Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
38-06 Valley Enterprises Ctr. - Car Wash - Retail Center - Opequon - Backfile
U _ i o c\. I INACTIVE PUFFER AREA � I ;� � � M CO - _-_--_-_... r•CO 00 ACTIVE- BUFFER AREA 760 88-((A))-1 �q COMMONWEALTH OF VIRGINIA a ZONING: 131 USE: EQUIPMENT YARD cm If Q 10 x12 ONCRETE z °, `~ UMPST R PAD �,� ! Q 0CL PROP ,F CE I ) U E /... ! « c a 6.8 -LOT LINE ADJUSTtVfENT0 25 .>co PROP N PROPOSED I TERPARCE CON C�CI RETAINING WALL , , EASEMENT rn 50 20, 0 20, 50 HT VERIES 1 TO 13' 4' CHAIN LINK4FENCE ON TOP a T ' LOADING AEA (SEE,:I,ETAIL SfIEET 5) 756 } 748` 30 I i '. 748. 748.50 10'x12' CONCREtT ° » ,',_; I DUMPSTER PAD _AAD 571 9 E 263.66No r_m l� � Aso ` 747.9 (LOT 3 TO BE SITE ' ( PLANNED SEPARATELY) I C) 5. 74B- 7 -2-D3 0 Gj f r • JMP DEVELOPMENT CO. INC. YVELL TO BF _ T _� o LOADING AREA ZONED. 8-2 h'Bi�UVcD I + gyp✓„ ; i 75038 POLE LIGHTS &YP 4 PLACES USE- VACANT (PROPOSED -RETAIL) 750.38 a� � 749.25 x749.7 DROP INLET H I 8 FM ,{ DI-1 r ! ! (VI R FY �IN DEPT�� y TOP 747.00 + 1 INV OUT 744.5 1 1 , 1 „ I 1 t 49. x 7 9 75 85- - + 1 f M1 I C° LOT 3 4 SDR21 4 .9 CCA))51 o cn SEWER LATER L S-3 �____ 7 25.6 ' V LEY ENTERPR1�5E5, LLC // , 'f� �'`fMH 8" GRAVITY SEWER 1.0457 Ac. 55' c�6.3% ► 'jFS--- o fNS�T. 05002 038 �� a (Z UTO A11C AU MA E ElF SEEN ?'" l - 49.79' 0 o NV IN=745.6 c� AY i BA ! AY / / o I I / . _ / \ L R Y ti ZONING: N G• 2 j EXISTING LINES TO BE l ., 42.94, o o INV OUT-742 3 CORNER RE ' ATI U' 1 0 0 _N cli PER ETA 6( IB j ! AY' USE: RET , IL REROUTE AS SHOWN / 414f5RIFY Ex PTH) ` AT ABAND?N PER FCSA R QUIREMENTS o USE: RETAIL `\, 120,PA w wAT� E M 8,�j 00 s# 11 5,000 SF N 1 � = Sys �' % FF = 750.50 FF = EL748.60 s & AS _-- � r 1» L y, I I- I / 749.90` x (4 d ti _ i 1 WL `y- 1 ,43 S x 749.50 471 @14.3% INV IN' 747.50 C4� / <, / ( 749. ,` 748Tv.•, \ SIGN 150 SF to F - L75 _ - 3 _._._- _ / I �.. 1 0' HIGH E� E a., ' /. o / 754. ° INV 71 rp �3 . \ - aC/0 o w� fh __ x 1 i U7 x749.90 j x749C � x 6`. x 7, 5.80 74 .91 1 _ /O 749 81- __ 3 _ / . _�" T- x 4 SCH 40 PVC SEWER LINE _ tea. _ems` 7 i MH-1 - S __ 747. 1 � L� 5 - / ` "- \ 45 -@TJ 7% INV IN 746.50 RIM-746.25 , - -�- ___ --- _ INV OUT�7 2 •� 1 _ INV �V`=BUT 4 ,50 - � - __._ _ `� \. �`� 3 � L` � �' ��, a i � � 15.52' � ` 6,/ DIP CL52 747 " E - - _50' BRh� \ , ?' x 5 BRL r _ _.. J �_,� R--A69A' ; , SEWER LINE S-3 _ S r r 749.56 �i _.._. __ _ / _._-__ ^t '386 , _- �� �� - S -� (j "`� - - ' `� - _ �-- / RELOCATED 8 F h t20 7, :t r 7 \ _ $ `..• $ ) \ --- ________ USE- 7£v y SJtV L.D. 17 `-.0 PROPOSED INTERPA CEL CDNr, rECTO S+ USE- RE,3,V� 1�?�iL S LOWER MAN f�'QLE P / �~ -INOR :(S EORESS EA EMENT; y - _�0'iS 4"� 3 `~-S SIGN 100 SF // o NV�?IN=743.38 N 7 TOL 74 .2�5 s FUTURE IN r r ;r o 7=740.67 00 E�S�i�JT 67.00 a,� I, �_ -- / �� , // / S o- S o s MH- RPARCEL _.._ -\. r S -_ , ``Y S _ma's __-s 5 Rl - 50.61 CONNECTIQN 749. 1 s. - i _ x, s _� iff i S / s 5 INV IN=741.9 , i RELO ATE Y !j 9.00' �/ VAC UMW 749. -- _ �`�� s --dl �m°J� S GSM 5 �. s -- » INV OUT 741 1;752.25 ISLANDS I -- _ �� / �, �,s- R11I�= 5 . / RE 0 T W LINE \ WIRE BEHIN tv T9 '` �- f r `'EX V IN 0� g CU R ; E _ -1 j; 0 1 , d _`_ -- `1 » 1 EX l V 739.9 + NSF RAC _.`'' _.._ ( 4 UTI IT SEM N \ FORL 1 IN I - o P L L GI; IT!_ YP _2 PLA S / f i COR DR L O +r` _--749,-�0 $ F 75 .00 ° OP INL _ ° _ DROP INL ; ---E = - __ -- _-;, --- 0P_ : J�E.T -- ___ 2 _ -, TO}' T5.5`Ct T ---- ROP INL E E- - �, __f E ��- _ - - - _ ~� - /i - - - --- - �._ - _ _' L----� TR�INSFORMER - _ -- _ - - 8.. 4 a0- 17r�- ' 4 E E E - - �_ __ E _ r E »---- w - of v, w - �2 _ ( ; I___ W _ - _ �r F� .. s / `- POLE LIGHT TYP 4 PLACES ° I INV O 741d 4 INV OUfi-7A STOP-StG o.._w - 4 M- V7 OU 0 �'. _._ •/ , 1 A J-0".`.PEfi�--� _ 0 24 5 0 -- _._...._A ' • ( ♦ , , . •Q d ,• a. , , t - AD ED VDOT ROW i R PLASTIC 't--- _ '��� ?tJ \+ �� R EASEMENT (4' SIDEWA K 4' SIDEWALK; DROP INLE F 1 8' V -`__ _ ---- 44.80 - ��% _ k{ r ' - 0 AD LIiCS I 17 3.9 5 Tom, L ____ _ _%�J - - - `-_-_ ' �'INV EL 41.3 -`�U�;' � `� �'" ` 6VE--EXCESS PIPE "`~-- ' �' - -/ 330.50 1 3�{ % 0 INV OUT 741.26 ? TELE: °° 5 �� {3� Q °oosrF G N RAN g° TOP EL 46.75 r 89°49'48" �.a3 ,.. Y. ,.., a : a" a SD-4 15» RCP °°° C --11E T _ INV QUT 743.46 /. 2 CU18 C_w_. ;4}y F LINE '7t3 9.�i��,r LE.. PED. Z i "'`� SIGI T DISTANCE 750'+ 744.57 45 00- 746.00_748.06 ' END OF 1 t _. _ _ _ f INV�'TW�745.2' <ASPHALT 1tK REMOV�SIGi�L -''-�743'�4' 4 CMP ®2B% �g0 v_ ; `?r 5 TO 'INTERSECTION �axf I' -_ 7, 'l l _ _ - - - / T j' I '17 i .. _ _ �____ �____ __. - ___� _ _ ___-.� _ .w _ _ - ___0� _ _ REMO ,- EX GL '} ®? BORE AND STEEL ENCASE UNDER ROAD 2j - i � '" rn SIGHT DISTANCE 750'+ S E FCSA HIGHWAY CROSSING DETAIL 5 3� s r tL,; l.i;R(t Flir'r���a,` "� 1 Ir P SPEED r Pl>t, ADT 9100 60'.,g, 0. W. I; 01j'T E 277 v SIGHT DISTANCE 750'+ o i a _ �' z 8� TAP B SAMZ x tA NEW C C B €, �_ -,�-, .Q G--6 U ~--,...._ _ .y o i ::;_,_...._ . .� _. �g � r•a •m-,-__ ,. ;� ..... _ F,-....:...,...M.t. �. A •,.,.,�tuIATCH EXISTING CU 74 l .:, ..i> ,z 2 CURB _ t'EW G =6 U'fi� IT 1 P Ct T s" _ 1 744.56 1 746.23 x FLOW LINE o ENTRANCE '' CONFORMING TO XTEND 24 - - YMP _..__P rht�_ __._=--=-==- ___w _ ._ . v_ ___ _ _. _"•-W--- € Q CG-11 STD IV INV = ,39 ` � --. _ _ __ _ r ,-, n - ..., r-�-�=---- - - -�•--- - - - - - .:T � �_' .,` ,w, ¢ _ ! i, PIEW PRCIP L7W0� JMP DEVELOPMENT VALLEY EN)`` c� (k C _1 NEW PRQ_ P ROW D DIN COMPLETION OF ROW f; fCATION V USE: s�q -W�`W.-PReP�-R�--�. � _ �' ?� DOT LAND u._ . _. tv. k_ .v.vfi•H.r<.,....._ .. THOMAS A & SHARON E '- _ W3RK IN 1S, tlP, S GN I � _. CIS 12 1 � �� ��� .. ,....d. ,.... ROW. aR�r GROMLING �� / BOLO AT(ED tTOP SIGN RALPH B & MARY R ! gip;I N INST. #0024992 n`` 24• STOP t MA n_�_GUARD I ZONING: B2� LOCATE TOP SIGN INST. #0024993 INST. #0025491 I AS E�OWN i ZONING: B2 ZONING: B1 ' USE: DENTIST l '� �f�RSHiP I � PRUP. P. CON T. ESM� � � � USE: KNOWN USE: VETERINARIAN E: VACANT {j t 1 a z � � Q Q j �-s a U) Seal and Signature i a, O O O O O O t THp C,�2 BENJAMIN C. uMONTGOMERY po No.030342 �cc, pXN \ SSIONAL +L� DATE: JUNE 13 2006 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 21S-06 COUNTY STANDARDS AND ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 8 ON4W PLACED JTO TE LOVES REQUIRED OTEOW JIXY !. Im w PARFaW SYACooffm OHM SILio HANDICAP PARK�INGSIGN DETAIL SCOILO Prune codominant Prune rubbing or cross branches""' Remove tags and labels -A- -A- 3" MIN. 12:1 12.1 3' MiN. N CG-6 CG-6 01 01 NOTES: 1. HSPACES MAY NOT EXCEED A 2% SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3* WIDE. 4. H%C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. DO NOT purne terminal leader or branch tips Prune narrow crotch angles & water spouts -Prune broken branches Prune suCken Cut away o11 balling rapes 2 =3' mulch kept Remove top of wire basket way from trunk SoH well to .-contain water 446 Widen and scoom hobs in wa, H Remove container and Cut: circling roots if container -grown, or as much burlap as Leave solid soil pedestal - do not possible If field -groan dIg deeper flan ball depth IDia hole 2-3 times root ball wt t BackflJl sal! ' Partla/y backflf, water to settle 1, finish bocmffng Ana for water or We could be Installed) TREE PLANTING DETAIL (NOT TO SCALE) C 3' Saucer 3 C 2- Prune out an dead or brokebranchee� rl/rrrows all tags, labels, strings, w*" eta fr>ffl- plarc 2-3' mulch Set top of root ball equal to or 1-2' above grade. ,'Jo +.: tr,!. Remove container; use sharp blade to make ' f• four 1/'4 -1 cuts the ' lerqift of boll and cut a 1 4' X on bottom of +t` ball, loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead �-� h-'&" branches. all tags, Mbell� vies, etc. from I' mulch Set top of root ball eeqqual to or 1-2' abovt� grade. r roped burlap got boll. Dig hole 2-3 times width of root bap. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) EXTERIOR LIGHT PDL E 4' CHAIN LINK _,--I FENCE #57 STONE I i _ I i ��- #7 - 9' o c, #6 - 12 o•c. t i i VARIES TO 14' { 4' WEEP HOLE 25' o,c, { i U #4 - 9' o.c, I 12' MIN #6 9° O.C. COVERAGE ' 6 - #7 CON'1 RETAINING WALL DETAIL LA NDSCA PING SCHEDULE Street & Canopy Trees 36'02'14"E USL: RLSiD£NCE I tsz.v l 1 6.78' EXISTING 6' WOOD FENCE INACTIVE SUFFER AREA -' r ACTIVE BUFFER AREA \ 86-((A))-1 COMMONWEALTH OF �� s� ViRGINIA �p ZONING: B1 USE: EQUIPMENT YARD N -� 1O'x12' ONCRETE UMPS 7R PAD PROP CE r OT uNE ADJUSTMENT 25 r RETAINING WALL HT VERIES 1' TO 13' (4 CHAIN LINK FENCE ON TOP LOADING EA r (SEE DETAIL SHEET 5) 30 7" r 10'X12' CONCRETE 7a8.5o DUM AD 88'57'19"E W 747.91 LOT 3'0s�''Avra�zSiIE' Hm >7 1 74B- 2-03 JaIP OfVEL £NA CO. INC. zED- aBe 2 POLE LIGHT, &YP 4 PLACES LM 1'ACANT (-RETAL) a DROP INLET H ^ Iw DI-1 TOP 747.00 Q INV OUT 744.5-0 LOT 3 $ 0 1.0457 Ac. _ o g � USE: RETAIL 5,000 SF FF - EL 7 48.60 SI('�1 150 SF 10' HIGH 45.80 7. 747.91 747. 1 1 747. I�1 1 F9.00' I i ' I -DROP IN 44£r9A+ Tvr iT E.91? 741', 0 ' - _ j PW DEWALK 173.95' DRO INLET F T1IP. L� .I. - 347.90' ;NV t6UT�741 i6 FELE. PE iAl N SI DISTANCE 750'+ 744 57t •I ' 0 LNTERgCTION i- EX GL� aj O r % r 1 AU AY A11C ' 8A I = 0 ER RE ATI C14L ER T 6 I 6 00 , I �, � AR AS CD N E S ;n "749. r � I � / \ 67.00' r� 79 r/ VAC UM 749, ISLA I DS \ r 4) 749.75 1 1 1 i 1 � sI• i � i I "7 9.75 85-((A))-151 - 25.6 ' V EY ENTERPRISES, LLC IN11-OING:50020038 02 �2 i USE: RETAIL 8 �0 of 750.50 w <A 749,50 CAI 749.90 0/o ! 4 N o L` o _ .50' BRl _ _.__. _..._50, eRC' 49.56 I SIGN 100 SF 35' HIGH 749. 1 - ST. 4CF N I $ c 74 00 7- pl3a'fq- 'x3i)"' PER- S 24" ADJUS -� LASTiC -� 44.80 �. Rt=WO'*E_EX -AaR- o st TOP EL 746.75 `- j CG-11ENTRA 15" RCP �_12 INV OUT 743.46 m r r v si. 45-00� 746. 11W=745?' '748 lay REMOVE_SIGtL� -" INV& 4 W 02ff / SIGHT DISTANCE 750'+ rz NEW CG-6 C 8'2',CTJRB v Ct1T r 7 44.56 FLOW LINE /` 7 23 ENTRANCE ��- Ki1E D--24` - F t: - CONFORMING T0, CG-11 STD j _ __-� _--_--rr► •-`=+ }- �y /INV s `pb9.09 a W PROP RQW _ JMP DEVELOPMENT VALLEY ENS /\� t_;5 i UI NEW POP ROW DE i CG-12 ?" s';rGN THOMAS A & SHARON E -' W1 i r0"TPED GROMLING CG 12 } ROLOCATED STOP SIGN •' , I INST. #0024992 �` 24' STOP BAR MAXWELL T. MANDEL ZONING: B2 t�� OCAOTWN STOP SIGN INST^,�0024993 Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity RO Red Oak Quercus Rubra 2. 5" Caliper 50'-75' Brown 16 WP White Pine Pinus strobus 6' Tall 20'-30' N/A 0 • DW Dogwood Cornus Florida 2" Caliper 10'-20' Red 12 Shrubbery & Groundcover Planting Size Mature Symbol Common Name Botanical Name Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 6' Evergreen 0 Cranberry CC Cotoneaster Apiculatus 24" Tall 4 ` Purple 0 Cotoneaster BW Boxwood Buxus 36" Tall 4' Evergreen 52 LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. LANDSCAPING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 47110=5 Large Canopy Trees 112000 SF IMP 1 - LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 28 28 Shrubbery 52 52 4' Evergreen 0 0 750.38 81 Uy INV 748.1 �- !t 75'EV0 Zrr FUTURE 1-TERPARCEL LIGHT TYP LACES TED VDOT ROW y D�kff£4D 4' SIDE • �1 LESS PIPE` _ _ 33'0.50'�' - 2, cups 89'49'48" C OPEU 6 !, i � ,gyp , � �• /�/ 1 �� rn SIGHT DISTANCE 750'+ As fR 5?'EriJ f u ,r sir?CAa.' ADr glop YYi?,'Qakf.. R0,"17F 277 NEW 0346 CURB MATCH EXISTING COMPLETiON OF ROW_ JION VDOT LAND USE BE=RFn Frr& Al I J 1 IN Row. RALPH B & MARY R GUARD INST. #0025491 7nNIMP.- Pi z z Z Ly ? 0 z CL (r) Seal and Signature o g Q > > ca CY Ce CY 0 0 0 0 0 Q ILL,PATH OF CC :�' > > > > > BENJAMIN C. Seeding Schedule (per section 3.32 of VESH) u v ko o w '.0 w MONTGOMERY I' o 0 0 0 0 n 1.)Topsoil will be spread at a minimum depth of 4 No, 030342 � o M71- 2.)Pulverized agricultural limestone will be incorporated into PO the soil at a rate of 92 lbs per 1000 square feet (2 tons per F ti acre). SS"ON AL. �� !' DATE: JUNE 13, 2006 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 ibs per acre). SCALE: 1" = 30' 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33016 Red Clover. THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 215-06 5.)Straw mulch will be applied to all seeded areas at the COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR rate of 3500 lbs per acre and anchored with cutback, or CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 8 emulsified asphalt applied at a rate of 200 gallons per acre. ADMINISTRATOR PRIOR TO CONSTRUCTION, LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP SCALE 1 "= 1000' si o EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Al p i B , ,o 1 ® A CX) N co o 2 The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control 52 a 1A t i t ` i : v q � o EXISTING EDGE OF PAVEMENT EX EP 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or • ` EXISTING EDGE OF GRAVEL EX EG 4, The contractor shall coordinate with and arrange for inspection by, the Authority, conflict between the Standards or Specifications and Regulations, the most stringent shall govern. 58• R4. allLO • ' �, �. + 0 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Q , . • ` EXISTING CURB AND GUTTER 6, When an existing water main is tapped for the installation of a new line: Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. , • 6�� • , EX. INTERMEDIATE CONTOUR 45 a) The Authority shall furnish all labor and material. b) the deve%per/contractor must: V3. When working on VDOT right -of- waa// traffic control whether permanent or temporary,shall be in accordance with the current edition of VOOT's Work Area Protection Manual. Furthermore, all traffic control ' `� + • ` . - • + .. ® , o • •` : . 1. make application and pay deposit. 2. the tap location. fla ers must be certified in accordance with Section 104.04(c) of the VOOT Road & Bridge Specifications, 99 9 1®,Z a� 1� ® r�� +, • ® • , • �, ' • EXISTING INDEX CONTOUR 50 mark 3, coordinate installation with the engineering -assistant. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal ,� v °`' , ®, ®• , ` i • • ®� ®+ . • . ' s . + , , �► ; o 0 a EXISTING SPOT ELEVATION X 50.0' y- P 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. poles, junction boxes, controllers, etc., owned by VOOT or private / public utility companies, It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the R�'y .. r + + ®•., • �j ° . ` ® + = L% a, Q y > CD EXISTING TELEPHONE LINE 8. The Authority's maintenance department shall furnish, and install all water meter through 2" in size, proposed construction activity. VDOT approval of these plans does not indemnify the developer from this , • • + , v ® • • , s o ° E It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. P Y Y Y•,+ responsibility. ® • • ' - EXISTING SANITARY SEWER Before a permanent meter is installed: a The meter box with its frame and cover, must properly aligned with the co ersetter. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to deemed by VDOT. Any incurred field 141 + ; , •+ • .•• ®. . •• �, a , ®•' ® ,® . , �► o a °' CO a U EXISTING ELECTRIC SERVICE b) The frame and cover shall be set to final grade, change as necessary additional expense as a result of any revision shall ® • • : • c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 ". be the responsibility of the developer. • �, • • ; ; EXISTING GAS LINE;. d) All components of the meter box assembly shall be in proper working order. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use m EX. 15 RCP 9. For water and sewer!services that connect to existing lines: permits for any work on VOOT right-of-way. P , �� . JECT INFORMA TION EXISTING STORM SEWER a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by EXISTING FENCE LINE b) An Application for Service must be made and fees paid before iwork will begin. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies Owner Developer c) The Authority shall furnish and install %,", 3/4 ", and 1 " water services, and VDOT prior to initiation of work. Valley Enterprises, LLC Valley Enterprises, LLC EXISTING DITCH LINE 1 " �� d) For all 1 and 2 water services, the Authority shall make the tap and bring the piping the V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined 126 Cole Lane Winchester, VA 22603 126 Cole Lane Winchester, VA 22603 EXISTING WATERLINE W/ TEE ' T ' i ri property, line. The contractor shall furnish and install the meter vault assembly. The Authority will the length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. Phone - 540 539-5393 ( ) Phone - 540 539-5393 ( ) install meter. EXISTING FIRE HYDRANT EX. FH e) The Authority will install all sewer laterals. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public EXISTING WATER VALVE 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly roadway via a construction entrance that is constructed and maintained in accordance with Section 3, 02 of the Virginia Erosion & Sediment Control Handbook. Furthermore, access ito other properties affected by this project Property Data Building Setbacks Per Code Proposed Tax Map Number 85-((A))-151,152,153 (to be consolidated) Front: 50' 72.6' must meet ASSE Standard No. 1015 or 1013. shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address Fairfax Pike Left Side: 0' 3.5' EXISTING REDUCER 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who Area 1.51 acre Right Side: 0' 21.2' check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047, Any exterior, shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Zoning B2 Rear: 0' 30.9' C c �o EXISTING TREE DRIP LINE privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately operation, Deficiencies shall be promptly rectified. Legal References Inst #0025353 Inst #0025354 Parking Setbacks Per Code Proposed before the backflow prevention unit. Radio read remotes are required. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Inst #0025355 Front: 5' 5' ° o PROPOSED FEATURES 12. FCSA to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and construction. Proposed Use Car Wash & Retail Stores Left Side: 5' 5' o c its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Right Side: 5' 0' (JOINT) QJ V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) Zoning Data Rear: 5 72 4- •� GENERAL NOTES PROPOSED EDGE OF PAVEMENT PROP EP inches cover and when possible shall be installed under roadway drainage facilities at conflict points. Open Space Minimum 15% = 7,200 sf Space Sq. Ft o c PROPOSED EDGE OF GRAVEL PROP EG V12, An unusual subsurface conditions e y (.g,, unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered ° Open Space Proposed 15/0 = 7,Z92 sf Use For Parking Unit per • � C3 r rJ during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work F.A.R. Maximum 1.0 ,� a 'Q (n r W •_ 1. Permits must be isstmed from VOOT prior to an construction in a public right -of- , P Y P 9 Y shall cease in that vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q 9 Y 9 PP Y F.A.R. Proposed 0.19 Car Wash 3,433 sf 1 per employee c 42 cfo PROP. CURB & GUTTER PROP CG-6 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior Building Data Retail 8 000 sf 1 per 200 sf p v ; v `�° y -0O O 4.5 to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the Type of Construction 2C -Metal Loading Space: 11,433 sf 1 per 30, 000 sf o � O PROP. REVERSE CURB & GUTTER PROP CG_ R 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering sample obtained is representative of the location. When soil samples are submitted to private laboratories for v and leaving the site. testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and Proposed Use Car Wash/Retail Stores 42 Q N M v Ln ko N ca PROPOSED CONTOUR 50 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of that testis shall be performed in accordance with all applicable VDOT standards and procedures. 9 P PP P Total Parking Spaces Required � 41 4Q � y, .�, -W &,, .4, NNNQQINQ)N Q Qt PROPOSED SPOT ELEVATION + 22� this site will be the responsibility of the developer. All damage must be repaired to original conditions. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Proposed Area 12,320:sf Height Maximum 35 feet Pr. Parking Spaces 42 r Q U) U) � �n (n�n cn "Virginia inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A within plus or minus Height Proposed 20 feet PROPOSED STORM SEWER PROP. 24• ADS 5• A construction entrance must be installed in accordance with the Erosion and Sediment Control 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, # of Handicap Spaces Required 2 Handbook" Section 3.02. The contractor must maintain this access for the duration of the project, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge PROPOSED SANITARY SEWER 6. The contractor will be responsible for adequate and positive drainage of this site. Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. Sign Data Freestanding Sign Area Allowed 100 sf Pr. Handicap Spaces 2 PROPOSED TELEPHONE 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Freestanding Sign Area Proposed 100 sf PROPOSED ELECTRIC 8. All construction wi//'be done following the laws and guidelines set forth by OSHA and VOSH. VDOT. Sign Height Allowed 35 feet # of Loading Spaces Required 1 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT Sign Height Proposed 35 feet PROPOSED GAS LINE 9. The contractor will notifyengineer of record of an discrepancies between the approved plans and existing site 9 Y P PP P 9 minimum design standards and is the responsibility of the developer. 9 P Y P Sign Setback 10 feet g Pr, Loading Spaces 1 PROPOSED WATER LINE conditions. 1. 10. The developer is responsible for the relocation of any required by this site V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account basis following the Manual On C®ntaCt Numbers eals an�,l Signatures PROPOSED WATER METER ®1 Wm utilities plan. receivable Uniform Traffic Control Devices. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. PROPOSED FIRE HYDRANT PROP. FH 12. All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V18. The developer must provide to the VOOT Residency Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VOOT Residency Office prior to acceptance of that work, Unit and total prices may be obscured. Engineering Firm: Montgomery Engr. Group, Inc. (540) 869-0308 Surveying Firm: PATH OF �G V j 'Q U pavement must be inspected and approved by a professional soils engineer: A geotechnical report supersedes O G`� COMMON LABELS &FEATURES this note if provided. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density Montgomery Engr, Group, Inc. (540) 869-0308 Zoning Enforcement: BENJAMIN C. ? 0: Q PROPERTY LINE OF PROJECT 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test Department of Planning 665-5651 De P 9 (540) U MONTGOMERY .o � ti are approximate locations and not all utilities may be shown, reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a Site Inspections: � No. 030342 cvLU NEIGHBORING PROPERTY LINES 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. Department of Inspections (540) 665-5650 Erosion and Sediment Control: OX, FS rA (( 1� V NN- Q SIONAL ~' , EASEMENT LINE of each workday. Department of Public Works (540) 665-5643 W PROPERTY CORNER FOUND ® 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bridge Sanitary Sewer and Water. _ W ; Specifications, Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Fred. Co. Sanitation Authority (540) 869-1061 u� O � O U PARKING SPACE TOTALS 12 16. The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed area that will be left for more than thirtyY A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VOOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be Teleahone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION W � O present during the construction and testing of the control strip. v 'Q U ADA HANDICAP PARKING STALL days. Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. ti ®C V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be LLi 1. TMEN DE NO F INSPECTION GENERAL N SIGNS v explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing U J Q ® Uj ®l�i%1 Gelie%-el N®t-e5 g SANITARY MANHOLE IDENTIFIER O -- - -- - -- -- - pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1, Where soft, yielding, or foundation the foundation design for foundation J � LZ _ Maximum 1. Exterior lighting will be provided by wall -pack �1 2• Building(s)must comply with the Virginia Uniform Statewide Building Code Sections and the International Building P Y 9 9 9 Code/2003. Other codes that apply are ICC/ANSI All Accessibility and the Usable Building & Facilities. otherwise unsuitable is encountered and/or need stabilization shall be determined by the engineer and approved by VDOT. W STORM DRAIN STRUCTURE IDENTIFIER PP Y Y 9 Environmental Existing Disturbance Proposed lights attached to the building & lightpoles. � 3 The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent LIGHT POLES limitations are exceeded for the type of construction under Table 507 of IBC. A design professional licensed of the Commonwealth "of Virginia shall seal the structural plans submitted for V23. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. o o Floodplain 0 acres 0% 0 /o glare on neighboring properties. 3. Outdoor trash receptacles will be in an enclosed 4• building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet Lakes & Ponds 0 acres 0% 0% six (6) foot fence. LOCATION OF TEST PITS 5• requirements of Chapter 17 of IBC, 6. o , Maximum slope across handicap parking stalls shall not exceed 2 /o V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VOOT's installation criteria. Final approval of guardrail layout to be given b VOOT after grading is most/ complete. '°p 9 y 9 y 9 9 y p o o Wetlands >IAC 0 acres 0 /0 0 /0 4. This project will not disturb any environmental A greas%i/ seperator shall be installed if a floor drainage system is installed within the repair area. Sinkholes 0 acres 0% 0% 0 features as defined by the Frederick County TRIP GENERATION DA TA The 2003 International Building Code can be utilized for building design, Natural W. 0 acres % 0% Retention Areas Zoning Ordinance. 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES Steep p o 0 o P Slopes >15/0 0 acres 25/ 00° granting easements shown on this plan. 6� recorded and copies sent to the � Z INLET PROTECTION /p FIRE MARSHALL GENERAL NOTES DATA TAKEN FR M THE I. T. E. MAN ,� h E ® U L 7t EDITION Woodlands 0 acres 25 /0 0 /o partieseintvolved.e cn v C� Z (S Slf7, Retell Center 44.32 PER 1, 000 sf X �,400 sf = 372 A WDVTE S 7. All utilities that will service this site must be PROTECTION 8OP 1, An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. "No Car Wash 14.12 PER 1, OOO sf X 3, 920 sf = 55 A WD VTE'S laced underground. p g �? ;;2:� CL U)OUTLET 2. Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, MP # APPROVALS SP # > ~ CHECKDAM ®CD 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. Total for Drive = 427 A IWD VTE's Q o U O o O o p m 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. DIVERSION DIKE ODcr 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. Q OO L2 12 L1.1Q oc OO O pp RESPONSIBLE ND DISTURBER LANDSCAPING NOTES ° � (Z ° 04 SILT FENCE W/ WIRE SUPPORT yyF j 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations Frederick County Zoning Administrator Date W NAME: and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. o 0 0 0 0 o SILT FENCE W/O WIRE SUPPORT $F o c N� c � CERTIFICATION #: 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots 1, Site Plana approval from VOOT will expire three 3 PP P Oyears from the date of the approval letter. � � � � N- r� oo � n EXP. DATE and be well branched. The planter shall guarantee all plants for one year. 2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. � SEDIMENT TRAP ST 3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval, if construction is DATE: JUNE 13, 2006 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in to the owner, not in progress at the end of this period, Authority approval shall be void. the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A CONSTRUCTION ENTRANCE CE 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor Public Works & Designer '° 9 q 9 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick PP owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections, shall be void. 5. The Frederick Count Department of Inspections a Y P P approval does not constitute a building permit. Building plans FILE N0. 215-06 prior to commencing any site work. County Planning Department, must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. requirements and be approved by Inspections. SHEET 1 OF 8 0 oM 00 N I _ I O co C7 cf) 60 86-(CA))-1 LO COMMONWEALTH OF VIRGINIA O I ass 1 %so \ rn1 ZONING: B1 J �� USE: \N EQUIPMENT YARD s c o 10'x12' ONCRETE z mco N Q 1 I / DUMPST R PAD `i�' FENCE O ,� a o i PROP LOT LINE ADJUSTMENT �► o @� �- ♦ 50 25 � � o c PROPOSED INTERPARCEL CON CT❑R RETAINING WALL EASEMENT rn HT VERIES 1' TO 13' 50, 210, 0/ 20, S0, 4' CHAIN LINK FENCE ON TOP I LOADING ARE � (SEE DETAIL SHEET 5) 748.30 � 28" BOTTOM &TOP I 748.50 748.50 x REDI-ROCK WALL S88°57'19"E w/4" DRAIN TILE -- 263_66 ------.__-- LIGHT AS SHOWN ------ ----DAY - -- x x x 747.9 (LOT 3 TO BE SITE S° 751.00 1 i o PLANNED SEPARATELY) 5. w N o o 1 C�'x12' ONCRETE 74B-(7)-2-D3 JMP DEVELOPMENT CO. INC. 0035- B ZONED.- B-2 750.15 0 �C°,, DU�Mp 'T R PAD ELL TO BE LOADING AREA 750.20 w/E' FENCE REMOVED + 1 r POLE LIGHT �YP 4 PLACES USE- VACANT (PROPOSED -RETAIL) 750.70 � N x - 1 0 o DROP INLET H 749.25 x 749.75 �`? r 8" FM CA DI-1 TOP 747.00 >> INV OUT 744.5 w • j n0 . 1 (VERIFY 7 9.75 LINE�IDEPTH) i » o0 LOT 3 4 SDR21 cn SEWER LATERAL 0 1.0457 Ac. s8J-CCA))-�51 4 ESQ x AUTO ASH A"'oWA;" EKY , 24 V LEY ENTERPRISES, LLC S-3 �Y �"" SP��w�" sP aA"'"�" / 1 / t » 8 GRAVITY SEWER 55' @6.3% w 0 � I AUT ATIC - AU MATI i o INST. #05002t�038 F SERV LF SER #' Rl 49.79,' 0 o INV OUT 4742 13 0 = CO R IREA ATI Y LF E ZONING: B2 EXISTING LINES TO BE / - l 142.94, �NV /2.87 C O N c� PER TAB E 6 IB R m Y REROUTED AS SHOWN 7 R USE: RETAIL / I ABANDON PER FCSA REQUIREMENTS (VERIFY EX. L'PTH) t USE: RETAIL C� 200 � 01 ATE SEP R TOR _ AREA P R F ATE R CAI / I 5,000 SF I SE 8,000 sf / FF = 750.83 - / i' i FF = EL748.60 WL cn "° �" AF ' AS � I � 3,4 SF 9.90 1 " L » f w6 / x "7 .9 x 749.50 47 ®14.3% INV IN 747.50 w! / / 749. ' I y SIGN 150 SF - F 750 I -+ / , 10' HIGH -�N xL 17 - E OY 49.9 S) j C/O-V0 x 9.90 0 / x750.23- 50.38 n t INV 748.1 t x 745.80 74 .91 747. 1 _ i. MH-I 5 RIM=746.25 I �. ° C/0 y I 4 SCH 40 PVC SEWER LINE / x @11.7% INV IN 746.50 ry / 750 12 x N 1.2 1 CP I OUT 741.23 � INV IN=743.50 1) 50 o G o i t 15.52' -��� � . , .. " 747 �4 6DIP CL52 . � » 4 TELEPONE - 50' BRL \----__ - » x �VrBRL I / I - � TI I � \ 2 4 ELECTRICAL I I / ._--- SEWER LINE S-3 - s _ CONDUIT yy -� / F �20 PROPOSED INTERPAPCEL C❑NNECT❑k 27g @1.O o � ; CONDUIT 36�t SWEEPS 749.56 D 8�� \ LOWER MAN HOLE TOP N _.NG`RES'�-�GRE--SS I 11TERPARCEL EASEMENT o N�IN=74 w 3.38 o ooSEM --- __ T=740.67 - /67.00 r � l�T' 749. / SIGN 100 SF J� / TO EL 749.25 `� o 35 HIGH \ -/� o X - 749. 1 J� -_ I / MH-3 FUTURE R1 50.61 j CONNECTI%N INV 1N=741.9 , 752.25 I �RELO ATE Y I 9.00' WIRE BEHIN o / CURB T NSF RMEf� I 0 �� as P Lo L GHT YP 2 PLAC S UTI VAC UM SSM lNV OUT=741. - ISLA DS - ----, ---� �, I ! I � RIM= 5 � OC T WEIR LINE - ��__ ' 7`I� _� I , I I EX V IN- .02 3 4 TE EC W S t - 1 TAP ' EX / V T 739.9 - DROPiNL T E 6" / - o 1 IT E SEMIN 0 FO 1 LTOF' 749. 0 COR DRILL o0 0 4 TELE HONE � W ti Q ,y ��� ,. 00 a - _ - - - , 9.0 _ _- ,DROP I 749. 0 o CO NDU i t_ INV OUT � t � � � � STROP I -DROP INL = - ,� $'_T 1 UP 7276.5r .,C_ _ INLET ^ -zap- : 59- 2 TA` - - 75 .00 t x W ( v J Q I 41.14 7 ° ! ° T "" ° 2„ WM IN - - - -�---- - - - R FH .TRANSFORMER POLE LIGHT YP 4 PLACES t ill INV 0 741. 41.40 - Z�, STOP SiGiv »TAP d _- INV 742.,)� �� -- --r ADJUST VDO I RO�" "x30'* P'O +' _ ° I o o. ° a. ° e 24 STO A --- -- - - - --- Ri __ q nn T��^, n� _ STD 0 _ 5" CONDUIT AD TED VDOT ROW I I - i UVWITr= R PLASTIC '�+ 4 SIDEWALK � '-- 173.95 DROP INLET F g" GV - TO TR NSFORMER - ----_ 4' SIDEWALK 44.80 A ; O U Q U � - - - - TIIP _EL 1�4 50 __ - INV IN EL 741.36 347.90 - - 0 -- _ - MOVE EXCESS PIPE - - - - P"IN1=E=7; - - - 330. 50' - - - - - O L 1 , � > 62 INV OUT 741.26 C °°° » °o °° CG-11ENTRAN oa - TOP EL 746.75 / 89°49'48"VV CL `V O Q ���� ' SD-4 15 RCP 2' CUR CUT _ INV OUT 743.46 /- j T J J Z � INV - 741. ( -' � SIGHT DISTANCE 750'+ 744.57 40 FLOW LINE z - --= r -_ __ _ - 746.00 END OF Q Lij � 215 TO INTERSECTION WL-A 1 REMOVE 748.06 IN '15� V=744.3' INV=745.2' � - SIGN - _=740-4' 34' 4"CMP @2.6q ASPHALT L ] 0 HIGHLANDER 8 SD R 21 ---- - - - / V - - TO REMOVED - / r- 55 EX GL BC)RE AND STEEL SEE FCSA HIGHWAY ENCASE UNDER ROAD CROSSING DETAIL 5 Qj m SIGHT DISTANCE 750'+ N�) ADT 9100 01 o z 8" TAP B)JSA SIGHT DISTANCE 750'+ w U) - _ NEW CG-6 IT 74 CURB 2 CURB CUT NEW CG-6 CURB MATCH EXISTING CUR 114 z z CS °5 m 744.56 Of 746.23 FLOW LINE o ENTRANCE x -- �-- _ _ i /EXTEND 241' CMP C 18' INV = 39.09 tOW _ _ -� CONFORMING TO Q - - '�' CG-11 STD -- - - __ __.- - - -___----- _ _ - - - - - S% /7 Seal and g nature , W a � � O, \ ro -NEW PR❑P JMP DEVELOPMENT VALLEY ENT` °oo N -�-� U ON COMPLETION OF ROW � � • 00o CG-12 NEW PROP ROW D DILATION VDOT _ LAND USE J �`°> C) o O R O F�-RE];w' \ � P �u.IRF..Q_�nR nll Q o � � � � 2 � 2 �. STOP SIGN THOM AS A & SHARON E aR GROMLING CG 12 '� W RK IN ROW. P RALPH B & MARY R R❑L❑ ATED STOP SIGNcl� H LT OFV I6 �� r� o > w UI Uj � TOP SIGN INST. #0024992 ' 24" STOP B R MA L T M NDE I GUARD cf2 ZONING: B2 LOCATE T❑P SIGN INST. #0024993 INST. #0025491 BENJAMIN C. y I W d `ko o o a �JE=RSHIP USE: DENTIST AS H❑WN ZONING: B 2 ZONING: 131 MONTGOMERY No. 030342 w o o o N N 0 KNOWN I PROP. P. CON T. ESMT. USE: VETERINARIAN USE: VACANT o,\ �Ss rr� � a I j I 10A I I A L DATE: JUNE 13, 2006 SCALE: 1" = 20' I j THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK I COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR FILE N0. 215-06 CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 8 752 748 744 740 736 732 BEGIN V4 LLEY ENT, LLC LOT DI -G TOP 7 6, 75 24' RCP 15' RCP INV O JT 743,46 DI -F 2+18 16'e2r5% INV IN 741,46 212'e1,0% INLET TYPE DI-1 INV 17 741,26 0+16 INLET T PE DI-1 rn 0 O I I > O ti 0 50 100 150 200 SD-4 STORM SEWER PROFILE VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) cast in place access standard flat tap door, cerlreretl in for 4'tliemet.' top (see note 1) manhole varies at properly line 2' max .+-I finished (see .is 2) I grade skid pad roadway box 3' riser section for 4' 2" CTS polyethylene 27" - 25 diameter manhole tubing (PET) 200 psi with cutouts w/ SS inserts at all 45= connectiore I3' min. ---I corporation dl saddle with 2" . orpo tion stop ai:•%'rX •�. !. A {,: •ur�•y�• ^`.1df.'•'�';';,:,•4?r�•i',`i':..'0(•u�"••''k•: V�e,✓l}.•i';x; :r-o water main 6" stone betldi solid support blocks n9 untler custom setter µ 2 gauge Insulated copper Ford stainless ball valve curb stop with PJ r for line tracing, taped C14-44 w/ SS Inserts steel full new manhole (CTS) both ends [B44-777 at 10 foot intervals and MIP plastic plug circle repair clamp, style base section w/ SS inserts); with 2" gate FS or FCSA approved valve operating nut equal NOTES'. � 1. Access door shell be by Halliday Products o ur approved equal. r oa) In non -traffic area - model no. SIR3030 b In traffic area - model no. HI R2424 e 2. Water service crossing street: a) Encased in 6" diameter SCH 40 PVC or SDR 21 pipe. Tice piping shall run from one foot beyond sidewalk. across street, to one fool beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge insulated copperwire (for line tracing) from corpslop to into the meter box [ wrap wire around (typical) corp, stop; wire to be taped to top of PET at 10 foot intervals; come up Into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION -8- SEP 05 752 748 744 740 736 732 250 752 748 744 740 736 732 300 existing llne-7 / I I r-stub 3-5 ft. rex,sling tine x— 6" stone bedding I section of line to be removed CUT IN STANDARD INSTALLATION NEW MANHOLE ON EXISTING LINE -15- SEP 05 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND DMVigE A 4'X4' 2 SrAPLE WNE FENCNO Tb THE POSTS. TRENCH uPSIAPE NANO 7HE LW OF P06IS PLOW b• ATTACH THE Fi FABRIC 70 77E WNW FENCE AND DaM IT 111i THE TRENCH. 4. BACIffLL AND CO1PACr 7HE EXC&%TED SOIL op of manhole at grade in pavement areas unless finished LLL... otherwise directed (top shall be set 24' min. above grade I 1 grade In undeveloped areas) square skid pad 6' thick around manhole frame in developed areas 3/4" x 2" butyl joint sealant adjustment rings 3 "max. 11 " max.) 11, min. in undeveloped areas 3/4" concrete anchor bolts (4 each) concrete ASTMC-150 finished '� •'� grade 4000 psi • • 'r _T s 72" or 16" (typ.) t� waterproof coating . • „ � 1 1"nominal Size butyl joint sealant applied between • • joints and on exterior side •" i 'r of joints joints are to be sealed with "O' ring gasket variable 5" '�'�-'^r • —pipe to manhole connection to be • by flexible sleeve invert channel to provide a , t ', smooth transition in to out, 3'-0" min. t 4'-0" max. for all connections V. 2'-0" max. , 1 � precast invert or grout �'•��! top of bench to be bottom to form channel D/2 same elevation as top of pipe 6" bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used if height from invert out to rim Is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 752 n _ r BEGIN V LLEY ENT, rl LLC LOT DI -E 18' HDPE DI -D TOP 74 9,50 TOP 749,50 INV OUT 7 DI- NV IN 74236 4+10 DI-B 7 6,50 INV OUT 742,32 DI- 410191r07. INV IN 74 ,14 INV O T 741.40 + 09 TOF 744,75 INV OUT 41,10 2+17 IN IN 73 9,6 6 1+87 INV OUT 739,61 INLET TYP 7 - DI-1 0+39 Ln of N ALL INLETE ARE DI-3 ULN o I I > + O Z ti 0 50 100 150 200 SD-1 STORM SEWER PROFILE 250 300 350 400 752 748 1 748 744 744 3,37 740 740 736 1 736 732 732 I 450 0 LOT 48 74B-((7))-(2)-48 RETA H. PALMER I D.B. 769, PG. 1130 I \ ZONING: RP _ - S86-02'14"E USE: RESIDENCE 182.01' _ - - - - - - - 6.78' 45.23' 136.78' EXISTING 6' WOOD FENCE INACTIVE BUFFER ARC- / -- ?so 86-((A))-1 -0 BE ADJUSTED COMMONWEALTH OF AS SHOWN ��VIRGINIA 7ss 0) ZONING: 131 -50 _ _ ~\ a;l USE: EQUIPMENT YARD / 10'x12' CONCRETE \�- OUMPSTER PAD PROP lill FENCE LOT LINE �ADJUSTIAENT PROPOSED INTERPARCEL CON LECTDR RETAINING WALL EASEMENT HT VERIES 1' TO 13' 4' CHAIN LINK FENCE ON TOP (SEE DETAIL SHEET 5) o� I C\4 � � _ S88.57'19"E 263.66' i J f/ / CROP INLET OP 745.50 JV OUT 741. )-2 12" HI =W 1-9;z— z2- - EX GL NX PIKE 'H SPEED LIMIT /}..XTEND 24 CM P 01 13' INV = 39.09 I THOMAS A & SHARON E GROMLING i INST. #0024992 ZONING: 132 OVOIERSHIP I USE: DENTIST I UNKNOWN I I I S 3 SEW R PR LE (BY OTHE S) 0 1' WL 271 '@I.0% 6' DIP CL 2 J J N Mom" 3N 3N 3N o�N z "i II ti k RI Ln 110 CCD D o tia �I r1 +, + RI + ill + RI "0 LEI UJ O i V 'I ND CONST. ESM 50' 20' 0' 20' 50' 1 �J 1C'x12' ONCRETE CU.MPS PAD w/ C F E 4CE 7-11 1 I 1 S, LLC 38 IP 1 w c4 W W 1 N INV 748.1 1 l N cr 1 -P 1 15.52 1n NEW PR OP ROW 11/1 MA 1 T�_�AA DFI INST. #0024993 ZONING: B2 USE: VETERINARIAN J RA PH L B & MARY R GUARD INST. #0025491 ZONING: 131 USE: VACANT 752 Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4 2.)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). C) LL OCO Do N oCO i co 0 WQO (0 QO o 0 to O� U ,M N o .on Lm cD to C) N 7'0 Z TN� > NS 0- - o E o 00 C 748 744 740 736 SEE STORM WA TER ANAL PSIS ^� SHEET 3 SEE E & S NARRATIVE ^-, SHEET 3 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 3311 Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. z 0 Q Ln � C C� a 0 LLI I� 0 LLJ CL Z z 4-, 0 W o O U-1 o O LLI ? � J\ m O U., Seal and Signature RESPONSIBLE LAND DISTURBER LTH OF Q <GP �f'QC BENJAMIN C. MONTGOMERY Q Qf No, Y0,342 \ i @ ` TM SSl ONAL NAME: CERTIFICATION #: W Q M N- M N EXP. DATE 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. DATE: JUNE 13, 2006 11 732 SCALE: 1 = 30 80 160 240 320 THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO, 215-06 COUNTY STANDARDS AND ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 4 OF 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. 36-02'14"E USL: RESIDENCE -I tsz.v I _ _ _ - � o LL - - 1 6.78' o CO M CY) EXISTING 6' WOOD FENCE 0 RP i i4nlox.AP X MIN. 12.1 12.1 X MIN. - I °�° CO (12 X fRESERIoW a PARKING U4Y BE Pucm Of 7 CG-6 CG-6 1000 W FIXTURE l L El V" /Ni "nOW sn/60L ON ONE aAN/G 0 OF A 1J1Y AR#A711NG 7W ��6p COMMONWEALTH OF zZ P aEnr�aEn n< VIRGINIA O 0 UNES MUM Nowff ZONING: 61 0 \ TvE Aoia►Aa1WL ass v�l %so rnl USE: EQUIPMENT YARD a F ACCOSfiXE \N 10x12 ONCRETE No REQUkTO PIEW7Y $on-aoo EFFE07W POLE TO BE 25' (NTS) DUMPAD I Z Na, N JULY 11 18Aa PROP FENCE m �= Q a TI M-ANGIY ZONE LOT LINE ADJUSTMENT ♦ L 5 I O > c :p Q RETAINING WALL 50' 20' 0' 20� 50� C O N E cn o HT VERIES 1' TO 13' a s o NOTES: 4' CHAIN LINK FENCE ON TOP rn c> PARAlAG Sl�FAf 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. LOADING A EA I (SEE DETAIL SHEET 5) 0 c o CONCRETE "iM s1r7P 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 748.30 2s" BOTTOM &TOP r .__ iF I REDI-ROCK WALL 3. WHITE STRIPING SHOULD BE 3" WIDE. 748.50 88'57'19"E w/4" DRAIN TILE HANDICAP PARKING SIGN DETAIL _ _ _ 26 6 (� � � 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK - - _�Hr�GHT AS SHO OR MOUNTED TO BUILDING IF POSSIBLE. - 2 DIA. CONCRETE BASE • S0 1 -� ' 74 (LOT J TO BE SITE I 751.00 PLANNED SEPARATELY) I N 1C a ONCRETE 2' ABOVE TOP OF CURB 74B_((7)_2_D3 750.15 0 DU AP5 PAD JMP DEVELOI�MENT CO. INC. LOADING AREA7n750.2 w/E,' FENICE ZOE&B-2 POLE LIGHT &YP 4 PLACES USE.• VACANT (PROPOSED -RETAIL)50.70 r� 1 0 1 749.25 749.75 o DROP INLET H CO-6 CURB w DI-1 TOP INV OUT UT 74 744.5 � 7 9,75 Cn LOT 3 40 - 24. V LEIS ENTERPRISES, LLC o 1.0457 Ac. 1 AUT ��Anc Aug An sER LF ERA o IN$T. 50020038 � Prune codominant leodei- �� DO NOT pume terminal leader or branch tips _ o �- o o c 1 BAY BA ' Y Y ZO ING: B2 1 o I o = �` CO R IRE ATl 0 P EXTERIOR LIGHT POLE N PER TAB 6 IB s P ■ USE: RETAIL 01 TE SEP TOR I USE: RETAIL ,n 200 P RT A R All 8 000 Sf Prune rubbing or 5,000 SF I ► F� = 750.83 cross branches'�� FF = EL748.60 N. �A _ �; 3 4 VAS 9.90• C4 49. 9� 749.50 w SIGN 150 SF w � F = 750 10' HIGH (N 0 S) ■■ -C/O o 750.38 ; N INV 748.1 •T49.90 Prune narrow crotch 45.80 7. 74 .91 ;n 49.9 o C/O * 750.23 1I1-3angles & water spouts 747. 1 O No 75C.23 751.2 I. g o Prune broken branches \\ --- \ 50 747 50' BRL 50' 1 BRL 1 / I I I I I I 01 Remove tags and labels-� 749.56 I 0 0 0 n�z a-7 nn' SIGN 100 SF FUTURE INTERPARCEL Prune suckers Cut away all balling ropes 2 =3" mulch kept Remove top of wire basket away from trunk Soil wel/ to ,-contain water ' �• 4 W/den and score _ holes In wall l Remove container and cut circling roots if container -grown, or as much burlap as Leave solid soli pedestal - do not possible if field-grown dig deeper than ball depth I Dig hole 2-3 times root ball width BackPll soil Partiolly backf/ll, water to settle soil, finish backfllling Area for water drainage (Pipe or We could be installed) TREE PLANTING DETAIL (NOT TO SCALE) Prune out any dead or broken branches, remove all tags, labels, str/ngs, wires, etc. from plan. 2-3" mulch 2-3" Saucer Set top of root ball J equal to or 1-2" above grade. C 2- Remove container, use sharp blade to make four 1/4 "--1 " cuts the I e th of ball and cut a 1" X on bottom of ball; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead �- nr hmlrwn branches. all tags, labels, wires, etc. from I" mulch Set top of root ball equal to or 1-2" above grade. P rope & burlap Dot ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) 4' CHAIN LINIK FENCE #57 STONE #6 - 12 o,c. VARIES TO 14' 4' WEEP HOLE 25' o,c. #4 - 9' o,c. 12' MIN COVERAGE 7 - #7 C❑NT 96- I RETAINING WALL DETAIL LANDSCAPING SCHEDULE Street & Canopy Trees ' INLE i 6' D �?45.00 -7 TOP-77M. DEWALK J 1 DROP INLET F 173_95 TOP.EL 7411 snNV IN EL 347.90' INV OUT 741.266 EXTEND 24" CMP AND REMOVE. SIG��- -- 7NV'=74a4' j4' %. CMP e26% HIGHLANDER INTERSECTION - - / j FO-ME REMOVED i- EX GL 4" SIDEWALK _ 3k50' 89'49'48"W SIGHT DISTANCE 750'+ ADT 9100 SIGHT DISTANCE 750'+ W r rZ z .i ry NEW CG-6 CUB 2' CURB CUT NEW CG-6 CURB MATCH EXISTING '43.77 r- 744.56 FLOW LINE o ENTRANCE 746.23 _ z CONFORMING TO KTEND 24-'C'CMP 3' INV = �39.09 JMP DEVELOPMENT VALLEY EN EW PRDP pW°CG-12 � CG-11 STD M of g ULOCOMPLETION OF ROW NEW PROP ROW LAND �TRRF MUSE OI1wRFD I J SIGN I THOMAS A & SHARON E CG 12 ' WQRK IN ROW. RALPH B & MARY R GROMLING ROLOCATED STOP SIGN I GUARD 3" INST. #0024992 I 24' STOP BAR STOP SIGMAXWELL T. MANDEL INST. ZONING: B2 A INST�93 I �025491 OWN ^,,.1^ �nr.• R1 Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity RO Red Oak Quercus Rubra 2.5" Caliper 50'-75' Brown 16 WP White Pine Pinus strobus 6' Tall 20'-30' N/A 0 • DW Dogwood Corpus Florida 2" Caliper 10'-20' Red 12 Shrubbery & Groundcover Planting Size Mature Symbol Common Name Botanical Name Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 6' Evergreen 0 Cranberry CC Cotoneaster Apicu/atus 24" Tall 4 Purple 0 Cotoneaster OBW Boxwood Buxus 36" Tall 4' Evergreen 52 LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. LA NDSCA PING DA TA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 47110=5 Large Canopy Trees 112000 SF IMP 4,031 2000=23 LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 28 28 Shrubbery 52 52 4' Evergreen 0 j 0 Seeding Schedule (per section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4 ". 2.)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. U ti CL Q O LJ U Q J� LQ V Q C2 Q LLJ J �P� Q O J Q Wo' CL o a z Q � O � Z ti ti a Seal and Signature LU o g J\ Q a> 0 0 0 0 > 0V m 0 PLT H OF ? BENJAMIN C. 10 MONTGOMERY Q No, 030342 SIGNAL DATE: JUNE 13, 2006 SCALE: 1" = 30' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 215-06 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 8 ADMINISTRATOR PRIOR TO CONSTRUCTION. CM f INACTIVE PUFFER AREA o � CO ACTIVE\\\` 1 � ACTIVE BUFFER AREA ` `' 86--((A))-1 O COMMONWEALTH OF `` --� -�`�'►� VI RGI N I A 755-�-\�`� rn1 ZONING: 131 USE: EQUIPMENT YARD cm 10 x12 ONCRETE Z of w 7 ; UMPST R PAD PROP F c FENCE I �n- a� rin Eo E 6 LOT LINE ADJUSTMENT ��,•25 !I = a PROPOSED INTERPARCE ON Ciil RETAINING WALL , , EASEMENT rn HT VERIES 1, TO 13 50 ��, ® 20 SO j LHAINCE ON TOP -:BEN LOADING A EA HEET 5 t 741�5 30 , i 748.50748.50 110 x12 CONCRE` 4' f DUMPSTER PADS'cj7'19" - \ > W ETCE' -------- - - . `6 6 747.9 (LOT 3 TO BE SITE i, I SD a , --~-- -- 7S 1 - -- -___ -- -� ---, i 9 1) y W `� o o I PLANNED SEPARATELY) ' 5.�7? 7 74B- -2-D3 ' (A , (j o >9 JMP DEVELOPMENT CO. INC. j y�� -- _ � A � ' 0035535 1 cLP -D BF ING ARE I \ p r> ZONED, B-2 f \ , E,9avED I POLE LIGHTI` &YP 4 PLACES USE- VACANT (PROPOSED -RETAIL) r � � 750.38 749.25 J �I� 749.7 _ DROP INLET H f 8" FM %`'e •A ,� „ i I N ( ! (V R FY N \DEPTI) 1 I f + TOP 747.00 INV OUT 744.5 49 1185-((A))-1151C x »k7 9 75LOT 3 4 SDR21 - / 4 9 0 1.0457 Ac. SEWER LATER L S-13 _�. 25.6 ' V LEY ENTERPRISES, » 1 t LLC 8 GRAVITY SEWER 55 06.3% a � / "' MH-2 Lt Au A11C AU MA st�F E SE �� ! INST 05002 038 ► r�` /' u� 49.79' w INV IN=745.6 o I AY BA BA'f A` / ZONING: EXISTING LINES o o INV OUT-742 3 CORNER RE AT] �- kR ,-:' o = a �� { '. ° 2 I ES TO BE2.94' I REROUTE AS SHOWN / / "o, ' �^ .87 �: N N PER ETA 6( IB u I . AY, 1 USE: RE 1 IL. ABAND N P ,�� (kRlf LX � PTH) O 20p o1L w R s P A l PER FCSA RIQUIREMENTS USE. RETAIL �. t! PAT W R E M � 5,000 SF N � � 8 00 sf _ 1 , I F = 750.50 FF = EL748.60 cn, S __ _ _� i 1 L „ I w1 , / „� ole i 749.90� k C+° I INV IN 747.50 / p . 1„ WL ,43� S a _ x 749.50 47 ®14.3% Wj , / 749. ti� - ` SIdN 150 SF ; Lo I F = L75 � / �. T 10 HIGH k ep ,�� E L\ ..� �- ` --� _ C/0 oe�.'wINV 7$$,1 - -- „ 7 5.80 74 .91 LO "749.90 1 7 90/ 1> _-_� �3, ". - w k s I 747. 1 _ t ^ - / 1 �-- 3-`� C 0 u � SCH 40 PVC SEWER LINE 749 81� _ / 7�c, 1 i `N• i. i�MH- f, , ( 5 45 11.7% INV IN 746.50 1.2 i C3� R/M=746.25 i - 7 - - _-- �' m \ INV OUT` 7�1.23 INV 1N=743 50 �' ..__ r - r -INf�--Q(�T._:T4-3.3$ _ 15.52' 50 7 ,� `- 4- - �- _ 50' BR _..._ _ _ _ _ _. __. ! _.-_ _..�. _. -,-_= ` o - -f _ _ L. - - _ r 86, �A),;� 6 DIP CL52 74 F -- -- L\ x BRL, h`0 � Cir;}'liL� r! _ i ', ___= ,_SEWER LINE S-3 /--- s A-,! - - , 749.56 / = / RELOCATED8 F h �20 PROPOSED INTERPA#EL CON ECTOk ' 27t-at:0% _ `' n, -TNGR���fEGR-ESS EA EMENT, a N` `~ `0' S '4a . � %�� S --- S s LOWER MAN` 1 ©L QP / ��` / / �, S 5 USC. ,�'�:5:' j 'V? _ NP?IN=743.38 - i Ea, l 67.003 ---SIGN IGN 100 S�- �,.l -- r o 0o SFt, w / �° �' ___ u -- 5 - o _ MH FUTURE �ITERPARCEL ,/-- `` T=740.67 - ENT \ a TO L 74 2�5 - ,� % / � __ _ s o S _CONNECT fi --� � � � `� � S �' n Rl - 50.61 CONNECTI N ' �- \ i `..._.`_._- k , 7 49. 1 - s _.' 1 o -_ s --- ' s _ _ 5 - l / - s INV 1N=741.95 I/ VAC UM 749. Z ` --`-~--S ,S -�-� _�"' . , � SSM �_ s _.._._. 5 -_ , -- s !NV OUT-741 �'�752.25 RELO ATE Y I 9.00 ISLA DS I 7-1 -- / 1 1 '- -� s '11IG1'= RE OC T W LINE �s WIRE BEHIN Iv 19 - i `EX V ._CUR E - _�� o / , --__ �, - TAP EX l V 739.9 ' i � - FO r IN ! o _ - - , UTI IT SEM N L / _�. PLA S n g, r `�� 749 �0 I COR ORIL o o 751.001, OP IN L DROP INL , --E _`= �-- -�n _ _ OPTEE:IFLET - - 2 ROP IN != _ " TOP'7 b.5tT _ .5B- -7L " w_ - ,... - `- `` - `�` -__ _ _ _ ` - E - - TR NSFORMER4-1 7 4 -`- �'< - �r `-- -- »_-_ w -- s w vt � �, = �`�-=x , "`-=-� �; �V '��1�_ � - `. `w a .'", ;v- � w'� w � � V CU �' � �" � - POLE LIGHT TYP 4 PLACES INV 0 741` - - STOF `StG;_.._. , 4 ., - _ INV OU74 ;T o 4 �y{ g d �,_ �,,� r -- -» ., -A J __- x0" I'E _ 0 24 S (7` ,, `` 4 ' - __ / AD ED VDOT ROW -, a v� . v ' ✓ �i _ IA-?--,-�,-, fR-1 _ R--vim BTU-- !�_nR PLASTIC --__.`_ -- E� e %SE4fCl�i 4' SIDEWALKiE DROP, lNLE F L,> __ 44.80 1� -� - ` �'Co __ati�AO LIMES 4' SIDEWA K r� 17 3.9 5 - �`-- _. - TAP .DEL as 50 8 GV .._..__ , I - -{-------- - - - _ Mom -EXCESS PIPE ___`�- / 330. 50 INV I0 EL 741.36 0 ; i L----�-- - - -I- - - ___.-___347.90 S 9 49 4 ._,..,.....,.._. � INV OUT 741.26 � TE(_f.: r�. €�„ � °g ��' T °, _ 8 ° � g,� �_w _ �' ° TOP EL �46 75 ��T-- _... ......�._. _. , .z s _a SD-4 15" RCP °g° CG-11 EN R'AN ° s �, 2' CURB ,..._ :._ INV dUT 743.46 C /�____.---....___...-._..__._..'--•_. 91 "` SIG 1744.57 '"�- - _ _ _ __ _ _ _ 746.00 } k ;,. HT DISTANCE 750'+ I `0� - - - `-" END OF /� 43' /NV�745.2' 748.06 = �= / , ASPHALT a / P r i;.l;•�4 -7 r i I Wf_A REMOV SlGiy_ -71G�= _4r 4CUP ®2.6.i K �50 ` 1 '1 +,INTERS CTION � �,�, I 9 HIGHLANDER D_F EX GL '.s®`�✓ ERE AND STEEL ENCASE UNDER ROAD Qj i A m SIGHT DISTANCE 750'+ � Sr E FCSA HIGHWAY CROSSING DETAIL 5 ��D _ 35 MPh SPEED ( IMl T FAIR,`• 3' P#I- - o ,1 PA D "' '. 0. v/ L, OUTE 211 ADT 9100 SIGHT DISTANCE 750'+ z 8' TAP B SA � wrz NEW CG-6 CUB I o T 74A `4 ,lS� ..�: ° ` -"` , , f _ - •.v Nz W -, y- j -"' 6 `0112� -.MATCH EXISTING CU i -"2- %URB Gtt�-� - tEW GAG- r 744.56 iElf �~ FLOW LINE''' ENTRANCE --- < 746.23 xff... _ -? CONFORMING �_ FO R M I N _~- .• -v7 ....,,__.:v-. a_-. u-:w__1u _K � N z C 0 G T 0 - XTEND-. 24 MP _ . _ __ _ ___.. _. - 139 09 1 INV = ' JMP DEVELOPMENT VALLEY ENT` c� oa NEW PROP U ON COMPLETION OF ROW k� �$ _ GIP ROW ' NEW PROP QW °o° .� �' C -1 D .DICATION VDOT LAND USE ` 4 � -ilE1vL RRBP--RB �e .. 's, dP�SGN ' THOMAS A & SHARON E cG 12--KIN ROW.H .. NPI `,! -lyf i-"E � f � ! ROLtJ AT�D STOP LP & MARY R GROM Ll N G SIGN Tad' �I INST. 0024992`�t�'� ` �4• STOP MA nE� I GUARD 1� # I '11 ZONING: B2 �� LOCATE TQP 4IGN INST. #0024993 INST. #0025491 AS HowN {; ZONING: B2 ZONING' B1 q, RSHIP � � USE: DENTIST PR�P. , P. CON • KNOWN �, 0 T. ESMT f USE: VETERINARIAN USE: VACANT I 4 4. z �s o Q ul Seal and wgnature z o O a 0 ti 0 0 O O m Q S' \ LTH Opt, O w uj Uj w� rt u BENJAMIN C. v MONTGOMERY I' 0 0 0 o o 130 No, 030342 �� \ \ \ \ \ o �SSIDt11AL N r� DATE: )UNE 13, 2006 SCALE: 1" = 20' THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK FILE NO. 215-06 COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 8 36'02'14"E USt: KLSiD£NCE 10L.v l ' 1 6.78' EXISTING 6' WOOD FENCE i (le x 187 \ 3' MIN. 12.1 *� 12.1 3' MlN. INACnVE BUFFER AREAREMM newt srlleaa PARI*W o Ya -6 CG-6 1000 W FIXTURE M �� ACTIVE BUFFER AREA ^7 nr Aaxrsrlwr� n 7,So w COMMONWEALTH OF IF RE010110 TO aM A0VflY0A `'`' _``` `'� �i ` X rnt ZONING: I B1 c -� _� -ySS �`� 't Mary � .____._ �.___._. -�� `N USE. EQUIPMENT YARD 10'X12' ONCRETE p f` , � � �_-�• LIMPS R PAD Pwun" #100-500 DTE r, rasa POLE TO BE 25 (NTS) -__ PROP � � 1 tamutr aan� 1 -,,,,,,,LOT LINE ADJUSTMENT M .25 RETAINING WALL rJO� LSO' 01 L�U' SOS � °i HT VERIES 1 TO 13' NOTES:+ y w'F" `' '•3 4' CHAIN LINK FENCE ON TOP PAqMW SURFACE 1. H/C SPACES MAY NOT EXCEED A 2% SLOPE. , '`:' V r: LOADING EA 1 (SEE DETAIL SHEET 5) 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 7.a30 » i 'a ..'r: c' 748.50 . 1 10'X12' CONCRETE HANDICAP PARKING SIGN DETAIL 3. WHITE STRIPING SHOULD BE 3 WIDE. =.'" " : ' a': D _ _ _ _ 263.66' ( 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK DUM AD 88'S7 19"E - OR MOUNTED TO BUILDING IF POSSIBLE. 2' DIA, CONCRETE BASE LOT J TO aE WE 751 2' ABOVE TOP OF CURB "B®jj77s� h t - �-- --- -.. (0 \e\�`' �, JMP DEVFL��EANT CO. Inc.&�LO, iZONED B 2 ' ' 750.38 POLE LIGHT; �YP 4 PLACES IESE SAW ( -RETAIL) 10 ^ 1 749.25 w749.75 to DROP INLET H CG-6 CURB Iw DI-1 1 TOP OUT 744.5 4 INV OUT 744. 49. 7 9.75 85-((A))-i51 1 LOT 3 f r! l 49.9 25.6 ' V Y ENTERPRI§ES, LLC I �� $ 0 1.0457 Ac. W 1 Prune, codominant /sodw v _ DO NOT puma terminal �t� ��� _. lQade,r or branch tips _ $ g _ / t ORNER RE ATi Y IN T. _OJOO O38 ! O O AY RA A A ! ZQjy EXTERIOR LIGHT POLE _N PER, T s 1 USE: N RETAILUn USE: RETAIL ,n A) 00 P wA / t I Prune rubbing Or 5,000 SF 1 �n / 1 I 8�D00 750.50 does brorlchea�- FF - EL748.60 s-,. AR j AS , CAI l 749.90 . 49. �4 749.50 w 14 Still` J 150 SF j --"i1 0 N 7 1 h" O C 0 750.38 N INV 748.1 10' HIGH / _ 749.90 Pmne narrow crotch 45.80 l 7. 74 .91 "749. o CEO 4 N 749,81 751.2 c3� angles & wateri 747. 1 q q ' 1 \ o _*_- Pruna broken branches Remove tags and /seals .- i 747, --- - 50, 8RL50, - - -- �j_---. k N to I 49.56 - / . ._. 0 `;l r• Prune suckers 4' CHAIN LINK i" 67.00' ��FU 35oHIGH ® 0 SFr/ CON NEC RE I PARCEL Cut away all balling ropes { » FENCE -� #57 STONE \ H 1 Y 749. 1 5zz 2 -3 mulch kept // s.00' /VACL UM Remove top of wire basket way from trunk t ISLA DS ST 749.i�RANCE..._. N n` Sol# well to i NSF I© ® contain water P PLA s 7a 00 tta Y'�,, ° 4 '►:'�; '` t' ►`�; I .s ,l a IN DROP INlip A - 6 r^ \. ;+fi a y i�4fr96+ TdP'7�FlS.94 M1 -- IN _TR SFOR ''' 4 a LIGHT' TYP LACES /- 741; 0 . ,r INV OU ST w E 1 V , `9 ! '• . 1 m .• `. Sackf ll a01! _ x _ _ 24 9T0„ R ti w.•�+ i » DR INLET F --- - 44.80 S ADJUI'S�ED VDOT ROW #7 9 O C DEN/ALKt. ty tAST1C OUcf/f��p ti`S 4' SIDEWA {v t Pbrllal/y backl9il, #6 - 12 o•c, i j.' r _ 173_95 �h ,u , _ - _ a - - - ' -__ - REJJ(OV6-_EgCE55 3J0.50"-" Widen and core water to settle 1 - - - - - -� -j 347.90' INV I EL 741.36 "'�ROP'Ii�CE - �'11L 1U MN7 $9°49'48" -- 1 RnfBlf 3' . ._ ? n „a INV T 741.26 i -tE P' q s TOP EL 746.75 - , holes in wall � � i `_; ., wa $D-4 15" RCP CG-11ENTRA INV OUT 743.46 2 CURB CUT' i E �("T4 iR. 'ti1 P K N ��12 . { - z r r y. F£t7. �Z ,, VARIES TO 14 s a Remove container and ape I •� x Aroa for water SIG DISTANCE 750'+ 744.57 _ '��- ^ 746. INV-7��• w..M 748.06 _ _ _ cut Circling roots if or file could 4' WEEP HOLE i O 1N SECTION .��� REMOVE_31G�✓ ' 7ND� 34' 4lOP 9261C iM� 44.3 r -Jbp / container -grown. or be Installed) 25' o,c, i r tt _ Y _ as much burls as i- EX GL ! `b - Q Laae�a solid aaJl l - do net possible If field -gam _ r E �� 3 #Pr9 5Z, :L7 l.ts r FKi7,`.ak` F;Is" ADT 9lOO dig deeper Man ball depth #4 g O.C. I rn SIGHT DISTANCE 12" MIN i .6t?,,:� S. nu.fiE 277 r D/Q halo 2-3 times root ball width COVERAGE #6 - 9' o,c, I i �` SIGHT DISTANCE 750'+ Ir NEW CG-6 C `B' o - S MATCH EXISTING TREE PLANTING DETAIL _ .. , 2' CU NEW CG=6 CURB 7 ! - _ RB'CUT _ 44.56 a ENTRANCE - ' 746.23 _ __.___ .. _ __ _�__ FLOW LINE (NOT TO SCALE) 'i - \ �^ _ w_ _ ___ . _. - - - - T� CONFORMING TO ><TEND-241 P -'�-- _._ .._._ _.JMP DEVELOPMENT VALLEY ENS '� CG 11 STD _� W P am` - U ON COMPLETION NV }+ OF ROW W PROP 42[iW CG-12 F� D lCAl10N VDOT LAND USE ' RETAINING WALL DETAIL Sa,,i- _ THOMAS A & SHARO E �` z f ^�WFRK IN RROOW. R' i ALPH B & MARY R �.{��4 a�' �,L � GROMUNG \ RDLpCATED STDP SIGN 1 4' STOP BAR MAXWELL T. MANDEL 1 GUARD INST. �i0024992 �. ZONING: B2 OCATE STOP SIGN INST. �l{}024993 1 INST. #0025491 WN �„ 7r)nllnln• Q'I Prune out an dead or bnaW0 br r amows atl taM labeler strings, wifft et,-- from`- PkW • 2-3` mulch 2-3` Saucer Set top of root buff s equal to or 1-2" voi above grade,. Remove container; use, Y Y• . C ". sharp blade to make �r* four 1/4`--1 " cute the t'A'•t: •_ ' length of ball and cut a 1 4" X on bottom of :� `� '�.�'• balk, loosen compacted roots. CONTAINER GROWN SHRUB C 2- Prune out any dead M a broaches. a// tam lobW4 sires, e,tc. from I" mulch Set top of root ball aqua/ to Or 1-2` above grade. r rope � burlap X eau D/g hole 2-3 times width of root bag. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) LANDSCAPING SCHEDULE Street & Canopy Trees Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Fall Color Quantity RO Red Oak Quercus Rubra 2.5" Caliper 50'-75' Brown 16 WP White Pine Pinus strobus 6' Tall 20'-30' N/A 0 • DW Dogwood Cornus Florida 2" Caliper 10'-20' Red 12 Shrubbery & Groundcover Symbol Common Name Botanical Name Planting Size Mature Fall Color Quantity Height or Caliper Height LC Leland Cyprus Cupressus 4' 6' Evergreen 0 Cranberry CC Cotoneaster Apiculatus 24" Tall 4 Purple 0 Cotoneaster BIN Boxwood Buxus 36" Tall 4' Evergreen 52 LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. Landscaping to conform with 165-36B of the Frederick County Zoning Ordinance, Planting Section and Planting Procedures and Maintenance. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. LANDSCAPING DATA Interior Parking Lot Data Type of Vegetation Requirement Calculation Large Canopy Trees 1 per 10 Stalls 47110=5 Large Canopy Trees 112000 SF IMP 44,03112000=2 LANDSCAPING TOTALS Type of Vegetation Total Required Total Proposed Large Canopy Trees 28 28 Shrubbery 52 52 4' Evergreen OT 0 tUi_ 4 oCM co 00 coa CD W � a Lo E r o °' i (D N Z 3 m > m 0 E UM �i 0or m o co p C z Q Q ti n'S ti � a2S V) Seal and Signature z q O � m \ a a � I rr 0 � 0 (z 0 Or C 0 ( �PLTH OF V a j > ; > G, Seeding Schedule (per section 3.32 of VESH) u BENJAMIN C. y W w MONTGOMERY 1.)Topsoil will be spread at a minimum depth of 4 ". 9 ca No. 030342 Q (:3E` � o N- a � ii 2.)Pulverized agricultural limestone will be incorporated into p N N the soil at a rate of 92 lbs per 1000 square feet (2 tons per 1 SSIONAL DATE: JUNE 13, 2006 f'^) acre). 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 SCALE: 1' = 30 , square feet (1000 lbs per acre). 4.)Seed mix will consist of 67016 Kentucky 31 Tall Fescue and FILE NO. 215-06 3301DRed Clover, THESE PLANS ARE IN CONFORMANCE WITH THE FREDERICK 5.)Straw mulch will be applied to all seeded areas at the COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR rate of 3500 lbs per acre and anchored with cutback, or CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING SHEET 5 OF 8 emulsified asphalt applied at a rate of 200 gallons per acre. ADMINISTRATOR PRIOR TO CONSTRUCTION.