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Home My WebLink About39-01 Faith Baptist Church - Opequon - Backfile- sseee: :.war:.eamauaurra:�:s�zw:wsasasu:w2u.•uervaenruaxsew,rwwca',.:•.rww....,+wwa�aers,,,emrm.ivd.ai„ n::nrv;uv.,...ax.cc.w.wm;c+.asrrrm .,,i. W». .-.ma,r a.. ti,.,�v.:.e. .�x�w•,.,, c.,,. ,.,,.,,.•. .n .,,-.-�......sm .�.rm -crer. rtrc..w. r..e-,,,«nw•:me•�x-.:.�,.rx „ r.. uw.,, ..•n.. .r ..r,u...r... GENERAL NOTES FDOT GENERAL NOTES LECEND VICINITY MAP Vl. All work on this project shall conform to the latest editions of the Virginia Department of Z 1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation VDOT Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR SCALE 1 2000' County construction standards and specifications and/or current VDOT standards and specifications.IV P ( g P g 33 y _ Sediment Control Regulations and amy other state, federal or local regulations applicable. In the r, ,I,� . r y ,�� w ■ event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR , � ..4' 1 : , � _ , ., �;; UJ 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, g 1. 1 r4 : _ , E - W govern. rs + V. j f, i must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 s� r ��; } s P P Y EXISTING EDGE OF PAVEMENT - , v .,, „w , =�' - Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply vv�th the latest U.S. De artment of Labor, Occu ational Safet and EX E/P ,rX ,� 4.• Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P r1 rtij .'r ,'`)�N��+. ,n , >♦ f� t. E ... PROPOSED EDGE OF PAVEMENT ` ' �" \' 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation i :'r, P g g P P V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX GAG.,1��`.' m l (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current .edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER control flaffi traffic ers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is tgg `�; , -�/(I : .� '`• 1 �`' • \..� y�� , n ' "'� �) �,, `,.J W Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER �,• �t j �}a��' required under State law. r� s r% r04 0n p p g, expense, an and all utilities, including TRANSITION FROM CG-6 TO CG-6R " k r� 5. The exact location of all guard rails will be determined by VDOT personnel. A Joint inspection will be held V4. The developer shall be responsible for relocating, at his e y g 00 P traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It is with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation g P , y I? y P y' \ t f ,r� ; r• , ' a N I 00 P y P P g P P the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE T airC` " . ., t . } ,, - , (VDOTVDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be `� ' '� `' ' v N N ) g / P P be in conflict with the proposed construction activity. VDOT approval of these plans does not `` ! �' �,- , ` ., , 'E responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to PROPOSED TELEPHONE LINE , .f r� tom: �� o, P P g g P Y j P relieve the developer of this responsibility. „i� , ' .• �^ , ) 44 -' v' I EX. 15 RGP o Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. r� , j: { . r V5. Design features relatingto field construction, regulations, and control or safetyof traffic may EXISTING STORM SEWER ,fit;® gl , ', ?Q.o 1 `L::..'�',, _ > N 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of PROP. 15 RGP representative of the developer must be available at all times. an field revision will be the responsibility of the developer. PROPOSED STORM SEWER - - 1. �� . r ti `` �1 Uf'), z i > v c o Y P Y P W 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic EXISTING SANITARY SEWER v a V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT _ a) x Control Devices (MUTCD). land use permits for any work on `VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION c T) Q � 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE P-- embankment. and held by the engineer and/or developer with the attendance of the contractor, various County v, 9. All augment sections on the approved Tans are minimum sections to be utilized when the actual California fn agencies, utility companies and VDO'T prior to initiation of work. PROPOSED ELECTRIC SERVICE P P ~' L P PP P EX STREET ADDRESS 635 DOUBLE CHURCH ROAD a� o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE STEPHENS CITY, VA 22655 10 c for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. °' � course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE w � °� V9. The contractor will be responsible for maintaining adequate access to the project from the PARCEL IDENTIFICATION NO. 86-A-72 Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true P g q P J support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE LOT AREA 14.1229 ACRES and prior to placement. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, -� DISTURBED AREA 7.43 AC 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated access to other properties affected by this project shall be maintained through construction. The FLOW LINE s - - -® - Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE * # CURRENT ZONING RA Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation CURRENT USE CHURCH on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROPOSED USE CHURCH V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and be minimum 6" diameter and conform to VDOT standard SB-1. EXISTING TELEPHONE POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 32' 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE w ' T' SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE W w i T w THE FREDERICK COUNTY ZONING ORDINANCE. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment Prior to 36" cover and, when possible, to be installed under roadway drainage facilities. EXISTTNG FIRE HYDRANT � OUTDOOR LIGHTING: AS SHOWN entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V12. Any unusual subsurface conditions encountered during the course of construction shall be BUILDING SETBACKS: REQUIRED: FRONT: 60' PROPOSED: FRONT: 254' whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity SIDE: 60' SIDE: 85' condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE e w REAR: 50' REAR: 430' 14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER m V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT ,� PARKING SETBACKS: REQUIRED: FRONT: 5' PROPOSED: FRONT: 382' sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut w '� representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER SIDE: 5' SIDE: 45' sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples REAR: 5' REAR: 280' are submitted to private laboratories for testing, the samples shall be clear) identified and labeled PROPOSED REDUCER 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current P y standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging al a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN PARKING CALCULATIONS: Z according to all applicable VDOT standards. HANDICAP RAMP (CG-12) 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT CHURCH - 1 PER 3 SEATS. TOTAL OF 400 SEATS = 134 SPACES = 134 SPACES V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be O p� contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed ��GG 12 DDIID� E� � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STAN XQP1NSTRUCTd� CLASSROOMS - 1 PER 4 STUDENTS, 17 ROOMS W/10 STUDENTS PER ROOM = 43 SPACES A, within plus or minus 2% of optimum moisture for the full width of any dedicated street � = 36 SPACES '-' utility verification and the proposed construction. PARKING INDICATOR 12 OFFICES - 1 PER 250 SF, 8800 SF PROVIDED = 36 SPACES E� right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES = 77 SPACES W X independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A GYMNASIUM - 1 PER 150 SF, 11,620 SF PROVIDED = 77 SPACES > 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a W � result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. TOTAL = 290 SPACES ;2; �/� ►-+ Z P J g g g y TEST PIT LOCATION `/, Q 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and PROVIDED = 290 SPACES � Q+ �D ector. VDOT Insp. must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by HANDICAP PARKING HANDICAPPED SPACES REQUIRED = 7 SPACES HANDICAPPED SPACES PROVIDED = 11 SPACES W W Z 0 development permits. E-+ 0 U 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. LIGHTING SPECIFICATIONS: HUBBELL LIGHTING INC. MODEL NUMBER RCSA250H3Tx-x. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his VEHICLES PER DAY COUNT 100 0 0'x project. The relocation should be done prior to construction. HEIGHT=24 FEET, LOCATION AS SHOWN ON THE PLAN U W U V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE ® ALL LIGHTING SHALL BE DIRECTED AWAY FROM ADJOINING a 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account PROPERTY OWNERS. 0 W in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall The thirty (30) inches tall with high intensity sheeting. The Q engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT ENVIRONMENTAL FEATURES: W a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED PARKING LIGHT Q--Q LAKES, PONDS, STREAMS, FLOODPLAIN - 0 % DISTURBED 44 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. WETLANDS > 1 AC - 0% DISTURBED 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED STREET NAME SIGN P y y P SINKHOLES - 0% DISTURBED construction. Copies of all invoices for materials within any dedicated street right-of-way must be proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED SANITARY LATERAL CLEANOUT professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices NATURAL S.W. DETENTION AREAS - 0% DISTURBED may be obscured. geotechnical report has been prepared, it should supersede the requirements in this note. SANITARY MANHOLE IDENTIFIER 12 STEEP SLOPES > 15% - 0% DISTURBED um V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical WOODLANDS - 14% DISTURBED (1.99 AC) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and FORM DRAIN STRUCTURE IDENTIFIER O F.A.R. CALCULATIONS: NOT REQUIRED FOR RA ZONING or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test, results shall be provided to the Residency Office. In additions to LANDSCAPING CALCULATIONS. NOT REQUIRED FOR RA ZONING in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be EASEMENT LINE present during the construction and testing of the density control strip. - - - - V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road CENTERLINE12.0 TRIP GENERA TION DA TA and Bridge Specifications -Section 315. Density will be determined using the density control strip as EXISTING SPOT ELEVATION CLASS USE TRIP RATE USE VPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative PROPOSED SPOT ELEVATION 1152 560 CHURCH OFFICES 15956 SF UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the control strip. EXISTING TREE LINE SANCTUARY 10816 SF V21. Approval of these plans shall expire three (3) years from the date of the approval letter. GYMNASIUM 11620 SF Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. EXISTING TREE OAK PINE PAVILION V22. Final location of CG-12 Curb Rams shall be determined b VDOT ins 512 SF P.O. Box 1877 P.O. Box 2400 P y inspector. CLASSROOM 1 P Winchester, VA. 22604 Winchester, VA 22604 39904 SF (540) 868-1061 (540) 869-1111 FCSA CONSTRUCTION NOTES WEEKDAY 39904 SF x 9.11 VPD/1000 SF 364 VPD Power: Allegheny Power WEEKEND 39904 SF x 36.63 VPD/1000 SF 1462 VPD Phone: VERSION P.O. Box 1458 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES Baltimore, MD Hagerstown, MD 21741 P.O. Box , MD 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DA7',E° REVISION SEAL COVER SHEET 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 11-08-01 REVISIONS PER COMMENTS Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S FAITH BAPTIST CHURCH MASTER SITE P LA N INSPECTOR. 01-10-02 REVISIONS PER FCSA COMMENTS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF 'TH of MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME yj Owner: Address, Including Zip Code & Telephone No. AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO O BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE f`� 635 DOUBLE CHURCH ROAD BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN RAND L. KEPLER TRUSTEES OF FAITH BAPTIST CHURCH STEPHENS CITY, VA 22655 FIRE MARSHAL'S N®17 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX (540) 869-0497 ASSEMBLY INSTALLED CORRECTLY. N0.032809 Developer: _ A Maress, Including Zip Code &Telephone No. Fire lane markings and signage: 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: oS 635 DOUBLE CHURCH ROAD Any "No Parking" signs and yellow painted curb locations will be installed A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING S'jONAITRUSTEES OF FAITH BAPTIST CHUR�� .I- STEPHENS CITY, VA 22655 �y E v . Qa ��o�. ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX (540) 869-0497 by field inspection at the direction of the Fire Marshall's Office. B. THE AUTHORITY SHALL FURNISH AND INSTALL All 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: DEPT. OF PLANNINGJDFVEI-�kAdress, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE THE AUTHORITY WILL INSTALL THE METER. WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING SHEET 1 - COVER SHEET (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SHEET 2 - SITE PLAN PROFESSIONAL SEAL & SIGNATURE HANDICAPPED PARKING' NOTE A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. DATE: 8/15/01 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 3 - PROFILES AND DETAILS THESE PLANS ARE IN CONFORMANCE WITH APPROVAL WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 4 - EROSION AND SEDIMENT CONTROL PLAN COUNTY OF FREDERICK STANDARDS AND SCALE: N/A COMPLETED. 1 `. SHEET 5 - WATER LINE PROFILE AND DETAILS ORDINANCES. ANY DEVIATION OR CHANGE 11(9�kl 0,Tc Comply with AmPricaPs with nisablit.iPs Act. %__D , t.hp cpnt.ractor shal_1 construct the handicapped parking spaces 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.� �/��/�,� IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: not to exceed 2% in slope both in longitudinal and cross slope. Additionally, the access route from the parking spaces 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 6 - LANDSCAPE PLAN AND DETAILS THE ZONING ADMINISTRATOR PRIOR TO FREDERICK COUNTY ZONING ADMINISTRATOR DATE and/or right-of-way shall not exceed 5% in longitudinal slope or 2% in cross slope ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. RLK (except for the CG-12 handicapped ramps) REMOTE READOUT IS REQUIRED. • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. ; ;^r.• * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. JOB NO. 2328 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A CAI.. SITE lal RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. AN A REMOTE READOUT IS REQUIRED. ;. - AfROVED SHEET 1 OF 6 ------ .. -T- F- Cb CU M Cu (n W LL. jo Q F—R 0 z LLJ ui --gRANDY -j299-F- 2 .97.4 TORT S 5 -7&0,5 POLE QQ A k i- I A "j�jj x uj Cv 0 L0 7; x x x 'T. 1,4 E (TYP) 7:0. r,- x CO E V 0 ____ 0 EF CO ---------__REMOVE q00 BEND S?I 'INSTALL 8 1 60�RL T . f -7— LP'L 00 - A 1 x 1473 J 40x rn C\j to 0"xb" F.H. TEE 1 -7-11 45- B�Nl? W, RAMP - C16-12 LL Ex e), —W N YrIY �et EX15TIN61' &RINDEr< F�)MF '------!5TAT10M (T.6.F—) 0 _ I / w LLJ C\2 �� 7) .5 0) 0 04 TYP " , � Lf) 11011 x 155,1 N, z-4xx F� T x 57. } 0 E- W x -T55- �J 6) EXISTqNG BUILDIN& \ ` TO BE� REMOVED LIMIT SX)OF GRADING S4 2 W lk 7 LIT x 14qtl -7432 0 0 '(7011 .'P 0 PtvZK1 1'�— W H.G.Hr=1(5HT= I z PROPOSED 8" H/L A /<4 x 15-0�2 /10\ 'X 15b. 01 -7 ORAS LINED DITCH! f x V. tko t-4 d, 0' EP EP I/ y \16HT POL,,E (TYP), X 5AN01")Xc"-r TP q- C,6-2 LI) 2 Zt 4 N E A�51-15 6PAVE t- L&J x J, 45 BEbc 100 AF 6 LO z 0 rLx, oi-r-& 22 N. % x Q) ao `INV -14611% 74 1 j -4, CXIT--30' 45 0 13 E VGMp EP 0--1 1 � / '►• W �, 516N EWER TAP BY CSA (TYP) 000' E A,5E TIE 41 4-1 4N Q < (0 LIGHT (.,c :2 FIFZE WV_ T 6"x(9"A0* EENr> 0(,ES5ARL Vi '5.,WC,)Wv H. EEL5T0 ACES 24 CP .142 A V: 7 465, 1 .-CAFE I GE5 Ar bboo 5F 00 7� oo �K FF=-158.50 ap -Ap A.- 5EGTION A A 0 0 FEET 5'q \ '' ` `" ---0AX. HEI67HT\= 55 F PROPOSED !�" YVL CUT�N �T!146, 1',4"FGR.CE 1N Sir I A 15 18 n7 140 STORMINATER x -7 -2 Q) --fA-BAWON IN PLACE E EFT IN 2"TYPE K MANHOLE COPPER )< 51-P& AkEA) )06 --1 • SERVICE AT x (TYP.) 4-7.2 �3- 1PROPO X�W/&YMNASM NT PO MANAGEMENT PO MANAC r- I ' TH op `, 11620 SF P A Y K LER X •PROPOSED -01 SANGTUAR"r -T4(,,.4 x d) %=F='754.56 MAX. HF7f6HT 55 FEET X'140,cl LU No 13 032809 rAA9 OIL FF-'f55.00 C M HE I OHT 1 35N Ht:^VT LI&H \PAV�MENT 5,- 140' '<P 'v/ :\e > I�ZISER 5 TUBE I "ONAL 141.0 �EET \mac i;' x 742,41 (SEE DETAIL U r 104' x 15�;.4 46 . �"� \ \ Rg / \ x SAN L.�kT. \h -7 j S /22LLF S pyjl-�� 59 S J-- x & On \ " % 5 L 00 S'* X j2f*1 '140 19b EMER&ENG 4— 40 20 0 40 80 20' SANITARY I 1 -T- %. . ......... ...... 11 V. 1 6.20 APEZOIDAL\ PROP �, SEWER ESMT. I v OM) LIMIT OF GRADING N DITCH- BOTTOM) 1-01 -`\.- SGALE.. 1" 40' 1 GONG. DUMPSTER' \> CP PAD H/EN6L05URE Ali x - x x INV. OUT=756.00 / IR I P-F L A '�3C- W-1 015.71 x LIMITS OF GRADING I/ - i > F-4 Q4 F-4 ARCHITECT NOTES: NOTES: B z E- Z U) �D CD 0 I. ADDITIONS AND BUILDINGS SHALL COMPLY WITH THE 1 \I. EXISTING PUMP STATION SHALL BE REMOVED AFTER COMPLETION AND FG5A 58' (typ.) u VIR6INIA UNIFORM 5TATEHIDE BUILDING CODE AND SECTION APPROVAL OF THE PROPOSED GRAVITY SEWER COLLECTION SYSTEM. A FOR AND 10M z 303, USE GROUP (ASSEMBLY) THE SANTUARY 2. EXISTING FORCE MAIN WILL BE ABANDONED IN PLACE. IN AREAS WHERE E--4 0 GYMNASIUM, USE GROUP E (EDUCATIONAL) FOR THE �D CLASSROOMS, SECTION 305, AND USE GROUP B (BUSINESS) FORGE MAIN IMPACTS PROPOSED FOUNDATION, THE FORCE MAIN SHALL BE FOR THE OFFICES. REMOVED. ,E5. RIM 22 1/4' strueturat ptsew (typ') 2. ACCESS DOOR55HOHN ARE MINIMUM LOCATIONS. FINAL 5. CUT AND CAP EXISTING FORGEMAIN AT MANHOLE CONNECTION. A BUILDING DESIGN SHALL PROVIDE ADEQUATE EOFZE55 TO i Top View A Trash Rack Assembly i TM 86-A-75 TIVI 86-A-74 INC. TM 86-A-.73 ONNER SANDRA H. C TM 86-A-79 SAMUEL SMITH co 0 W Q4 rz.4. HEAVY PAVEMENT SHALL BE PROVIDED IN ALL FIRE LANES. MEET FEDERAL, STATE AND LOCAL BUILDING CODES. I a 1/4' E.R. NEFF EXCAVATING, HAROLD C. THOMAS, JR DB. 677 PG. 568 DB. 723 PG. 473 DB. 108 PG. 568 ZONED: RA SAM-MAG PROPERTIES LC AND DB. 938 PG. 717 3. 6AE30 All-7.1-q2 ACCESSIBLE AND USABLE BUILDINGS AND 5. NO NEW 516N5 ARE PROPOSED, HOHEVER, PRIOR TO PLACEMENT OF ANY NEW SIGNS, A SIGNED PERMIT WILL BE OBTAINED FROM THE FREVERIGI< COUNTY Tr"b ro&k manuraotar" F-1 Plasuc 9*IuUo= Inc. 540 M-46" ZONED: RA ZONED: RA USE: RESIDENTIAL E: SI ENT AL ��21 d2.g �, USE: RESIDENTIAL -S-��-E ZONED: RA AGRICULTURAL FACILITIES 60DE APPLIES TO THESE FACILITIES. INSPECTIONS DEPARTMENT. 4. HEIGHT AND AREA REOUIREMENTS SHALL COMPLY WITH THOSE IN TABLE 503 OF BOLA. 6. (5EOTEXTILE FABRIC SHALL BE NORTH AMERIGAN GREEN TYPE G-350 AND E—TOP = -740.00 '--�T-'p of ions IT j S46V7'0 3.7� ------- 10- ?0 3 INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. 5. FIREHALL BETWEEN EXISTING BUILDING AND PROPOSED CLASSROOMS MAY BE REQUIRED UNDER SECTION -70'7 OF BOGA. n n Preewft rig" u A Vatt w1th t P -h n 0,16, 07 9 CR TM' A— 7 ES Q� FAJJJ TM 86—A-70 KENNETH E. WYMER 658 PG. 405 um N proew Asw 'r/ '0 BA S U 39 B. 8 P DB. ZONED: RA (DOUBLE CHURCH AG. DISTRICT) 6. NOTE REOUIREMENTS IN GHAPTER 1-7 OF BOLA FOR SPECIAL INSPECTION FOP, THIS STRUCTURE (CONCRETE, SOIL step rawamed coftere" pipe I TM 86—A-21 :RA S : HU H USE: AGRICULTURAL COMPACTION, Ei!22 501, GIMPOUTLET - WOODSIDE ESTATES SUBDIVISION q T -7. EXISTING BUILDING IS PRESENTLY BEING SERVED BY A Ne," INVERT OUT -756.20• --*-12" INLET ORIFICE :ICE DB. 818 PG. 1770 ZONED:RP USE: RESIDENTIAL HATER METER. ARCHITECT SHALL CONFIRM SIZE THAT WILL HANDLE GLA55ROOM/OFFIGE EXPANSION AND REPLACE AS PreceA rf"r Zrb%. ••84—A—�28 Wi DATE: 8/15/01 NECESSARY PRIOR TO COMPLETION OF CONSTRUCTION. •I• E :3 KENNETH E. WYMER DB. 568 PG. 458 Sect. A —A Elev. B-B ZONED: RA (DOUBLE CHURCH AG. DISTRICT) USE: RESIDENTIAL SCALE: I"=40' NOTES CUSTOM SIZES AVAILAILE UPON REQUEST PART NO 48" PYRAMID PLASTIC 240 WO Rood P,a ftx 43% TRASH RACK SOLUTIONS Wbxhffftr VA &1604 OVERALL PLAN VIEW SCALE: 1-=200' DESIGNED BY RLK M 48 INC. 540-722-*94 FILE NO. - 2328 WITH CONCRETE RISER SHEET .2 OF-6 �w of �Twrll 745 745 765 765 _ Z CONSTRUCTION OF A SILT FENCE — 5 FksT� TOP ,40. (WITH WIRE SUPPORT) TOP OF G' BERM--741.00' r HIRE UJ rtD 140n 740 A�oAo 1. SST POSTS AND EXCAVATE A 4"X4" 2. STAPLE FENCING TO THE POSTS. SIAPE ALONG THE LINE 740 \ OF POSTS. 760 m u? 760 750 750 a rs,n _ 30' OVERFLON �� if) \ WEIR= 140.00' Gip , 2 4 - ,e6.00 it Q O Q i 18" INVLET POND INV.= 1*.20 755 735 W RISER STPLArTURE )- SEE 40 0 cMP 735 __._a._ _. _____ ____._. _ ._ ._ _ ____ 1 I 6 _ W o 755 745 745- GABRIXTILE ( II Jill to 00 C�1 1-4 Ex 6RP�� p 2:I 5117E SLOPE IRt=v� OOw RPRAP / / r 1 G� - �' 't a °1 C9 CO i PR O 05 PROP05ED GRADE s TOP OP i BERM= 141.00 730 730 CD to I 750 ... _. 3 3g96 ' Lt�P ® 750 740 \ _ j......__. 3 ...-..._._n._w.., _._........ -~- " „ } y_.e 740 _.._... -..__. _.. _._,.... M, .. Flow III 4• III Z x > to CQ \ 6EOTEXTILE ° FABRIG / q+50 10+00 10+50 11+00 11+50 12+00 12+50 POND PROFILE I -HORIZ: 3. ATTACH THE FILTER FABRIC TO THE HIRE 4. BACIFILL AND COMPACT THEro W 0 `t EXISTING GRADE { 1"=50' VERT: I"=5' FENCE AND EXTEND 1T INTO THE TRENCH. IKXCAVATED SOH_ a `n 745 745 735 ~ II O Wm Q r A / Q n n i r If Q 'e °° J Y —' Jill Jill vI V] Q) O O Z Z t11 Z 71:r T3 74 O � - - - + 10+50 11+00 740 11+50 730 q+50 10+00 10+50 11+00 11+50 � 0 12+00 12+50 13+00 13+50 7 30 14+00 � .-FLOW D 0 �J W q+50 10+00 Ib' A Ib' � STORM B PROFILE PROFILE A -A - EMERCGENGY SPILLWAY DETAIL III -III HORIZ: 1"=50' VERT: 1"=5' " �rI ° 53• 2-24" #6 REBAR5 '• EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. HORIZ: I"=50' VERT: I"=5' . II FOR WHEEL STOP FILTER FABRI 760 760 W _-_.._... _....__ .__..... __-..._ 5EGTION A -A :. RnR6 III „' .. ICI C I t E O 1 € I WHEEL STOP DETAIL o 00 (l 1 is I I I I Q (n NOT TO SCALE SOURCE: Ada}�ted hots Installation of Straw and Fabric Filter Barriers for Sedimept Control, PLATE. 3.05-1 %a"od k W�Slltl m MI a CC 755 r IIII r .,......_..... ... .. _..,......_. .. ,.._-..._.,. ...._....... ..._..... _. ___..,, .._.._ �._.___..,.... ..._._. _.._. ... ...,,.,. II ._.:........_ .....r_...-.... _.,.._. __...._,........... ------ ...��.., ... . ._.._....... 7 55 ..,._._ R i Q Q CL 6R�� ; a o O cn Z EXI5i`IN6 6RADE !� 36" MIN Qc 750 4' 750 new manhole stub 3-5 ft. existing line existing line 9 base section GONG -- __ . ....... 36" MIN ' GAP 1.5' MIN. A ~ - CLEARANCE I' MIN. SDR G ®1 p15yj 241'-a" <35 PV 4' GONG. ENCASEMENT y I` CLEARANCE :... ,:; ..,: ; .;.: �. ,;'� .�:' _ top of manhole at grade 1n pavement area unless otherwise directed 1'-6 (top than be test 24� min. above grade in easement area) Hare add ad d' w p � O O O O 36 MIN I I _ Q 745 " 5DR-35 23�.. _......_._ F /G ®0.6 qA5 _.. _.. _ ......_. ._ ..., _ . ~ ° ` l- Z 745 , repair coupling wry around heat shrinkable sheet [M'rep/d.Seal by CANUSA] 22'-S" 5DR-35 pVG ®0.53`K O Q v ' 4 bolts (3/4" dia.) v v v z 6" stone bedding 35. W �44 Q W 7- section of line to be removed CUT IN adjustment � (11' mam) TH 0 �' �� r z � 740 _ _ _ . � Q 1L _..... ._. _ _ ,� ^ I�i Q 740 O A�� R R ND EPLE Z l� Z < O Z Q Q concrete w -1 2° or IC (typ•) 4000 psiNo.032809 pioneer SOI mastic applied b �+ �0 W X J O v X r ; - '. � ' �• .• �.�, �•� ' between joints and on • e exterior side of joint 735 lit v r m W `� � `t Q ? N in W dJ dJ dJ ? 4 r Q O m r Q n W t0 N z to x I pp O 1f5 z r 735 •, ... .' ...,. 4" CONCRETE y 8" CONCRETE ' - ' 3000 psi W/ FIBER ,� : P 3000 51 A. ; .:. ;: _ joint are to be teal with '0' r� gasket ! v sC} S j ONAL Y 6 � - et r d r _..; _ __ _..___ . _..__... _ _ . __. Z Q 161.._._ N N i r .� ., M 4" 21-B BASE ; •,; WITH SH •, variable r 11 Q II ~pe J1 Z r it Q `�' II Z r l� Q II �' kn > O w w z r _ d, Z r ll Q II �' STONE 4" 21-B BASE I.D. to manhole —�connnection lfl z II z O z It — O II n Z i — SIDEWALK SECTIONyn*STONE 5'to be a II O II Z — I- > fl z z r i ? z '� II II In m r i z DUMPSTER PAD SECTION by flexible sleeve invert channel t provide S'-0' min. em°°`°for'all'`t' maw 4'-0" max. 730 �+ t+ N l+ uNi (+ + 730 ns , 24. :._. • • �Up of bench -wall pout bottom o manhole f. .�. .-; elev. n same t form charm D/2",�„'�`i'w top of pipe q+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SANITARY SEWER 13+50 PROFILEij�%/�j%jib 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 2" sM-2A 1.5" 5M-2A 3" BM-2 '� 'r . �• %' , , ; . . HORIZ: I"=50' VERT: 1"=5' 6" 21-B BASE STONE d" bedding etc • 8" 21-5 BASE STONE NOTES ; 1. Manhole sections shell have an external coating of approved bitumastle water proofing prior t installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of AREA bitPARKIN& slope water ent ong. 9. Final slope adjustment of manhole trams may be by shims and non -shrink grout. Final 4. Skid t be around manholes located in shoulders of road". 765 765 765 _ _. _.._...-.-..._. _..._ _ 765 PAVEMENT SECTION HEAVY PAVEMENT SECTION (BASED ON GBR-6) (BASED ON GBR-6) pad placed 5. Flat top casting shall be used on shallow manhole (d ft. or less) installations. 1 2 3 4 6 t. j I + f STANDARD MANHOLE Figure 12 'z I ---I r�-1 f F•--1 E ly-1 760 700 760 760 W Q E- PROP ED GRADE O l SDR 35 spigot II If I SDR 35 spigot by r by gasketed SDR 21 gasketed W gti Q Q Q s bell 45bend bell adapter I (see not) 2' eneral Mokffll general bnok}fll �aee ('°° °°Ul Qj Z O w 755 755 755 755 _ ___ ___ __ _ _____ _ net ___=___-- = -= _ c :;_ ___Er- O O � H1 Ow 24' select bee Mll 24' select backtm / (tee not) (see not) ry I ® 2.11% P 4' GONG i 1 "z SDR 21 gosketad SDR 36 g"x4' Ptpe and n Sig 40I. ben `" d' �Oy 1 +-1 O w 750 f.._. M - 12 1.5' MIN. 750 750 GAP 750 Rasketd r 'rJe solves no tee t O.D. OD. 1 2 O.D. / Q 9� � 11�•O MIN. LEARANGE _I. ........_..__. .....�_._,_._ _._.. _... ,A..__.i.. -._ ®213`1b 5 � weld cap W 6�p ®`2.1�`X' CLEARANCE 240 p _12" GMP Property Mae 0" g" stone �pPO / GrAP ` acne i 1150'12„ 4' GONG. f 745 �- ENCASEMENT 745 745 12" MIN 745 ;1TANPABB coxcesrE ARCH 23�96 115.0'-13" G MP Z .........._ ....._.. .. .... I ... ... .. ........._ ...._..... _.....,.... . ........... . locatlon mar 36" min. COT" den oral b) ckiill (tee not see noted LL X____________ Y•Y• ___ = _a_s=-_ ___--___-_ : _kb _- _ _ = ___= _ ----- --- -_ --- - 740 O � 4 ( � I W W x �n � O p 740 740 O II 740 * � `-" - ----- 24" select backflll 24' .elect backfill (we note) (a" note) r r < N r O In 0 Q Q J p � treated 2% 4' wi top S' painted peen .tone _ r- II r it It - _ �urll (ri �� 4• pipe at 2.00% minimum grade °" O.D.°- _ 1 1/2 O.D. , .:, l(i W Z D Q Z u n II Q O r W❑ 1 11 u+ r ,. II If O z If � z z II O z z � � Im if) tT N II in z II \ z � � > d II O z Note: If top of main to d• (l" concrete concrete 735 0 — + � d) (3 735 735 (3 _ _ Z - 735 - greater than 15 ft deep DATE: 8/15/01 _ _ use heavy wall SDR 36 CONCRETE CRADLE CONCRETE SxeASEMBNT q+50 10+00 10+50 I I+00 I I+50 12+00 12+50 13+00 13+50 14+00 14+50 q+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 top concrete cis greater of main grouter a r than 15' deep ' SCALE: 1 "= 50' (HO RZ ) NOTE: To be compacted to 0% of Anil D696 maximum density. 1"= 5' (VERT) STORM A PROFILE STORM G PROFILE HORIZ: 1"=50' VERT: 1"=5' HORIZ: 1"=50' VERT, 1"=5' GRAVITY SEWER SERVICE LATERAL TRENCH BEDDING DDING DESIGNED BY: RLK Figure S Figure FILE NO. 2328 SHEET 3 OF 6 TD M (9 BRANDY- -LANE ----------- 0--mm ------ x -75:2-11 x 160b -N, x 7".7 Ar mm. 742 f Lu uj x 155b + E -1 � "I ;z ui cv Af-HAL7 OFIVE I , EXl;5TQ4& 741.1 742fol to CC) 6,RINPEF FUHP Z 5TAT!0N 'W EX F2` (T. C4 v6e CatIt -4 62 co Ix, x- t x 0 cv CD kf) k 05 z' 143.2 > t C', cv \'Xf A5f ARKALIT )< �L N� 4q 6, REA H W/WA��ACK K",\ 4.) W 1 45,1 X -F�1.7 \ i I - >e (D 0 TRAH'5 > > FA05 AT-r�-P.)�57 -,�,'T-- FAn,� c-, !�c H LL Ua< Jr -146 143.2 .2 145b xl4l� D.A,4 b.6-7 /AG Z 0 z ,a,_. 54. x 11 �` , -r _ _---Y �_ I , 71� I G N L k Q) C, 54 4-- -140N, I-AAL Fxlso.,r, `Fop,,7,E I -`PA-rOt4 11111 FLAC,E FLl FPT IN ;> x -1412 x x ��;� .,\ 1 ;;` / ..- =A,'.� ti x� �\ 3y\ —, �.. � �,i 74 R, La= D.= (o u `r 10 �s FT .2 i�,r �- ! ( �,..� ! ' \,\\v A x -140 > TH op V, Z 4 Lo=20 X L) AND L:- No.0,32809 K ER r 0 10L "J 'X x x S/ + N" 5 5EDIME IN 040p 2 2 51'l -74�31 x 7413 x -134.1 oh C) -140 iz V, sp: nDo </ . .. ........ . . ......... .. . ........ ff— 65—46,405— NI 77 40 20 0 40 850 NOTES: SCALE: 1 40' 0 E- U)> I. CONTRACTOR MUST OBTAIN A LAND DISTURBANCE PERMIT FROM THE FREDRICK COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO COMMENGIN6 GRADING OPERATIONS. z aZ ,�� I{ �; 2. A MANDATORY ON -SITE PRE-CONSTRUGTION MEETING 15 REQUIRED WITH THE ONNER5, CONTRACTOR AND THE FREDRICK COUNTY DEPARTMENT OF PUBLIC YiORK.5. 0 z a 0 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT ER05ION AND SEDIMENT CONTROL NARRATIVE (CONTINUED): z E E E EROSION/SEDIMENT CONTROL LEGEND THIS SITE 15 CURRENTLY SANCTUARY BUILDING AND PAVILION. THIS SITE PLAN PROPOSES THE CONSTRUCTION OF A CLASSROOM ADDITION, A NEY45ANGTUARY, A GYMNASIUM, PARKING LOT EXPANSION, AND 570RMNATER CONTROLS. THE TOTAL PROPERTY TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. 04 co w <e, E NO. KEY SYMBOL DESCRIPTION I �� ldtopv, TEMPORARY GRAVEL CONSTRUCTION CONSISTS OF ABOUT 14.1 ACRES OF ?4HIGH APPROXIMATELY 8 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE IMPROVEMENTS. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH U) co 4 Z 0 3.02 GE ENTRANCE EXISTING 51TE CONDITIONS OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. z 0 � 3.05 SILT FENCE A MAJORITY OF THE PROP05ED PROJECT AREA 15 OPEN AND GRASS -COVERED. THE WESTERN PORTION OF THE SITE DRAINS TO DOUBLE CHURCH ROAD. THE EASTERN PORTION DRAINS TO THE ADJACENT PROPERTY. MANAGEMENT STRATEGIES G0145TRUCTION5HALL BE5EGUENCED SUCH THAT GRADINGOPERATIONS WILL BEGIN AND END AS GUICKLY AS POSSIBLE. O mr 3.0-7 Kz/ STORM DRAIN INLET PROTECTION ADJACENT PROPERTY THE 51TE 15 BOUNDED BY RA -ZONED PROPERTY TO THE NORTH, SOUTH, AND EAST, AND DOUBLE CHURCH ROAD TO THE WEST. SEDIMENT BASIN MEASORE55HALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. x 0 3.10 TEMPORARY DIVERSION DIKE TEMPORARY FILL DIVERSION ER05ION AND SEDIMENT CONTROL MEASURES UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. um GON5TRU6TED AND MAINTAINED AGCORDIN6 TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIR61NIA EROSION AND 3.12 DIVERSION SEDIMENT CONTROL HANDBOOK (VESCH). AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. THE SEDIMENT BASIN 3.13 TEMPORARY SEDIMENT TRAP STRUCTURAL MEASURES WILL SERVE AS THE PERMENANT5TORMHATER 0ONTROLSTRUGTURE AND SHALL REMAIN. 5.0 OP OUTLET PROTECTION A CONSTRUCTION ENTRANCE SHALL BE PROVIDED ON SITE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT GONTROL5. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT 15 THE CONTRACTORS RESPONSIBILITY TO PROVIDE 3.20 CHECK DAMS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. ADDITIONAL MEA5URE5 TO TH05E 51HOM AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDINO TO THIE5TANDARDS IN THE \/E!51,'H. 3.35 3.35 TP TREE PROTECTION SEDIMENTATION BASIN SHALL BE INSTALLED AS SHOWN ON THE PLANS PRIOR TO INITIATION OF GRADING OF THE SITE. THE SEDIMENTATION BASIN WILL BE CONVERTED TO THE 5TORMNATER MANAGEMENT POND UPON COMPLETION AND STABILIZATION OF ALL EARTH WORK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR H15 REPRESENTATIVE. ANY DAMAGED REGULARLY TO ENSURE DATE: 8/15/01 0-0-0 STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE PAY. SEEDED AREAS SHALL BE CHECKED SCALE: 1"=40' LC — — — LIMITS OF GLEARIN& 4 GRADING CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONTHAT A GOOD STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADINGON SITE. DRAINAGE DIVIDES VEGETATIVE MEASURES DESIGNED BY - RLK CRITICAL SLOPE WITHIN 14 DAYS w GRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED AFTER START OF GRADIN6, OR SODDED AND PEGGED WITHIN PERMANENT OR TEMPORARY SOIL 5TAE31LIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS GLO66ED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. FILE NO. 2328 14 PAY5 AFTER START DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) PAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED To ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (b) MONTHS. PERMANENT STABILIZATION ALL AREA5 DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT 5EEDIN6 IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE AGGORDINO TO STANDARD AND SPECIFICATION NO. 3.52 OF THE VESGH. [SHEET 4 OF 6 PIPE OUTLET CONDITIONS A A, 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED :HANNEL L a 0 X -• d SECTION A -A MLTER CLOTH Kff IN e'-9'; RECO.XENUBD FOR ENTIRE PEYMCETER 3do (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a :�!!�o % - d SECTION A -A FILTER CLOTH KEY IN 8'-0'; RECOMMENDED FOR ENTIRE PERDIETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASM, OR CONCRETE. 2. Ls IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TOM THE MA]QYUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 STONE CONSTRUCTION ENTRANCE WITH WA SHRA CK 70' AMN, EXISTPVG PAV£ME7JT A ,T' 5:1 FT17O4 CLOIN-__,-K 6' M/V. T A AgUNTABCf BERM (OP77044L) SIDE ELEVATION EXISTM 12' AWN. 70' WN. B WASHRACK L VDOT /I I I -POSITIVE DRAM&GE COURSE AGGREGATE B TO SEDMENT TRAPPM DEVICE • MUST EXIEIVD FLIT WTDTN I OF AND EGRESS OPERATION PLAN VIEW SECTION A -A REIN#VRCED CONCRETE J DRAM SPACE SECTION B-B WLE AI�IPTD /ram 198J Mknd Standards for Sol/ erosion and Sediment Control, and �a. DSWC Plate J02-1 SO GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER • 12" � = �.� • 109- Illl=1 �� W�_euu-� 1�1=1111I IIIIII�IIIIII IIIIII I • • THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT y3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 RISER PIPE BASE CONDITIONS FOR EMBANKMENTS LESS THAN 10' HIGH CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS -+r D 6" rt 18" • p/2 -�- 2D CONCRETE STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS -� D Lr 30' D/2 f 2D 1/4" STEEL PLATE SOURCE: VA. DSWC PLATE. 3.14-14 RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP DEPTH TACK WELD - -- VARIES AS REQUIRED ! PERFORATED POLYETHYLENE* FOR' DRY " _ - DRAINAGE TUBING, DIAMETER STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) IIII�� WET " FERNCO-STYLE COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14--A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC PLATE. 3.14-15 SEDIMENT BASIN SCHEMATIC ELE VA TIONS CREST OF EMERGENCY DESIGN HIGH WATER SPILLWAY (25-YR. STORM ELEV.) MIN. 1.0' 741.00 0.5' MIN. 1.0' 740.00 739.70 .............. - RISER CREST 67 C.Y./ AC. .... DEWATERIN DRY STORAGE . DEVICE (4" 738.86 :•::.: ::::: , 67 C.Y./ AC. .. . WET " STORAGE 737.10 SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0' MIN. 3.0' MIN. 0.5' MIN. 1.0' 67 C.Y./ AC. DRY " STORAGE .'.'.'�' ................. . ............. RISER CREST 67 C.Y./ AC. .... WET STORAGE DEWATERING DEVICE SEDIMENT CLEANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) SOURCE: VA. DSWC PLATE. 3.14-2 760 \ EXI5TIN6 GRAVE EX. b'`W/L MINIMUM 755 - 3' GOVER -'-' 755 -_ I t , w _I _ \ = 8" SDf2 21 i WATER LINE PROPOSED GRADE MINIMUM _ ' 750 15" GLEARANGE \ 750 _a _. ILI 745 4 ` } 745 Z >: ; W Z Z r� i X u x n Q w S �? z Ix z w al I11 w - 11i _ LU _ i o 9 u LU w O o q _..._..-...._... �1t >. _.._. _... _ 4 _ .....,... _ .,._...._..w...._ _....V......_w ...a............ z IA ..- ...... ........._... w { , z m z w m IT r N 11I Y dJ N d3 N lL c0 N rm r r In V r- o ml N m r N � q +50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. • . �,.IF- WOO II�1>♦�:!!� d I�I It.111 � I A SPECIFIC APPLICATION GRAVEL *(12"MIN. DEPTH) THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-2 ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1 /2" DIA. A O O PLAN VIEW D TACKWELD ALL AROU #6 X 12" SPACER E (TYPICAL) m w A 0 t RISER DIAMETER I SECTION A -A 21 ZT BAR SIZE BAR MIN.) ISOMETRIC TOP STIFFENER (IF REQUIRED) IS-X_X_ANGLE WELDED TO TOP AND ORIENTED PER- PENDICULAR TO CORRUGATIONS TOP IS -GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS -GAGE CORRUGATED METAL PIPE OR FABRICATED FROM STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. HATER LINE PROFILE SGALE 1" = 50' HORZ. 5' VERT. � r _ Y L E s r � i N l Y- 1 1 LU U F 1 • e .: S� N Try LU LU I i GHURGH ENTRANCEit `t ✓" f � - t N n EX GI Ile - Al SITE PLAN BRANDY LANE DOUBLE GHURC:H RD. TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 3.09-1 RESPONSIBLE LAND DISTURBER NAME: GERTIFIGATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR GARRYING OUT THE LAND DISTURBING AGTI\/ITY AS SET FORTH IN THESE PLANS. Z W W - WC\2 o CO �CQ � CO d' aN 1f Zx �; ' I IO C\2 LU o W aV 'n ' r. ~ t\ O) i-r &0 to Q) 0 ai W co ti tyl z� O o cc o a TH OF 1 U A Y L. K LER 9 N0.032809 10 Al, DATE: 8/15/01 SCALE: AS SHOWN DESIGNED BY: RLK FILE NO. 2328 SHEET 5 OF 6 a 0 0 Cu CV O m m m 0 U Ql O C O o, 3 0 cn J W CU m Cu i u W c a i m c L CD r-, Q, C W H 0- -:Zr m Q m Cu m cu U) °D 0 - '. • �^=� %iiJ"f+tI`lY L ��A'v'I~11— _...�- ,r.. '_"v-�'T�"T`5�,�-� - - _ - - - - - -- _- _ _ _ _ _ _ _ r2 ..._ - . _ --.— ^--�... --... 1.�. —. —...� �� ..... rro a vim. a� � _..... �. �- .—.. _ r ^ __ ----_ _ - � _ ,r. � ,.•- r_. _ `((� Z \ 7 � 7 -�. `� ,,�, -.., � �`.,� r `� x-t52.Ct `� .� � -.r � -•...) _�/ •i � f / < d' If `, _ . WL TAP �C' \ f �\ \ \ �` /! x �____ Ep FGSA { - --- \\ \ 1 x 747.1 _ _ i _r ='� _ ` _ __.--.-t,- ALT VIC—Mr _.�.--. - _ u j \ EXISTll ,. ! x -r 2.6t / I { ,C ��• , ,~' �, - ---, � - � S B Nt7 1 \ &R I NDER PL"P J J -1 i - _ .� 5TATI ON 31 �� ti \} . 5 .jxx-, / ,` �r` \ x 75a b / �0 � x �' t 1 x 755 3 p � \ i L. I MI T�` OF GRAD I NCB EP�'T1�4 E / , ' � ~ E .1� / j j I \ �'` ~ �- 5 A1r 1 j k tr _ _. _ x ��'3 �`g P ACC 1 w '" ---- ! _ _._ /� - f•_.- --- - -- / ! { X .O x T3 a a _ _ PRCi�o D a° w/L { /f /, / x 145.1 \ I x 5ANcl1?ARY TRAN5 � { r ; � I, .c`6; ..� x �, �� \ } � I�ALi ,% `� TAP $ ME -TER �A \ � / J ,0 x 7a-=�r� 152.!J i A G PADS o ,� vAU�T BY f 45 GSA 4} \ \ \ ! \ \ }EX 5At3 MH {.�, EX t3 F?l5 ✓ f \ \` x Ex:i�4FIhpC� F� !1'1GH 1_Ai 5�11BOtJT TO -154.r^O ICi �� 156� -) {INV OUT-746.47 ! rt ' , 3 C�A�� 1. \ \ 1` 4 �\ `/ / / / \ j i ' Ib f f / / x7413 3Et1tE TAPS �C3A �A r' t"i� ' T/ ^in ! i g "X6"-TEE, /1 2 ,h S� t^s { b"xb"Ao* 5ENY tee• 1 � \ \• -Y , l ' do �' ll /� \ � ..� .�.•'A . 000T-/ J } `f r- �! \ fix, / "-- % ` -' �r) 41 � vv , IdAyl/N{ x f.2x5T1Nfliy i^O%CIE Ili II/2"TYPE K JXZ �,OFt ,N f't..AC.3w E EPT (*t '�-_... � �,� \ ,---1` r' J •-' - �- * •+•� / � -' A CUT I r� � � r �� ,!' �� -' s✓LL >� � ��a i� x 7�(� •\ � \ - � ; , .» `-'"'-�- -- ooPFIER -.. � � � \ RO.O � j f 42 � 1 4� % /( , ; `' -\ x r �6.4 \ ( x 155.2 / \ { .. ;,.. `� ' \\ \ �` ,� j ► I+ � / x 753.P f / j ,� f -- �'� x140p f 2'51 \ l� f 40 20 0 40 80 \ `\ �\ �� k, \ \ '` L ' .O A7 AR `'�\ 78 X7 t/ t� LIMi OF GRADING � . � j Pl�� ; il�i~ \ j { `� •` _. � \,� ""`~-,--..... �`'' .�"'"."'"....._.......-- .� _--•---- —"" / �r4�PP�1✓ \ C' �, 1` x 74'r \ ,' f� �- ` N •at��tsrtr�l�.-Il - ' _ y .- I_1MITS c�9F C�RADihI�4110 SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS AR Acer rubrum Red Maple 2" GAL II GF Gornu5 florfdo Gornus, f lorldo 6'-7' HT. 5 OF Ouercu5 phello5 Willow Oak 2" GAL b RUBBER NOSE GUY WIRE 612 GAUGE TUFa4BUCKLE TREE WRAP WITH 50% OVERLAP FLAGGMG TAPE ON EACH WIRE 2' DOUBLE SHREDDED HARDWOOD MULCI-1/3" SAUCER PLACE TOP V8"OF ROOTBALL ABOVE FINISH GRADE 3 STAKES 00 �IIp1��Q�le� TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER YFIM (NOT TO SCALE) CD Z rc W W Z C'3 Z W c0 It c\2 It w I rn Z �> x I to W � � r! U � ~ .�-4 E_ w M 9.. 1-, a) o ro > k*v w �n r� TH 0F I'I R L. KE No.032809 0, 7-SiwJ-a s`SJONAL �yCs co 1.4 H Q z �d z a a V i-) z R U 2 U DATE: 8/15/01 SCALE: 1"= 40' DESIGNED BY: RLK FILE NO. - 2328 SHEET 6 OF-6 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 0 1. Methods in the of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of and materials used construction Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 SCALE 1"= 2000' ;. ` County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR G`"�+ , 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. i' >a :. r •k, p � � �.:= must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 EX E/P ° r-°' e• G J' (, ; f "'."• © Jf� �' ' Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. EXISTING EDGE OF PAVEMENT d"� • a. r �o PROP E/P�, EDGE OF PAVEMENT `` � s ••.� 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall Y PEXISTING PROPOSED EX G46.a; ^' '' o � (VDOTVDOT and Frederick Count prior to construction in existing State right-of-way. ) Y P g g Y• be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all CURB AND GUTTER = _ _ yJ � ,' , �"� ° f �°^ 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. PROP C&G PROPOSED CURB AND GUTTER .' 4 � W required under State law. - G6-6 G6 6R N U) 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P ] P V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R .--=- ' f �b '�� ' �°�' '�' ( °� with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the the developer to locate EXISTING TELEPHONE LINE F ) • •° q :' `- r� N ,I - N I VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT) g / P P responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to sole responsibility of and identify utility facilities or items, which may be m conflict mth the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. PROPOSED TELEPHONE LINE T T ACCJ3J/ : n i.. 1_J� cr ^.,4 > c % (� N 00 N N o ;c J a Virginia Department Transportation (VDOT) Guard Rail Paved Ditch Specifications. EX. 15" RGP _ $ i1-r ( L of and EXISTING STORM SEWER -► ` \�O _> o N 6. An be the Also, V5. Design features relating to field construction, regulations, and control or safety of traffic may 1 -�_ ° 1• �t N _ `n approved set of plans and all applicable permits must available at construction site. a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP �' J �' r r- W �, representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER (� J,: , a 1� o 0 0 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER } + � � � a`n Control Devices MUTCD . ( ) land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMA TION c < � " °' " � � � 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE embankment. and held by the engineer and/or developer with the attendance of the contractor, various County 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE EX STREET ADDRESS 635 DOUBLE CHURCH ROAD a) 0 Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE STEPHENS CITY, VA 22655 c_ Q) for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 0' course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE � w cn Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the PARCEL IDENTIFICATION NO. 86-A-72 support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance a construction entrance in PROPERTY LINE LOT AREA 14.1229 ACRES accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE DISTURBED AREA 7.43 AC 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE �XXXXXXXXX X CURRENT ZONING RA on the plans and as required at the field inspection. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE CURRENT USE CHURCH-, \\l at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. ROPOSEv USE CHU CJ-1 G 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall t be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE U'ILD'I'NG-REIG'n- AXIMUM ALLOWED = 35' PROPOSED = 32' 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE W ' ' SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF one litter receptacle shall be provided at the construction site. P P V11. All water and sewer Iines within existing or proposed VDOT right-of-way are to have minimum r PROPOSED WATERLINE W/ TEE �' "' THE FREDERICK COUNTY ZONING ORDINANCE. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to P q g /P 36" cover and, when possible, to be installed under roadway drainage facilities. EXISTING FIRE HYDRANT OUTDOOR LIGHTING: AS SHOWN entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V12. Any unusual subsurface conditions encountered during the course of construction shall be c� , BUILDING SETBACKS: REQUIRED: FRONT: 60 PROPOSED: FRONT: 254 whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE �% SIDE: 60' SIDE: 85' at all until an adequate design can be determined by the engineer and approved by VDOT. REAR: 50: %d REAR: 430' 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER m PARKING SETBACKS: FRONT: 5 PROPOSED: FRONT: 3$2 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. representative prior to placement and fill. Where CBR testing is required, a VDOT representative ,� EXISTING REDUCER W W ,REQUIRED: SIDE: 5' SIDE: 45' Cc shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER W REAR: 5' REAR: 280' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeledas belonging to be by VDOT that testing be STOP SIGN � standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. a project which will accepted and shall conducted to VDOT PARKING CALCULATIONS: 16. The location of existing utilities shown in these are taken from existing records. It be the according all applicable standards. HANDICAP RAMP (CG-12) r plans shall contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDiDT CG-12 AND OR JURI C�IONAI, CHURCH - 1 PER 3 SEATS. TOTAL OF 400 SEATS = 134 SPACES = 134 SPACES - / ® U E, to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined b AASHTO T-99 Method P Y YU A, within plus or minus 2% of optimum moisture for the full width of any dedicated street STANDARD CO RUUCTION Al2 CCLASSROOMS/- 1 PER 4• STUDENTS 17 ROOMS W/1i0 STUDENTS PER ROOM_ = 43 SPACESUprior = 36 SPACES > utility verification and the proposed construction. _ right-of-way. At the direction of VDOT Inspector, density tests by PARKING INDICATOR OFFICES - 1 PER 250 SF, 8800 SF PROVIDED = 36 SPACES 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A INDICATES THE NUMBER OF TYIPICAL PARKING SPACES GYMNASIUM - 1 PER 1,`i0 SF, 1 1,620 SF PROVIDED = 77 SPACES = 77 SPACES ;� E result of his construction project within or contiguous to the existing right-of-way. P j g g g Y• copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION TOTAL = 220 ®.SPACES U) E-, tjjQ 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. ® PROVIDED = 290 SPACES 11 SPACES �-+ Z HANDICAP PARKING HANDICAPPED SPACES R`-=QUIRED = 7 SPACES HANDICAPPED SPACES PROVIDED = W development permits. 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. -��' ;3BELL LIGHTING INC. MODEL NUMBER RCSA250H3Tx-x. C) U � 19. The developer will be responsible for the relocation of an utilities which is required as a result of his P P Y q VEHICLES PER DAY COUNT 100 LIGHTING SPECIFICATIONS: H; o'er project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement H:=IGHT=24 FEET, LOCATION AS SHOWN ON THE PLAN W U '"' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed b the developer or at VDOT's discretion, b VDOT on an account g Y P ' y PROPOSED BUILDING ENTRANCE ® P,L _ LIGHTING SHALL BE DIRECTED AWAY FROM ADJOINING PFOPERTY OWNERS. Q. P4 00 U in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty 30 inches tall with high intensity sheeting. The P g Y ( ) g Y g• bottom of the sign shall be six (6) feet above the edge of pavement and the shall be installed (4 Q engineer must be notified immediately. post EXISTING STREET LIGHT ENVIRONMENTAL FEATURES: W a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's list. A this list be � X 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering approved copy of may obtained from the District Material Section. PROPOSED PARKING LIGHT �--Q LAKES, PONDS, STREAMS, FLOODPLAIN - 0 %DISTURBED at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. WETLANDS AC 0% DISTURBED "A" PROPOSED STREET NAME SIGN >1 - 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to SINKHOLES - 0% DISTURBED proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be PROPOSED SANITARY LATERAL t,LEANOUT professional engineer and results submitted to Frederick County prior to pavement construction. If a eotechnical report has been prepared, it should supersede the requirements in this note. g P P P P q provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total P Y P P prices may be obscured. SANITARY MANHOLE IDENTIFIER 12 NATURAL S.W. DETENTION AREAS - 0% DISTURBED STEEP SLOPES > 15% - 0% DISTURBED 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating blasting V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and FORM DRAIN STRUCTURE IDENTIFIER O WOODLANDS - 14% DISTURBED (1.99 AC) or at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these F.A.R. CALCULATIONS: NOT REQUIRED FOR RA ZONING of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to LANDSCAPING CALCULATIONS: NOT REQUIRED FOR RA ZONING in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. EASEMENT LINE �NTER� - - - - TRIP GENERA TION DA TA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as EXISTING SPOT ELEVATION 12.0 CLASS USE TRIP RATE USE VPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. 560 CHURCH OFFICES 15956 SF A certified copy of the test results shall be provided to the Residency Office. A VDOT representative PROPOSED SPOT ELEVATION 1152 UTILITY CONTACTS' shall be notified and given the opportunity to be present during the construction and testing of the control strip. EXISTING TREE LINE SANCTUARY 10816 SF V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE OAK PINE GYMNASIUM PAVILION 11620 SF Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined b VDOT ins P y inspector. p CLASSROOM 1512 SF �_---_� Winchester, VA. 22604 Winchester, VA 22604 39904 SF ; FCSA CONSTRUCTION NOTES WEEKDAY 39904 SF (540) 868-1061 (540) 869-1111 x 9.11 VPD/1000 SF 364 VPD Power: Allegheny Power WEEKEND 39904 SF x 36.63 VPD/1000 SF 1462 VPD 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES Phone: VERSION P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL CO VER SHEET Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. FAITH BAPTIST CHURCH MASTER SITE PLAN MISS UTILITY 1-800-257-7777 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF,TH OF �l Owner: Address, Including Zip Code & Telephone No. WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO O BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE ✓ 635 DOUBLE CHURCH ROAD BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MARK D. SMITH TRUSTEES OF FAITH BAPTIST CHURCH STEPHENS CITY, VA 22655 �r FIRE MARSHAL 9rJ N®TE PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. d No.022837 (540) 869-0497 Developer: Address, Including Zip Code & Telephone No. O Fire lane markings and signage: 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: C% �1~ 635 DOUBLE CHURCH ROAD Any No Parking signs and yellow painted curb locations will be installed A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION S'j ANAL TRUSTEES OF FAITH BAPTIST I STEPHENS CITY, VA 22655 by field inspection at the direction of the Fire Marshall's Office. FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEAT (540) 869-0497 B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING KEPT. OF PLANNINGIDEVELpPENT WINCHESTER, VA 22602 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SHEET 1 - COVER SHEET (540) 662-4185 DATE: 8/15/01 HANDICAPPED PARKING NOTE A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. SHEET 2 - SITE PLAN PROFESSIONAL SEAL & SIGNATURE B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 3 - PROFILES AND DETAILS SHEET 4 - EROSION AND SEDIMENT CONTROL PLAN THESE PLANS ARE IN CONFORMANCE WITH APPROVAL SCALE: N/A COMPLETED. COUNTY OF FREDERICK STANDARDS AND To Comply with Americans with Disablities Act (ADA), the contractor shall construct the handicapped parking spaces 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 5 - DETAILS ORDINANCES. ANY DEVIATION OR CHANGE not to exceed 2% in slope both in longitudinal and cross slope. Additionally, the access route from the parking spaces 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 6 - LANDSCAPE PLAN AND DETAILS IN THE ZONING ADMINISTRATOR PRIOR TO THESE PLANS SHALL BE APPROVED BY T FREDERICK COUNTY ZONING ADMINISTRATOR DATE/ DESIGNED BY: and/or right-of-way shall not exceed 5% in longitudinal slope or 2% in cross slope ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. RLK (except for the CG-12 handicapped ramps) REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. JOB NO. - 2328 RPZ BACKFLOW ASSEP1,Y AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT 13 REQUIRED, [SHEET 1 OF 6 0 0 CU Q m %v 0 cri lf-1 m a 3 3 O rn m Cv m CU U) 4� a-) C l0 C1 / 0, C L a) W C n r` w / IL a m F- a LiL ap CU m ICU W a� LL- a 0 z W Z_ Mf, �m•�f S 463703r E 30354 S q�" E �. -- s 4pI�1 �i" E �u.4£�' ....•• .. V Qj � �� II�.YL• -_ �- �% � � �� v t r, f,3L^. l��.f7 ct ��C! t ...•�1%� ' NE *� ,r...ganging BRANDY LA o� _� 7�. \ _ _ -- �-=r _ _ _ _ _ �. �� _ _. ,.� _ _ _ _ 742 � Z �E 2S7.4. �� M.l•� ' ✓ t �/ " f ✓� L I Gil I " - , ` ' '^` / ,\ r x -152.� 1 .r . '""'� _ J - / r C� C! Uj O CO _ ,� .. -- --7 x6t.4 V / \ -------- J Chat � / j x o -- - _ E1-�-__ a\\ Z ��-/r �/ E x 755.CO � 1 j / ` / >~ C0 to � x 7 -- t Wt ,AyT .1 / / '.t', � 760 IDER—FAkfP W,RRMP - GG-12 5 T I riv�is 11LIJ v, O 134 p iX 3 TYP. � \ x 'i53.i ! / J / / �' + f / 1 6 ! 22 x 155.6 1 1/2• WM cod �_ x � HE6 R k EX15NNG BUILDING I LIMITS\OF GRADING / , x r. i ✓ t x ILI 743 2 1. TO BEt REMOVED ) / / off" 5, ALT ' 1 GG-b * N, / x 744i.6 / f t O O % j �' Oj H.G. 51G alt 1L ! j .-•� •` / f E� X'1 .O ��, 0 N AREA 14 ` ( I ! GRA5 LINED DITCHI / ! , "e x .•1 � / • irk• , EP / I LIGHT f ! 1 I J I POLE A Q x C.ANCTL!APY � 1 t I TEf71a.L s GG-2 1 -�- S / i 2 x\7 \\ \ \ PAD 1 r - r T / X "148br \ t ! � x PRA I NAG `"''1 '� ? \' a� 5 / / Gra�;v ` \ I \ \ o ! NT - q; C ((( N \ { \ \ 1 t z rvI Q = < 5A;N MH / r"' / \ x 143.2 1 EX 5Lr6 _ I 2 d - t rr? � f i \ E 1� i 4i� e� b 114 H Lt\"I L1~;/LL I 5 �y k 1 e= \ a \ \ \ f ; /�• i is :. 24.0 ` I .7 1 EP 1 \ o Cp L I GHT DEPRESS \A \ �, \ `a � \ � � , � � � P OPC.�S�� I � ALONG I. . r T�rP 1v i ✓ �, ��'`��. � � \ : ; . • .• •y,. 7 � ✓ r• .. / `, o /' I , .O 1 CP FF=758.50 - 'p GG-6 / + :"•, `'. •.. r ,..;,. ►r B ... 1. Jf 1 1AX. HEIGHT\= 35 FEET :. a 4 '• / :. :• .- ST MWATER A r 15 IGW18 r -140 MA AGEMENT PQI' b o'a \ X'4 cry W 1 TIW-, 1!4•FORr-.E t IN Y (�t3 o�1 Its PLACE ._ , ` - .. ,�, a`' w ..: ► , ' 16+10.2 (' I x -s4-i.2TH op G / F A DbGHO�I/ E l ,/ �Lnr ) x 7 (� �p ....., RO.O > PROPOS ! r42.�, x x A OWE � i 1 � � % x� GYMNAS CJM � \ / ✓ I �' O \ EP ! � r 11620 Sp 9 FF-754. ,, ,� _ MARK D, SMITH 9 J \ ``*•-�` x �� PROPOSED �; MAX. H 1G1HT - 35 FEET f �. 1 �, `' "d N0,022837 \ , . 1 x74o `?d 4 \ 753,2 10816 /5F ' % - \\\ FF-'f55.00 - .�°' �/ f IHEAV'fs �` \ >� _QI M X. HEIGHT - �' I �' SPA MENT' ANAL f 140 > 35 EET t / t F�° : �ZISER 5TR TURF } x "t47,o f \ \ �� x , CX ! .';: \ \�(SEE DETAIL \ y s r es \\ \ c i / ,�� \,\ \ 4 dip , / .: ,: ��'� y1 . • x ti42.0 =14 \ y \ \\ 104 b l % x -s55.4 x� -1 eel F \ \\ 1 ■ I 1,. J x -741 0 x734 50' BRL\\ t \ ,=140 14�i o \ 40 20 O 40 80 `` \ \` \ \ \ / +�I:7 / l --- — j OtT �; —'! — _ `� 00 r 3� f PROP APEZOIDAL \ ! \ INV. I'f�-736.20 \ \ , \ L :O / 1 1 GONG. DUMP5TER , = $ �� - DITCH 5 BOTTOM) \ LIMIT OF GRADING I ` —� \ '` x� SCALE: 1 40 \ \\ \ \ ! PAD W/EINGLOSURE 'w —.., \°� \ti �A` �_ x INV. OUT=7 \ \•� !� IR _' •� , F/, � IRF �. IRF \� �f�ggggggg ! �'` \ �� x a11= ~ — �" `�..� 3/A•`�IPF '> iiiii — — - LIMITS C9F GR DING a x�2 J ira �orac. F' \ , �V)Elil NOTES: B Z U1 �D \\ I. EXISTING PUMP STATION SHALL BE REMOVED AFTER COMPLETION AND FGSA APPROVAL OF THE PROPOSED GRAVITY SEWER COLLECTION SYSTEM. W Z x \ ` 2. EXISTING FORGE MAIN WILL BE ABANDONED IN PLACE. IN AREAS WHERE E--4 0 FORGE MAIN IMPACTS PROPOSED FOUNDATION, THE FORGE MAIN SHALL BE eePs in �� i I REMOVED. 22 1/,' structural Fugue � w w (Lyp.) 1/2, ctypa g 1 \ I Top View Trash Rack Assembly i� / - 21 1/4' k rack manufactured Antic Solutions 540-722-46" {l' ? TOP = 740.00 t Cop of river 13' u u Precast liner serpent with u flat top Ij Precast river segment reinforced concrete pipe 30" GMP OUTLET INVERT OUT = �-12" INLET ORIFICE 736.20 .• ; ;�. �.�.;.� Precut riser : • ;.. Sect. A -A Elev. B-B NOTEo CUSTOM SIZES AVAILABLE UPON REQUEST PART NO 48" PYRAMID PLASTIC 240'k°tee Reed SOLUTIONS PA Box 4396 TRASH RACK v VA 22W PYD 48 WITH CONCRETE RISER INC. 5!7722-4694 a \I I ' ' ' ` ° TM 86-A-72Er KENNETH E. WYMER DB. 568 PG. 458 ZONED: RA (DOUBLE CHURCH AG. DISTRICT) USE: RESIDENTIAL �® OVERALL PLAN VIEW SCALE: 1 "= 200' Q. O Q 04 44 dt111t11t1I• u DATE: 8/15/01 SCALE: 110= 40' DESIGNED BY: , RLK FILE NO. - 2328 SHEET 2 OF-6 a 0 Cu r- m r*i II) a CD 2 3 0 Cn w Cu116 m co CD Cn a 0) C- CD CD 0) c w i Cn a a m Q co Cu m Cu LL- 0 S ��lw —w*�'�✓ � �4Vero'32" E 8.01' S 46'3=1'03"_ E 3_035X4' �- - •3-8'C 6.1` — S 4i� ICE 3��3 on ��comIImAAIYIV i A Kl= /,-y ex/E� -�LAW X =- -_ _- - - -- li'- _ .. _ _ _ _ _�" �- - - - - _` - - - 142 - r 1/2"IRF J E ASPHALT o,\V \ / _ EXISTING \ �'_ ----_- -- -_- EP 1 STRINPE PUMP \ ` ` \ / // ✓ / M av o EX e (T.B .� \ / 1 FTS \ \ \ \ \ in 1 112" WM REA C WAIJ i RACK f / 6RA5 LINED D I TGHY \ \ \ \ \ \ �X SANGTUARY / I'll,/I -_j r \ \ \ \ \ L; TERAL / DNS -TF[ F i �p / \DRA I NA6E \ \ \ O �A G PADS f l \ / 5EMENT \ I \ \ \ \ \ \ IEX 5AN MH EX BLO6 i° I \ \ \ EXI TINE b I H LATERAL STUBOUT TOP=754.88 \ \ N \ IINV 0UT=746.g7 FF=758.50 3 II+,,� \ '4 5 12 � / / � EROSION/SEDIMENT GONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF X—x SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 0 TEMPORARY DIVERSION DIKE 3.10 FDA TEMPORARY FILL DIVERSION 3.12 DIVERSION 5.13 TEMPORARY SEDIMENT TRAP 3.18 OP ® OUTLET PROTECTION 5.20 G� �' --' -- CHECK DAMS 3.33 O --+_ 50DDIN6 3.58 O 0-0-0 TREE PROTECTION LG LIMITS OF GLEARIN6 d GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TAGKED WITHIN 14 DAYS AFTER START OF 6RADIN6, OR SODDED AND PE66ED WITHIN 14 DAYS AFTER START \ \ J N 46-4�6!�-tU*::r015.i1' ' EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT THIS SITE IS GURRENTLY SANCTUARY BUILDING AND PAVILION. THIS SITE PLAN PROPOSES THE CONSTRUCTION OF A CLASSROOM ADDITION, A NEW SANCTUARY, A GYMNASIUM, PARKING LOT EXPANSION, AND 5TORMWATER CONTROLS. THE TOTAL PROPERTY CONSISTS OF ABOUT 14.1 ACRES OF WHICH APPROXIMATELY 8 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE IMPROVEMENTS. EXISTING SITE CONDITIONS A MAJORITY OF THE PROPOSED PROJECT AREA IS OPEN AND 6RA55-60VERED. THE WESTERN PORTION OF THE SITE DRAINS TO DOUBLE CHURCH ROAD. THE EASTERN PORTION DRAINS TO THE ADJACENT PROPERTY. ADJACENT PROPERTY THE SITE IS BOUNDED BY RA -ZONED PROPERTY TO THE NORTH, SOUTH, AND EAST, AND DOUBLE CHURCH ROAD TO THE WEST. EROSION AND SEDIMENT CONTROL MEASURES UNLE55 OTHERWISE (INDICATED, ALL VEGETATIVE AND 5TRUGTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED AGGORDIN6 TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRC71NIA EROSION AND SEDIMENT GONTROL HANDBOOK (VE5GH). STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE SHALL BE PROVIDED ON SITE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. SEDIMENTATION BASIN SHALL BE INSTALLED A5 SHOWN ON THE PLANS PRIOR TO INITIATION OF GRADING OF THE SITE. THE SEDIMENTATION BASIN WILL BE CONVERTED TO THE STORMWATER MANAGEMENT POND UPON COMPLETION AND STABILIZATION OF ALL EARTH WORK. CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. 0 p" ^op / INV. IN=736.20 INV. OUT=736 j — - / 31441 RF / IN ONG. / I / l 40 20 0 40 / 80 — SCALE: 1" = 40' EROSION AND SEDIMENT CONTROL NARRATIVE (CONTINUED): TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MAGHINE-GOMPAGTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE GOVER. MANAGEMENT 5TRATEGIE5 CONSTRUCTION SHALL BE 5EG2UENGED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS GUIGKLY AS POSSIBLE. SEDIMENT BASIN MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND REMOVED. THE SEDIMENT BA51N WILL SERVE AS THE PERMANANT STORMWATER CONTROL STRUCTURE AND SHALL REMAIN. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NEGE55ARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED AGGORDIN6 TO THE STANDARDS IN THE VE5GH. MAINTENANCE ALL GONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED 5TRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE GHEGKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY 5PREADIN6 ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS GL066ED BY SEDIMENT, IT SHALL BE REMOVED AND GLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. 5EEDIN6 SHALL BE DONE AGGORDIN6 TO 5TANDARD AND 5PEGIFIGATION NO. 3.32 OF THE VE5GH. 0 z F= W Z W Cq O O to CO C�v d' Lo 4 � Lo Zx � I O� O I �C\j W aC) W 4Lo Q a y� (D Q Hw 0 U),H,nn 5 a ~ (u O b r W U] ACTH OF ACWA Il MARK D. SMITH 9 No.022837 LLONAL _ z a: E-, a D U x U z co> Q z - O U Imm Cf) z ��D wO E--q E--1 Ee L) Q 0 Q U) U) pW O11-11111114 o = a (� W O DATE: - 8/15/01 1 SCALE: 1"= 50' DESIGNED BY: RLK FILE NO. 2328 SHEET - 4 OF-6 Q F— 0 O CU Cfl v CT 0 D Q L m 3 O CI7 Lll CA I Cu m cv Cn a� Cn c ro a i Cn n Q m a Co m Cll LL _D STONE CONSTRUCTION ENTRANCE fXiSTIMG 70' MIN. A FILTEP CLOTH" B• MM. I A I SIDE ELEVATION 12' ;N. 70' MJJ. WWWK 10' MIN. L-VDOT /1 I I P0SI11VE 0VLJMGE COURSE AXWEGITE B TO SEDVMENT nVPMM DEVICE • MUST BOO full W1DTN OF B.GRM AND EGRESS PLAN VIEW OPERATION SECTION A -A PAVEMENT MOUNMBl£ BERM (OPTIOIwL) 10' MIN. fXI57ING PAVEWA T 10' MM. SECTION B-B SOURCE.A( PIED from 1W &*nd Standards for Soil erosion and Sediment Control Dnd VD. DSK PMte 3.02-1 SIL T FENCE DR OP INLE T PROTECTION 2 X 4" WOOD FRAME DROP INLET .ME A"w GATHER ��1 EXCESS AT CORNERS PERSPECTIVE VIEWS STAKE ELEVATION OF STAKE AND FABRIC ORIENTATION 1' MIN. lilll 9: DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT _ APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning andQes'Ign Yanual. 1988 PLATE 3.07-1 TACKWELD ALL AROU /6 X 12" SPACER E S(TYPICAL) m W 0 L GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER• 12" � — _ W►==u� 1�1=11111 1= :IIIIII�IIilll� IIIIII i 1 • THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INIMS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LUCELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 ANTI— VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1/2• DIA. A O O TOP STIFFENER (IF REQUIRED) IS—X—X._ANGLE WELDED TO TOP AND ORIENTED PER- PENDICULAR TO CORRUGATIONS PLAN VIEW I D I N. U BAR SIZE BAR MIN.) RISER DIAMETER SECTION A —A ISOMETRIC TOP IS —GAGE CORRUGATED METAL OR 1/8- STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS —GAGE CORRUGATED METAL PIPE OR FABRICATED FROM STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Compacted Soil 18" min. Flow 4.5' min. PLATE 3.09-1 SEDIMENT BASIN S CHEMA TI C ELEVATIONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 1.0' 0.5' MIN. 1.0' RISER CREST 67 . C.Y DRY 'SAC. STORAGE . . DEWATERING 67 C.Y./ AC. !!r ::::':::::::: WET STORAGE SEDIMENT CLEANOUT POINT I ' (. STORAGEREDUCED TO 34 ./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0 MIN. 0.5' MIN. �01 1.0' 67 C.Y./ AC. r.'.'.'.'.'.... " DRY STORAGE ... RISER CREST 67 C.Y./ AC. " WET STORAGE DEWATERING DEVICE }_ _ SEDIMENT CLEANOUT POINT / DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) SOURCE: VA. DSWC PLATE. 3.14-2 PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT IREA WITH NO DEFINED MANNEL L a 0 X d SECTION A -A MTER CLOM KEY IN 8•-c": RICCOMMaN IM FOR ENT= PEMM76R 3do (MIN.) RECOMMENDED DE WA TERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP DEPTH VARIES AS TACK WELD — -- REQUIRED PERFORATED POLYETHYLENE* FOR' DRY " -- DRAINAGE TUBING, DIAMETER — STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) I WET " FERNCO-STYLE COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC PLATE. 3.14-15 RISER PIPE BASE CONDITIONS FOR EMBANKMENTS LESS THAN 10' HIGH CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS D s" LL 16• : R� 2D CONCRETE STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS D 30' D/2 2D 1/4" STEEL PLATE SOURCE: VA. DSWC PLATE. 3.14-14 0 Z W Lij WOMEN W Cv o o In CO Cv 't Q .4 (0� tic3:: �� Zx -,y � i I0 C\2 W �I o 4 a 1n U rl o� A � IH O O ::j 0 0 5 NW W �?TH OF D j MARK D. SMITH No.022837 o ,�v 1 SSIONAL �Cs H Q L,L DATE: 8/15/01 SCALE: AS SHOWN DESIGNED BY: RLK FILE NO. 2328 SHEET 5 OF 6 0 0 Rj C"i 0 In a a.� 3 m 3 0 cn J m (v rn Cu U) a.� cn c a m L 0 o, c LJ i cn a a m Cu Q7 Cll LL 0 X -------------------- *A . ,, ,. ,, �x< ,-t-,•;f-�it- �-s tom..:. :,,�.=*• 1 1/2 WM „ C �. -• 20 0 -• I iiiiiiia --- ,0 SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS AR Acer rubrum Red Maple 2" GAL II GF Gornu5 f lorldo Gornu5 f lorido 6'--7' HT. S QP Ouercu5 phello5 Willow Oak 2" GAL 8 RUBBER HOSE GUY WIRE #12 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3- SAUCER. PLACE TOP 1/8-OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER TRIED (NOT TO SCALE) LIMITSS OF GRADIN Z Lu uj Z �Z W cv o CD LO 1� I I x Lr, � W Lu 0 a �X �d Lo� Hr� � A I �4 $-4 ^^Q`` 0 W V! w N Q 41WH O,F Lf F. MARK D, SMITH No.022837li 0��s sl0� t. _ NAL _ cn E Q Q W FIB H DATE: 8/15/01 SCALE: 1"= 40' DESIGNED BY: RLK FILE NO. 2328 SHEET 6 OF 6 ^'GY:ASF_�1:(tv1_C:.li.iYY_..uts.J44.:Aaiab.k«.'a4Y`�HG�[T" Ua:air'XU++L'�:3P1•��]:Y:fi,.3lA:1P:9v..�FtZ�.�".;::ifnA.:4 :.i'I. if�'Y.>i<a,. Yktt+,pYO'�'wOSn "/�ilwi vaewt�w.n,1�p°K..taiM... MeR.�.'+-1Aa.# a. e.. �.*^ GENERAL NOTES VDT CENERAL NOTES LECEND VICINITY AMA' Z 1 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 �, SCALE 1 = 2000 County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and an other state, federal or local regulations applicable. In the g Y g PPlUJ between these the be EXISTING INDEX CONTOUR i da p `Jr r��, 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict any of standards, specifications or plans, most stringent shall govern. r rs , F .`�.,, .^ ° ,.. UJ must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR EX E/P y 7 , . { ,,, / Q •.' r :. �. relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment P g P g• V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and P Y P � P Y EXISTING EDGE OF PAVEMENT - - - - - - „„ �x. e i .� . , .,� �,�,, P� Control Handbook. Health Administration and VOSH Rules and Regulations. PROPOSED EDGE OF PAVEMENT PROP E/p ,+ ��d . �:. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,shall EX GAG y ` ��`"`r a" : �Gn r�- . > •.�' `'' (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER =' _ _ <( `Y��,�-� �, f ti !'nd F V 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Specifications, PROPOSED CURB AND GUTTER PROP C&G tl' ` j ,. -`•1 "^ .�� '', �A �` ,''r`' � �,�(r - -� " �;�.• " �I��s UJ State law. Bridge Section 104.04-C. • f 5. required under The location rails will be determined by VDOT "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including P P g Y g. G6-6 TRANSITION FROM CG-6 TO CG-6R G6-6R t ,7 r' ti f� 4 1-"�J r_a U CD exact of all guard personnel. with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation • VDOT to determine if and where guard rail and of awed ditches will be needed. The developer will be (VDOT) g / P P traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It as the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE T - - �... r �� .. _ �� 00 '' `�`� `? ''' �,J(� •' ;v - e` ,;° "' ' y O N „ responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. PROPOSED TELEPHONE LINE T T ��a r� tt to > :. . o; .`��:. ' �� ,_ ! t � .,' � r. rrr� !�,< C - � v c cD Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. the Also, V5. Design features relatingto field construction, regulations, and control or safetyof traffic mayEXISTING STORM SEWER EX. 15 RGP PROP. 15 RGP . , ti ( ti �,; S(7,, e �, �1`9t,!{r:f ,, `? d.o , ` '''rye 7 ��- "° % =�� iir Z o N = 5 6. An approved set of plans and all applicable permits must be available at construction site. a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of - ti �' i - ,> , r J ` W representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEVER j 1 E LLJ °% c o 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SERER �" Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SERER r PROJECT INFORMATION o x U_ 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE embankment. and held by the engineer and/or developer with the attendance of the contractor, various County 9. All pavement sections on the approved laps are minimum sections to be utilized when the actual California P PP P agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P P EX STREET ADDRESS 635 DOUBLE CHURCH ROAD a) o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8• The contractor shall notify the local VDOT Residency Office when work is to begin or cease for �ry'ING GAS LINE STEPHENS CITY, VA 22655 � c a) for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. °' course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE :3 � w cn Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintainingadequate access to the project from the PARCEL IDENTIFICATION NO. 86-A-72 support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE LOT AREA 14.1229 ACRES accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE - . -$ - .. - DISTURBED AREA 7.43 AC 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE x # # * CURRENT ZONING RA Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation CURRENT USE CHURCH on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROPOSED USE CHURCH 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PROPOSED 32' be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' = 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE w SIGNS: STANDARDS OFMUST SECTION CONFORMSECTIONOF HE ALL SIGNAGE one litter receptacle shall be provided at the construction site. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE w w THE FREDERICK COUNTY ZONING ORDINANCE. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. OUTDOOR LIGHTING: AS SHOWN entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V12. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT BUILDING SETBACKS: REQUIRED: FRONT: 60' PROPOSED: FRONT: 254' whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE w e w SIDE: 60' SIDE: 85' condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. REAR: 50' REAR: 430' 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER ,� PARKING SETBACKS: REQUIRED: FRONT: 5' PROPOSED: FRONT: 382' sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER w "' SIDE: 5' SIDE: 45' sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER REAR: 5' REAR: 280' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current e arsubmitted to private laboratories for testing, the samples shall be clearly identified and labeled v -- D standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN PARKING CALCULATIONS: according to all applicable VDOT standards. HANDICAP RAMP (CG-12) Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT CHURCH - 1 PER 3 SEATS. TOTAL OF 400 SEATS = 134 SPACES = 134 SPACES � contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be /0 J �N CCGG 12 ��RR DDIID� 9WSTR AS = 43 SPACES F+ 04 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STANDA�I2AMP CLASSROOMS - 1 PER 4 STUDENTS, 17 ROOMS W/10 STUDENTS PER ROOM utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street PARKING INDICATOR t2 � OFFICES - 1 PER 250 SF, 8800 SF PROVIDED = 36 SPACES = 36 SPACES E-� `-1 0.' right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent be in the VDOT Road Bridge Specifications. A INDICATES THE NUMBER OF TYPICAL PARKING SPACES GYMNASIUM - 1 PER 150 SF 11,620 SF PROVIDED = 77 SPACES = 77 SPACES W Z E-+ 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as aW agency shall conducted as required and VDOT VDOT >,,; U result of his construction project within or contiguous to the existing right-of-way. P j g g g Y• copy of all tests shall be submitted to prior to final approval. TEST PIT LOCATION TOTAL = 290 SPACES x `/, Q Z co 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and PROVIDED = 290 SPACES a Z must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. HANDICAP PARKING HANDICAPPED SPACES REQUIRED = 7 SPACES HANDICAPPED SPACES PROVIDED = 11 SPACES W Z 0 development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall > �' � U 19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 LIGHTING SPECIFICATIONS: HUBBELL LIGHTING INC. MODEL NUMBER RCSA250H3Tx-x. 0 CO 0'x project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE ® HEIGHT=24 FEET, LOCATION AS SHOWN ON THE PLAN ALL LIGHTING SHALL BE DIRECTED AWAY FROM ADJOINING W a 20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected P Y g P P markings must be installed by the developer or at VDOT's discretion, by VDOT on an account PROPERTY OWNERS. M 0 W in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The W Q engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT ENVIRONMENTAL FEATURES: W a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED PARKING LIGHT E1--0 LAKES, PONDS, STREAMS, FLOODPLAIN - 0 % DISTURBED at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. 0% DISTURBED PROPOSED STREET NAME SIGN -�- WETLANDS > 1 AC - 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard P Y Y P V18. The developer must provide to the local VDOT office a list of all material sources prior to SINKHOLES - 0% DISTURBED proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be PROPOSED SANITARY LATERAL CLEANOUT NATURAL S.W. DETENTION AREAS - 0% DISTURBED professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. um geotechnical report has been prepared, it should supersede the requirements in this note. SANITARY MANHOLE IDENTIFIER 12 STEEP SLOPES > 15% - 0% DISTURBED V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical WOODLANDS - 14% DISTURBED (1.99 AC) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and STORM DRAIN STRUCTURE IDENTIFIER 6 F.A.R. CALCULATIONS: NOT REQUIRED FOR RA ZONING or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to LANDSCAPING CALCULATIONS: NOT REQUIRED FOR RA ZONING in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be EASEMENT LINE present during the construction and testing of the density control strip. CENTERLINE- - - - TRIP GENERATIONDA TA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as EXISTING SPOT ELEVATION 12.0 CLASS USE TRIP RATE USE VPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. + A certified copy of the test results shall be provided to the Residency Office. A VDOT representative PROPOSED SPOT ELEVATION 1151 560 CHURCH OFFICES 15956 SF UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the SANCTUARY 10816 SF control strip. EXISTING TREE LINE V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE OAK PINEWater/Sewer: a GYMNASIUM PAVILION 11620 SF Frederick County Sanitation Authority Gas: Shenandoah Gas Co. CLASSROOM 1512 SF P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Rams shall be determined b VDOT P Y inspector. Winchester, VA. 22604 Winchester, VA 22604 39904 SF CSA CONSTRUCTION NOTES WEEKDAY 39904 SF (540) 868-1061 (540) 869-1111 x 9.11 VPD/1000 SF 364 VPD WEEKEND 39904 SF x 36.63 VPD/1000 SF 1462 VPD Power: Allegheny Power Phone: VERSION P.O. Box 1458 P.O. Box 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL COVER SHEET Hagerstown, MD 21741 , MD 21297 Baltimore, MD 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name:3. 11-08-01 REVISIONS PER COMMENTS INSPECTOR.EXACT OCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S FAITH BAPTIST CHURCH MASTER SITE PLAN 01-10--02 REVISIONS PER FCSA COMMENTS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH OFL Owner: Address, Including Zip Code & Telephone No. MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME r AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO O BE SET TO THE FINAL GRADE OF THE TAT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE Lr 635 DOUBLE CHURCH ROAD BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN o U RANDY L. KEPLER TRUSTEES OF FAITH BAPTIST CHURCH STEPHENS CITY, VA 22655 �r FIRE MARSHAL �� NOTE PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. N0.032809 ,0 (540) 869-0497 Developer: Address, Including Zip Code &Telephone No. 0�� 3 -�� W Fire lane markings and signage: 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: �ti~ rI�-, - - - 635 DOUBLE CHURCH ROAD WE Any "No Parking" signs and yellow painted curb locations will be installed A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING �'j OVAL STEPHENS CITY VA TRUSTEES OF FAITH BAPTIST CH'IJ 22655 ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. n SHEET IL INDEX (540) 869-0497 by field inspection at the direction of the Fire Marshall's Office. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. 5, G -_ Engineer Certifying Plan: Address, Including Zip Code & Telephone No. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. mow,- 151 WINDY HILL LANE "APT, ®� PI_ANNINIGIDEVELOPME-Ni THE AUTHORITY WILL INSTALL THE METER. : WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING SHEET 1 - COVER SHEET (540) 662-4185 PROFESSIONAL SEAL & SIGNATURE 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SHEET 2 - SITE PLAN HANDICAPPED PARKING NOTE A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. DATE: 8/15/01 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 3 - PROFILES AND DETAILS SCALE: N/A WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 4 - EROSION AND SEDIMENT CONTROL PLAN THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND APPROVAL To (om tv with AraPricans with nisablit.iPs Act. (A1�A1 the contractor shall construct the handica ed arkin s aces Pi ,, PP P g F COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 5 - WATER LINE PROFILE AND DETAILS ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: not to exceed 2% in slope both in longitudinal and cross slope. Additionally, the access route from the parking spaces 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 6 - LANDSCAPE PLAN AND DETAILS THE ZONING ADMINISTRATOR PRIOR TO FREDERICK COUNTY ZONI G ADMINISTRATOR DATE and/or right-of-way shall not exceed 5% in longitudinal slope or 2% in cross slope ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. RLK (except for the CG-12 handicapped ramps) REMOTE READOUT IS REQUIRED. SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A r* F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. t°., JOB N0. 2328 RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. 9NAL SITE PLAN A REMOTE READOUT IS REQUIRED. ,' �., �,�, OVED [SHEET 1 OF 6 49 CV O 0 N N di _N m N C ru on na CIO 00 N m N q7 ro r-, n / L CD D.) o, w / f- I. F- a CD a LL ao N m CU CU Ll- n 0 x 4936 32" E 182�1 �� _ - � YJ JO L.7 � �,,1, k lr v 1 A ).iG 'r'. C. j� .:. h E -- - 87 742- - - - - - - - - - - 7r1!tT7 _ _._�. IGH-fi "" '" a• \ ....•' ......,,. X �+50.8 C; .,• � X �.>�?.� POLE , `` -� 0 ---REMOVE 90_° BEND Sti G E '"•,� \ / rt4/ tor 60'BRL =INSTALL 8" �./ ' �P A� c _ \ 8"x8" F.H. TEE `� \ x 747.! , &RINDER PUMP ti /" ._ - _ -- ;, _ _ )5_� 1 HG RAMP - CG-12 \ {> - \ \...tiCi Tw I . l ` x' 7,3.1 i f Jr f ` �,-'." � - ___._... � ♦. 1 6 � 0� 22. �' ` �' x.b x ;55._ EL?R i EX 15 NG BU I LD I N6 / r ! " r I LIMITS OF GRADING �\� f 2 R ,� TO BE-� REMOVED x }`� 1 \ 14 x 743.2 LIT z �; ;' " `. \ \ \ _ r pP�; d G. 51G HEIGHT=1 (,- 1~ ` x 4- H. \ J \ \ \ \ , r�' ! / 6RA5 LINED DIT6q f \ '' �` 7,1+2 - "` - ` 1 PROPOSED 8" W/L J 10 \ t 5 EP / \GHT .. /� I (I P {�+ t. � .r•^""' � f ;\ � ,l \ klqlj �4' v �� A^!C•"fUP♦RY r' � ( g GG-2 � '`- � ` 2 7'El; A _ �\ ! Jai � F` r4r�r Y t Feli�s l` x 752E'� \ii {� \% ,;I i'A.3 a� A E ABLE 1 , ` f c 45 BEND "� t 0 f d� / t90 � ma's-�t.-� � � \ � ,1,F�. � :� �� ^'' / \ 1� � Fl L rr , �� 22 2 I ` x. 743 2 3 ~- EA1 r1P�C IPdH lUa.7G� t �T.11Cx!; Ln FF �I i 7 I" f > ) jttd,,' CAJT=146 q't FSE 3 24. Ix 5„ GN1P 1 ` / Roo 3 0--] 1 SIGN (TYPE j t x 45.P I v EWER TAP BY CSA /�/f 7�j • ` � \ z < � � � / / (rJ 8'xb'-TE1E, �- �f � /� I � \ xrt4t3 11 cn f \ ,� \ \ ' f 'i. ` \ ✓ "� '� b°G.V., LIGHT ` A �- 8°xb"i09 BEND 24 / / \CP EEL5T0 \ ` XJ \�� \ \ �. P PO: � d'FIRE HYD . E55 LE SPACES N �' x f ` .�` 4 ' ,/ / `,• \ � '�� ' CLASSROOMS / y� � � �:.` 'aced.- GG-bUL ..- - �. r 880l0 SF FF=758.50 \ cPl w., .. .:..:. P. 4. �t i .:. 't ;�� / // SECTION A -A > 1AX. HEIGHT\= 35 FEET "' 15 \ • S4 , .. , PROPOSED „ �P w •. .0. ' �y� .:�„' . ►►i�-J •. \ b"6.t/.-FIRE HYD 15 18 740Ik (\\/ 0- \ GU N ,-�1 a_" t,4 R :� -.� `� f »' : H.C. SIGN 7 STORMWATER \ ` MANHOLE r(A-BANDON IN PLACE E EPT IN ��¢ ' „ ' ' : " { x 7�47.2 \� `� BLDG A�E�, p / 2 TYPE K (TIP.) f j MANAGEMENT PONY � �� • _ � -. � •:� s�Vl�c� � ( PROPOSE•� !-r�•".-r �N „r X Gl'MNAS UM EP 11620 SF �., \ \ s \. / �` �� m FF=-154. \ ,O \�J \ '\�` PROPOSED w MAX. H tHT = 35 FEET SANGfiUARY \ l ti x740A \ Lu -146.4 \ / x -1�3.2 S \ \ FF-455.00 - ` ? f 0 �• i r PA MENT\ �,�� /"± ; ., �?\ % _ M HEIGHT - � 140' LIGH 4i°�P / �� ` �` I R 5 TURE j 1 \ v'r4 ,�` / ;' \ \�\ x ,47.0 i 35 FEET ! \\\ ` �c , n . •• % .' %EE DETAIL X 8 104' \� 4. S S � 23b LF OF I \� \� o�,. f (\ S� -- S� i x -14I.3 1�a 2 1 __ x b �\ moo. \ \\ ` /f 50' BRL _ - f---- r \ \ "140 -"-- -- " ---' -�' EMERGENCY I � t 40 20 O 40 80 �i9> ` \ '` l / 20' SANITARY - - _` PROP APEZOIDAL� I T INV. 1�J=-fi36.20 DITCH`>t5 BOTTOM) �� LIMIT OF GRADING ( SEWER ESMT. ( (" GONG. DUMPSTI=R- \ $ 1 I PAD W/ENCLOSURE 1 ,d' I X INV. OUT=736.00� SCALE: 1 = 40 i X \� IR I f IRF IRF j ( _ X,1 \ 7�,0 p ) _. N 4 1�3s=wlols._ - LIMITS OF GRADING X�.2 ARCHITECT NOTES : I. ADDITIONS AND BUILDINGS SHALL COMPLY WITH THE VIR61NIA UNIFORM 5TATEWIDE BUILDING CODE AND SECTION 305, USE GROUP A (ASSEMBLY) FOR THE SANTUARY AND GYMNASIUM, USE GROUP E (EDUGATIONAL) FOR THE CLASSROOMS, SECTION 305, AND USE GROUP B (BUSINESS) FOR THE OFFICES. 2. ACCESS DOORS SHOWN ARE MINIMUM L06ATION5. FINAL BUILDING DESIGN SHALL PROVIDE ADEQUATE E6RE55 TO MEET FEDERAL, STATE AND LOCAL BUILDING GODES. 3. CABO All7.l-Q2 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CODE APPLIES TO THESE FACILITIES. 4. HEIGHT AND AREA REOUIREMENTS SHALL COMPLY WITH THOSE IN TABLE 503 OF BOLA. 5. FIREWALL BETWEEN EXISTING BUILDING AND PROPOSED CLASSROOMS MAY BE REOUIRED UNDER SECTION 707 OF BOLA. 6. NOTE REOUIREMENTS IN CHAPTER 17 OF BOGA FOR SPECIAL INSPECTION FOR THIS STRUCTURE (CONCRETE, SOIL COMPACTION, ETC. . 7. EXISTING BUILDING IS PRESENTLY BEING SERVED BY A alb" WATER METER. ARCHITECT SHALL CONFIRM SIZE THAT WILL HANDLE GLASSROOM/OFFIGE EXPANSION AND REPLACE AS NECESSARY PRIOR TO COMPLETION OF CONSTRUCTION. aN \ I , \ NOTES: II I. EXISTING PUMP STATION SHALL BE REMOVED AFTER COMPLETION AND FC5A i l 1 APPROVAL OF THE PROPOSED GRAVITY 5EWER GOLLEGTION SYSTEM. I 2. EXISTING FORGE MAIN WILL BE ABANDONED IN PLACE. IN AREAS WHERE FORGE MAIN IMPAGT5 PROPOSED FOUNDATION, THE FORGE MAIN SHALL BE I REMOVED. I \ 3. GUT AND GAP EXISTING FORGEMAIN AT MANHOLE CONNECTION. \ 1 4. HEAVY PAVEMENT SHALL BE PROVIDED IN ALL FIRE LANES. 5. NO NEW 516NS ARE PROPOSED, HOWEVER, PRIOR TO PLAEMENT OF ANY NEW SIGNS, A SIGNED PERMIT WILL BE OBTAINED FROM THE FREDERIGK COUNTY IN5PEGTION5 DEPARTMENT. 6. GEOTEXTILE FABRIC SHALL BE NORTH AMERIGAN GREEN TYPE C-350 AND INSTALLED PER THE MANUFAGTURER5 REGOMMENDATION5. INVERT OUT = -736.20 lash raoi manufactured D� Plastic 9oktions Inc. 5a-M-add TOP =-140.00 u Top o! riser I3• u Precast riser `. N�ment with IIat top u El-vn-t r Precast riser �L reWoroed oonorete pips 30 GMP OUTLET -+-12" INLET ORIFICE ::. Sect. A -A Elev. B-B NOTE, CUSTOM SIZES AVAILABLE UPON REQUEST PART NO 48" PYRAMID PLASTIC 240 " Rasd Pan Box4386 SOLUTIONS TRASH RACK �A m+ PYD 48 WITH CONCRETE RISER INC. p- dusbnca� TM 86-A-75 TM 86-A-74 E.R. NEFF EXCAVATING, INC. HAROLD C. THOMAS, JR ZONED: RA PG. 568 DB. 723 PG. 473 USE: RESIDEtaLTIAL \ ZONED: RA E: FTSIQENT AL ,. 2• • O Z 3 oy # >t� 09O rTM86-A-21 _. WOODSIDE ESTATES SUBDIVISION o0 DB. 818 PG. 1770 F t ZONED: RP r'9 USE: RESIDENTIAL TM 86-A-73 SANDRA H. CONNER TM 86-A-79 DB. 108 PG. 568 SAM-MAG PROPERTIES LC AND SAMUEL SMITH ZONED: RA DB. 938 PG. 717 USE: RESIDENTIAL ZONED: RA �" �\ USE: AGRICULTURAL 8 -E .14' _ - _. i 5 _:E ' l� CD __lA.1 9 CRJ 3 TM S6 ES 7F FA TM 86-A-70 KENNETH E. WYMER BA ST HU DB. 658 PG. 405 ABS. 8 P . 39 Ln ZONED: RA :RA o (DOUBLE CHURCH AG. DISTRICT) ) : HU H USE: AGRICULTURAL 0 KENNETH E. WYMER \` DB. 568 PG. 458 ZONED:RA (DOUBLES HURCH AG. DISTRICT) OVERALL PLAN VIEW SCALE: 1 "= 200' 0 z - W W Z 0 Z W O CO 0 CO CV It CO M I rn Zx `o W �; b rI W 0- U o� 1.4 Q) o b .q a>Ii w to �L TH OF Lj r� RARITY L. K LER "b No.032809 �O sIONAL z I Q, E-4 f-� U2 7f; H Q LL. DATE: 8/15/01 SCALE: 1"=40' DESIGNED BY: RLK FILE NO. 2328 SHEET 2 OF 6 765 765 � 5 760 m m ,� 760 � II r Q) 755 755 Rp.>� 5�0 (7�D� 05 D Fz0 750 33g96 750 745 N 745 0 I II z 0 T a r II 740 z z '+ z 740 1-1+50 10+00 10+50 11 +00 11 +50 STORM B PROFILE HORIZ: 1"=50' VERT: 1"=5' 7(90 755 Fill .0 la O 750 4' GONG GAP —� 36 MIN 745 222'-8" SDR-35 i 70 ®0.53% 740 7 z z T X 735 m ,� Z II n II 0) z 0 > II > Z_ m z 730 0 + _ � + _ c1+50 10+00 10+50 11 +00 11 +50 765 760 755 750 -150 745 } 745 f 2:I SIDE SLOPE '7 SIR o.00' TOP OF PROP05ED 6RAPE ; BERM= 741.00' -740 -740 GEOTEXTI LE \ FABRIC ./ EXISTIIN6 GRADE 755 ' a 755 CL I LUr ° CL T> z 750 I ^ _._ _._........_ _ .. _. _ _�... 1 750 q+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 PROFILE A -A - EMERGENCY SPILLWAY DETAIL HORIZ: I"=50' VERT: 1"=5' 01001 2 11 I I II -155 GRp`DE OO PROP�yED 4 EXISTING 16RADE 36" MIN 750 36" MIN 1.5' MIN. MIN. PVC ® 1 p1�y 4' GONG. y I� CLEARANCE 2,41'-a'' SDR-35 ENCASEMENT ARANGE P`/G ®O 61% z 745 Q 0 t Q l� 0 v v LU H oIL Q T O d) z Q Q LU UCzjO X l LL amr LU N - r z ry 0 j S O _._.._..� _.._: 1L Q " N_ _...i......_ ± O ..._ ._-__ 735 zr-„ Zt- N > N2 Z. lQ II z N 11 II z —Q X© Z UJ N r -< II II II Z —� II r0 —� zz t? ZZ ---- n N II > u t� Z ZZ N t 750 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1(0+00 16+50 17+00 17+50 SANITARY SEWER PROFILE HORIZ: 1"=50' VERT: 1"=5' 765 760 755 755 745 745 FklS�l TOP OF RISER =-740.00 TOP OF p� G tD °k'o� \ BERM- -14I.00' 740 10r • 14011 740 O $� p-rn • -Mil p 30' OVERFLOW \O y \ MIX='740.00' Gip , ? . rJaDo Q 18" INLET POND INV.= "136.20 ` 735 48" RISER 5TRUGTURE - SEE' PE 400-3o• ow O 03% 735 40.0' CA50TEXTILE FABRIc RIPRAP 730 730 q +50 10+00 10+50 11 +00 11 +50 12+00 12+50 POND PROFILE HORIZ: 1"=50' VERT: 1"=5' 765 A ., , a• r' •< • �:. ... •ter' •.I, Ib' A 4 e:.. � ' " • `��• 2-24" x6 REBAR5 FOR WHEEL STOP 5EGTION A -A WHEEL STOP DETAIL NOT TO 56ALE 4" GONGRETE , +.,•, ' :• 3000 psi W/ FIBER b" CONCRETE 3000 psi WITH MESH 4" 21-B BASE STONE -'' � •4�`• 4" 21-5 BASE SIDEWALK SECTION STONE DUMPSTER PAD SECTION 2" SM-2A 6" 21-B BASE STONE PARKING AREA 1.5" 5M-2A 3" BM-2 0" 21-B BASE STONE PAVEMENT SECTION HEAVY PAVEMENT SECTION (BASED ON GBR-6) (BASED ON GBR-6) SOR 35 w et SDR 35 spigot by by Rake ///---SDR 21 gasketed bell 45'bend / bell adapter (see note) / 4 er SDR 21 g keted ® 2,\-1`� GONG � � ; SDR 36 8"x4" pipe ana n sCH � 750 i MP 1.5' MIN. 750 750 GAP -150 r '`°��j bell ''e ea►.en 5' MIN. LEARANGE -.. we cap GO r F —� 211` CLEARANCE .12' GNtF ®213 1 `. 1 p una y 745 745 740 � X J Q) 740 . QJ � W^' zp ~ II 1yy=� z 6J II (311 II z II z z 'I o T+ z tii II Cl) t tI�I 735 o 1z— `+' 735 q+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 STORM A PROFILE HORIZ: 1"=50' VERT: 1"=5' 745 740 745 740 O4 2U �O LU I II + I r >> lu II > 735 z z � z 735 q+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 STORM G PROFILE HORIZ: 1"=50' VERT: 1"=5' location mark..\ I 36- min. cover ,r treated 2"1 4" with- .� top 5' painted green 4� { 4" pipe at 2.00% minlmum grade Note: If top of main is greater than 15 tt deep use heavy wall SDR 36 concrete cradle it top of main Is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOP6 ALONG THE LINE OF POSTS. I _; I _�, a fl&EE� I FLOW III III 4" 3. ATTACH THE FILTER FABRIC TO THE HIRE 4. BACKFII.L AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. an' Jill - FLOW III = EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 Shervood a I 1' square skid pad 6' thwkl!� of manhole at Bade In pavement areas unless otherwise directed shall be set 24 min. above grade in easement are") around heat shrinkable (WrapiMeal by CANUSA) TY47 bolts (3/4' dia ) djustment rings (11' mar.) concrete AS111C-1 4000 Pei 12" or 16* (typ.) piooser poi ismastic and applied n joints an ' ertedor side of joints joints are to be seal Will "0" ring casket rariable 4 -o' 1�• — pipe to manhole tip connection to be f by flexible eleeve invert channel to provide 49'-0' min. smooth transition in to 4'-0" min. for all connections - 2 -0 ra groat bottom of manhole "�: rJ`;' ' estop of bench -wall i ;.?; same elev. as to roan cha :.'��:a:v., DI2 top of pipe .� • , , 77 6' bedding etc NOTRS : 1. Manhole sections shall have an external costing of approved bitum stle water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bitumaatic water proofing. 3. Final elope adjustment of manhole frame may be by shims and non -shrink groat. 4. Skid pad to be placed around manholes located in shoulders of roads. S. Flat by casU&g shall be used on shallow manhole (6 ft. or less) installstlom. STANDARD MANHOLE Figure 12 O.r rMeral kackAn pee note) "nere select backfill note) elect baekfill late) 0 Z W W Z WCv O CD tO CQ C\2 � 't acc N 00 c� too CD to Zx 0) OI to CQ W 4--) W a CDH44 w �4 �I Q) O IQ ti Lz, � � Z O o ° v 5 W a 4 ° Z O w O O o � O Q I I TH OF U er ry RANDY L. EPLER No.032809 �SsjONAL ��~ V cc D I� E- y �� E "' FBI QZ 1—II> E� Q a Q Z Z W � �D ZO ct) U) 0 0 O' x a w� FyI i Q a LIM DATE: 8/15/01 SCALE: 1"=50' (HORZ) 1"= 5' (VERT) DESIGNED BY: RLK FILE NO. 2328 SHEET 3 OF 6 BRANDY-t-ANE- 4A 742 ui E 1*1 x -'0' X -75,11 ui 7- -760 + '" ` \ T1 r - -------- E/15TIN& C-)IRINPER FUMP 141.1 x '742h/ cv 0 (0 C\2 '-q _T_ :"-TATION ....... E3 w c\2 1. cq 00 CO c\j F. x 155.1 J 00 CO ko x x 155.5 x cv to cq 7 A5LCT ! 1 1 , ( \_OkI 0 PEA CE W/W Hf ACK 45.1 x T" q) 0 FAD 0 k x DD 1:110 �-4 0 W cf) tE 'A1,1 MH x)/ 7" - 143.2 Al; T lx')k 16, T_ meow x -145.e, )sa— I P) -741� Z z 1 x 154.1 2 r �! % Q O ` GN �K X1 W cr V) T. -740 Q) X 7 -7 (f) �XISTNC 11,1 -.', !1,1 PL.AZl_ E' F-P T It . " \ . ' I 1-1\ '> 0 141.2 -I' , \ x X 142 -7 La P= (b 0 '0 7 J -I-vcA h x .2 > -150. 17 x140A u2j tu IL OF 1, 501 -7410 x X 11 La=20 ' lox x op 0 ND L. No 032809 K ER X 0 10 10 FT x '_c) '0 X 15, 1 1 \ ,\>' > "v" A I X-140 "'7�j �V.I SEDIME B�� N SIN < + '01 \ �( ------ It— 74f.':5 . .................. x'754.*7 V (> 5DF ; 11 140 Dr .n.> L 71 T_ 40 20 0 40 80 E NOTES: SCALE: 1 40' 0 04 V co> z r::) - I. CONTRACTOR MUST OBTAIN A LAND DISTURBANCE PERMIT FROM THE FREDRICK COUNTY DEPARTMENT OF PUBLIC HORK5 PRIOR TO COMMENCING GRADING OPERATIONS. E" z >_4 .1 '� E- 2. A MANDATORY ON -SITE PRE-CONSTRUGTION MEETING 15 REQUIRED WITH THE OWNERS, CONTRACTOR AND THE FREDRICK COUNTY DEPARTMENT OF PUBLIC, WORKS. 0 Z Z 0 LL EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT EROSION ANDSEDIMENT CONTROL NARRATIVE (CONTINUED)- Z .. E-4 m EROSION/SEDIMENT GONTROL LEGEND i-1- THIS SITE IS CURRENTLY SANCTUARY BUILDING AND PAVILION. THIS SITE PLAN PROPOSES THE CONSTRUCTION OF A CLASSROOM ADDITION, A NEW SANCTUARY,, A GYMNASIUM, PARKING LOT EXPANSION, AND STORMNATER TOP501L THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY am E- No. KEY X SYMBOL DESCRIPTION CONTROLS. THE TOTAL PROPERTY CONSISTS OF ABOUT 14.1 ACRES OF WHICH APPROXIMATELY 8 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE IMPROVEMENTS. VEGETATION IMMEDIATELY AFTER GRADING. W a W 3.02 TEMPORARY GRAVEL CONSTRUCTION0 1 1 -' " , -A6 ENTRANCE EXISTING SITE CONDITIONS ALL EARTH BERMS, DIVER51ON5 AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MAGHINE-GOMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VE6ETATIVE COVER. z Z ip C) I— 3.05 SF x x X SILT FENCE A MAJORITY OF THE PROPOSED PROJECT AREA 15 OPEN AND GRASS -COVERED. THE WESTERN PORTION OF THE SITE DRAINS TO DOUBLE CHURCH ROAD. THE IEASTERN PORTION DRAINS TO THE ADJACENT PROPERTY. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. 0 X rM, 3.01 IP STORM DRAIN INLET PROTECTION ADJACENT PROPERTY THE SITE 15 BOUNDED BY RA -ZONED PROPERTY TO THE NORTH, SOUTH, AND EAST, AND DOUBLE CHURCH ROAD TO THE WEST. SEDIMENT BASIN MEASURES SHALL BE INSTALLED AS A FIRST STEP IN 6RADIN6 AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. 0 3.10 TEMPORARY DIVERSION PIKE TEMPORARY FILL DIVERSION ER05ION AND SEDIMENT CONTROL MEASURES UNLE55 OTHERkqI5E INDICATED, ALL VE6ETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. um w CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND 5PEGIFIGATIONS OF THE VIR&INIA EROSION AND 3.12 DIVERSION SEDIMENT CONTROL HANDBOOK (VESCH). AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. THE SEDIMENT BASIN 3.15 TEMPORARY SEDIMENT TRAP STRUCTURAL MEASURES WILL SERVE AS THE PERMENANTSTORMNATER GONTROL STRUCTURE AND SHALL REMAIN. 3.15 OP YZ OUTLET PROTECTION A CONSTRUCTION ENTRANCE SHALL BE PROVIDED ON SITE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. DEVICES L15TED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NEGE55ARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT 15 THE CONTRACTORS RESPONSIBILITY TO PROVIDE 3.20 CHECK DAMS SILT FENCE SHALL BE INSTALLED AS 5HOV4N ON THE PLANS TO REDUCE EROSION ACRO55 THE SITE. ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH. 3.33 3.38 TP TREE PROTECTION SEDIMENTATION BASIN SHALL BE INSTALLED AS SHOWN ON THE PLANS PRIOR TO INITIATION OF 6RADIN6 OF THE SITE. THE SEDIMENTATION BA51N WILL BE CONVERTED TO THE 5TORM?4ATER MANAGEMENT POND UPON COMPLETION AND STABILIZATION OF ALL EARTH WORK. MAINTENANCE ALL CONTROL MEASURES SHALL BE IN5PEGTED DAILY BY THE 51TE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED AREAS BE REGULARLY TO ENSURE DATE: 8/15/01 0-0-0 STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED SHALL CHECKED — — — LIMITS OF CLEARING 4 GRADING DRAINAGE DIVIDES CHE6K DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. THAT A GOOD STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. SCALE: 1"=40' VE6ETATIVE MEASURES DESIGNED BY RLK CRITICAL SLOPE WITHIN 14 DAYS - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN 0) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION SHALL BE APPLIED WITHIN SEVEN 0) 6RAVEL OUTLETS SHALL BE GHEGKEr-> RE6ULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. FILE NO. 2328 14 DAYS AFTER START DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (b) MONTHS. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE AGGORDINO TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VE5GH. SHEET 4 OF. 6 PIPE OUTLET CONDITIONS A A, 11PE OUTLET TO FLAT AREA WITH NO DEFINED :HANNEL L a 0 % dd SECTION A -A FILTIER CLOTH LAY IN E"-9": RECOMMENDED FOR ENTIRE PEFM[r= 3d0 (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIER L a /t o x -• d SECTION A -A FILTER CLOTH KEY IN W-6": RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BAMM, OR CONCRETE. 2. IA IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.1B-4. 3. d = 1.5 111M3 THE MAXIMUM STONE DIAMETER, BUT NOT IMSS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 STONE CONSTRUCTION ENTRANCE WITH WA SHRA CK 70' AM. EXISTMMG J' A PAVEMENT S:1 7'�77 M0UffbABL£ BERM/(OPTION&) EVATION Dzrm 70' WN. 6 r WASHRACK 12' A/M e L-vwr /I I I PDSITIVE OWVWE COURSE AGGREGATE B TO SEDMIEM I TIZAPPM DEVICE A*AT EXTEND PAL WDTH OF ""CRESS AND EGRESSOPERATION PLAN VIEW SECTION A -A REWORC£D CONCRETE DRAM 5PACE SECTION B-B SOYIRCE AD�PIFD trap 1983 AlaMond Standaro� for Sal erruion and Sediment Control and �a. DSWC Ptote 3.02-1 GRAVEL CURB INLET SEDIMENT FIL TER �j •fir♦ I 11111E=ie► `;At�;►S��~L~i,� �� - rim IIII111BIIIIII IIIIII • • THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 RISER PIPE BASE CONDITIONS FOR EMBANKMENTS LESS THAN 10' HIGH CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS -� D 6" LL 18" p/2 2D ; CONCRETE STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' DR LESS -� D 30' D/2 2D +► 1/4" STEEL PLATE SOURCE: VA. DSWC PLATE. 3.14-14 RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING TACK WELD POLYETHYLENE CAP PERFORATED POLYETHYLENE* DRAINAGE TUBING, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) I DEPTH VARIES VARIES AS REQUIRED FOR" DRY " STORAGE WET " FERNCO-STYLE COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE •DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC PLATE. 3.14-15 SEDIMENT BASIN S CHEMA TI C ELE VA TIONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 1 .0' \740.00 1.00 0.5' MIN. 1.0' 739.70 RISER CREST 67 C.Y./ AC. DEWATERIN DRY " STORAGE DEVICE (4� 738.86 67 C.Y./ AC. ` WET STORAGE 737.10 SEDIMENT CLEANOUT POINT (' WET " STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0' MIN. 3.0' MIN. 0.5' MIN. 1.0' 67 C.Y./ AC. DRY ' STORAGE RISER CREST 67 C.Y./ AC. " WET " STORAGE DEWATERING DEVICE SEDIMENT CLEANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) SOURCE: VA. DSWC PLATE. 3.14-2 RUNOFF WATER WITH SEDIMENT EXI5TIN6 6RAPE } EX. �55 --- 3' COVER -_ �55 I ` LU i s \ 8 SD�R R 21 LINE \ `' PROPOSED GRADE LC s _ i50 ` IS" GLII ARAN E _ ' - -750 I > \ LU J � 745 < -145 z > LLJ O t- O T-- QIt X X it Q Z LU p q q ku 'D q o q W x, D_ � LUO ........................ . > O Ul LLB o In X dJ N dJ U � - N am ' d, X �3 LL 11 1It It n I n (1) n It 11 ri 11 nl 11 r u U: 1111 r- L C O O T m m umi v� umi iz T �� + + + + + + + + + + + c1+50 10+00 10+50 11 +00 11 +50 1 Z+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 GRA VEL AND WIRE MESH DROP INLET SEDIMENT FIL TER 18" MIN. SPECIFIC APPLICATION GRAVEL�(12"MIN. DEPTH) _Q _ i d. ad. 4 II III WIRE MESH FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-2 ANTI- VOR TEX DEVICE DESIGN PRESSURE REUEF HOLES 1 /2" DIAL A O O PLAN VIEW D I TACKWELD ALL AROU #6 X 12" SPACER E S(TYPICAL) m w A 0 RISER DIAMETER ON SECTION A -A N. IT BAR SIZE BAR MIN.) ISOMETRIC TOP STIFFENER (IF REQUIRED) IS-X-X-ANGLE WELDED TO TOP AND ORIENTED PER- PENDICULAR TO CORRUGATIONS TOP IS -GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER ISGAGE CORRUGATED METAL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. HATER LINE PROFILE SCALE 1 " = 50' HORZ. 5' YERT. _ � --� L ---- _.. _ - ____ _ _ t , ,O.. c� LU Uj xy CHURCH ENTRANGE ' EX 4011 SITE PLAN BRANDY LANE DOUBLE CHURCH RD. TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Compacted Soil 18" min. Flow (' 4.5' min. PLATE 3.09-1 RESPONSIBLE LAND DISTURBER NAME: GERTIFIGATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR GARRYIN6 OUT THE LAND DISTURBING AGTIVITY AS SET FORTH IN THESE PLANS. Z Ml� W Uj Z Z W01 o C�DO a C\1 aCQ DO �> 1 I Z x �C\2 W bQ) �o a d CD Lo a Fw t` o) to 150 s. x. a� o "d .- G � W Ul ti En W z O o o 5 o z 0 W o b O I Q I CA OF K LER No.032809 s IOIVAL w a. a W E-A Oflflflflllll a LM DATE: 8/15/01 SCALE: AS SHOWN DESIGNED BY: RLK FILE NO. 2328 SHEET 5 OF 6