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HomeMy WebLinkAbout005-97 Agape Christian Center (ERL) - Shawnee - Backfile9 w 75-1- A FREDERICK COUNTY SANITATION AUTHORITY ZONED: B-2 USE: COMMERCIAL / WATER TANK C) 'CIl' W Q N 0 O EX, ENTRANCE S52 03'12,.E Z 697.63' u M52 O3'�2»W Q1 �D111�698,24' r�wTy 75— A-86B ENT. HEATH, CHARLES E. ZONED: B-2 USE: COMMERCIAL az. EX. 60' INGRESS/EGRESS O z EASEMENT `t W I a z0 C\2a z 'tt �.# c0 75—A-86C � Qa BENNSKY, PAUL E. C14 ZONED: B-2 USE: COMMERCIAL FZQ -- co PROJECT SUMMARY PARCEL 75-A--87C =9.2045 ACRES PARCEL 75-A--85-20.3000 ACRES SETBACKS: FRONT = 60' FROM R/W SIDE & REAR = 50' FROM RESIDENTIAL/VACNAT ADJOINERS 100' FROM AGRICULTURE 200' FROM ORCHARDS BUILDING HEIGHT = 30' EXISTING F.A.R. - 8973 / 1285216 - 0.0069817 75-A-87A PROPOSED F.A.R. - 17473 / 1285216 - 0.01359538 STOSSEL, JOSEPH A. ZONED: RA PARKING: REQUIRED PROVIDED I, USE: RESIDENTI I STANDARD i _ / ,, -. HANDICAP I ,` - Y ; ,s' . i '\t 1 , ,,,,-_-,',,"..,,, LOADING ,' ' W ..._.. - ` �,\ TOTAL ( " r..,_"-,.. --- °, , w _ ..- - )VIl"N" �NA RAL FEATURES' - TUI I ' t i �,., N t C----------^----,_,_„__,_...,..•....,-_.._.• .....,__= ; .�. ~" J ;\'+,'\ :,,'.' ;�} NO PART OF THIS PROJECT IS TO DISTURB ANY ,,,,`'a, '`,�� t"` __ :,= ^ 0�� ; I �'�, \., � ,,, a 4,`` >- 0" _r: NATURAL OR HISTORICAL FEATURES. ...... I I � :!, I illll!!! ', ,� �_ ___ ',,,,,�,.`-- ,_,.,. �'. _ii.� . ,-, ":,. -)�, ' r i . I '_­1 flui*.'," .......... =---., ­­-It-A-6 � ; i . . "' \ . '. \ -%,". ­­...­ I I I I I-.", 76, "'', , I , ,,'\ , ,k .,.� ,L"4 ' - `'ate r_ ", „__"" -LLB _ dl i -•, 4 f �. .. '1­"1)1*1.1, rj1""_R-- ­"`.-,J,,,Ww,_-,_, ­i?-.k,"�q. ":.z- , a .�p'''� ,-I__\_-I".-1-1/-"I,\I- , -.,� "\*'\1I.Ii 1 __._ evke .x,....,_.. 4 / ; xtr t1 5^ `% � Ek. 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O i1 S S{ '4` n f a _ -, Q , It " W' I l E_ t t !i - t;5,� i # t _� _. """, i' i E i' + ;E?I I 75-A- i4 �" I i =:f- " �. __1_1 j .+'""" 0 i }) , i t - pp��� ,",^...M "'"•, w "`+w, - J 5 f ¢ fp i S •t j as + •, •"'�•'• _ • 'it" y, i t 3 t 1 .. $3 i i t i { i -\f-• r"x+' _-_. r RFORA; GARi' D. t , %r "• .tta ,\ •..` '\ ..-.^"r ... i` j l 9 / !'ff �' ft'` / w.",•^' "w,,,,- ® e/ j !i`, i ,,'I �—, ,•.g ., _ r'` s. �ry� i! '�fd [ w °., ! ,d r {, °` c ," f ,x i� ° 1 ! t` Kd ; r'' ,y r Q fr `3• a, t ;� " - of f ''!! r \. It k, 11�t N y 3 \t,`''At \ _ ..._____, f ,::' ,r" fr r' ,., '` ! , �T' `'".,•e,.,•w.,.r, � �-_...._�� � � � f r N ,r 1 . r' r 1 r` \ f `r,. lrf; �y f V` 4' $ - ._ 3 5 - .6. x !'� (3' ,eq ,j „ r° l S 5p .. f' 92 1' \ �` _ ._. S •r { r` _ - i 3 , r ,Y .,....�- �J• , s' `\'; ; . '\at F. ti ,r K `t ,J- f ¢.� 6 •s-. r f'' 9 &� tt ' ., i' F•'� ,. p _. 1 i f �4 { r` 'a S Si ` F 5 W "'g - .. , r` a X ;a � ; '. _,,.._ I \ %° ,. , \ , 1 X 75 A SOB .\ r i' _--. C } • ..', .w, r:, < , ..•- -. _ - �._ -,.''� ,�,,.,, "'-,.,.,...._, q�, � � 3 fy EDERICK UNITED METHODIST w'\ t:; : T RPORA ON G DE PEN CO ;' :4i IN LO TI i _.. U VE M �\ t. r a' �__....�' GRAPHIC SCALE s r q , i A .;Y ff ., c #� t ZONED: RP Y '\ 5 A-86D '1" d� `*> l ri _,. "� USE: RE ID /r: " r P INI ST CO. i r'••.. r P '' j goo so i oa zoo goo _ / 1, ;;� ....,,.,...,.� ••.,,. ....... . '!d �''? � ZONED:"� A I ,�J ,/'' - ' ,"" PC 3 F ', . ,,.. ' f d � J USE: VAC,IT w €� , \I !' _ �!' d SJ i 'f1 y4y ` 'a'•i a '!' X jf f / _ 1 3 pq - i d 99 t • 3 'u `� r '� ___ / /. EE T IN F � �� B �5 yy f` FF �S S m i /- .r` J' — _ �` 41 1 0 \t f i � I 3 r . �i, a,• W " .�,. . ,1 �, ✓ ',' ...-,_ fr S ,'-fi... _ ,.,,,,.' .. et .f.t`• '"rxs'I',� ; -#;, ,///'/ f _ „c�',j. �^•�V�p `,....,... "sr" �t _. _. •�'" f, } �, r 7 ,t 5 , �' ~ X Ste,. 3 - 1 ` ! d..•S i v /, r / +n�,- ,"'RRraaaa "`` .`*""y"`1r' r'` ..''•. f % i t . \`\ REVISIONS JOB NO./DWG. NAME:/"6093—KEY.dw " scale no. date description by ekd., P�-�p AGAPECHRISTIANFELLOWSHIP = ,o0' DATE: SEPTEMBER 17, 1996 Cep L Gilbert W. CN CliffOrd. Iand Associates, Inc. SHEET — z 1,­A DESI(xNED BY: C.E.M. z C.E. MADD❑X, JR, CHUR�H ANC R 0 CERTIFICATE NO. � � � v � � � OF 7091 �' I DRAWN BY: D, Y Engineers .Land Planners - —^ Surveyors REGISTERED 200 North Car�eron St. PR❑F'ESSI❑NAL 150!-C ❑lc�e Greenwich Dr. 4 ENGINEER FrederickShUrg, Virginia. 22401 Winchester, Virginia 22601 -7-LL Li IAPPROVED BY: C'.E.M. (540) 898-2115 (540,) 667-2139 FREDERICK COUNTY, MRGINIA e 7 AGA C S A N UWS C C SANC A- Y SHAWNEMAG CONSTRUCTION GENERAL ___"D The contractor shall furnish all materials, Labor and equipment and perform all work including restoration for the completed installation of the utility systems and ol.l other improvements shown or implied as necessary for theFR7r RICK COUNTY1. V`� completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation. Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss . Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to. the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed'. 6. All grading for improvements to be confined to the project area. Any work, performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to construction_ All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to Initiating an site work. This permit can be obtained from the .. y' ` rf TM' ." " r'i✓ f' ' a , -` Q P 9 Y P o i "1l'•��,1,( : ,t .l., . .. `'�'o' ` »° v ��� l ;;� _ ;'i Frederick County Public Works Department. � �, �i•. �, 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia "- �" ' ''F � ':��' '� ' ` So T INNEX LEG'END _ 4 '���•;.'---� ; -^ ; �/ .- ./ ,,' Erosion Control Guidelines and local ordinances and to be utilized' during the construction period. .. 9 ,.,, 1= ;, •. ', i,�.`ro a.'ti'� ,; 3. r �.jy)f ,:;A° . " � = .., � 0 .' y v..' r.'k v� � 3. All erosion control structures shown or as required during construction shalt be continuously maintained - r it },, _Ii `i• , <: FFF ,� 1 COVER SHEET , f , ; throughout the period m which areas are denuded. Areas shown: to be surfaced are to have stone base installed '�) , � �-' r .� > -r, ,• ., ., �, •,, � r' r,' t �w���� tt, �.•! � _ ,�,1��,�; ' EXISTING'GRADE N�� Pn ,r at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days 3 tI ' r,. 4'+° , i� k q xwhen construction is not in progress.n�r_' A ��,0 2 KEY MAP ! 4. Contractor to clean u and restore disturbed areas immediate) upon completion of .pipe-layingin the affected P Y P P PROPOSED GRADE o� area. ' a r'✓1,' A ^ , ..a •'+w,Q Y. ' . �, � f, � ^ ^��,� Q � , , y Y" p 4.. • "-K , ti.. ' (� V+ ,, ,��-..d" % �,. «. �,.,-;,.:'. r x:` r.." :4,z -. 3 SITE GRADING & UTILITIES PLAN - 5. All unpaved areas of the site which ,are disturbed by this construction shall be provided with 4" topsoil, e �r . "� , t t q. .,x „1 ,t a � , �. , � "� , fertilized, seeded, compacted and mulched, Seed bed to be watered and cared for as necessary to provide o ' Q ,�. , �•�' PROPERTY LINES good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. STANDARD RD DETAILS " NDA l FIRE . ' �; �' ''� EASEMENT AREA &RESCUE o pp 1. Burningof land clearing debris requires a permit from the Fire Marshal. B'urnrn of construction debris on site�`� �- 9 Q P 9 ;�� ^�� :r•, `� ,� (t � r �° s �-• r:""f , y , h , } v ' �.� �` � r.�, x is prohibited. { rn� htJi+6�',. PROPOSED ASPHALT 2. Accessfor emergency v con r i,. z3.o ,.': �,,,^ .,, r AREA"M o e e gency vehicles must be maintained at all times during st uct on. Temporary street signs �(j. �, <.; � ��, ;, ,,, ,, _�; , ; ,,. � g; <, ,.., �aw�„°.• fit. .� „ti,.f � tt��. K� web• r; .���� �,'{ Ill , ...-.w, �` ,`. '.:.. „n ,.. ,,. Y, >2 .. -u}"- ., ".. .. � l ✓ -�� .-•x �4;R.,;fi y�a,�.^n.. must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire tv ,,: ,)fir,,,, _ ,�: art •;.- � „ , ,.�,�.� .,�,,.� , • ;/ .�, hydrants. Fire Hydrants are not to be obstructed at any time. Yt EXISTING WATER MAIN & y� t FREDERICK COUNTY SANITATION AUTHORITY'�'(f' ^ G,! ,�4� k'a� PROPOSED WATER METER d a y r # / Ns S� 0 s �•^ is >. a ..j:,Ur o `- 1. Water and sewer tines are to be constructed in accordance with these plans and specifications and shall i yyt (:,.', r,! = at x.•.' + �a..kP �. ,� ' rt,:>,, ::, °, C , '' additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinae °., ,j•r r;` with this agency and arrange for inspection by the Sanitation Authority as necessary.' " %' • /' ,`,,' tiYI,F ,' .; �,•ti motif"`„ `"° rr j` q i•` 'fir "-,� t "� ' °��'• � 2. Exact locations for sewer and water services to be directed b the Frederick Count Sanitation Authority 1 air ' ` .� ,� d^ ��, ��'t Y Y Y �' ,4' � r"y`W r 5 t: Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. s, 3. Temporary termination of sewer line shall be plugged with a watertight plug- The ends of the laterals r} " ' . ' . ` e ; A j; r`r p i X l �' '}' ; ' _„t; -' EXISTING OFFSITE ENTRANCE ENT P Y P 99 9 P 9 o s shall be � :a r . f . pa,M�';..: ,, t, r ., �--" ., ,"r:. ��, � O marked with a treated 2x4 extending from the eighteen (18) inches the The top %, k's' post plug above ground. six (6) .•,^" .' , ,,%`: „Q' - "� _ r:,. inches of the post shall e pointedgreen. ew r lateral elevationst 1- ! +- r ���' p b p t Sewer to be compatible with gravity service to proposed a, , ,u � , .f t�•trf 4 t _, buildings as shown on the Architectural drawings., t e�� F t .� 4`"w''�� =• :' 4. The FCSA' is responsible for the installation of water meters. Before a permanent meter i s t will it t„,. ""`' r ':' } h an`: a� .�: « •'. CONCRETE SIDEWALK p w p t s et they require: tiyy,,JJ{} (% y y�� , ,. �V�fi-i P ,pyh. � �,."';i � �',! N T �.1, + I� � `.f" ' - .. 1) the frame and cover be property aligned with its meter box and yoke bar, 2) the frame and cover be set to final rode of the lot, 3 the distance between the to of the cover and the yoke bar be between 18 and 21 inches and 4 %A ill . r z, '• 5 - -� , ;:, - LANDSCAPE SHADE T a all components of the meter box assembly to be in proper working order. it as the contractors responsibility to have ����'•,,: ,°• .,�o §�,•�:>4,�, rb r �.�., q , » ,.r" , �.-„�.,>.. �,� �" DE TREE - the meter box installed correctly. ✓i� � _ ' ' � f z'se . +. ; ° `=., •po,`': • _ o� . - LANDSCAPE SHRUB 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. 1s .„. I�r b f` Piw,• '=", - • °,i ,�. �, N, �- ..,- , • ,��'�,r•„ ,� x.,6 ,� � The location of the to and the termination point of the lateral are to be coordinated with the Authority's assistant x •' engineer. An application for services must be made and fees paid. 6. The Frederick County Sanitation Authority shall tap all existing waterlines, They ,will furnish the materials for and � �,, ;,.�..,W g:,-. ,, , t �,^• ,� .,,. ! ,`•,t, r .,, s�,. ; ,�� `'�;� � >, *, i , make the top. The contractor must make application for and pay the cost of this wont, � fir' ,. ,,,, ��(' i�+?r `� ..ti •'°�., s, • �- �.??D�..�;� 5 a 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. fi ������ b,.. r i 1 tephe .. tf ' t � 4� } er ;�; } 4_ ti t � � `"': Radio � �` � Sr t VIRGINIA DEPARTMENT OF TRANSPORTATION _, - �'� '"-• �:` 9. of ° '•' si ".. ',.,,,, f3ii4if �- .- 5' t 1. All work on this shall conform to the )ales- the Virginia O - �' • • `� Deportment Transportation *'o !„ xy project editions of of (VDOT) s 3�r. °• , •�� ,. , ., •'..' ; , w, ;y -; x,:'' Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other �'"~c'`.,.� ;. � %.;� .',` � , ,. „ .,[.' , . ��::' .r � ° ,� �, �� ,: , � ' � r'i ��{p�J(JJ �yt , Ln %i`' f.., �.-. '... .. tit •f-, i ` . ,i:' • I ,v, t.. L •, At4. , ,..,...+N.. }` tli state, federal or local I the t regulations applicable. event of conflict between any of these standards, specifications t,�o' �_ �' �� ,_ ...+.., .,; z, ;- .�; ,1.,;. •> �- the or plans, most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health. Adminis and VOSH Rules & Regulations. oft 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance Vicinity with the current edition of VDOT's work area manual. Furthermore, traffic ftaggers be protection all control must certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. SCALE 1"- 2000' ZONING ADMINISTRATOR DATE 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land us•e permits for SITE PLAN APPROVAL EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SHOWN ABOVE. any work on VDOT right-of-way. 6. If required by the Focal VDOT Residency Office, a precon,struction conference must be arranged and held by the ` engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. AY ' Y Y 9 Y eJ 1\l �J L �!' 7. Contractor shall notify the local VDOT Resident Office when work is to be in .or cease for an undetermined T��j� T Y 3 9 ! (� OWNER length of time; VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent pubtic road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook. Sec 3.02. Furthermore, access to other properties affected by this project shall„ be AGAPE CHJUSTIAN FELLOWSHIP CHURCH maintained through construction. 9. Contractor shall ensure adequate drainage .is achieved and maintained on. the site during and at the end of C/o JOHN DICK construction. 345 MACEDONIA CHURCH ROAD � ®`�3450 10. All water and sewer lines within existing or proposed VDOT right-of-way ore to have minimum 36" cover and, 'STEPHENS CITY, VIGINIA 22655 �� when possible, to be installed under roadway drainage facilities. ° 9` �� `�, O 11. Any unusual subsurface conditions encountered during the be immediately'brought to G i I b e rC l f f d &Associates I �� course of construction shall V Y. i o r n c° 540- 860�- 60"70 ., the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined % & z 11 2. All undercut areas and borrow materials hall be inspected and approved by VDOT Inspector to prior' placement fill c11J �v v �� 13. roadway Y/ p i utAASHTOrT-99wMethodcA, w than tlo m nusd"2' 6" lifts 95%of theoretical maximum density determined b plus Y Y P % of moisture for the full dedicated °street optimum width of any right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Engineers - Land Planners - Surveyors S H Bridge Specifications. A copy of oil tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and further where 150-C 01de Greenwich Dr. 200 North Cameron St. determined necessary by VDOT Inspector. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 p 'VDOT 15. The installation of any entrances and mailboxes within any dedicated street right-of=woy shall meet(540) 898-2115 (540) 667-2139 Z minimum design standards and is the developer's responsibility. g C,E MADDOX, JR, Z street, a CERTIFICATE N❑, required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated s u 7091 a right- ofd, wa must be provided to the VDOT Inspector prior to acceptance of work, Unit and total right-of-way p P P P may be 0 9 3____ prices P Job Number--- obscure 17. Prior to acceptance by VDOT of any stets, REGISTEREDels, any required street. signoge and/or pavement markings must be � PROFESSIONAL installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. ENGINEER A L� Sheet Number ®f "6093-COV. dwg". ' 0 PROJECT SUMMARY PARCEL 75—A-87C=29.5115 ACRES ZONING: RA (RURAL AREA) SETBACKS: FRONT - 60' FROM R/W SIDE do REAR = 50' FROM RESIDENTIAL/VACANT ADJOINERS 100' FROM AGRICULTURE 200' FROM ORCHARDS BUILDING HEIGHT = 28' EXISTING F.A.R. - 19325 / 1285521 — 0.0015 75—A-87A PROPOSED F.A, 325 / 1285521 — 0.0283 STOSSEL, JOSEPH A. ZONED: RA PARKING: ' EQUIRED PROVIDED USE: RESIDENTIAL STANDARD 200 229 HANDICAP 7 8 LOADING 1 1 O � TOTAL 208 1238 ---- -- _ _ NATURAL FEATURES, l EX. ENTRANCE S52•03'12'E ! \ DISTURB ANY ` NO PART OF THIS PROJECT IS TO DI 6� z 7Q- `� \`o`` ._ 7I0 _ NATURAL OR HISTORICAL FEATURES. rr. r` s N52.03'22" 697.63' ' \'\` `- t: - - 7aC _ i' y ,/� 0 W -�� , Y� rne� S pS 75—A-866 ...' '53+4"�3..� -.., ^`4 tJ� \\ � :1► � O 2 \ d-� `.,,--- � �' � X. F'RA \. 537;8T � ,�`\ x h HEATH, CH ARRES E. ZONED: B-2 �\ �\ ---- UILDING`... r. O. USE: COMMERCIAL EX. 60' INGRESS/EGRESS ��" `� � \ `� � EASEMENT �\J n �r P`RORCISED s o A Ass w op fi'Q \\ O-00 v, R 6 of 00 00 700-_ SANCEX.TUARY '`+ © � 0 ' i • CHURCH �� t' 75—A-86C 0 BENNSKY PAUL E. o a 1 ,_ " �, \ „—/.�' Oi, + ZONED: B-2 00 USE: COMMERCIAL 0 1 l o. / . I 4. Cc n - PE ' 0 N SPACE fit, , Q �i 0 �t J 1 \1 /! \ , O�- 2 5 Ir ' / t ► 6 3tl c� l AT LAKESIDE SECTION Vol AN Lt ' ) " �' \jA�Q ZONED. RP LOT -y VILLAGE t [y a `Qo p _. ._ ^.. J .. _`__:_ � N� �` _...-•-._.__- `�. � \ ,. USE: RESIDENTIAL 6 ✓ \ `h \ L �y \\` \ `�q� 6 fi LOT 205 PIN # 75H-3-7-205 KATHLEEN R. WISEBROD \ E �, MUD a�\ �` a ., gaog` �. ✓ 71 \ I It � \ \ LOT 206 PIN 75H-3-7-206 TROY L. RlCHMAN t3 �, o ,, , �^ I '� \, LOT 207 PIN # 75H-3-7-207 RONALD E. ROWLETT ` }� v1 ` \ `. \ r -7i O LOT 210 PIN # 75H-3-7-210 CURTIS E. k HELEN S. RAY o Lix. -` ^ — �,► .. \ f LOT �` LOT 211 PIN If 75H-3-7-211 DEBRA R. ELANANI �2a - `^ -- 207 4 '0�� { ! r (` 1+g \ •'� \ \ \ \ LOT 210 p \ �. ... x LOT i f 2n� �J ``' 1 \ \\ LOT 1 1.50. 212 50 "kCK ` 75 A 86 DOMINION TRUST CO. s \ \ ZONED: RA a b,3 USVACANT �\ •,`y�\ \,�. OPEN SPACE b. I 'i • �.....�----+...,,.�... --•.ram .. i .......,.,� ^ `•:'- -•-. ` � t Q � aQ•- � � 4 75 Q IN ° J� RFORD, GARY D. ZQNED: RA x % �° f > USE: ESIIDR4 AC b12ram. p . , J 75-1—A FREDERICK COUNTY SANITATION AUTHORITY ZONED: B-2 USE: COMMERCIAL / WATER TANK qC—E10 Mir bo'J'Ut. 0�%#A40, -S ea L- \ x ',...._ ,,-. • j s�� ,r / ,d ' -'_ \ 106 I x 75 A 80B \� 1 \\ 0 r,12.j' f b1 1�+ `p1-F _�, �p FREDERICK UNITED METHODIST 'Q \`\\ \\ ,\t o ,, ,�. �1° HOU ING DEVELOPMENT CORPORATION e1 `�• b1�e 75—A-86D I , ►`� �' , '" 61�'A ` 6 � ZONED: RP GRAPHIC SCALE ....... - C3 \ r; % +�\k b161 `#30MINION TRUST C0 �1 ,� �� r x USE: RESIDENTIAL �o0 0 50 ,00 200 .00 "z- y, , ZONED: RA Lt.,� � 1 y o o t� , % USE: VACANT '� .. �r e1"9 ' �/ / !r v ( IN FEET ) `+ p ,' / / 401 / + �y ►`� % l w I inch = 100 ft. c /'i l A 4 , f1q% / REVISIONS " scale no. date description by ckd. JOB NO./DWG. NAME: 6093-KEY.dwg �P�� H op I- AGAPE CHRISTIAN FELLOWSHIP 1." = 100' DATE: JANUARY 3, 1997 0 Gilbert W. Clifford and Associates, Inc. SHEET GE, MADDOX, JR, CHURCH SANCTUARY DESIGNED BY: C.E.M. o CERTIFICATE NO, 2 � DRAWN BY: D.S.F. 7o9I Engineers - Land Planners - Surveyors KEY M A P OF REGISTERED 150-C Olde Greenwich Dr, 200 North Cameron St, PROFESSIONAL 4 APPROVED BY: C.E.M. ENGINEER Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA w I r r •� i /TO ` t , J STATE HURCHMACEDONIAR 7 A_ 6C Oj _— " J t BENNSKY, PAUL E. : t � , _ _ , ' y ZONED: i3-2 -V � SE: COMMERCIAL" �'. v _ , t , a UTI Y ENi�NT ~. ..... P,,,E p I P C { - r i , r 4'4 E N37 L,2 rl;:4 wf' _ _ t : , - E FJ - 42 EX. SPACES" "';.' .,.-' `;•, -� r' CAISTINO FIRE HYD. ' I ' o ' ' `•,,, n : y w — — 91 j , , SPACES ` , .J r X. -- s E Cl ' r r 4 .� ^,,,.. aa:,, ,:, __mom...•--a••t-• ..-- ,t",.. RFCa.. S "^w i r, 1 y .., I 75—A-874 EXISTING FRAME :4 •. � STOSSEL. JO,SEPH A. : a 0 x: STORAGE BUILDING ,%' I 1 QR _ t ZO 24 O ... — = 2 Wf�E ASPF�AI.T I Vt - tdED:. R A USE: RE�IDENTIAL C Li .•{}'-1 r •'S , Z f r ' W V it v - _ LINING' 1CHANNEI 1 1',,. T. -- 28. rM ' �''`' : - s q k i w _ o r UNINQ � f TOPSOIL STOCKPILE AREA i , a gyp "rl p I S S , c , S� F f ! Dino s w �.� �'' f 1t r! f r r r , , j SF SEDIMENT ,TRAP SAlk 12 s' s rU r 10 tPA CA n , Al Y f l , t, rr' tfi 4"'. y� R •i's'' X'* -C j' 6 r - } i , i , �t"i'. r / !_: " ^.., . ,' ', ,. , •{ i ,. t �'n�' f,g '"^` N,Fr a,>x w.'wS �, jJp' to t7 G - (7a r - X. SE FORCE 3Lbi ' ;E MAIN �� S �' , f A `rr r iAA , um Trl t; `t O� ra S g t 10, Ui I1..aA i Q r k f r ' ti < f , GRAPHIC SCALE a UTILITY EA.SEMCNT ` rer s i jr 30 o as 30 so iza718 , , i ! ` In , F _ : EN A CJAH A S E - - , s , FED inch — ft , _ j,� f 5 i l I` , t , , 1 v , e , REVISIONS- ' » scale JOB NO. DWG. NAME: 6093—SP1. d wp no. date description _ by ekd. / b ---- ��`'� N �� AGAPE CHRISTIAN FELLOWSHIP i - 30' DATE: JANUARY 3, 1997 _ �� Gilbert) W. Clifford and Associates, Inc.SHEET m C.E, MADDLX, jR, � CHURCH SANCTUARY DESIGNED BY: C.E.M. 3 � d CERTIFICATE NO, � SITE PLAN OF DRAWN BY: D.S.F. Engineers Land Planners Surveyors REGISTERED PROFESSIONAL 150-C 0(cde Greenwich Dr. 200 North Cameron St, --' — — - 4 — APPROVED BY: C.E.M.ENGINEER Fredericksbf.#rg, Virginia 224011 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA POCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA (DOWNSTREAMFILTER CLOTH Y COARSEFLOW •I:+�r�� :�i%::+. is • �+ 2-10 ACRES OF DRAINAGE AREA 1 , ter•" ��; � ♦•(�•• • FILTER CLOTH ��►1•►.fir (DOWNSTREAM !! COARSE FLOW%•i'%'•�1� STONE CONSTRUCTION ENTRANCE 70' MIN C%Ilru+c /A VEMENT �A' H MI,,1\MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 7'�� 1 I 70' NIN. B t0' MIN. VASHRACK ��A IREOUXIEC7 10' MIN 12' MIN.+ h---.._ EXISTING PAVEMEII T Amex v D07 .1 I rA ROSI TiVE DRAINAGE '.01 MIN COURSE AGGREGATE B r0 SEDIMENT TRAPPING DEVICE I • MUST EXTEND FULL M10TH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION B-B CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I SET THE STAKES- 2. EXCAVATE A 4"X 4 TRENCH UPSLOPE ALONG THE LINE OF STAKES 6'MAX F•toW � p 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH FLOW 4 BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) REVISIONS JOB NO./DWG. NAME: 6093-KEY.dwg H of ���P`� � z C.E. MADDOX, JR. z � CERTIFICATE NO. D v REGISTERED PROFESSIONAL ENGINEER Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C Olde Greenwich Dr, 200 North Cameron St. Virginia 22601 Fredericksburg, Virginia 22401 Winchester, g' (540) 898-2115 (540) 667-2139 AGAPE CHRISTIAN FELLOWSHIP CHURCH SANCTUARY STANDARD DETAILS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA scale no. date description by ckd. DATE: JANUARY 3, 19970 SHEET 4 OF 4 DESIGNED BY: H.M. DRAWN BY: D.S.F. APPROVED BY: C.E.M. R