S _ _4,5�k' :: z. .;e' ^^_^r�7� ..- d .- .. _ _-\'� S ! f:.i X >.�a .� �,..�.t '.ssiLa 4.,'a � Y-.:�i �:.1: .,».��ci''.� ..n ¢ i y�ks,,:�'�,�i if?�{a �.. E'.;k _,�.�. � .�a Kt, ��f� � uv ����i � i'a� Ar... -..t� :.:`'� .i, . �`,r� ®'S'ii A � a.. , xv.+."✓. . r�'���'v�. '�-Y .,� � 'nA a4 F .. • , . ,rl.s-_ - - - ._... j r`` rsi'$ 'mow -..__ __- __. _-__ _.._- _-_.__ '_- .___ __. __ - f _ .--- _._ ' ♦� , ` `\ _ _- __ ` .__.__. _- _.._ __ -•---- ----•- _ ��+~ ` , 730 T C ✓ �� -7-- ' I - _ - T/C i\ i � { ,'":? ;• _ �Lb + ,.. 728 728.60 2930 7 .95 31. �';; �'►� �',,,� .._ 1r % \t i� 726 x �y. 9, _. r 1 �' I jfJ P OPOSED T / , `• t , ' ENCH DRAIN T727.85` 28. 5 \, .N <(1�^� PROP. DRAINAGE SEMENT r 20' PEDESTRIAN ACCBSS ` ► _ > T c I EASEMENT bOICATEb FOR / T C �.. a LOD 73l 0 f . p 731.10 FUTURE 'USE BY FREDERICK ; , a 4 PERFORATED PVC /C p 28. 0 730.90 T c T/c COUNTY :FAR 'PEDESTRIAN/ ; ` +� i28.25 T c 31.05 731.30 BICYCLE}TRAIL. " A' / I POND 2 E E/P A i f r T/C 727 50 y 730.30 1 I 2yr WS 72..38 727. G /)* 1010yr W=726.80 727.00.E/PC'• T/C 60.00 1 T/C C 1 / +7313 27.35 / .90 731.05 i T/C ^ T/ 31.10 1 ISTING HOUSE TO I I CLASS Al RIP RAP 3 00 T/c �, �X pARSONAG , l , I I L=8 W=10' REMAIN PS i \ T/c T T/c ' �. � T c T c � 727. 27.35 727.60 / / T/C T/C ' i { T/C T C 729.70 7301 730.50 731 20 T/c ' + PROPOSED E P 00 28. .2 T29.30 ° / ,,,..,15 731,50 } I t 1 � _ 731.15 j I sl LL ; DRAINAGE \� 29.75 730.15 l`� T/C i t I EASEMENT T/c /c , 1 ..i i 728.20 _ 71.40 T/C I K T/C T/C : a CIP 21.50 T/C �9 t 7 , 728.7 729.E 730:35 :30: 0 1 t.` E ►DING I I ` 729.47 72g.65 'T • I Cis , .� •, i # - S ' ! I � 72 .70 CIP /C- i K" 2.QING 26.70 765 , EXISSING..._�_ J I } 729.600 i .... .73 .2 725. CHURCH r� - OP Q ARD WITH HIGH ' FF 1 -. 4,871 SQ. FT r;�� �� DUMPS ER W i6 FT H ` 90 = ;' ` 2&` FF ELEV.=730.20 z DOUBEL -SWING' GA ` f i T 1 ' t t 7� ` 1 729.60 z D *4 70 E/P C r 729.50 UZ ; 1. t '1 730.60 '4 Q ` i ' ti4k t t�t 72§.60 T 729.40 729.65730.5 ISTING BUIL`Di t T/C 729.00 EMOV T' .65 L i i j 728.20 29.30 l 729:10 R •, OD , Q '" ' Qi Q_ 4 t V ' �0 25.10 728.70 T i } i 4 gyp' ry i 7 •2 730 E P f �� ' ` ^� CIP T/C f 5 729.40 fz3, RE Ems" -mg 725 C fir-►- ; ~ i CLASS Al RIP RAP T/C / E/p �' � 7 8.60 t }. J2 0 POND 1 727.85 7 +T C E P T`0 , ,L=8 , `:.W-10t'WSE=7+26.17 > 29 75 7 8 1'00 -z11 726 t d T/C � t 8 2 8.05 ti 2 29 0 - - r: - - - - - -- - -- -- -- -- .� < ,i t , _. +s _.w-c..a•.,--5�s'. _. ._.--ter•-.;�zr`?5�-... $".*rr, , :sK•• '>!r+vxsecm:mns s�in:x'% .Tie° - --- - ,s.�S,.k.at ._,...fig k' t.fi ar`x�Rk B.R.L. - - t 1i a A B l ( , a 1 . 1 7 5A0 _ - n _ �g y . ,.. - •..�..._ v5.. a. y��'l%`s:Cd 'c4... ... <a-..�i Ca.. a.n ..,..:-.,.... .. ., :. ..... ;M. - . - � , r , '.r.s t -...._ �..«e� .., -m 3 -u3:r .,.... 1 Y _ 's+_t-t�T�� c5'�a._ . � ,i,..�g%T.k ,. 1 �' _. v.. .._ .:�. .-3.5 ..� ��:, >,+ � a v� i��-`ax",;i`..«i, n.,.y . ! � � t t �f ; ,. � � LVV � �} � t LOD f% <' i _ i C fj i 1 ', j't% vi ,t i', i {` i• `1j.1 Z t v(� 1 i ; y( DR)MIZ BMW. aDMN EWARMENT PROTECTION. { ( D.B. 8.39 PG.`,, 258 it f i i t i I i tS r i R tl t `, t +.. i' ., by 1 � ;-- j •� i � � ''t � a � ''.., F; t , GRAPH/CSCWE Jo 15 0 30 80 ( /N FEET 1 inch = JO ft. 11 C/) (n ~ LLJ t- z w � O O U U O r z F- z z z O U a_ ry ck:� LLJ W n [I- 0 0 w w 0:� ctf �1012%] aEr �- 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 ........................ L_ PROPOSED EC-1................................ SILT FENCE INLET PROTECTION ' ' ' ' • ' • ' • • ' ' ' ' ' ' ' ' ' CIP @ LIMITS OF DISTURBANCE ...... ' ' ' ' ..... ' ...... ... fil NEW, 01 ?A OR DRAINAGE DIVIDE ................................ m rm rM-mmols�,w�, s, m_a5, OUTLET PROTECTION SUMMARY Culvert Width Length Depth Riprap feet feet feet Class 1 10 8.0 1.7 Al 2 10 8.0 1.7 Al 3 10 8.0 1.7 Al 730 POST LOWS ff Q10=14.23 CFS j ELEV=725.5 725 __.....--\ •-.__,i d=1.10 FT a Q2=6.44 CFS VEL=2.5 FT/S ! i 720 0+00 DITCH SECTION A --A SCALE; H: 1"=50' V: 1 "=5' Q ZO a' N � � y ) U) c- o _ Q �, o �.1 Q N a. N rn _M ccM 0 U> N O •«- a r: Ln w 7�006 c coo a f- LL U • L � z C to (� O a� ' (Lw V V 0 U � Y Z W w c W W W O fY a .I' !l-- O O + N LL_ O _ w � Q o U) U) 69 z go O z z Y 600 z 3 c� co N 0 0 U_ EXISTING DRAINAGE EASEMENT D.B. 839 PG. 258 521t9o�001 *1416 W - ­Iu`' "`' L 200.97' 6tJ3773-- S33'15'13" W 1 i NIN EASEMENT t nm �4 t4 4 t � 1 { EXI`. 4 I EXISTING HOUSE TO wAT PARSONAGE � f � REMAIN AS t, 7 PDAI o FsllI1NG 1 •`� °_ BUILDING j -- BUILDING __ TO REMAIN- [EXISTING- `-- APR❑P CHURCH FF=14,871 SQ. FT. x SITE LIGHTING ALL PARKING LOT LIGHTING TO BE WALL PACKS MOUNTED ON THE BUILDING. LIGHTING CONTRACTOR SHALL VERIFY THAT THERE IS NO SPILLAGE OF LIGHT ONTO AJOINING RESIDENTIAL AREAS. 6196s19�9�94966k9��6�964966�949�9E9�d149619494511�b1®�f9� ---- --- _.-_-- 1W 121.68' Sa 46' 80.46' BQ 46' N O Ci9,4pH/CSC.�dLE 30 15 0 30 60 ( 1N FEED 1 inch = 30 ft. 1 8'—o' A1wc. 4 x 4' Post 2'x 4' 2. 4.Secure r2. wdh Altminun Nuts x 4- Cl Q M 3 !0� QQ� O d� 2'x 4' 4'x 4' Post 4'x 4' Post 1� 47x 4' Post d Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Soil. Thoroug* Twgr Concrete Aix and Soil to EI'xrrr de voxls. POST SET DETAIL SCREEN FENCE DETAIL ALL PLANTINGS SHALL CONFORM WITH PARA 165-35B OF THE FREDERICK COUNTY ZONING ORDINANCE, PLANTING SECTION, PLANTING PROCEDURES, MAINTENANCE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket Iloilo 111111 IIIIII� ��1111� I�1111� co z LLJ 'j' o 0 o U a �- z U z o � <t O J C> Cl- w LLJ n CL_ 00 DO NOT prune terminal leader or branch tips I � '.;� i� I•:'jrli ��III�:i: -- i•.� �N�:� IJ:�.li�ei�fi rf ':.- _ f Remove container and cut circling Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling for water drainage COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2" CAL. 0 6' HIGH AS SHOWN 19 RED MAPLE 2' CAI.. 0 6' HIM AS SHOWN 19 HETZ HOLLY 3 GAL CONTAINER 3' O.C. 175 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RELIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. FF. 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. o�0 Co • d Pam^ 0 v, o ' a) ;v N a +' N Cd ►1] y � M a) V N O ti Lr) rz�Q* c co �-4 ... W ) � ,a Q > 4 LO LO H EL �-+ ca Ui V 'L o • L a) �6 C: • � n. W x W 7) O a z 0 0 W U jj O 0 U W Y Z W W W O ,Ts►; o_j z0 r0 UV 7) z 3 Y 0 z to _ Lq C4 0 0 Ez V— D \p 735 EX. 730' C) I.- < ------- LLJ < > Luu) 725 LL-1 .J cy, LDL-Li _j__ i LLJ 0 � 720 < )4 SDR-3 '5 ry LJ C,4 00 "1--) � 715 i_� — to o6 ill 1 00 0 i II O U) r II N IIOz X CL CD (L �:;: + 0 + <D WOF-ZWW Q_ (D I- 0+00 0+50 SANITARY SEWER --PROF.---GRADE @ CL EX. GRADE @ CL 730-- WMW 70 1 -1/2 ma awaw vwww 25* E4W SW Or 7XI91iM X 18 Z��l J­ \--sw cvr m Be .8 - AMW Ar PC ME Z, OF AEPLACEWWT \//R? vaaT 21-A 'X /xx CS C; AGOW12AW Alf M SOILE PA VAMUff RAMLACAUMFT DETAIL CAREFULLY COMPACTED SELECT 84CKRLL T - S IVE 0 AGGREGATE STANDARD NOT TO SCALE 72?MCHAWG AND BIDDING DETAIL 7, AT THE UTILITY CROSSINGS OF MACEDONIA CHURCH RD., NOT OVER ONE-HALF OF THE ROADWAY WIDTH SHALL BE DISTURBED AT ONE TIME, THE FIRST OPENING SHALL BE COMPLETELY RESTORED TO SATISFACTORY, TRAVELABLE CONDITION BEFORE THE SECOND HALF CAN BE OPENED. THE PERMITTEE SHALL MILL AND RESTORE ALL (ASPHALT) CONCRETE ROADWAY, AND RESURFACE ALL OTHER ROADWAY WITH LIKE MATERIAL THAT IS EXISTING FOR A DISTANCE OF 25 FEET ON EACH SIDE OF DISTURBED AREA FROM EDGE -OF -PAVEMENT TO EDGE -OF -PAVEMENT. WHENEVER THE PAVEMENT IS PERMITTED TO BE CUT, THE PROVISIONS OF MP-71 SHALL BE ADHERED TO. WHERE THE PAVEMENT IS DISTURBED OR DEEMED WEAKENED, IN ITS ENTIRETY OR SUCH PORTIONS OF IT AS DEEMED DESIRABLE BY THE DEPARTMENT, IT SHALL BE RESTORED OR REPLACED IN A MANNER WHICH IS SATISFACTORY TO THE DEPARTMENT'S ENGINEER OR HIS/HER REPRESENTATIVE. VALCO, Inc Fig. No. 71BOE with lid marked 'SEWER' bottom ion — of box i concrete pa I'Wsq. x 6' deep 4' stone screw type adjustable valve box 48'rnin. location marker stone valve mogalugged megalugs to main inegalug thrust block 181 1 24' irx 8'x 16* solid block (for valves 12' and Larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 L 0 CL i PROP 'GRADE @ CL 730 EX. GRADE @ CL 725 7251 725 1 90,; 18'! RCP 35'! 1i 0 0146 % 00.44% @ 0.29! % (14 (14 C) L 00 '7 U 720 720 720 - . to Lri L6 C1`1 1 7 (D r (n T i T In H V) V) CO I- ----- -- UJ UJ - 11--i- z Q => - 0 Q_ C:) ;a U-) 0 CO c, C) Of + + + ��; Cl- + I 11 6 a- 6 CIL CD� 0+00 0+50 0+00 0+50 0+00 STM CULVERT #1 STM CULVERT #2 STM CULVERT #3 73C 725 720 SDR 35 gasketed bell wye sanitary (see note) sewer main -0 SDR 21 /cast iron cleariout rap with brass plug must be 8' from the top of the screw type adjustable box square concrete skid pad 20*x 20'x 6' deep east iron cleanout cap with brass plug having a countersunk square head Pariefla Model PA4SV-GSK (41 SDR 21 - cleanout pipe brick base SDR 35 spigot by SDR 21 gasketed ,bell adapter -e SDR 35 gasketed het�be1145° bend ad DR d 2 2 b, SD N bet SDR N_ 6stone bedding NOTE :If top of sewer main is greater than 16 deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 Revised Oct 03 —top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24"min. above grade in easement areas) square skid pad 6* thick— _ 3/4' x 0 butyll i4q joint sealant 314' concrete anchor bolts (4 each) adjustment rings (11' max.) '4 concrete ASTMG-1 50 4000 psi 112' or 16' (typ.) waterproof coating GS-55 by Conseal AL nominal size RV 30 butyl joint sealant applied between joints and on exterior side of joints joints are to be sealed with '0' ring gasket I.D. • pipe to manhole connection to be 5.' by flexible sleeve . . invert channel to provide a 3-0' min. smooth transition in to out 4'-0' max for all connections 2-0' max. es precast Invert or grout 4 top of bench -wall bottom to form channel Q12 same elev. as top of pipe 4. :4 s. Er ----------- 6' bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. 11 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 Figure 12 Oct 2003 trench width as required Ak61 dia. schedule 40 steel 4. pipe filled with conG;,'-- 3. • and painted yellow • 4 -4 18'dia. concrete encasement I 3' 4 concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad l'-6* sq. x 6* deep I � 2* min. - 6' max. 4' stone screw type adjustable stony valve box stone tobe minimum 0 6' above .f locator marker stone megalug mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 Vl3HH77-156KG-1 1-77 2' custom setter (meter by FGSA) standard flat top cast in place access door, centered in for 4' diameter top (see note 1) manhole vanes Z max. at property line finished -to 2) grade skid pad- 1, roadway box E diameter manhole 3' riser section for 4' 2" CTS polyethylene It. tubing (PET) 200 psi cli with cutouts w/ SS inserts at all connections min. saddle with min. corporation stop watermainsolid support blocks under custom setter "'ne bedding ball valve curb stop with PJ C14-44w/ SS inserts (GTS) both ends [844-777 and MIP plastic plug w/ SS Inserts); with V gate valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no, S1 R3030 b) in traffic area - model no. HIS2424 8' 2. Water service crossing street., a) Encased In Er diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street to one foot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge insulated copper wire(for line tracing) from corp. stop to into the meter box [ wrap wire around (typical) oorp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2"and 2" METER INSTALLATION Revised Figure 6 Oct 03 SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45* band bell adapter (see note) SDR 35 8*x4' gasketed bell wye (see note) location marker 1 SDR 21 gasketed pipe and fittings SCH 40 solvent - weld cap prop" line 4' pipe at 2.00% minimum grade concrete cradle If top of main is greater than 15' deep 36'min. cover treated 2x 4' with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 NJ general backfill (see note) concret select backfili a note) i" O.D. STANDARD general backfill - I' select backfill ae note) 1/2 0. D. --------- CONCRETE CRADLE C 1�� general backfill I'select backfill ee note) 6. ------ CONCRETE ARCH CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM 0698 maximum density, TRENCH & BEDDING Figure I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 WATER LINE I' sated backni I ee note) 61 INIA U) 0 z o V) 4d V) z LLJ 0ILL. N 013 UJI C) z0 C3 C14 w GC3 to U) - T- C) W < b (0 (1) 04 0- 04 0 C3 U) to U) E 0 (n 0 70 :6 "5) 0) Cf) 4_J b (- (U .�= M > Il- 1.0 C/) 006 Q_ a) (0 (0 7 WV Z '�; (0 (0 U) C:) Lo C: W -C it 0 Lr) L0 _0 LL CL to 0 tQ > L_ :3 3: (10 O a yi 0 CU CY) lZ n CL LLJ n z W W 0 a. < 0 0 -C) + 04 n 0 IL J LU L W o <_J U) U) _J 6 z 0 00 00 0 7) z z W y 00 6z CID 0 W W 0) W X _J C14 III 117111 U LA_ V— _J HANDICAP 1' 1 NG OUTAIL N * ti •t` N4 ti N 0`'TES, t. x•.'., 4 '}Rl.ir TGIN 211AL1. C<314 33 to TIC a^A � aJl11G.'RYCS rOR 00I L7INC A'4!? I fACI_A-tzs. r ?' TYT'rt•_a'" FOR VA4 A vtCN,`. UUAst SF W(Y. + I L U 0', :.14L -ALONG, END -SECTION 12" - 60" PIPE -HUB ENO ON OUTLET END -SECTIONS vSPIGOT ENO ON IWEI END -SECT" x _`x J — (� CONCRETE TO BE L.. E 4000 PSI MfNm" PL AN DIAMETER OF PPE E PAY D LINE SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'. 0- 2'-0" 4--0" 2'-0" 15" 6" 2.-3" i-9" 4',0" 2'-6" 18" 9" 2'-3" 1'-91, 4'-0" 3'-0" 21' 9.A.. 2'-IT' 2'-1' 54_0" 3'-6" 24" 9z .. 3•.7" 2.-6" 6'-11, 4'-0" 27" 10 . 4-0- 2--1" 6` 1" 4`6.. 30.. 1.-0., 4.-6„ 1'-7Y." 6.•1 4" 5._01, 33" t-M/ . 4'-10' 2--3Vf- 7,_i 4" 5.-6" 36" I'-3" 5'-3" 2--10 Y4 6'-0" 42" 11-9-- 51-31' 21-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 54" 2'-3 5' S" 2' 9';' 8'•2' - 7`15" 60" 2' tt" 5' 0" 3--3" 8`3" 1 8'-0' HANDICAP SIGH' Dt, N. T.S AMR" . ice` x 1+3" STJ •, 4`• Is" I ClI TCD FABRIC /��//�///�///�// �///��/y / 4" PERFORATED PVC ���i� CONNECT TO STR. 1 NOT TO SCALE TRENCH DRAIN ALTERNATE END -SECTION 12" - 60" PIPE Es 1 HUB END ON OTLET END -SECTIONS SPIGOT END �o:�N"NLET END -SECTION CONCRETE TO BE E 40DO PSI MINIMUM PLAN C � B DIAMETER OF PPE J�OX. STEEL FADItIC REINFORCEMENT A / D PAY LINE END VIEW SECTION X-X END SECTION DIMENSIONS PPE DIAMETER A B C O E 12" 4" 2'-0" 4--r- 6'-r 2'-0. 15.' 6" 2`3" 31-10" 6' i" 2`6" 181, 9" 2'-3" 3'-10" 6'-r' 3'-0" 2r' 91• 21-11" 3`2" 6'-T' 31-6" 24" 10" 3'-7" 2'-B" 6` 3" 4` 0" 27" 10121, 4'-0" 2'- 6'-1' 4'-6" 30" 1'-0" 4'4" r 7 i' 6'-t A 5'-0" 33" 1-1'/" 4'-10' 3'-Y/4" W-1 5-6" 36- 1'-3" 5'-3" 2`10 i' W-1 ' 6'-0•' a2" 1-9" 5`3- :' n' 8'-2" 6'- 48- 21-0" 61-0" 2'-2" 8'-2' T-0" 54" 2'•3" 51-5" 2'-n" 8'-4" T 6" 60" 2' 6"1 5--0" F-T. 1 873" --- PAY LINE C B SLOPE DE T AIL NOTES: PPE LENGTHS SHOWN ON PLANS ARE BASED ON ENO -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS 70 USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT.LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV' 7/01 102.01 NOTES: 1. THIS ITEM MAY 8E PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3. COUBMTtON CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 2JLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DE" SPEED IS 40 MR4 OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS N DEVELOPED URBAN L SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 7„ a e e e a • • ---w 6" 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB #0 GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINI" DEPTH OF 7" IS MANTANED. SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRAVSPORTATION 201.03 Minimum 6" x 6" anchored into pavement with #4 rebar. Length = 24". CURBING DETAIL D B S DETAIL 3„w�A�7�i • - .1',• �`-•.�� ��.,� S MIN. ,�` fly ..� MIN. 3 MN. 3s - �..�.$)1� Nei �'+ JO`� '•Ari.,•.`.�r.a _ u.. �� rs•• s.•. o•r a -. GEOTEXTILEFABRIC ..=.A•i�1 n • • A -A SECTIONSECTION MIN. 3S OD CEOTEXTILE• • • n SECTIONFABRIC • STONE • EROSION CONTROL 245 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 I xx STREET APPROACH SAME 3 A +T SURFACING AS MANL.INE ' (RADIUS To BE AS SHOWN ON PLANS) I N C C ROADWAY 1 (RADIJS TO BE AS RADIA OMBNAT SHOWN ON PLANS) / / CURB AND GUTTER (ST'D..�CG-6) SIDEWALK ��qq W1 6•• i I OPTIONAL 6" FLOW LINE I EXPANSION JOINT 0 — NOTE: WIDTH "B" 2`0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A -d PLAN VIEW 4' CLASS A3 s. • ti. i. (H E S ) i., i. ►. a. i, — CONE TE JMT SECTION C-C M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. q� WHEN THE ENTRANCE RADICANNOT ACCOMMODATE `CY THE TURNING REOUREMENTS OF ANTICIPATED HEAVY 10'PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK 4 CURB RAMPS WITHIN THE LIMITS OF THE RAOISHOULD BE EDGE OF SHOULDER OR 8 MAX- D INCREASED TO 7". OPTIONAL FLOW LINE LOPE CHANGE ® = d WHEN S►,IAA'°1C.7K)NTIIS USED FOR MIDI NNE ROADWAY — '-' " , -- -- -- — — IN WITH V°OT PROJECTSCPLE�T 8 x MAX, D NOTE THE FOLLOWING: SLOPE CHANGE 5 MNN 40•LIN. FOR STREET D XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED CONNLCT TO THE R/W LINE (EXCEPT ANY SUBGRADE STABLIZATION REQUIRED FOR MAINLINE 0- DESIRABLE FOR COMMERC► PAVEMENT WHICH CAN BE OMITTED N ENTRANCE THE ENTRANCE.) SECTION A - A /� RADIAL CURB OR COMIB*ATION CURB FOR (CL�1 BEYOND THE SHALL LL04ETEXCEPBE TFOR CONSTRUCTED GUIDELINES GRADE CHANGE D REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION MTH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CG-7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH TIME CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 X 3 2MOUNTABLE SEE STANDARD CG-12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPO) S 3 % 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) S 6 x B X )K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REOUMRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONALFLOWLMIE MAY AQUIiE WARPING OF A PORTION OF CUTTER TO PRECLUDE PONONG OF WATER. SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV" 7/01 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 TOP=E .0, INV. OUT=A lF � 0 Cn 6a __f \ J \ 6a 21-A \ INV. OUT=B CONCRETEFLUME •DFLUMEME DETAIL R1\AL O ALE 0 (,STOP 0 0 30" LEGEND, BORDER - WHITE TEFL.) BACKGROUND - RED (REFL. STOP SIGN - DETAIL NOT TO SCALE CG-12B CROSSWALK y'12i1 MAX 1 A-w--1 CNSTRUCTM JOINT 13 !71 CROSSWALK A -m*J TANGENT PLAN TYPICAL PLACEMENT • r WHERE sro. AT INTERSECTION �_3 EPE T 1uEo WITHIN CROSSWALK s'•o" NOTES STD. CC-2 111111a- THIS DESIGN INCOROPORATES A RAID. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 6W X Or NMNHauM OR C 6 p ICONS. PLACDOO OF DRAINAGE STRUCTU01ES IS CRITICAL. OR CG"6 CUM RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WTIN SUP RESISTANT INTEGRAL 20 = 1 48 1 MAX. DETECTABLE WARNING &MifACE COVERING THE ENTIRE WIDTH OF THE RAP FLOOR ORAP FLOOR MAY SE .•.;•• r,. •.•�•.:�•. ,•.:.�.:..:..:�,.:� .:� :� 4- PRECAST OR CAP IN PLACE). THE DETECTABLE WRONG SHALL 8E PROVIDED BY AN EXPOSED AGGREGATE t•,�tw;.• !�:;:•..,♦.�:w;...•!w:t••:.. ;:►..!.::.: T �, RAP SWILL. NOT EXCEED A yA1MRU1 SLOPE OF Mn f SLOPING SIDES OF CUM RAMP WAY SE POUNO YO IOLtiHCALLY 1MNTH RMIP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION SECTION A -A IF FLOOR CAST,HHOLES MUST BE PROVIDED FOR DOWEL CARS 50 THAT MAIMING FLAM •S DOWELS. 8" LONG SIDES CAN K CAST N PLACE AFTER PLACEIMENT OF PRECAST RUMP FLOOR. PRECAST CONCRETE SHALL • t2" C•C PfiMMss BE CLASS A-4. oPE t2=t CONST. JOINT REQUIRED BARS ARE TO BE NO.5 X /" PLACED rCENTER TO CENTER ALONG BOTH SIDES OF THE RAP MAXIMUM FLOOR. MD -DEPTH OF RAOR. MINIMUM FLOW CONpETE COVER I/C. CURB RAPS WILL BE MEASM AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEI"T .. • . . - • . CONMTE SIDEWALK MID OPOSM AGGREGATE MIDEWALK, COMPLETE -IN -PLACE. CUMACUM AND GUTTER SLOPE TRANSITION ADJACENT TO TO CURB RAPS ARE INCLUDED IN PAYMENT SECTION 8-8 FOR CURB/CURB AND CUTTER• WHEN USED N CMU INCTON WITH STANDARD CC-3 OR CC•7, THE CURB FACE ON THIS STANDARD B TO BE ADJUSTED TO WATCH THE MOUNTABLE CURB AND CONFIGURATION. LIMITS OF EXPOSED AGGREGATE SIDEWALK CUM RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS OIRECTED BY THE EN6NEER• THEY ARE TO BE PROVIDED AT NTOMCIPID" WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HQIWAY FACILITY CROSSES A CURB REGAWDLESS OF WKTIHER SIDEWALK 15 E)OSTINC, Bg ACCESSIBLE ROUTE 15 DEFIED AS A CONTINUOUS , OR NONEWSTENT. THEY MUST BE LOCATED WITHIN PEDESTAMMN CROSSWALKS AS SHOWN DN PLANS UNOBSTRUCTED. STABLE, FIRM AND SLp RESISTANT OR AS DRECTED BY THE ENCI EER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP I NES. PATH CONNECTING ALL A=SSHBLE ELEMENTS OF A EXISTING LIGHT POLES. FINE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLANT. FACILITY THAT CAN BE AFPROACIED. ENTERED AND USED BY PERSONS WITH MOBILITY IPAICiNTS. VECIFICAM PARALLEL CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) VRGMA DEPARTMENT OF TRANSPORTATION N3.06 W o 1NIA o U) J\ yea nd Z 0 + CC U_ cii vi p a 0 00 0 0 0 0 00 M Li '0 N V/ U) :t a) Eli • U 0 U) � d W Q a� b � z -V Q_ 04 w En w OZ as 0 _� C O C� -V 4 J U >_ N C:) d `- N O 06 a) Z : W C LU) CO O ::D Q 0_. N M O O 0 U) to C W L)U-)L0 3 OC ti C w w Cl- CL p p r -4 N of w LEI - `- f!O Cn L T LiJ Lil • L V) (f) + O a) rr._4 amC: • y,� G. L.) I_ H U V U o U O W Y Z 3W W in Z W W F- U W O It a_ Z O O + N V) LL_ _ J (n Q 0 IZ W Ix LLJ Q W En o u3 Op z 0 . 0 F U v L 0 r- Z Z Y Z O LQ3 U O) 0 U Ei r