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HomeMy WebLinkAbout029-97 Dr. Fairman Veterinary Clinic - Stonewall - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP Turkey 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g P P VDOT and Frederick Count prior to construction in existing State right-of-way.oq (VDOT) Y P 9 Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. An approved set of plans and all applicable permits must be available at the construction site. Also, a er must be available at all times. re representative of the developer P P Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. All pavement sections on theapproved plans are based a minimum gCBR value of 10p CBR values less than 10 will require revised pavement section re ared b Greenwa Engineering and approved b the owner. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. p p The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. V1. V2. V3. V4. V5. V6. V7. V8. V9. V10. V11. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. All construction shall comply with the latest U.S. Department of Labor Occupational Safety &Health Administration and VOSH Rules &Regulations. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. Y> Design features relating to construction or to regulation, control and safety of traffic may 9 9 g Y Y be subject to change as deemed necessary b VDOT. J 9 Y Y Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. All water and sewer lines within existingor proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q g y g pp Y EXISTING INTERMEDIATE CONTOUR 33 EXISTING INDEX CONTOUR " �� -� p 4 m 330 PROPOSED CONTOUR 40 �.__ . _. EXISTING EDGE OF PAVEMENT _ ...__ __.._ .__._ ,_..EX E P PROP E/P PROPOSED EDGE OF PAVEMENT EX CBcG EXISTING CURB AND GUTTER =: =-_ :- e� :_.._: a- .__ _::-_ . _ :: _.: _. PROPOSED CURB AND GUTTER PROP C8cG CG 6 CC-6R TRANSITION FROM CG-6 TO CG-6R -== • -_ =--= - - - Y=_= = = -,= _ _-= EXISTING TELEPHONE LINE ________ _______. _______ __.__ PROPOSED TELEPHONE LINE - - - _ - _ EX 15 RCP EXISTING STORM SEINER _._-_-....; - - - PROP. 15" RCP _ PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE r, - - - - PROPOSED ELECTRIC SERVICE-..-----__ry___ ._.__ ._..._._._. �____.__...___._ _..-__._ EXISTING GAS LINE - ----- - - - ° -- -- --- - -- --- - PROPOSED GAS LINE - - -- '> -- -- - ,= - - - PROPERTY LINE FLOW LINE -- -- - -- - -- FENCELINE - --- - --- _k _- --- a ----__-____ EXISTING POWER POLE ' ,� EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE __.____ ___.x __..___ _.____._ _. a_:-_!___._.__....__..-..__ PROPOSED WATERLINE W/ TEE w w- IT' W EXISTING FIRE HYDRANT, EXISTING WATER VALVE ---- - _...___ .__._..�;. ____._._--_.:_._.___ _ _._____ SCALE 1"_?� ----- o heizel Spring �_ o U Z00 N C� N � Z a :° uo in 6�o J o, I M �- = > N _ r >• a� at I ' � o 0 _t a o a � � Ln fl a 0 cJ Q) X � a� Q C � � n L °' ° c - > ° w p " s APPLE VIE ESTATES m �� ARBRO ' K +Q `� ORCHAR arESTS E ,,� E i AVELAIvoo¢ E, AT �a Q ''Ft � s �t Hopewell 6leetingAousq Washinglo �r Spring 66 Clle ,� o 66 rook Extt•321 ,� � ! O*• rat � $ rbrook o r st, 67 o o � ,� �, rP G / �Y �� O WA REs al °°®sal S ? q Ballielas Boat Rentals fisfi rase FisTi'n f� FREVCa Pic 'to ( � Playgr SHEET INDEX ao �. �. OJ d Q o z o z - z o N .. J J > > j 0 o o .-.� � � 'r' � o Q ` J o ow w J I - o w Ld �- > o > o O ]� z °- C Q O Q Li - o_ w Q � cn L Q 0 � # yw,� o # 0 SHEET I o E 3 Gov E 12 S H e E T S H E E T z o F 3 S ITE P LA H SHEETS o F 3 DETAILS A ND P�FI LES PROJECT INFORMATION - STREET ADDRESS.- 1092 HOPEWELL ROAD FINAL SITE PLAN MAGISTERIAL DISTRICT STONEWALL A-P OVED PARCEL IDENTIFICATION N0 33- A 164E LOT AREA 1.4962 AC CURRENT ZONING_ B2 CURRENT USE COMMERCIAL �Oz q -" 9� PROPOSED USE VETERINARIAN OFFICE z W 15. 16. 17. 18. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority. P Y / Y Y- The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. V12. V13. V14. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. All roadway fill base, subsurface material and backfill of utility/storm sewer trenches shallUJ y be compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. PROPOSED WATER METER ___-__,_____,-_,,_.__ EXISTING REDUCER -- '= - -- PROPOSED REDUCER - - - ---- = W STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES -- TEST PIT LOCATION s , t BUILDING SETBACKS FRONT R/W: �5 PARKING SETBACKS FRONT R/W: 10 SIDE R/W: 35' SIDE R/W: 5' SIDE: 0' SIDE: 5' BACK: 0' BACK: 5' Z - �_ > W Z Zw :Z 1� w� J Nj LL� )< J. Z � p V Z i Q F Z LD 0 w Q C] _ � N - N C\ N N N 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will he protected in accordance with state law. In the event gravesites are discovered during construction, the owner and V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within HANDICAP PARKING H/C O VEHICLES PER DAY COUNT 100 > F.A.R. CALCULATIONS PARKING CALCULATIONS REQUIRED = 1.0 REQUIRED OFFICE: 1 SPACE PER 250 SO. FT. PROPOSED BLDG. 4,272/65,174 = 0.07 PROPOSED OFFICE AREA: 4272 SQ. FT. = I8 SPACES 21. engineer must be notified immediately. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering any dedicated street right. -of -way must be provided to the VDOT Inspector prior to acceptance of work. Unit: and total prices may be obscured. PROPOSED BUILDING ENTRANCE - ®- ®®-. __--- •- 27 SPACES PROVIDED®® 22. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an i b bl i receivable ass. accountPROPOSED EXISTING STREET LIGHT STREET NAME SIGN + HANDICAP PARKING 1 PER 25 = 2 SPACE REQUIRED = LANDSCAPING CALCULATIONS HANDICAP VAN ACCESSIBLE SPACE PROVIDED 2 23. 1 professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement gppera of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 Power: Allegheny0Box 1458 Power Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE INDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE - - - - - - CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE ' r PROPOSED TREE M - - = -- 12 18 - 12.0 + 12 5 15" OAK - 15" PINE OAK INTERIOR PARKING LOADING SPACES 1 SHADE TREE PER 10 SPACES OFFIGE BLDG. L-E-75 -THANSQ.FT- 27 / 10 = 2.7 TREES REQ'D fzEQUIfzE No LogDING SPAGE 3 TREES PROVIDED PERIMETER PARKING 1 SHADE TREE PER 40' go�® 600 / 40' = 15 TREES REQ'D F� p4?\ a 15 TREES PROVIDED 3 HEDGE PROVIDED BETWEEN PARKING AND R/W E- w �' f2t� W O � iJ C0 U W E-�: � 4+ TRIP GENERATION DATA G L-A 5 `� LJ 5 1- GF i9 SG2.FT. No. EMF'i_. 1fEE5 TRIP fzATE 1/Pp �3o 6310 819' 91f4_ 841 814 F�'.Gt.INIG cLiNIr- -Fz£TAIL APPfkREI� 15 wl-to1.e��LE `�s Imo{ ZS 3�Coo I�1 z5 ►`i-zs -72-0 432 7- 3. a -7- -5. a 40. 7 4d. 7 15. S �,o. � 5.5 I 33. ��{. Z 513. o 58 . o 11. Z 17 � 55.2, ,-- A 3z8. FCSA CONSTRUCTION NOTES 7� SU VEYOR S CERTIF CATS 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and for side I HEREBY CERTIFY THAT THE LAND CONTAIN.ED IN THIS PLAT IS A PORTION OF THE LAND CONVEYED TO I2AYtAoNiD L. FISH A;r_[D J. F(*H E5i DEED F-EGoR-DEt_) AMONG THE (_AND IZ-�_GoR-D5 ot= F�DG�IG►C GotJN71�, VIIaGINIA, IN DEED k�hL 7 7(, Ai PAGE I�(o . MARK D. SMITH, P.E. L.S. �r j� E� ® VET b SHEET sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/conctractr's responsibility to have the meter box assembly installed correctly. MARK D. SMITH No.022837 Grt,�h,(�1� SS I V to IL, Project Name: D�. FAIRMAN Project Number: 135 Magisterial District: g Date of Plan: Month, Da Year ( y' ) 6. The Sanitation Authority shall install all water and sewer services that connect to existing STONEWALL 7/ 1 i /97 lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicaton for services must be made and fees paid. PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code & Telephone No. P.O. BOX 147 / 1092 HOPEWELL ROAD DR. DONALD EAIRMAN CLEARBROOK, VA 22624 7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH (540) 667-1454 for and make the tap. The contractor must make application for and pay the cost of this work. FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code & Telephone No. 174 WARM SPRINGS ROAD 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. DR. RAYMOND FISH WINCHESTER, VA 22603 (540) 667-1454 DESIGNED BY: Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 9. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. JOB NO. JOB ' SHEET l TQ, 3 m rn c\i iri cv LL- cr- 0 z z Q . 1 Q m CD 3r U zt�ivi,i) r? _ ._..... GoN5TRl.IGT1oN NoTE`7 GU tZ V E PAT A DU R I N G A N D A F T E R PH A 5 E I GoN 57P-LA GTI oN N O. D E LTA P,A Dt U 5 A FzC- TA N GEN-T o G H oP-D - o \ THE CONTRACTOR W ACTOILL RP1Tt INSUE o9VE i 8� 07 SZ S cam' 38.89 Z�f hZ SZS 14 7 E 3� E 1 41 1 i F \\ A ~. \ \ \\\` ' \ y 1• \ `'\� \ ,. \ \ �'\' , ,, \ \ �',', '. �+ `\' ;` \` \\ `' \,`� \ \ \ DPAtNAGE -%-THE NORTHEASTERN GULVEf?-T UNDER -THE 12•AtLR-AIL-CHIS MA'i REG�UtR-E \. 000R-DtNA-ftoN WITH GREENwA-( ENG(tAEEF-tNG FOR-G-RADING SoLUi'IvNS. � -2. 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P ''. �6P" ` U71L1-T-( AND \s ♦ Cj (CIAV I F'F. - 631 t; `'� GRADING 2 , EV015,toN AND 5EDIMEt4T GoNTRPL LEGEND HEIGHT: z01 I 3 I J I \ O FIZOF09 tzo�K GHEGK DAM �6' � N 1 Zo tiwG p P wNG zo' bti r \ SIGNS S'R P 2\ \ 6 ` Ip PP-oPoSED INLET F'FzoTEGTION 5• Ab S �o PROP H.G I N t * 3� 95 A PM (E)PrcPoSED oL(7LET PP'oTEGTI nN IzAt„ tP 9 Pf'oP ti t zo.STRL IGTI N �'G ;�6z�.o, �� J E NG Q PRot-� SED SILT FENCE NTI�A 5F o n� a \ _ _�uII2EC� P G PROPOSED GoNSTt�t!(�TIaN MATCH GIAA DE p, OR ( Plzo . c 7 2 © E N TR-A hl G E p H A5 E To EX E. p. FRE D PPvP. GUAPK�)P-AIt__ " s� SEDIMENT TRAP GAL6UL-ATtoN5 bit �_��_ �za Pf�P N�lo�35 3o W --�- -� G —�' �L V.=&23. I - ZS O IN �� z — _ PIZAINAGE ,SvvM Ll IILIT(AND `� 30" W - 3�8. ' IN\/= CRAD(NG EAS.EM_-ENT To- _ sa . },. } I � . }. ,� ► }_...}---� � � � I I } �- t- � � I --I } } I � � i � I 1 I I I I I I I I I I I I I } � I t4-I I I I I I E ANC sir r oA� cO. 60' VW - DB 633 PG 712 EX. 3. B' x 4. /e WIN Ej �Q� WES STor.! E Gu L V E R-TV CST N flTE CHE T �+ TE N �� �� - A D STlzt P of IZI - C3 NV. _ �l`� 7o A I FT WIDE ---------- -- -- -- -- -- -- -- -- -- -- -- -- -- - - - - - - - -- -- -- -- - - � STnNE � 8-fHtGK., WiL.L PEE --------- --- --- ------ --- ---�-- - -- -- INSTALLED A-T 6AGIz--c--F ALL T. M . 33 - (( A )� I&4 � T. M. 33 (( A )� 1(03 GUP-C3 AN CDALQNG ALt- GOH2-A EL�EN DIGIZ E DAVID At_LEN DAR-NEI_t_ � ROBEt�7 P. 5P�wr�l 1 D.6. -7 13, PG. 13( � EDGESt�F PA�/Et•�fENT D.B. 544, PG. Z�I i ZONE : P-A U 5E : RESIDENTIAL AND 3U5(NE55 ` ZONE.'. 13-3 USE : GOMMERCIA L- pEl2 VDoT STA,NC->AR-D5. S.r g g a IMF` P P. E.P. C` + z &. 3 r 2-7-�/�� Z.B'F=-•x�zB.Q S o+eav � PIZoP. �iED(MENT-TF22AP 3� 4+6r�.s8 1=X.G.M.P. -Tp6E �t; �,,: 6 R TEMP A&ANIaaN ND �, i S 7Z``i$' 12, wp / AGGE`7r7 1N .: bzo.3� 4EFrt 1 LAGG % -� E E 5 M ' 7 1z, I000l GUL-DE-5AG �� I3 P - pP�P PHASE �1 �p � � \' TO 13G �/AGA7E h : -. pz _ r�o W (TH THE P P. G Fz X P� GG 7 EASEMENT NOTE'- PI=oP.HEVG SM �' z .� �� 4 , ZS'R- ACCESS To THE p�u►LI->(NG GoNTINl.lii-T(of�( 'V � y `'` GZ /� -�."� / - O F TH 15 }z•OA [R, S'PoP. H - G e ��. GG- t' �PpvP. •L ` '� / A-TEfAF0E-AR(GP?AP44 - - ZS - -- - I - -0 ,� GUA AIL 6z6� qR, W(L.L BE L(MtTED DLIR-ING �Z, � �� �� EASEMENT IS' F:FOM THE a5 SHowN - '.� ����' A Imo- `(EAP- DE SIG N STc�l2M R.O.W. LINE Ici G12AN-TED �ij� `THE 1'�R• FISH 3 CT1z z+I��{ I N ���• PUE To 1N4UHDA-TIvN FILM c7t`I LoT 33-A- IG,+G MASTER N U y DEvEt,opr.�EtUT Pi;vP - PH/ts �.P. �-- 3ro`---►y i _��2� - Z %r2 .,.,:,: 6ZZvl �iToRt,/��I.�TE(Z FLOWS . U -Ti-f l t - -T E G L- = E A G PL A at I , r� c ors t I .t t. I C ! b u oc. -rr-1 nS _ . tS _ Ld �j 11, I S \/A GA-TE D . E, E--a xa ~ �4O a zw DATE: 11 /7/97 ' SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 135 SHEET 2 OF 3 ICOATS Tli` `— 'lam °'% 11 11 t *1..1.� 7'0NE' `• fi:'t`S' RU C IO.A` FV T N(,' 4XJ1F A �•NC YFL . s %` woom I% i SIDE ELEVATION rt 7AFLLN FMITER DdiMI f 4,sl AM, ',OMFAt - yq, wiNNil .v .., C - . tit if C .kW �011 M, ICI T-1ZW ra:•TALJ i • • OUTLETI •.. •• �. �;�ya � s �f .. � �.ip•�• .. . . SIiiiiiiiiiiiiiiiiieA 5=T0 c64a i E u Are04ADAC ii `r DJ►!t_ OTIL .. di N * Al-l_ MAT AL- TO 5 e: TF-CATe 1=11, t-UIli0e A- F RoN T view M. 4TL T ILL LN E 1CS 17 ,6AA37"U=,®rm�m SrHlr wG�vtD gt ri.Ax" riLmTS I�cr.~�ros IMANNANNIN UNNNINNINNI S: OUD BI 'M- ash POW. A ii.MINAGEWAt' ':F Y A,L 't'1014 (FRONT FLL'VATI. ) a Ci" Club H I'f►AW AL 'rs a A r14' I i. Q —f— G.nu r4ZCT 4"A h' r- 4 N &3`5:7 b 3,0 L CULVERT INLET SEDIMENT TRAj �1I -- . �ii• iZ►'*ems'-�1k `�� -. �s_ TEMPORARY SEDIMEFIT ■ ■ Z OF STOW ■ ,E DRY STORAGE TOME TO TOP ,. ,.:. LEVATION • ��i\li i>��oera�srr>ie� ii1i..�'•'.!+ . ...... . ...... TitC lF�. H0i1 OF L' i P3 ;EC t=�N TS RF''IdCAR AT (IJRE R LE"", 11HERF AN , V CA.PAHi'U•rl'� I: t+ 8. _9i " GRA4_ SHALL H V11( - jiMY OR i5 COAIMZ Gti ° ..i. F }• 4" C NCRETE .r .° a ° .. ' 300 psi L/ IBER ,.. .. a'' CON BETE 4" 21-B 5,45E . 3000 s I STON . • WIT1-I 1"IE&H •a, S I D UJ,4LK 5 CT I ON 9S &I 411 21- B 5,45E STONE 1DUMf=eiTEfP, F,4b SECT( N i i_i'e' � , ♦ �IjjY�jf�ej..j�f0 �•i �� •�1• •,mil •• `��� ♦ • r` N M + d"i N m Lh N (` N 1` N r N N m N N N N 1Z •D I- X. DE UJ N 4.. Lit 0 + N I 2-tno i2o D p Fl�_E ("= 5 VEI2-T, z Y LL tL w �3 ? ED t1 PIMP. 4- p-dAD IP IP �tGH� 1' ��, �����+ .a•.-�i/�. ♦ i • (8461�D ON C81R-10) Control E tandards I. Permanent or temporary soil stabilization shal be applied to denuded areas wthin seven day after final grade is reached on a y portion of the site. Temporary soil stabilization shall be applied within s ven days to der uded areas thatl may not beat f at grade but will remain eft dormant for ore than one year. 2. During constriction of the project, soil stockpi as and borrow E reas shall be stabilized or )rotected with sediment trappin measures. The applicant is responsible for the temporary protection and permanent stabi zation of all soil stockpiles on site as well as boirow areas and 3. A permanent vegetative cover shall be estabi shed on denuded areas not otherwise permanently sta Dilized. Permanent vegetation sl iall not be consitiJered established until a ground ;over is achieved that is unifor , mature enoug to survive and will inhibit erosion. t. Sediment basins and traps, rimeter dikes, sediment barriers and other measures Intended t rap sediment st all be construct hd as a first ster, in any land -disturbing activity a id shall be nade functional befoire upstream land disturban takes place. i. Stabilization measures shall te applied to ear hen structures such as dams, dikes and iiversions immEdiately after installation. irainage area to be served by tt e trap or basin. a. The minimum storagf capacity of a sediment trap shall be 134 cubic yards per acre o drainage area and the trap shall only control drainage areas less than three acres. greater, han or equal to hree acres shal be controlled bV a sediment basin. The minimuin storage capac ty of a sedimen basin shall be 34 cubic yards Nr acre of drainage area. The outfall system shall, at a minimum, r iaintain the stru Aural integrity o the basi i during a twent -five year stomi of 24-hour cluri ition. Runoff coefficients used i runoff c Iculations shall correspond to a bare earth coni1 ition or those co iditions expectexpecte i to exist while the sediment basin is utilized. 1.Cu1 and fill slo Des shall be designed and constructed in a manner that will mini ize erosion. Slopes that are ound to be eroding excessively within one year of permanent sti ibilization shall :)e provided witir additional slope stabilizing measures until the problem is cofrec led. 3. Concentrated runoff shall not flow down curt c r fill slopes unless contained wit un an adequate D. Whenever wE ter seeps from a slope face, adequate drainage or other protecti an shall be arovided. 10. All storm seiver Inlets that are made operabl during constru ion shall be pr tected so that Dtherwise treated to remove sediment. I1.Before newly constructed stormwater conveyance channels or pipes tie mad 3 operations., adequate outlet protection and any required tem Dorary or perms rient channel lin ng shall be nstalled in both the conveyance channel and receiving channel. 12. When work in a live waterc rse is performed, precautions all be taken to minimize encroachment, control sediment transport and s abilize the work area to the greE test extent possible during nstruction. No ierodible mater al shall be used for the construction of causeways and offerdams. Ear hen fill may be used for these s ructures if armc red by nonerodible cover materials. 13.When a live ovatercourse mu t be crossed by construction ve icles more thar twice in any six-month pericii a temporary vehicular stream crossing constructed of nonerod ble material shall be provided. 14. All applicable federal state and local regulalions pertaining to working in or rossing live watercourses s all be met. 15. The bed and banks of a wat r course shall be stabilized imrr ediately after work in the watercourse is completed. 16. Undergroun utility lines shall be installed in accordance with the following slandards in addition to othei applicable criteria. a. No more than 500 lin ar feet of trencli may be opene at one time. b. Excavated materials all be placed oM the uphill side f trenches. c. Efflu nt from dewateiing operations s all be filtered or passed throug an approved affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. -- Z ROCA' CHECK DAM w, 0Ln (v 2 ACRES OR LESS OF DRAINAGE AREA: C 7 a 00 CIA (�I Z W C: - 0 Co rn -- ---- - _J �' I 0N I h.. _ - > Q 3-- UC\J FILTER LOTH (OPTION L) -___-- Z C cn CO O — — ---- W -C in iv( WNSTREAae VIEW) 0 (V X C,..� L VDOT �t f\ co (n FLOW L PP. — (D O Zr I C i 4 C Q1 :3 r_ 0 o W U) 2-10 ACRE OF DRAINAGE AREA. WN •,4NSTREAM VIEW); T CLASS I RIPRAP 1 17. WI iere constructior 1 vehicle access routes intersect paved or public roads, p(ovisior s shall be made o minimize the I ransport of sedurnent by vehicul ir tracking onto he paved surfs . Where sedim nt is transported onto a paved or public road su face, the roads irface shall be leaned thorou hly at the end f each day. Sediment shall be r moved from the roads by shove ling or sweep ng and transpor ed to a sediment control dispos I area. Street washing shall be i illowed only a er sediment is removed in this Manner. This pr vision shall app y to individual Z e�vel merit ots as well as to larger land -disturbing a ivities. 0 V\ 18.AI1 emporary erosion and sediment control measures shall be remo ved within 30 days after (I) 0 final si a stabilization or after the temporary measures i ire no longer ne aded, unless ott erwise author ed by the local program author ty. Trapped sed ment and the disturbed soil are s W resulti g from the disposition of tempo ary measures s all be permanently stabilized to prevent J tD 19. Properties and wat rways downstrE am from development sites sha I be protected f m sediment deposition, a osion and dam ge due to increases in volume, elocity and peak flow rate of stormwater runoff for the stated frequency storn, of 24-hour dur tion in accords ce with W the fotiowing standards and criteria: � I a. Concentrat stormwater ru off leaving a dE velopment site shall be dischar ed direct) Into an adequate natur I or man-made receiving chann I, i I_' -I Y � q g pipe or storm sewer � system. For those sites where unoff is dischar ed into a pipe system, downstream Q N stability analyses at the outfall f the pipe or pipe system shall be performed. N b. Adequacy oi all channels an I pipes shall be verified in the f c (lowing manner 1) The applicant shall emonstrate thai the total drainage area to the point of analys s within the chai inel is one hunc red times greatE r than the contributing = r drainage area of the p ject in questio : or (/) 00 2) a) Natural channels shall be analyzed by the use of a two-year storm to 0 o N erosion � o of channel bed or banks, and o �O Q z �� b) All previously constructedman-made chann Is shall be anal ezed byjr the use of a to -year storm to verify that stormivater will not ov rtop its OrO� PgO� banks and by t ie use of a two-year storm to demonstrate that stormwater will not cause c) Pipes and st rm sewer syst s shall be ana yzed by the use of a ten- year storm to verify that stormwater will be con ained within the pipe or system. c.lf existing na ural receiving cliannels or previously constructed man-made chi nnels or pipes are not adequate, the applicant shall: 1) Improve the channel to a condition where a ten-year storm will not oN ertop the banks And a two-year storm will not CaL se erosion to thP, channel bed oi banks, or 2) Improve the pipe or ipe system to a condition where the ten-year st rm is 3) Develop a site desig i that will not cause the pre-dev lopment peak runoff rate - U rom atwo-year storm t increase when runoff outfalls into a natural challnel or 4"-' will not cause the pre- evelopment pez k runoff rate troin a ten-year sto Tn to Q) increase when runoff o tfalls into a ma -made channel or Q O �:) 0 4) Provide a combination of channel JrT provement, storrnwater cletentiol or other measures which is satisfactory to the plan-approv ng authority to prevent -1 downst earn erosion. «3 -14 d. The applica t shall provide evidence of perrr ission to make the improvemen s. Q) U •� e. All hydrologi analyses shall be based on the existing watershed characterist and +' the ultimate development of the subject project Q, > Q) f. If the applicant chooses an option that includes stormwater detention he shall obtain �+ approval from the locality of a plan for maintenance of the dote ition facilities, a plan shall set forth Me maintenance requirements of the facility and he person respic,risible g. Outfall from 3 detention facility shall be disc arged to a recei Ing channel, arid energy dissipaters shal be placed at theoutfall of all d tention facilitie as necessary t provide a stabilized tra sition from the facility to the re iving channel. i. Increased Vol imes of sheet fl Dws that may cause erosion of sedimentation on adjacent property shall b a diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention faci ity. DATE: 7/17/97 parcelsI. In applying th ase stormwater 'unoff or tena. . d v dual lots or ential, commercial or industrial development shall not be considered to be separate SCALE: n /a development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. DESIGNED BY: GRO k. All measures used to protect properties and waterways shall be employed in a manner JOB NO. 135 which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) SHEET 3 OF 3 r- rn rn OD cli LM LD 'a GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 7°urkey EXISTING INTERMEDIATE CONTOUR _.._ _._ _ 33 _. - _, SCALE 1 =__zoo -- heFael o � k ,' Spring Z N ¢ 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Vir inia De artment of P g" P Transportation VDOT Road and Bridge Specifications, and Standards The Virginia Erosion EXISTING INDEX CONTOUR ""�°" M �g'°` w by „e,a330 N00 County construction standards and specifications and/or current VDOT standards and specifications. p (VDOT) g p g d v a� a N and Sediment Control Regulations and any other state, g PROPOSED CONTOUR 40 APPI:E VIE Z a Q0 L federal, or local regulations EX E P ESYATES I B rn � rn ` 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT - - -- -°�- --- - -- -- L I I must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P p = N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT fS Control Handbook. EX C&G wn ARBRO `:K 0 a� I V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER -:=._ m ORCNAR a N to c o oitESTS Exit 32� s Z 0 d 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G axe E AVELAnlo it Woshirt�to "`� �t,�oo� ' o Q`r' VDOT and Frederick Count prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER �+ �oq Hopewell �• ,� ring $ - s a a x (VDOT) Y P g 9 Y• � E TAT Meetinghouse P 8 �S � g C V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R $ Q :-�'� � � L 4. Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit is shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R P P P 9 P Y P -: �o �' C7c q Furthermore, all traffic control flaggers must be certified in accordance with VDOT's i gs. Cie gook roerl}to, a ` i required under State law. January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. wl, EXISTING TELEPHONE LINE -~- -°° - - ~ -- -- - Q w;A 4 a) o y, 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held A PROPOSED TELEPHONE LINE _ _ _ _ _w Es > with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation ! Bgutre�as VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX 15" RCP " scatkintals w (VDOT) g / P EXISTING STORM SEWER responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. _-.. _:, ._._..__ _ .. _._._. _.--._..LL__.. FREYCo newal Fishing Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP 15" RCP Riaialrin V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER Pfi`` 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. _ EXISTING SANITARY SEWER __.__._._____ _.__ _.___�z_._._._._____....._-____..______...._... representative of the developer must be available at all times. SHEET INDEX 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER (Y' Q N Q arranged and held by the engineer and/or developer with the attendance of the > Q p Control Devices (MUTCD). EXISTING ELECTRIC SERVICE - - - -. _.. -. ._.,. __._ ____ __._.._ __.____-. � � a contractor, various County agencies, utility companies and VDOT prior to initiation of work. O O a 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE ---- - _ .___.__ _.__..__ ._.__ ._..______._...__.____ , H E E -f z� F 3 S TE P �A N E E `` �a o a embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for to a Q anundetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - --- ----- - - -.__.. _.__.____._____._._...- HE �F 3 DETAIL�- S AND PFILES `r J o 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less a a O tl `� a y S3 inspection. o a p > w than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE Q 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the m ® ®® o PROPERTY LINE on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance z_ > o � o in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE --- ---- - - -- z a 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION J Q o a a be minimum 6" diameter and conform to VDOT standard SB-1. FENCELINE - --sa.. _.n -w~ - - -- - J a through construction. Q �a � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 0 z I- Of UJ Q one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS 1092 HOPEWELL ROAD FINAL SITE PLAN � z � w v and at the end of construction. EXISTING TELEPHONE POLE �� o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to MAGISTERIAL DISTRICT STONEWALL ' ROVEU 0- N o EXISTING WATERLINE W TEE-.-_u.� ____._;�.____._ �_ _.._.___� ' - _ _ `����-�c�..e�c.�/ �,,. _ �. � � � , a entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have _...- PARCEL IDENTIFICATION N0. 33-((A))-164F �Af a Zq �6 Q whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W ji w LOT AREA 1.4962 AC condition at all times. Q. CURRENT ZONING B2 �O Z � - 9 14. * Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT t-= gY company P / Y CURRENT USE COMMERCIAL sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut I n g adequate design can be determined b the engineer and approved b VDOT. - - - F-- -'• PROPOSED USE VETERINARIAN OFFICE lu Y g P immediate) brought to the attention of the engineer and VDOT. Work shall cease in that sheets, and connections to existing lines. vicinity until a adeq g y g pp y EXISTING WATER VALVE__.__..__ __..w__. _ _.-....._ 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PROPOSED WATER METER PP V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector BUILDING SETBACKS FRONT R/W: ?6' • k PARKING SETBACKS FRONT R/W: 10' d. f✓ standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER - --- y___._._.. _.. _ __ ___ _._________.... SIDE R/W: 35' SIDE R/W: 5' Z ______ __._. w SIDE: 0' SIDE: 5' 0 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER - N � contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall (f) Z p Y Y g STOP SIGN BACK: 0 BACK: 5' � z.� � � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by p AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) W �d O Q utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT w V 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND`OR JURISDICTIONAL STANDARD KAMP CONSTRUCTION QQ ) LD result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to N final VDOT approval. PARKING INDICATOR U_ z 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES ......... 7 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans kF development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way � HANDICAP PARKING H/C F.A.R. CALCULATIONS PARKING CALCULATIONS shall meet VDOT minimum dlesign standards and is the developer's responsibility. ' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REQUIRED = 1.0 REQUIRED OFFICE: 1 SPACE PER 250 SQ. FT. Q N N in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 > PROPOSED BLDG. 4,272/65,174 = 0.07 PROPOSED OFFICE AREA: 4272 SQ. FT. = l a SPACES N N engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ®®®®- - - - - - - - 27 SPACES PROVIDED a 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT HANDICAP PARKING markings must be installed by the developer or, at VDOT's discretion, by VDOT on an 1 PER 25 = 2 SPACE REQUIRED 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 2 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN LANDSCAPING CALCULATIONS professional engineer and results submitted to Frederick County prior to pavement construction. If a _ __.______ INTERIOR PARKING LOADING SPACES geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT TRIP GENERATION DATA SANITARY MANHOLE INDENTIFIER 12 1 SHADE TREE PER 10 SPACES OFFICE BLDG. LE55 THAN 3o,cx� Sc .FT 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 27 / 10 = 2.7 TREES REQ'D i2E,:5ZuIRE No Lc -),APING SPACE or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 3 TREES PROVIDED of excavation or demolition. Names and telephone numbers of the and operators underground utility lines G �-A SGi USE GE'�is Sc�z.FT. No. EMPI-o1�EES TWPP�tTE YPD P P 9 Y STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 1 30 �X.GuNIG I-}-z2 Z3• el 33. PERIMETER PARKING Water Sewer: Frederick Count Sanitation Authority 40. 7 sa. 0 600 SHADE TREE PER REQ'D `,.•, �� EASEMENT LINE R , ---------------- �� / Y Y CENTERLINE / - 819 EG. �£TAl l_ I �-Z S P.O.Box 1 77 h� � 12.0 15 TREES PROVIDED ��� ca 0 B 8 814 A�- 19 ZS 40. 7 5a o EXISTING SPOT ELEVATION 3' HEDGE PROVIDED BETWEEN PARKING AND R W cli ' Winchester, VA. 22604 / 841 �iAl ES 7 20 (540) 868-1061 15. S i I� Z PROPOSED SPOT ELEVATION 12 �+o . 7 I -7 5 814 wt-to�.E5s4t.E �} 3 Z . � Phone: Bell -Atlantic EXISTING TREE DRIP LINE ��d�� ����� E 1 ✓ " P.O. Box 17398 36ACo I S. L:�, I5 S. a U Baltimore, MD 21297 saes ,-- A 32-a. F-� (301) 954-6282 EXISTING TREE 15" OAK 15" PINE O [� MISS UTILITY 1-800-257-7777 FCSA CONSTRUCTION NOTES OAK w 4-4' Power: Allegheny Power SURVEYOR9S CFRTIFICATE x Q �D P.O. Box 1458 PROPOSED TREE O Hagerstown, MD 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines 1-800-654-3317 shall additionally meetrequirements oreCounty Sanitation uthority� all tf the Frederick CSiiAI HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS PLAT IS A PORTION OF THE LAND CONVEYED TO ,4 12AYti1ND L . FI�iH A�.ID tt2ls J. FI-5,H i3Y DEEC) �Ee5e_ EP � AMONG THE {_ANP � r Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. of Ft�EDLFt IG1� GouINT�, V(hGIN(A, IN DEED kK % -7 4, A T PAGe (-� . P.O. Box 2400 1 O E�-i R Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the iJ �--a ® W (540) 869-1111 Authority's inspector. MARK D. SMITH, P.E. L.S. ° E- w 4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch �J �p 12 diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and for side H CO r E SHEET 4.4 sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of o i water meters. Before a permanent meter is set, they require; 1) the frame and cover to MARK D. SMITH 9 Project Name: Project Number: be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to �p No.022837 the final grade of the lot; 3) the distance between the top of the cover and the yoke bar j DR. FAIRMAN 135 between 18 and 21 inches; and 4) all components of the meter box assembly to be in G,� �v ' I V tq� proper working order. It is the developer's/conctractr's responsibility to have the meter �S'�,jCs Magisterial District: Date of Plan: (Month, Day, Year) box assembly installed correctly. OjVAg, 6. The Sanitation Authority shall install all water and sewer services that connect to existing STONEWALL 7/ 1-1 /97 lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicaton for services must be Owner: Address, Including Zip Code & Telephone No. made and fees paid. PROFESSIONAL SEAL & SIGNATURE P.O. BOX 147 / 1092 HOPEWELL ROAD DR.. DONALD FAIRMAN CLEARBROOK; VA 22624 7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH (540) 667-1454 for and make the tap. The contractor must make application for and pay the cost of FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code Telephone No. this work. ORDINANCES. ANY DEVIATION OR CHANGE 174 WARM SPRINGS ROAD IN THESE PLANS SHALL BE APPROVED BY DR. RAYM ON D FISH WINCHESTER, VA 22603 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. THE ZONING ADMINISTRATOR PRIOR TO (540) 667-1454 DESIGNED BY: CONSTRUCTION. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or Engineer Certifying Plan: Address, Including Zip Code & Telephone No. domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 WINDY HILL LANE JOB NO. JOB or 1013. If the assembly is mounted inside a building, a remote readout is required. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET I TC, 3 U