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31-06 Gregory-Aylor Road Site - Opequon - Backfile (2)
0 N L, U1 V0 Ja UL..JJVJY JYtlJl'!uAnn Al E RA Gam_ 1. The contractor shall fumish all moteriols; labor and .. equipment, perform all Work, including :restoration for the completed installation of the utility systems and all other improvements shown or impplied. as necessary :for. the completed facility ready for use. Unless otherwise noted, specifications .for all work' to be in accordance with applicable Standards and Construction. Specifications of, The Yrginia . pepartment.: of .Transportat►on, Virginia Deportment of Health, Frederick County Sanitation Authority and the,.contract.. documents. 2. The engineer • has ottem ted >to locate existingsubsurface utilities; however, `such may exist that are ,not shown. The contractor shall exercise care in this work sas to'avoid : damage to any utilities:.Any., damage shall be ft. contr etors responsibility. The contractor shall notify all utility companies 72 hours prior to construction 'Cal(..:. Miss Utilit 1-800-257-7777. I. The 'contractor ;shdll 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 opprove- all cut .sheets 4. An unusual subsurface conditions encountered during the course of 'the work shall .be immedid* brought to... the attention of the Engineer and/or the: Owner. ` shall faithfully odh. e..to- the ermif 5. Contractor .to obtain,. at his expense, all, permnts, required of this work and, a. er p. conditions. r 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 En sneer for approval prior. to ,construction.. All. cutsheets should show existing ,:ground elevations at cen' Wine, of utility, structure or road, , ond: offset hub" elevation. EROSION CONTROL 1. A Land Disturbance""Permit will be: requered prior to initiating any sate work This permit" can be: - obtained from , the Frederick .County :public:, Works Department 2.'` Temporary and •permanent eros�on..control structures and methods to be in accordance:,w�th the Wgmia Erosion "°ontrol Guidelines and;aocal ,ordindnces. dhd' to_be utilized duringg the, construction `period 3. All erosion control structures shown, or os. required_ during construction'shal( be continuously maintained throughout the �period.,in;. which areas°are denuded. Areps shown to: be surfaced are to have stone base Walled at :the eadiest. possible.:date after establistiinq „grade. No: area is to remain. denuded for more:; than 7. cclenpar; days when construction :is not in progress.` 4. Contrador to clean'up and -restore disturbed areas. immediately upon .completion of pipe foying h th' :-.6 ected area.: : 5. All unpaved. areas of the site which are- _disturbed' by this ,.constrgction .shall be" provided wnttt 4' topso7, fertilized, seeded, compacted and mulched:, 'Seed 1 e'd, to bo watered and ;cared for as :necessary ;to provide -a , good lown quality grass. cover, ' .Areas. not graded sho,(I be dssced; ,leveled and seeded to `achieve :lawn call i6ns: VIRGINIA DEPARTMENT' OIF,",iOA' ORTATION 1. All work. on ..thcs protect "shall conform to::the lofest ediiions of ahe Virginia Department-. of 6nspo .I anon (VDOT) .. Road. and'..Bndge Specif�catans;: and." Standards, The. Virginia: Erosion ,ond .Sediment Control Regulations and, apyy .other state; federal or focal; regulations. applicable.; `In the,event,of"corifliet between any of these' standards, spetif'iod ions .or plans, the most-. stringent shalt `govern 2..All. construction shall comply with the, latest U:S.. Department, of Labor Occupational Safety &Health Admirostratron . and NOSH Rules & ,Regg�ulations 3 When working on ,VDOT rigg�ht of, way, oh traffic control, whether permanent or fern orary, shall; be �n accordance wrth,.the, .rotten# edition; of VOOT' work area; pprrotection manual .:purtherm6re, oil offrpc control flaggers must :be cert}fied in accordance with . VDOTs �tanuary, <:;f994 for to#est :ed�t,on'of} Rood & 8rdge Speclficgtions, Section :104 04-`� 4 Resign features refattng to Iconstruction or to regulation,. control and safety of troffIc may be:. subject fp change is deemed necessary by,. 5, Prior: to'; initiation ,of work, Contractor, shall be responsible for. acqu�nng off necessary VDOT land use :permits; for any: work on ;VDOf ri ht of wayy 6, tf requ►re by the;`i�ocol VO4T Kesidehcy:Office,' a,�preconstrucfion,conference must be :arranged and held by the ;, engineer and�or ; developer with ;the. attendance of, the; contractor, -vdrious" County agencies;. utility companies and VDOT-. riot to•; Jnitidtion . of work Pl: Contractorha0 notify the ,loco) V(}OT Residency :Office .when work is to begin or cease #or any undetermined length. of time.. MT: w�0 also:;;require: 48. hours notice for any inspec.Jon $: The Contractor wnlf be responsible. for mainta�rnng„adequate access to;the project from'atie. adjacent •public road- woy.; through cortsttucb" and :maintenance ,of: a 6onsfruction; entrance m, accordance with the _Vj_r inia E_r_a_ i_o_n�& Sediment Control: R6n' dbook; Sec 3 02:; Furftiermore; access #o ,o, er•�properties. ,affected 6y ,this .protect shall be mairitoin"ed throeg h : construction:.: 9. Contractor shall ensure adequate drnnnage is achieved and maintained on the site, during and at the end 'Of", . construction iO, All water and sewer lines within existing.. or proposed !/DOT right=of-way are to have minimum'36' cover and; . . W en`poss,ble; fo be installed :.-under roadway'draina a .fac1lities unusuatt'tubsuff.6ce cond►tnons.:encountered"during the: course: of construction sha11. be immediately, brought` to the a ndon of: the engineer; and V00T. Work shall cease h that `vicinity until on. adequate` design ..con be determined t y the engti."r .and approved„ by V D;O;T 12 All "undercut •;areas" and tiorrow rnatenal sha11 be inspected-' and :depraved by VpOT inspector; prior to`. placement Of fill.., . . ; '13 All' roadwa .fill, base, subsurface material, and backfill of '`utit storm `sewer trenches . shall be compacted in 6" lift;; to: 95%: o theoretical maxi ;mum density as determined . by; AASHTO T : 99: Method . A, ;within r plus . or minus, 2% `of optimum moisture for, ahe full+dth of :any dedicated 'streot : right of- way :: At the .direct+on of VDOT inspector; density tests ' performed ' by a qualified independent agency shall, be .conducted qs reeqq"-u�i�re�d in.,the`' VDOT Rodd. and Brid .Smpeccifications A cop�y of all tests shall :be submitted` to Vp07 prior. ti; final , DOT approval. Q 1.4. OT• Standard -CD..and UD: �underdralns. shall be -installed .ii+here -indicated: on these plansand further There -determined necessary,: by VDOT inspector.. �' 15 The instollation of ,ony enfrances and mailbgxes within any dedicated street right-of-way shall:, meet _V!)OT. > minimum desi g� n 'standards and is -the developers ;responsibility. a 16, If required by the loco) "VOQT 'Res dency.Office, copies. of all invoices I r materials within any dedicated: 'street right-of-way must be :provided, to the VOOT.Inspector prior to acceptance of work. -Upit and total prices may be . obscured w 17 Prior to gccePtance by VDOT of any streets, any required s#reet s�gragge and/or pavement markings must be: tnstdlled 4by /tid developer oet, qt VDQT s drs�re#ian, fay Ton Qr'r,}'� [eaon re v�oy gfe;) tsfs: fig, rE�ypS �.i G",;r M/'�,'l^•4,`�ar) tliC" K t W air"'as VeCted red ri " County Zoning Administrator Da e ®®_ 1, Site Plan oval from om T will / expire three (3)years fromthe e date of the approval P ro val /etter. . 71 N _ 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3 from date of approval. If constructs The Frederick County Sanitation Authority approval is valid for two years f a 'on � : not in progress at the end of this period, Authority approval shall be void. Department of Public Works approval is not enough to begin site development. The 4. The Frederick County . - ti. Permit and agree to periodic inspections, shall be void. owrner/contractor must obtain a Land Disturbance building permit, Building plans 5. The Frederick County Department of Inspections approval does not constitute a bu g p g must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. i FCSA CONSTRUCTION NOTES 1, The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications In effect at the time of construction. 4. The contractor shall coordinate with, and arrange for Inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main Is tapped for the Installation of a new line: a) The Authority shafl furnish all labor and material. b) the developer/contractor must: 1, make application and pay deposit. 2, mark the tap location. 3. coordinate Installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size, Zt is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade, c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 d) All components of the meter box assembly shall be In proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral Is to be coordinated with the Authority's Engineering Assistant, b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install % ", 3/4 , and 1 " water services. d) For all 1 112 " and 2 water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will Install all sewer laterals. 10. Any water service line must have a backf/ow assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backAlow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No, 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backNow prevention unit. Radio read remotes are required, 12, FCSA to review the mechanical plans(s) for design and material approval of. 1) the domestic water meter and REZONING AND VARIANCE NOTES: REZONING FOR PORTION OF THE SITE FROM A-2 TO B-2 PROPOSED BERM. SEE GRADING SHEET 3. APPROVED NOV. 8, 1972. PLACE THESE PLANTINGS ALONG TOP OF ® REZONING FOR REMAINING PORTION 0.149 ACRE (6,502 SO. FT) FROM RP TO B2: APPROVED OCTOBER 26, 1998: APPLICATION NUMBER 014-98 OF GREGORY INVESTMENTS WITH PROFFERS AS FOLLOWS: -NO STRUCTURES WILL BE CONSTRUCTED ON THE 6,502 SQ. FT. REZONED TO B-2 ® VARIANCE J020-98 - BOARD OF ZONING APPEALS -FROM SETBACK VAIRiANCE FROM 1-81 OF J4.82' APPROVED SEPTEMBER 15, 1,998. -FRONT SETBACK VARIANCE FROM RT. 647 OF 19.80' APPROVED SEPTEMBER 15, 1998, -MODIFICATION OF SiX-FOOT OPAQUE ELEMENT OF THE REQUIRED FULL SCREEN ALONG RTE. 647 APPROVED DECEMBER 15,1998, -REDUCTION OF THE SIX-FOOT ELEMENT BY USE OF A 2 FT. TO 4 FT, BERM. (SEE GRADING PLAN SHEET 3 OF 4) r N r Q �j Its backflow prevention device, and/or 2) the fire service line's backf/ow prevention device. W v P1R6_ NOTES: ^" 1,1, , ', 2'F7 CONC. - \ `. FLUYE/ 1. VERTICAL DATUM IS ASSUMED. 2. BOUNDARY INFORMATION TAKEN FROM PUBLIC REOORD5. 3. UNDERGROUND UTILITIES/ (IF SHOWN) ARE APPR111MATE AND ARE TAKEN FROM VISIBLE ,� i ;C.� - ` - G SURFACE EVIDENCE ANO UTILITY COMPANY RE ORDS. / 4. NO TITLE REPORT FURNISHED EASEMENTS AND/OR OTHER ENCUMB ANCES OF �6J,'��- RECORD MAY EXIST/WHiCH ARE NOT SHOWN, HEREON. -- ;L- �1,655 %�_pig 680 ADD'B'. `� �, 10' IANOSCAPING �Y61 FULL SCREEN _-773 -_ S47°57'05"W - ---- -� _ 18 775 -- _ - TOP=774.b6,,, - _ `-`-- 77s- ---- INV. OLD 766.74 co AYLOR ROAD N F 77'; COUNTY OF FREDERICK AYLOR ROAD- PJ.N.: 15 RCP LEGEND: ABBREVIATION DEFINITION UP CORRUGATED METAL PIPE GA GUY ANCHOR GLM GAS LINE MARKER INV. INVERT Cs SANITARY MANHOLE TRB TELEPHONE RISER BOX WPP WOOD POWER POLE ry-ri WOODLINE SPOT ELEVATION IRS IRON ROD SET --'�-- OVERHEAD UTILITY LINES RAY MARVIN SHIFFLETT INST. #0024051 ZONED: RP RESIDENCE LEGEND PROPOSED CONCRETE t. I PROPOSED PAVEMENT (8/2) .1 1.......... I ........• PROPOSED HEAW DUTY PAVEMENT (8/3.5/1.5) UTILITi' PEDESTALS... . • • . ... ........ ... • .... . . Ffl t E 3 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN . .... ........ . ... EXISTING WATER MAIN .......... ........ _........... ;; ; ........._ PROPOSED FIRE HYDRANT .... ... ... ......... ..... _ PROPOSED GATE VALVE & BOX -- PROPOSED CURB & GUTTER ......... ................. PROPOSED CURB W/REV. GUTTER SLOPE '" . . . PROPOSED FIRE LANE .......... . APE �,rrr EXISTING SAN. SEWER AND MANHOLE .. . ....... . PROPOSED SAN, SEWER AND MANHOLE --;S.S o--.- •- -- s �' �_ I�1 PROPOSED UNDERGROUND ELECTRIC SERVICE ---I EL.EC L-- ---- PROPOSED UNDERGROUND TELEPHONE SERVICE - -ITELI PROPOSED GAS SERVICE • ... • ...... :GASH -------- OPEN CUT ROAD CROSSING --_---' r' ASPHALT ROAD ' I i I{ I z 1 w I' - O it CL = c- r _ 11 1110 @ -- - I ry M ::D O ffs 11_ 50 RiGHT-OF-WAY Ei DEPARTMENT OF INSPECTION GENERAL NOTES 2• Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the International Building Code/2003. Other codes that apply are ICC/ANSI A117.1-03 Accessibility 3. and the Usable Building & Facilities. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system If height and area limitations are exceeded for the type of construction under Table 507 of IBC. 4• A design professional licensed of the Commonwealth of Vlrgfnia shall seal the structural plans submitted for 5• building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet 6 MONTGOMERY sagilfeedw Ooywo hilt. 180-9 Prosperity Drive • r 17 of IBC. Winchester, VA 22602 (540) 869-0308 OFC requirements of Chapte Maximum slope across handicap parking stalls shall not exceed 2%• ben@cdb-meg.com (540) 869-0332 FAX A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. The 2003 International Building Code can be utilized for building design, EXISTING WOODED AREA (SCATTERED 4"-8" HARDWOOD TREES) / NOTE: ORIGINAL,/ PLAN DESIGN BY CLIFFORD AND---ASSOC. REVISIONS MADE BY MEG - PROJECT SUMMARY TAX IDENTIFICATION NUMBER 75-A-51 EXISTING LOT AREA 30,488 SQ. FT. or 0.70 ACRES ZONING 62 CURRENT USE VACANT PROPOSED USE OFFICE SETBACKS REQUIRE PROVIDE FRONT 35' 15.20' SEE REZONING AND SIDE 0 50' VARIANCE NOTES REAR 0 15,18, FLOOR AREA 3,395 SQ. FT. DEVELOPED LOT AREA 30,488 SQ. FT. RIGHT-OF-WAY DEDICATED 4,685.50 SQ. FT, RESULTING LOT AREA 25,802.50 SO, FT. LOT AREA DISTURBED 28,900 SQ, FT. FAR ALLOWED 1.0 FAR PROVIDED 0.17 (BASED ON RESULTING LOT SIZE) MINIMUM LANDSCAPED AREA 25% 6,450 S.F. LANDSCAPED AREA PROVIDED 60,15% 15,520 SQ. FT. al�laldl.ala my. ooa(v��v-; e-; c jIv>Icn oe--� w 0 CJ•J ,�� c� w M w o to �. a 0 =E C> 3�zC-,) �-�C?ZZZNZ w w w w w w p c5000c�oo w w w w w w w Cn Ln Cn CIO CJ) Cn Cn W rn I o rn FF-- M^ rn rn rn to 0 ��nooaor�-- PARKING REQUIRED PROVIDED TOTAL OFFICE 0 ROGER L & DEBORAH K (1 SPACE/250 SQ. FT.) v� T MOGLE STANDARD SPACES 14 16� INST. #0024103 HANDICAP SPACES 1 1 ZONED: RP TOTAL PROVIDED 16 RESIDENCE PARKING LANDSCAPING L u IMP AREA 10,672 sf PERIMETER TREES REQUIRED 6 (1/2000 sf) PERIMETER TREES PROVIDED 9 INTERIOR TREES REQUIRED 2 (@1/10 SP.) A INTERIOR TREES PROVIDED 2 4 PARKING LOT LANDSCAPING REQ'D. 341 SO. FT, 0 5% OF 6,815 S.F. PARKING LOT LANDSCAPING PROVIDED 511 SO. FT. ` NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS U OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. r G_ ___ G ----- G ----- G ----- G 77 15" RCP 7 15" RCP 8 15" RCP 9 „ __ ._ . -- , _. _ __ _ ;, -- ......_.. -_ O .- __ ._. _.. __ -*---_ __ _. " _ ._ _ w w ROBERT L & THERSA G T. W. and MARY R. PATERSON HOOVER ZONED - RP INST. #0023016 ZONED: RP USE -RESIDENTIAL RESIDENCE PIN,: 75 A-48 GRAPHIC SCALE 20 0 10 20 40 80 N ( IN FEET ) 1 inch = 20 ft. STORM STRUCTURE TABLE 1. END SECTION - INV,=769,92 2. INLET - TOP=775.18 INV. IN=769.89 INV. OUT=769.83 3. M.M. - TOP=777.96 INV. IN=773.93 FROM 4 INV. IN=773.48 iNV. OUT=773.25 4. INLET - TOP=775.10 INV. IN=771.30 INV. OUT=771.25 5. END SECTION - iNV.=769.48 6. M.H. - TOP=778.73 INV. IN=774.33 FROM 5 8. INLET: - TOP=773.52 INV. iN=769.60 FROM 9 INV. IN=769.60 INV. OUT=769.55 9. INLET. - TOP=773.72 INV. OUT=769.88 10. INLET. - TOP=773.63 INV. OUT= 769.86 11, INLET. - TOP=773.52 INV. IN=769.75 FROM 10 INV. IN=769.74 INV. OUT=769.68 12. INLET. •- TOP=773.65 iNV. OUT=769.92 91SRNG FIRE HYDRANT NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. NO OUTSIDE DUMPSTER PROVIDED. COMMERCIAL TRASH COLLECTION BY OWNER/OCCUPANT VIA LANDFILL PERMIT. 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. NO TRASH OR TRASH CONTAINERS SHALL BE LOCATED OUTSIDE OF THE BUILDING AT ANY TiME. S PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE AT PLANTING SPACING OUAIV777Y GFLOWERING PEAR FLOWERING PEAR 2" CAL. ® 6" HIGH AS SHOWN 11 PICEA SPRUCE 4 FT. MIN. PLANTING HEIGHT AS SHOWN 22 SKY ROCKET JUNIPER SKY ROCKET JUNIPER 36' MIN. PLANTING HEIGHT PLANT 3' ON CENTER 3O �! CUPRESSUS LELAND CYPRESS 48" MIN. PLAN77NG HEIGHT PER DETAIL 21 0 Buxus BOXWOOD 36" YIN. PLANTING HEIGHT AS SHOWN 61 6) EMERALD GREEN ARBDRWrAE EMERALD GREEN ARBORWbA£ 6' MIN. PLANTING HEIGHT PLANT J5' ON CENTER 41 Q UPRIGHT YEWS' UPRIGHT YEWS J6' PLANTING HEIGHT AS SHOWN 16 SEEDING REQUIREMENTS Permanent Stabilization: All disturbed areas not poved shall receive a min. 6 /A topsoil and be seeded as follows.- 200 lbs Tall Fescue per cc. 12 /b. Annuol Rye per ac. SANITARY STRUCTURE TABLE 1000 lbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac A. TOP=774.06 2 tons sfrow mulch per ac. INV. I N = 76 7. 00 Permanent seeding will occur os the final phase of construction INV. OUT= 7 6 6.7 4 Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet of final grade sholl be as follows• B. TOP= 769.47 60 lbs German Millet per cc. (May through September) INV. I N = 76 5.19 50 lb. Annuol Rye per ac. (October through April) INV. OUT= 764. 77 450 Ions 10-20-20 Fertilizer per cc. 2 tons ogr/culturol limestone per ac 2 tons straw mulch per cc. Seeded areas to be watered and cared for cs necessary to provide gross emergence. rP�iH QF V1� 2� BENJAMIN C. MONTGOMERY No.030342 QONAL _���� ✓, Z C� w Q iy O Q O ry CD SCALE: DRAWN BY, IDS PROJECT NO. 08-99 DATE, 2-3-99 SHEET 2 of 5 CONSTRUCTION OF A SILT FENCE (WITHOUT TFIR.E' SUPPORT) f . SET THE STAG. 2, EXCA IVATE A 4 X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. s'AAX. 3. STAPLE FILTER MATERIAL TO STA3TIO AND 9X7EA,D IT INTO THE TRENCH. Prune codominate leaders DO NOT prune terminal MONTOOMERY leader or branch tips Prune brubbingranches or 1 � � eagilfeeriag �rvup one. Fj cross branches � � � > 180-9 Prosperity Drive 1 i Prune narrow crotch angles , Winchester, VA 22602 (540) 869-0308 OFC ,:u.4—' "u F-3 u-wr.ffiIIId4..SS1t11�; rl t�ti liir 7s'/•,a� Y 1,-„i�li0}Y9. UJRt; Piti1G. J.UJ""4 —.1 1 ;?;eI^Iruod aad G}`rst �, 1 � � t 1 1 NOTES: 1. VERTICAL DATUM IS ASSUMED. ^ { it - R 2, BOUNDARY INFORMATION TAKEN FROM PUBLIC RECORDS. TEMPO' ARY SEDIME�T/\TFN Cg 3. UNDERGROUND UTILITIES,` (IF SHOWN) ARE APPR XIMATE AND ARE TAKEN FROM VISIBLE SURFACE EVIDENCE AND UTILITY COMPANY RE ORDS. 4. NO TITLE REPORT FU,ONISHED EASEMENTS AND/OR OTHER ENCUMB ANCES OF RECORD MAY EXIST/WHICH ARE NOT SHOWN/HEREON. _-- --�� R 11 ,6� 1 qAH 1 DETEN116N Pq - r R=883.05' �`"�-� ----~ 'S47'S7'05"W RAP SITALL`7d8T._.... 1 `` EXTEND INTO RIGHT-OF-WAY -_ �•_ r r r rri y\ r \ N/F AYLOR ROAD COUNTY OF FREDERICK — - - zn-- P.I.N.: 7 �--------�= 5" RCP STONE CONSTRUCTION EIVTRANCE L A i PAVEMENT 5:1 couRsF -P,EGATE B I TDJSEDItd= 1 TRARS�IAYu DEVICE ' MUST EXTEND rUUi %DTN Or INGRESS AND EGRESS PLANi?:'Ei2A'!'IOt7 VIEW FILTER CLOTH ilEt... ............ ..._...�...... ISK/itN �:Yf l.k SECTION B-B rr!r�?• H V". SWIC T SECTION A --A ' PIPE OUTLET TO WELL DEFINED CRQVN;EL PLAN VIEW La LE d SECTION A —A f l — F1T.:MR C70M nY IN P`-Q'; RBCOMUF'NDED aOR EWME, P$RBfFITT,' NCTF,S� 1, APROLT L[NI]TG MAY BF PIPRAP. GROUTED RIPRAP, GAHioN SASKM', OR COXCRnE, 2. La IS TRE LENGTH OF THE RIPRAP IRON' AS CALCULATED UISI > PLATES 3.2--3 AM 3.I6- 4. 3- d = 1.5 TEKES rlL A;A)nfAUM 5'PONE DIA1<KER, BUT NO? `--CLASS I RIPRAP F'1 Embankment to be placed and compacted in 8' (ifts. No topsoil, organics or stones greater than 6' diameter shall be used, Mat rial shall be comp%q ted to 95% of maximum density at pe(us or minus 2% op mum moisture/ +, C a Core material shall meet the followin Unified classification, SM SC ML, MH, E or CH/ Particle size, 957possing 1/2' sieve SILT FENCE CULVERT INLET PROTECTION �- ENDWALL I_ TOE OF FILL 0 SILT FENCE e f—O-J * DISTANCE IS 8' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION I RIPRAP PLATE. 3.08-1 h9RequIred0 5� d—�a��¢ ��233� �I�lololo�o�o W 0 U Li W Uj prJ�ZatnZ Uj p �$ V��C-> Z Z G.a �ML ��z p Ci. L, Cl- a Li aooaoaa W W W W W W W V) (n (or) v) n N_ W rn I rn rn M I Q r L(') Ln r�- hM rM d- LC) oO CO r- 2 C14 r'") LCD to o0 �,`GrLTH OFVf �c r BENJAMIN C. �1 MONTGOMERY No.030342 �40U�' k 1ONA L W 0 (��h V ry O Q �7 ( O ry 0 V, CD J W v rry SCALE: 1 "=20' DRAWN BY, ,IDS PROJECT NO. 08-99 DATE, 2--3-99 SHEET 3 ol^ 5 .18.00' 1 30.00' STORMWATER MANAGEMENT POND 14ip-71 , Rev. 05"6 SUBSEQUENT SP,F.C7AL,.PROVISIONS 1. All patches are to be replaced in accordance with the following regulations and as shown on Figure 1. 2.. The permittee will be required to repEtace the surface and base or the roads included under this permit 'in accordance with the . Ro-ds jknd .Bridge Specifications and this Special Provision. 3. Backfill material shall include a` minimum of four (4"'). inches bedding materials (sand or #57.stone). The.balance,,of the_backfill shall be approved soil compacted to thebottom of subbase layer.(Tyne y; -Size 21A or 2111). The entire backfill shall be' free from..wood, decaying material, asphalt' concrete, ice, frost, large'clods,'stones and debris. 4. Backfill material shallbe compacted to A.m.inimum of 95% of,the-theoretical. maximum densityat -optimum moisture content, as determined by. VDOT testing procedures, use,mechanical :tamping '.throughout' the, depth of the - trench in six (6") ,inch layers to. insure thaundtquate supporris provided? for the subbase layer. (Type. I, Size 21A:or 21B). 5. It shall be the option of the Resident. En ine'er to ,re nest and review the backfili compaction test results tndlor authorize an inspector to monitor the compaction. om a on. P 6. Cuts in roads with Surfiace Course (S`M) and As halt Concrete Base' jBBA I) l) shall be replaced with ' to (10") inches o!'''1'ype.1, Size 22A :or 21B_ a rz Ate -compacted ' 0 t to 0 rcent of 1 ,- P, the theoreticaE,maximum density; at, optimum' moisture content covetn `-t a entire- =width in a - $ . h ddttian, to a :bench 'of . six (67) inches from sail sides,'this layer shalt serve. as su6bait. An Asphalt Concrete base course RNI) of a six (611) .inch minimum thickness or match;: the existin base thickn s hall g, es , s_ be placed: over the subbase: 'A surface asphalt concrete course. of i.ni °of :5"' P a.ttt mutzt„ 1 (S1V ):'shalt.:be P*ei on top,0 the base (B'M[) covering the trenchwidtb ' The Asphalt concrete surface course 114.14' �-- 2" SM-2B 8" 21B shall be slightly : higher (11S"-I/4t 1) than. the existing surface to provide a smooth grade into the existing pavement surface. 7,. Cuts in surface treated roads with aggregate base course shall be replaced with the same layers as roads with -asphalt base (Bb1) except the subbase layer, (Type I, Size 21A) is., reduced to six.46" i inches fand the.(BM) layer to four (4") inches but still keeping a six 'incbench. The surface coursesh:lp be a surface treatment matching the existing surface. S. The cut to be backGlled shall be made as dry as practicable at the time of backfitiing by pumping, bailing, 'draining, or other approved dewatering methods:' 9. sides 1 e trimmed to pent straight ' All cats ,td shallbe me e. strn g t Imes and a tack coat shall be applied at a rate of 0.05 - 0.15 gallon per square yard of-RC-250 or CAE-2 before placing. the plant mix. 10. Replacement of pavement, shall :be from edge of pavement to edge of pavement -except whenlindividual euts.arrmade and not covering the entire width.,of the pavement II. Placement of all Asphalt Concrete and surface. treated courses shall be rolled where,possibl,e.with a,unit having a imattufnicturer's rating of ten (10) tons, and rolled'until the`aggregatt,is keyed into -the bitumen.. Where'rolling4s.not os i 1e . e. p s, b , m a chanical'-taenp,will be used:In all, cuts stone. is lo, be placedin the trench. i da lX up to a, 'maximum length -'of 500 feet, At, which time the pavement shalt be covered.witfi :a temporary or perrmanent asphalt patch. If the •supplication of '.ihe":bituminous layer- is delayed for adverse weather condition t h r` All OV " ' s, t e contrxcto ..sh . pr tde and maintain,,base course that is acceptable t O ' i o be VD T unt such time'as the Appropriate avem nt.' at h �t c PP P can be applied AM,tompletion of the,insfatlation of the gas, sewer, and.water . fines, 'contra.ctor, shall rtstore. pavement,lis the matincr -prescribed on the VDOTperrnic►rithin {lb) days. 12. Contractor will ,he responsible ,for any,dePression. $ rater than i/4" that occurs within three years of cotripletioli:46PPatching. Correction shall consist of milling nnd,re laein 1.5" of surface course mix SM . 6.00' 48.50' GURE I E} STING PAVEMENT --� .:.,.............:....................................... P T CONCRETE BASE C (BM) MIN 5' I AS alai, CO .CRE'l' COURSE .............. — ..... .. ..............,.......................... TYPE (8M) TYPE I SIZE 21 A OR B AGO / COMPACTED TO 100a/o MAX. DENSITY 2i A UA B MIN It}" AT OPTiMUM TN0ISTURE CONTENT SELECT MATERIAL BENCH PEIG R TYPE B 0 APPROVED SOIL OR SELECT MATERIAL BACKFILL `�� TYPE I,"CBR 30 COMPACTED TO 9511 o 0 MAX, DENSITV AT 0 MUM MOISTURE •4 CONTENT OWL W_' SAND OR N4 57 STONE A O E BEDDING T 4 , ~ WN. TRENCH VADTH TO SUPPORT ---► O;b. +lay(") ` TRENCH BOX • FOR PIPE LESS THAN 1Z THE TRENCH WIDTH MAY BE W MAXIMUM. SEiE U.i3-1 R ( OAO AN0'BRID.GE STANDARDS VOLUME II) CUT REPLACEMENT IN. ROADSWITH ASPHALT CONCRETE BASE AND_�SURFACE CG-b The botta+ of the curb and 6' 2 -0' gutter tray be ccmtruxfed TWs area nay be concrete // �^" ' parallel to the slope of sub - at the option of the contractor. swfoce courses provivieda nf*".n depth of 7' Is This. cub Is to be used when na/ntalmed de speed Is ig WH or less on Ruro!'f nays and 15 WH or less In developed whan S. satko rban areas. Note, Comb. curb d gutter dxivitg a radka of 3m, or less (along Face of curbt shall be paid for as ra&I conbinatlon curb b gutter. This /ten nay be precast -or cast In place. C&xrete to be Class A3 If cast in place, IOV PS! if precast, sREFERva PtcnRcaT COMBINATION 6" CURB & GUTTER 103 vtR61MA DIPARTMCNT TR TA TION�! END -SECTION- DWEN50NS 01AM. A 1, 8 C " p Y3" r,gr. R- 3- 2a' V-7" 1 42" TI-9"` .g-3".' -1P . . -GW z- _5 -9 ' t3'-2 ' T-6, _sa:• -t -O C. s P xK.wnm on ant me ' (VOTE iAt kn9 D base'd on eo6swt-ah des4n shorn .. an *4 loft It. uwnlratlo.d,e)t .. 16 u" wa oltvn�t* detign %iro an 1 IN 1 x W redvC,a MTM9. r nw digponce io uS ttntlan O". SLOPE L SPECIFICATION REFERENCE-- FLARED END -SECTIONS FOR CONCRETE PiPE CUI-VERTS 362 VIRGiNIA DEPAR:rMENT TRANSPORTATION w2.or a V N L Z C> O z _E wUv`=C5 Vn :Z:Z _-ct .i. Q L W W W W W q � tk o � o v d r � V V � i i SCALE: LE= NA DRAWN 6Y PR0..1C-GT N0. DATE, 2-3-99 ISHEET 4 o,V1 , CONCRETE CRADLE STANDARD 14, select iacMill 2 O.D. 'a' select ackfill All backfill to be compacted to 95% of ASTM D698 maximum density. acxhni 8• -- 8° concrete 24" select backfill 6" CONCRETE ENCASEMENT TRENCH & BEDDING SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 451 bend bell adapter 2 3' minlmum =+{ SDR 21 gasketed SDR 35 8" x 4' pipe and fittings gasketed bell wye SCH 40 solvent weld cap Dropertv SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 SEP 05 ' 78 774 770 766 762 0 finished grade Valvco, Inc. Fig. No. 71 BOE with lid marked "SEWER' bottom section — of box sanitary sewer main SDR 21 wye - (-45- SDR 21 ' ,;'`r�'4;• "r concrete skid pad r" 18" dia. x 5' deep 4" stone Panella Model PA4SV-CSK (4) cast Iron cleanout cap with brass plug having a countersunk square head SDR 21 - cleanout pipe �.-- brick base s, SDR 21 45' bend 6" stone bedding SEWER CLEANOUT -19- Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6- 8- to- 12" 6- 8' 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10• -- -- -- 40 -- -- -- 20 RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6- 8' to* 12' 6' 8' 10` 12" 60 60 80 1 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- New 8" ate line o a- I— A 4' MINIMUM OV R A LrJ z z I— z PA -i I Q eLD 1-4 = N 8" DR-21 Ld 00�w J " , I_j J Q� Z X W �W> 00 ZQ o o 100 v + 0 + 0 0 PIN SEP 05 SEP 05 778 774 770 766 N METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8" x 3/4" or 3/4' 18 In. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. D a Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2'x 4' with meter box top 6" painted blue and cover finished grade5 ff 1-24` 1 1 3' stone surrounding box 1' CTS polyethyle tubing (PET) 200 psl with SS Insert at all connections saddle with, Corp stop copper wire for line tracing, taped at 10 foot intervals F 36' Same Side 1' coupling (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/8'x3/4' VBHC72-18WD-4444B4 VBHC82-10WD-444484 3/4' VBHC72-18WO-44 44B4 VBHC82.18WD-44-44B4 1" VBHC74-15WD-4444B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) install 12 gauge insulated copper wire (for line tracing) from core. stop to Into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle bail valve], 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 06 I U-1—Lr� In addition to restraining each joint of the tee, (1) any joint tT that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommenJ'ad length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restra[r=ed per a tee's Lr and a 450 bend's L requirement, RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 1 20 20 lox 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb to x 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 1 20 20 1 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Rt) FITTING PVC DIP DEGREE 6' 8' to' 12' 6' 8' to' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 1 20 20 20 20 1 20 1 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 2OF3 SEP 05 concrete pad V-6" dia. x 6" deep 4' stone screw type _ adjustable valve box 48' min. valve restrained t /— o main 24• —t81x 81A 18' solid bock (for valves 12' and larger) Note: this detail Is also used for butterfly valves GATE VALVE -9- finished DOWN BEND DEPTH 4 FT. MIN- Ld DOWN BEND RESTRAINED LENGTH SEP 05 UP BEND DEPTH Lu Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 Ff. 4 FT ON, 5-12 FT. 817EIM MIRE OF BOVDS Ld (DOWN) Lu (UP) 9N/ ff DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- PVC/DfP 45, 22.5 & I IZ 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 80 PVC 225 dr 11,25 20 20 12' PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 to' PVC 45 40 20 12' DIP 22,5 & 11,25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 05 P dia. schedule pipe tilted with and paints finished grade 18" dia concretr encaser BOLLARD DETAIL ■ r� • -_ ......:.. sue:::::: 10A mechanicalMnt swivel tee with 8' branch FIRE HYDRANT ASSEMBLY -10- SEP 05 LUL O u- chi W 00 cD 00 O O y. �•cr to o� E Q tN0 V T N tT N o tz co U �jC c.a bi 607 (� O Q O 10:� 0 J }- QLi Z L'i o W O o J o v W Z_ 0 w� a� Seals and Signatures �PLTH OF V/ �c BENJAMIN C. fy W MONTGOMERY Q No.030342 v, p O E�G� ao NAL DATE: MAY 24, 2006 SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF 5 llG� / / <�9e 1✓ i/1 VA_J J L6 (J [i 1 l_t/d Y 1 Y V 4 .1:n.J :, . 1-1 � , . . . . . .,..I � I . . -1.I -... � ,.., I . .. ... . . I �Tywx(g)(fl.(;rA. :, 1�� . . -. .. . . :(:0(D MI I - - , A.- . T1.� :J��% �.-.A� MA4, .' B. " . I .. : . . ..I 1, I '.. M, ..1%, . `� L.\ M. mVo� /wI'"F , C..) I * .. " . .I 1f I � ,, I" I�. .. I� . . . 7I GEN RAL /11 �..e . t r'� //, " _/ .. . .. ��� # -.1. Z . I . . / . � .. . I 2�L . . " I Frederick County Zoning Administrator Date eG► h app roval letter . he date o ft the rs from t 3 ea three P ' expire t P . . . . . .. , . .A" � . . - , . r I - �, I _ . � 00 ill e �Y_�] Q 0 A W'. . VD® Tw I from appro val o )y 1. Site Plan a ( Q•:A S PP P . . . �.. - - 2• Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. from date of approval. If construction i . .. " . 3. The Frederick County Sanitation Authority approval is valid for two years f a .1. not in progress at the end of this period, Authority approval shall be void. . . . Department of Public Works approval is not enough to begin site development The . .. 4. . .. .. . . ... . The Frederick County Dep PP % e Permit and agree to periodic inspections, shall be void. . . . ., , owner/contractor must obtain a Land Disturbance . . building ermit. Building laps , - 5. The Frederick County Department of Inspections approval does not constitute a bud g p g P ' . must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA ` " . ' ° .. requirements and be approved by Inspections. , Y.: r.2' f h .. .. F' 7 h • , r 4 'i" - /r3 k f�.. �' 7 f yA _V7 1 e' } r `.1, is �� 4,. Y ', '� t,, f >✓ j 4 ',, r S„` y: yi l b .F,i' a �'J,. it .r '+,.-: v y- r: i.. :N.. i�, �'' J` -.f i t a'. . , ;4, C :: r., t' , ?++ f .t:.n / , .. . . . : .. 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I .1.�1... .. ..- .:_I , I .I . . -. .I '. r} . . - I . � . . . . . . . .� II. .� ." � I .- .�I I I . I. . I. . - . .. I.I .. � -.�I .1 ....I .. .. .." .I .��. ,......I *.:I I. . .: ... ,-1.'"��:[',��-�'.,I"-,.'I-.;,,.:I,,,'-�',.._'.�,.,,.'.�--?,�_..'�''.,.'-��.:;,.".!,;,e,,',,. - '�,I7: 1-'_-_�-, .",�_"�- _�.�_%-�- ��J_:'.,�i".-,,.�r �, .- ...-...... .- I� ,f.. 1 .. . .. .1.� . fI ., .I,.t "I. I ....-, I . .I � ..I : . :.,. .. I. I . . I . . � .. ..I. . I,. ,�. I ;..1%II � .,, I.1 a.- . :. .I .,�..I.:.._:.,. .I - ,; V . .II �—.i ,. . . :I %' r f .. is .;g,.. ,.Ii.• r.. rs : 'u - .. , - j"./, , L S'. r ' C,. . . �?: ;I�II h`1 ' , ..,.. 1....,. .: �,� £:..,., /� ft.. _ a ,. .< o. I I. MI �,� W&% N:TG ;, t. . '' "' (T yi�' r:+ :A, J h. t- ,i'x .., .., r', s' ,,, - � SiI -,' -M InI M�..; __% 9' 1 ✓ i � . . �I , . . : I .. I . . �. 'tr �le�t'l �l ,t,.;';I-.".',i.',.,'�:`:,�,��)1,'.,,.�,I_1..,"_.�-,..,.:.�..-.", '.�:I�I.. I , C. ., v' 1 ) U t Wig` �g� :.r p ."-;,., . . .. I . .I ._�. 7 ', , I. .�.,;. � . '. . I . 1. I .... �. � .�. . . ::/ 1 e.: il� - r {.. 1 :r .H �" '. Ben PE oWN£R ® LOP.. r : , .. me C Mont- o ., _ _ 9 rY, i 4 �. ® . •ti q� V :.k. f v �, t 540 869.03 08 p ..1 t1 £,, V . ! "4 1 . +nF r 'S:. 'a �, _ 0 Y R'GO Y d: >GA L G E R i. L PH ��:�n R ben cab- me .corn -t t' � 9 9,. 4 s } �.. 5' t f r-" :f; , rJ y l' f ft X,'.. 'Y yy {' rV+ \ f. F t• , r.; r ,, , :g.., ... r o, .<,...... , ., � . PH MS. City yl G�1NIA `22655 r :. .s R t 5' 'ti r� v . . Site roVaf Valid for .5 Years from Dote Show Hence `-tg �PIE® =r0eiv%„®.e;&-n ® I.' %.ftA . l f%.r%,%� rrs 0. Of 1a0®m1®e,0&W^, . FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications In effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main Is tapped for the Installation of a new line: a) The Authority shall furnish all labor and material. b) the developer/contractor must: 1. make application and pay deposit. 2. mark the tap location. 3. coordinate Installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. It Is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and Install 518 , 314 , and 1 " water services. d) For all 1 112 " and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will Install all sewer laterals. 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed Immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plans(s) for design and material approval of., 1) the domestic water meter and REZONING AND VARIANCE NOTES: REZONING FOR PORTION OF THE SITE FROM A-2 TO B-2 ® APPROVED NOV. 8, 1972. 0 REZONING FOR REMAINING PORTION 0.149 ACRE (6,502 SO. FT.) FROM RP TO B2: APPROVED OCTOBER 26, 1998. APPLICATION NUMBER 014-98 OF GREGORY INVESTMENTS WiTH PROFFERS AS FOLLOWS: -NO STRUCTURES WiLL BE CONSTRUCTED ON THE 6,502 SQ. FT. REZONED TO B-2 9 VARIANCE J020-98 - BOARD OF ZONING APPEALS -FROM SETBACK VARIANCE FROM 1-81 OF 34.82' APPROVED SEPTEMBER 15, 1998. -FRONT SETBACK VARIANCE FROM RT. 647 OF 19.80, APPROVED SEPTEMBER 15, 1998. -MODIFICATION OF SiX-FOOT OPAQUE ELEMENT OF THE REQUIREL FULL, SCREEN ALONG RTE. 647 APPROVED DECEMBER 15,1998. -REDUCTION OF THE SIX-FOOT ELEMENT BY USE OF A 2 FT. TO 4 FT BERM. (SEE GRADING PLAN SHEET 3 OF 4) DEPARTMENT OF INSPECTION GENERAL NOTES 2. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the International Building Code/2003. Other codes that apply are ICC/ANSI A117.1-03 Accessibility 3. and the Usable Building & Facilities. PROPOSED BERM. SEE GRADING SHEET 3. The requirements /n IBC mandate either a fire wall (Section 707) or a fire suppression system If height and area PLACE THESE PLANTINGS ALONG TOP OF limitations are exceeded for the type of construction under Table 507 of IBC. 4. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for 5, building permits. Plans must show all ingress/egress locations to the exterior per ICC/ANSI 117.1-03 and meet 6. requirements of Chapter 17 of %BC '-�RXCL-f't-F S- GF INST. ZOI V Its backflow prevention device, and/or 2) the fire service line's backflow prevention device. \1 S • - \� v PRIES „ w r � NOTES: ^v' rr, + r 2'F7 CONC.e` 1. VERTICAL DATUM IS ASSUMED. 2. BOUNDARY INFORMATION TAKEN FROM PUBLIC RECORDS. 3. UNDERGROUND UTILITIES/(IF SHOWN) ARE APPR XIMATE AND ARE TAKEFROM VISIBLE J i �X. RI� SURFACE EVIDENCE ANO UTILITY COMPANY RE RDS. / 4. NO TITLE REPORT FURNISHED EASEMENTS AND/OR OTHER ENCUMB ANCES OF RECORD MAY EXIST/WHICH ARE NOT SHOWN/ HEREON. P 168 1Q D• 10" LANDSCAPING W1,1 FULL SCREEN , 05 S4757'05"W L=13.02' . _ 774 - - - - - - 186. 'k- ' -� `-------- -- - - - - _ �` `� - 775 -- TOP=774.66,, -__ __ ' -- 776 - I - _ ` -- ---- INV. Old 766.74 a� i _ N F AYLOR ROAD 7,5- Go / _- - ✓ V y�6 COUNTY OF FREDERICK _ innED AYLOR ROAD - °D _ P.I.N.: 76m6w rr_- 0 15" RCP LEGEND: ABBREVIATION DEFINITION UP CORRUGATED METAL PIPE GA GUY ANCHOR GLM GAS LINE MARKER INV. INVERT O SANITARY MANHOLE TRB TELEPHONE RISER BOX WPP WOOD POWER POLE ry-Y-11 WOODLINE SPOT ELEVATION IRS IRON ROD SET -�- OVERHEAD UTILITY LINES RAY MARVIN SHIFFLETT INST. #0024051 ZONED: RP RESIDENCE LEGEND PROPOSED CONCRETE �. i PROPOSED PAVEMENT (8/2) ....... . " .. ....... PROPOSED HEAVY DUTY PAVEMENT (8/3.5/1.5) UTILITY PEDESTALS..... .... ........ . Q D EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN . ... ...... ....... .... ..w EXISTING WATER MAN PROPOSED FIRE HYDRANT ... .. ... ........ .... PROPOSED GATE VALVE & BOX • . • . . ' . ..- PROPOSED CURB & GUTTER " ..... ...........•... PROPOSED CURB W/REV. CUTTER SLOPE PROPOSED FIRE LANE ............ .. ... .. .... RE c EXISTING SAN. SEWER AND MANHOLE ...... .... . ...... :..:. :. ... . PROPOSED SAN, SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE -- I ELEC 1--- 1 PROPOSED UNDERGROUND TELEPHONE SERVICE TELI ---- PROPOSED GAS SERVICE --;GAS!- OPEN CUT ROAD CROSSING i j/ m I I 3 ASPHALT ROAD z / Q 0 r f W U W @D 0 s -J Q! �I D I 0 �50' RIGHT-OF-WAY (f MONTGOMERY 180-9 Prosperity Drive Winchester, VA 22602 (540) 869-0308 OFC Maximum slope across handicap parking stalls shall not exceed 2%, ben@cOb-meg.com (540) 869-0332 FAX A greas%il seperator shall be ,installed if a floor drainage system is installed within the repair area. The 2003 International Building Code can be utilized for building design. i NOTE: ORIGINAL PLAN DESIGN BY CLIFFORD AND'-ASSOC. REVISIONS MADE BY MEG .1C.' PROJECT SUMMARY \\\ TAX IDENTIFICATION NUMBER 75-A-51 EXISTING LOT AREA 30,488 SQ. FT. or 0.70 ACRES ZONING 62 CURRENT USE VACANT \\ PROPOSED USE OFFICE SETBACKS \ �\ EXISTING WOODED AREA `\ (SCATTERED V-8- HARDWOOD TREES) �110\\LANDSCAPING WITH 66FULL SCREEN r REQUIRE PROVIDED FRONT 35' 15.20 SEE REZONING AND SIDE 0 50' VARIANCE NOTES REAR 0 15.18' FLOOR AREA 3,395 SQ, FT. DEVELOPED LOT AREA 30,488 SQ. FT. RiGHT-OF-WAY DEDICATED 4,685.50 SQ. FT, RESULTING LOT AREA 25,802.50 SO. FT. LOT AREA DISTURBED 28,900 SQ, FT. FAR ALLOWED 1.0 FAR PROVIDED 0.17 (BASED ON RESULTING LOT SIZE) MINIMUM LANDSCAPED AREA 25% 6,450 S.F. LANDSCAPED AREA PROVIDED 60.15% 15,520 SQ. FT, PARKING REQUIRED PROVIDED TOTAL al�lalalala �I�INI�INININ ooa000 w v d N z z C> ¢= Y p U �3�zzUcS ��c�nzZc�r�z w w w w w w p 0000000 w w w w w w w Cn Cn CIO Cn V) Lo C/) W Cn 0, 0 rn rn .d- U-) o r- RI©12101 U � OFFICE � 1 ROGER L & DEBORAH K (1 SPACE/250 SQ. FT.) U, MOGLE STANDARD SPACES 14 16 u� INST. #0024103 HANDICAP SPACES 1 1 U ZONED: RP TOTAL PROVIDED 16 RESIDENCE PARKING LANDSCAPING r IMP AREA 10,672 sf PERIMETER TREES REQUIRED 6 (1/2000 sf) PERIMETER TREES PROVIDED 9 INTERIOR TREES REQUIRED 2 (@1/10 SP) A INTERIOR TREES PROVIDED 2 PARKING LOT LANDSCAPING REQ'D. 341 SQ. FT. @ 5% OF 6,815 S.F. PARKING LOT LANDSCAPING PROVIDED 511 SO. FT, U NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS U OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SiTE. G _ ___ G ----- G 775 ' ---ems.®r-trrasrera■�= _._.. �es�-'= - �r�ewr�--me�j- ____ 15" RCP 15" RCP 8 15" RCP 7 g ROBERT L & THERSA G T. W. and MARY R. PATERSON HOOVER ZONED - RP INST. #0023016 ZOINED: RP USE -RESIDENTIAL RESIDENCE P.LN.: 75 A-48 GRAPHIC SCALE 20 0 10 20 40 so X N ( IN FEET ) n1 inch = 20 ft. STORM STRUCTURE TABLE 1. END SECTION - INV.=769.92 2. INLET - TOP=775.18 INV. IN=769.89 INV. OUT=769.83 3. M.H. - TOP=777.96 INV. NN=773.93 FROM 4 INV. IN=773.48 INV. OUT=773.25 4. INLET - TOP=775.10 INV. IN=771.30 INV. OUT=771.25 5. END SECTION - INV.=769.48 6. M.H. - TOP=778.73 INV. IN=774.33 FROM 5 8. INLET. - TOP=773.52 INV. IN=769.60 FROM 9 INV. IN=769.60 INV. OUT=769.55 9. INLET. - TOP=773.72 INV. OUT=769.88 10. INLET. - TOP=773.63 INV. OUT=769.86 11. INLET. - TOP=773.52 INV. IN=769.75 FROM 10 INV, IN=769.74 INV. OUT=769.68 12. INLET. - TOP=773.65 INV. OUT=769.92 EXISTING FIRE HYDRIWT NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE, 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE, 3. NO OUTSIDE DUMPSTER PROVIDED. COMMERCIAL TRASH COLLECTION BY OWNER/OCCUPANT VIA LANDFILL PERMIT. 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. NO TRASH OR TRASH CONTAINERS SHALL BE LOCATED OUTSIDE OF THE BUILDING AT ANY TIME. S PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE AT PLANTING SPACING OUAN77TY FLOWERING PEAR FLOWERING PEAR 2" CAL. ® 6" HIGH AS SHOWN 11 PICEA SPRUCE 4 FT MIN. PLANTING HEIGHT AS SHOWN 22 (� SKY ROCKET JUNIPER SKY ROCKET JUNIPER 36' MIN PLANTING HEIGHT PLANT 3' ON CENTER 30 CUPRESSUS LELAND CYPRESS 48' MIN. PLAN77NO HEIGHT PER DETAIL 21 BUXUS BOXWOOD 36" MiN. PLANTING HEIGHT AS SHOWN 61 EMER O GREEN ARBORKAE' £MERALO GREEN ARBOR10AE 6' MIN. PLAN77NG HEIGHT PLANT J5' ON CENTER 41 UPRIGHT YEa UPRIGHT YtX 36' PMN77NG HEIGHT AS SHOWN 16 SEEDING REQUIREMENTS Permanent Stabilization: All disturbed areas aof paved shall receive a min. 6 in, topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 /b. Annuol Rye per ac. SANITARY STRUCTURE TABLE 1000 lbs 10-20-20 Fertilzer per oc. 2 tons agricultural limestone Pff oc A. TOP=774.06 2 tons straw mulch per cc. INV. I N = 76 7.00 Permanent seeding will occur os the final phase of construction INV. 0 U T= 7 6 6.7 4 Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final gfOd6 shall be as follows• B. TOP= 769. 47 60 lbs German Millet per cc. (Moy through September) INV. I N = 76 5.19 60 lb. Annual Rye per oc. (October through April) INV. 0 U T= 76 4. 7 7 450 Ions 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per on Seeded areas to be watered and cored for as necessary to provide gross emergence. M ��PLTH OF Vl �c r2 BENJAMIN C. y MONTGOMERY No, 030342 ca, 4 10NAL Z SCALE: DRAWN BYj IDS PROJECT NO. 08-99 DATE, 2-3-99 SHEET 2 of 5 CONSTRUCTION OF A SILT FENCE (WIITIIO UT WIRE SUPPORT) L SET THE :STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LWE OF STAKES. s'awx. Jill �zolr G�J^c'✓w/ iG�!� 3. STAPLE FILTER MATERIAL TO )TAJ 18 AND EXTEN M IT INTO TIME TRENCH. LO PLOW SkIEET F10W INSTALLATION (PF11RSPFCT11YE VLEW) 4 4, BACCvlll AM COMPACT THE EYCAVATEB SOM Prune codominate leaders Prune rubbing or JJ cross branches E <d DO NOT prune terminal leader or branch tips MONTGOMERY swilleeriNg 0011A iffe, 180-9 Prosperity Drive Winchester, VA 22602 (540) 869-0308 OFC ben@cdb-meg.com (540) 869-0332 FAX NO TE' ORIGINAL SITE PLAN DESIGN BY CLIFFORD AND ASSOC. REVISIONS MADE BY MEG, INC. -�RAI:F`I •-S-..8r` C�ROLYN P GREG0 . Y INST. #00 4104 ZONED: B2 ° VACA t1`___ _____ SCURI,T: Adapted from k?T &t—Loti L et���7'` 't r �. �tL41,VA D;YIC PIAI] . 3.35-2 a 1 1 t' �r N '�6/ ,erow0 and WTant H o \ NOTES: ,�� 1 , 2\F. CONC. � IN t - `.� FLQYE; ;` r4 I G :. / Et :- 773.51 1 \ 1. VERTICAL DATUM IS ASSUMED. i i - _ PROVIDE 0.75 Go/ YD. 1 RIP RAP TRANSFOR�R, 2. BOUNDARY INFORMATION TAKEN FROM PUBLIC RECORDS. TEMPO�ARY SEDIME T ,���.°,-'- 3. UNDERGROUND UTILITIES (IF SHOWN) ARE APPR XIMATE AND ARE TAKE FROM VISIBLE I ! SURFACE EVIDENCE AID UTILITY COMPANY RE ORDS. / �,' i�-gyp.." , -,�''y "'RpO GPS v FRE USINESS AN 4. NO TITLE REPORT FUONISHED EASEMENTS AMD/OR OTHER ENCUMB ANCES OF - - - t `� '� RECORD MAY EXIST ARE NOT SHOWN,�HEREON. c _-- -- R 11,�551�`f 6AS ESQ J' �11 ��F 1 %FROM OPER3�' ► t�` `t-`-'\�`± -- [AP 10 LANDS 01, DETENTION P INS /T i �7 - Id I . ' R=883.05 _.. "�--------, /, , SHALT ROADI `t S47'57 OS W - `.� ; ) \_- L=1 0') T - 7 774 __ •� 186`.rN`k ,� � � ...a , ............ _____ RAP IS tL`WT I �a- �n4 , EXTEND INTO RIGHT-OF-WAY --_ '� __ - - ` �� oo ►- 776- _ , - I ``774C-1L 0 oe CAS y w$F _ co cc -Loe EXISTING ENTRANC�\��__11 v jI` Prune narrow crotch angles DO NOT stake or wrap L- and water spouts 1 trunk unless necessary Prune broken branches Remove all tops and labels Prune suckers j t j Cut away all baling ropes % ; 2"-3" mulch kept away from trunk Remove top of wire basket I Soil well to contain water I NAMENDED backfill soil v�v widen and score hole wall ortially backfill, water to settle sot, finish backflilrng I Remove container and cut circNng Area for water drainage roots if container -grown, or as much Leave solid soil pedestal - do not dig deeper than ball depth burlap as possible if field grown i i Dig hole 2-3 times root ball width TREE PLANTER DETAIL to eonb �j POLE MOUNTED PARKINGSIGNS INSTALLEDIDICAP R,VIRGINIA STATE CODE SECTION 36--t9,1,1.1 \ t EXISTING WOODED AREA FREESTANDING BUSINESS SIGN j \t (SCATTERED 4"-8" HARDWOOD TREES) SF' MAX. HEIGHT. 35 FT. 00 0. FT \ I ^ 1D'\LANDSCAPING WITH ' PROP RTY NE oc'ULL SCREEN L0 50.00' . �, : -WiAI.L W' (NTED 48.5' i LIICHTs � \ VOOTCG-12�`,,15-((A)) 1 \\,,51 !'• `2,9,369 SIF '.PROPOSED �'� ROGER L & DEBORAH K ? ONE SUy ` MOGLE ; �' ' • ' A RETAIL/OFFICE BUIDNG �' INST 0024103 ' 3395 SQ,FT. TOTAL AREA �`;c SF \� I r ZONED: RP RESIDENCE F. F. = 774.33 p BLDG. HEIGHT=35' (MAX,) /m/ ', • 4" SCH 40 PVCEWER 121' 04.09 • ° -•-W IN-w• 77.1 U ---- - --`' - --- ----1't� -- - A ?' tRE5dMV OUT = 767.00 I• WALL MOUNTED., LIGHTS o ; tt GAS SERVICE tl 4 tPROP. 25Inactive �L .�• iL' �775.M - �1D'� '•i �- �� _17_4 T rn I,]nrZ•Ze)'AQr"c 1101 �r.1nr,�w Buffkr Bt ffer t t 1 I 1 1 t 775 - _ `=T ` 74 i I -' ASPHALT ROAD -- f ± R/W VARIES r "SPE"D LIMIT N 40 M.P.H. N F AYLOR ROAD 75_ - I �^ ROUTE 647 " COUNTY OFF FREDERlCK -- -- -�" _.-- n i ` ` _ l�6 I ---- - 1 77I 15" RCP 15 RCP 15" RCP �. „ � i r ,� ._ ...- � ._. -... �, _.._ _ ._......_ � - - L _ ...._- •, -- ,._ a.w � --_. 7 8-,.ul----- 9 15 RCP -- ,� - W _ __ __ __ �, _-._ ._ __ ._ 0 - __ -_ _---_ __ �_ __ _. _._N F _ W _ ROBERT L & THERSA G / RAY MARVIN SHIFFLETT 7S I - HOOVER T. W. and MARY R. PATERSON INST. 0024051 ,p-t*---- d -715- `" "- ZONED - RP # CA " I `-`--- � � INST. #0023016 USE - RESIDENTIAL ZONED: RIP I i ASPHALT ROAD ZONED: RP P.I,N♦: 75 RESIDENTIAL RESIDENCE ,I I =� / RESIDENCE ►i `Z CA GRAPHIC SCALE OPEN CUT 3 I C n STONE CONSTR UC'TION E ! ENTRANCE `` '10' MIN. EXISTING ' PAVEMENT � A ! v v 11 5:7 \MOUNTABLE t'ILTER CLOTH fi* FAIN• j A 5EMM MPTIONAt_) ' SIDE ELEVATION EXIS7,'NG GROUND ' B k'ASHRAriC rW j (R£QIIIREL) I I s 1c/ MIrl. 10' MIN. �"�"'-"" EXISTING zVDat #1 I I r~Z POSITIVE DRAINAGE 10' MIN, CIAIRSE AGGREGATE H TO SEDIMENT TRAPPING DEVICE " MUST EX END FULL 14'0I1H I I OF INCRESS AND EGRESS I Ep� t g J t VIEW V PLAN CPEw1T!GN t Y I i s• FAN, FILTER CLOTH—1---- SECTION A -A ! 1 r I SECTION 3-••B e 1- y, o .fla1"o. 1 ..._.�..._.�..--^A ,•�;_.; .. i •� Q o,f/ .... f%S.t, �!4.... imrtt 1. . 'r. 9,� �•_•. �`i14(., V w! �,i PIPE �r+.►�� y a+V*yam DE VNED PLAN VIEW w f�- SECTION A -A NOTFS, 1. APRON UNING MAY BF RIPW, GROUTED RIPRAP, GABION IAASKM, OR CONCRE`rE. 2La IS TM LENGTH OF THE Rr^ U INC Qi , BUT NOT ROAD CROSSING ,s _2 _ - "-- IJi -? I z !! I A Q 0 1i ° �0 U d- U � D W O s —1 Iy M S ' 0 50' RIGHT -OF-WAY ## I ( IN FEET ) i inch = 20 ft.. INV, IN= 770,60 3 `--CLASS I RIPRAP SILT FENCE CULVERT INLET PROTECTION r-- ENDWALL �-- TOE OF FILL e SILT FENCE e o t DISTANCE IS 8' MINIMUM IF FLOW IS TOWARD EMBANKMENT Flow OPTIONAL S T ONE COMBINATION h� FLOW --► 2.8' 'VDOT 1�3, /357, �S,fj58 OR % COARSE AGGREGATE TO REPLACE SILT FENCE IN ORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC I RIPRAP PLATE. 3.08-1 LEGEND, ABBREVIATION DEFINITION CMP CORRUGATED METAL PIPE GA GUY ANCHOR GLM GAS LINE MARKER INV. INVERT SS SANITARY MANHOLE TRB TELEPHONE RISER BOX WPP WOOD POWER POLE ry-f-I WOODLINE SPOT ELEVATION IRS IRON ROD SET - ��-- OVERHEAD UTILITY LINES LEGEND EXISTING STORM DRAINAGE & STRUCTURE • • • • - PROPOSED STORM DRAINAGE & STRUCTURE •••. . '- '— PROPOSED CURB & GUTTER ..... •.. ......- - DRAINAGE FLOW .... .... ..... ...... ............ .... EXISTING GRADE ........................... • .... ,. ::.. PROPOSED GRADE ........... ..... ................ PROPOSED EASEMENT AREA ....... ... ...-- PROPOSED SILT FENCE ... ... ... • ....... .... .. SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING ... .......... SILT FENCE INLET PROTECTION • ..... • . . ! 1 DRAINAGE AREA BOUNDARY ....................... PROPOSED CURB W/REV. GUTTER SLOPE ...... ... DETENTION POND A DETAIL AND TEMPORARY SEDIMENT TRAP DETAIL Top of berm at 773,50_ Emergency overflow at 77250 Proposed grade V Embankment to be placed and compacted in 8' lifts. No to soli, organics or stones greater than 6' diameter shall �e used/ Mai rial shall be comported to 95% of maximum density at pus or minus F6 optimum moisture/ Core material shall meet the following & Unified classification) SM SC ML, MH, or CH, Particle sizes 95% passing 1/2' sieve god Urn on Crest Class I r�p rnp lhing on darnel over slope Class I Geotextile to be provide beneath rip rap. r1gRet*ed0,50' 1 3� I-'a32� 3:0 1 4 Cn N rn C/') Cl� fn w C� c� C� L� w �oNtzpa�z cn LLJ c� U d n C:) CD - �3�zz�c.a 00 p�ciL� o-M-l.� a-tZ0-IZda-L,- dor�0000 w w w w w w w (nV)rnr1ornV)V) rn rn rn rn rn rn� rn l rn a� rn l •1 to �Q r CV P7 -d- U7 C0 OD L tj,TH OF Vl BENJAMIN C. �1 MONTGOMERY No.030342 SS10NA L ��G k I NA z V 0 ^` 0 O Q i 0 0 J r/1� ° / CD d 1z Q SCALE: 1 "=20' DRAWN BY, IDS PROJECT NO. 08-99 DATE, 2-J-99 SHEET 3 of 5 I a S I A.00, STORMWATER MANAGEMENT POND 114.14' a. 6.00' 48.50' PRtipnqpn RP.ThiT.Inmrp RumnTma 50.00' "HARLE-5 Rev. 05/96 MONTGOMERY -d No. 0402 030342 S-T) I S'T I N(!�� V �5 ass �� o shall be slightly higher 1/4") than. the existing suKhce to provide a A SUBSEQUE N-1 SPEQAL PROVISIONS smooth grade into the existing pavement surface. 71.. Cuts .1ri surface treated roads with aggregate base course shall be replaced 1. All patches are to be replaced in accordance with the following regulations with the same layers as roads With-asolialt base (BAT) except the subbase and as shown on Figure 1. layer (Type I'L Size 21A) is.. reduced to six-16") inches and the (RAI) layer to I I I M. 1. 5" OVERLAY ASPIJALT four (4") inches but still keeping a six inch. bench. The suffice course shill be FIGURE I CONCREM SURFACE COURSE 2.. The permittee will be required to replAce. the surface and base of the roads a surface. treatment matching the existing surface. TYPE (SM). included under this permit in accordance with the Roads :And Bridge Specifications and thtis'Special Prov'islon. The cut to be backrilled shall be made as dry ,is practicable at the time of backrilling by Pumping, bailing, 'draining, or other approved dewatering methbds�, 3. Backrill material shall' include a -minimum of four- (4"). inches bedding 4RNT EXISTING PAVEN materials (;and or #57 stone). The', balance , of the backrill shall 'be approved . ....... 9. All cuts sides d des shall trimmed to neat straight lines ana tack coat shall be soil compacted to the bottom of subbase layer (Type L-Size ,2 1A or 218). The .................... ......................................... at a 0.15 gallon per square yard of or CAE-1 q entire backrill shall be .free from.wood, decaying material, asphalt- 'applied rate of 0.05., ............. ............................................ ASPRALT CONCRETE BASE COURSE . . I concrete, �M) M N ice, frost, large 'clads, 'stones and debris. before placing.thg plant nilir. TYPF,(Bm ........... - ....... ........................ ....... avent L. sh It be from edge of pavement to edge of 10. Replacement of p, en, .1 TYPE I SIZE 21 A OR B AGO 4. Backfill material shall" be compacted to a.mlnimum of 95% of the theoretical. pavement -except whenlindividual cuts -aft' made and not covering the entire COMPACTED TO 100% MAX. DENSITY maximum density at 'Optimum rnoistuee, content, as determined by.YDOT 21 AOR B MIN 101 URE CONTENT width;ofthe AT OPTI?A( JM 'MOIST , pavement testing procedures, use,m.. echani,c�il. 'tarnpitig ',throughout the depth of the trench in six (6"),inch layers to. ins re'thaundequate support isprovided' for 41. Placement of all, Asphalt Concrete -ind 4itiface4reated courses. shall be rolled e layer., (Type, 1, Size or 21 the subbase 6! Naving a many acturer's rating of ten (10) tons, where, possible. with a,unit * SELECT MATERIAL BENCH and rolled'until the Sig' ate is ktyed into the bitumen, R' TYPE I CDR 30 It shall be the option of the esident. Engineer to nest 9 Where'rolling.is,not t and review the APPROVED SOIL OR SELECT MATERIAL q IE — — backfill compaction test results ana/6' _poss,ible,'�t�ineehante.il'lit.np,'wilI be'uscd..'Jn�all,cuts st'one4s�-io be placed in BACKFILL 4 r authorize an inspectoi, to monitor the TYPE I,CBR 30 OOMPACTED TO 95% the trench. daily up Wa 'maximum ngth.-of 500 feet, at which time the MOISTURE compaction. . . - . . k MAX DENSITY& OPTIMUM MO tt 0 pavementshall. be,covgred,.with -.k tmporary or permanent asphalt patch. If CONTENT , X 'the ,40plication ��'bf .the bituminous layer is delayed, for adverse weather 6. Cuts in roads with Surface r ace Course (SM) and.Asphalt C RAI) dnerett Basej -ditions, the contractor s r hall provide and inaintain.a base course that is shall be replaced with'tiin (10'!)4fiches ofType,j, Size 21A or 21B,- 94;rqate UjVuntil such time ni%the appropriate pavement.patch acceptabl'a.to the,V 0 SAND OR NO. 57 STONE compacted toJ0Q_ percent of -the optimum BEDDING 4"1 _476 can �coinpkiidn' n be applied, p the,inst'allatidn of the as; sewer, and-watir Moisture content c6i4ring-trench -trinch vidth -in additidiijo a binch'of; RA t t In -the tn. once -prescribed on the IAN. TRENCH WIDTH TO SUPPORT h , 0 it ", i4i,,: " thi Jay; flnesj con ractor:-s a I restore. pavemen a six (67) inc 16S & To a s r shall serve as subbase.- An Asphalt O,D. +24v(*) TRENCH BOX, VDOT permit.within (lb) -days. Conc,rete base course' BM of a six (6")'Joch, -minimum thickneiv'6r� match'. the existing;; base thickness, shnillb I FOR PIPELESS THAN -WTHE TRENCH WIDTH MAY BE 36" MAXIMUM. e p 2ced:`over tlt� subbase. A surfa nsible. for any,� depression. grater' than 114" that 12. Contractor will be respo asphalt concrete course. of A minim' la m SEE UB-1 (ROAD ANO-BRIDGE STANDARDS VQLUME 11) um,bf LS!! (S ). shalLbe, p , ced, on to `of atching. Correction shall consist c rs within i oc u href� Year$. 0 C.0 . pletion:ofo. t e trench vidth, I t concrete SuKk he baseIBM) covering the _rbias�hal e COUM �1 of milling And, mplacing 4.5",of surface Course mix (SM). CUT REPLACEMENT W ROAD&WITHASPHALT CONCRETE BASE AND! SURFACE M-SECTION DIVENS1 CIAM. A. a C ',,o E . . 24# V 7- _� _T - - 4 1:� 'W 31r_ I e-:r 64*, 2!-10 or-fr. 4 tf 9-: . _3r__0"7 ne 44- a-_ cr- cy-- Q) o � O A SCA" LE: IVIA DRAWN BY, 1'/ D. S. F"0JECT NO. DATE, 2-3-99 SHEET 4 cFv CONCRETE CRADLE STANDARD 4" select ackfill 2 O.D. concmt 4" select �ackfill All backfill to be compacted to 950A of ASTM D698 maximum density. CONCRETE ARCH I 24' select backfili 6` 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45'bend bell adapter 2' 3' minimum SDR 21 gasketed SDR 35 8" x 4' pipe and fittings gasketed bell wye SCH 40 solvent weld cap property SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- :raw 4" Select ackfill 11 • O SEP 05 SEP 05 778 774 770 766 7e 0 finished grade 10 Valvco, Inc. Fig. No. 71 BOB with lid marked "SEWER' bottom section — of box sanitary sewer main SDR 21 Wye rr •k; r.45° SDR 21. concrete skid pad 18" dia. x 6' deep 4" stone Panella Model PA4SV-CSK (4) cast iron cleanout cap with brass plug having a countersunk square head SDR 21 - cleanout pipe f+--brick base SDR 21 45° bend 6" stone bedding SEWER CLEANOUT -19- I L --+� Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. S94LL RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT SIDE PVC DIP JOINT 6- 8- 10- 12- 6- 8' 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 f 0' -- -- -- 40 -- -- -- 20 REDUCER L �L I L� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8' 10' 12' 6' 8' 10' 12' 60 60 80 1 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- New 8" Waterline a a. [- A 4' MINIMUM COVER A w Z Z H Z J Q tY o N w 8" DR-21 = v) w 00 J +Z-� J —1 Z x W Q� iij ,--r w > f--r Q o o CO v + 0 + 0 M ij SEP 05 SEP 05 778 774 770 766 7e METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5I8' x 3/4" or 3/4" 18 in. Dia. Non-Traff c 74M32CRG Traffic A32HH-T 1" 24 In. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2'x 4' with meter box top 6' painted blue and cover finished grade— 5 ft 1--24'— finished 3" stone grade surrounding box 8°-1 1 1° CTS polyethyle tubing (PET) 200 psi with SS insert; at all connections saddle with, Corp stop Opposite Side 12 insulated gauge copper wire for line tracing, taped at 10 foot intervals r■ ;1/. 1" coupling p Same Side (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 618° x 3/4" VBHC72-18WD-44 44 84 VBHC82-1 OWD-44-44134 3/4" VBHC72.18WD-4444134 VBHC82-18WD-44-44-B4 1" VBHC74.15WD-44-44-B4 • N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) install 12 gauge Insulated copper wire (for line tracing) from core. stop to Into the meter box [wrap wire around 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]. 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 Lr Lr addition to restraining each joint of the tee, (1) any joint TIn that falls Within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that fells within the recommender` length of the run (straight through) outlets (Lr) shall be resti.ained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Rt) RITING PVC DIP DEGREE 6- 8' 10' 12' 6- 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 1 20 20 1 20 1 20 20 20 20 11.25 20 1 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- 2OF3 SEP 05 concrete pad 1'-6" dia. x 6'deep 4' stone screw type ad]untabie valve box (location marker %stone I 'Joint restraints finished grade i46' In. valve restrained /— to main W ' r ....... r. r stone 18* to 24' 6"x 8'k 16" solid bkxx;lcc (for valves 12" and larger) Note: this detail Is also used for butterfly valves GATE VALVE -9- finished DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH SEP 05 UP BEND DEPTH �G � �Lu� Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. in addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 Fr MIN. 5-12 FT. 9ZVME DEGRIEE OF BE'1/DS Ld (DOWN) Lu (UP) gNlrff DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- PVC/DIP 45, 22.5 & 1115 20 20 10' PVC 22.5 & II.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 2ZS & 11.25 20 20 12' PVC/DIP 45 40 20 8' OIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10' PVC 45 40 20 12- DIP 1 225 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 05 die. schedule 40 steel 3ipetilled with concrete and painted yellow finished grade con concrete encasomerrt 7. tt BOLLARD DETAIL y�y ` .IVA�/����'�•'�•'��"•"•'^�"""' mechanlcalloint �� swivel tee with e' branch FIRE HYDRANT ASSEMBLY -10- SEP 05 ON a 9 W00 co O O 0 ,7-W pNp E Q <Np V ;g _ N tT aD C E o L > �a @) 6 V C co -J2C C�U co I t W LLJ 0 Q a ry cl� w a O l� J l O }' o Q LiJ 1 LLJ o 1 i w ry ~ d O 0Lii v w Q, Z_ Z LU Seals and Signatures TH OF �l �c v BEN)AMIN C. v W MONTGOMERY Q p No.030342 cv p 00 ONAL DATE: MAY 24, 2006 SCALE: N/A THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF 5 <9006