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Home My WebLink About033-97 Valley Cycle Center - Shawnee - BackfileAP GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY M T ICY -- EXISTING INTERMEDIATE iCONPOUR SCALE 1" 200U 3 ri t of EXISTING INDEX CONTOUR 36U CIA I �Aethods and, r-noteriois used in the construction of the irriprovements herein shall conforrn to the current V11 All oiork on this project shell conform to the latest edi'tions of the Virginia Depnrtme (-\! I "I ',�_ I CC. COUnty construction standards and spe,,-;ificaitions ond/or current VIDOT standards ond specificotions.. 1,,'n-,,nsport,,:,,tic,,n (VDOT) Flood and EKidge Specifications, and Standards, The VWginia Erosion C) V, 01 rin d S PROPOSED CONTOUR 41r) '5UOPHUN -.1. r, pc,,-.,ds serving cis slit basins during constructit5h, - ediment Control Pegiulations and any other state, federal, or locai regulations EX INITF-55TATe r_!wNur, #a ��. 2. t0easures to control erosion and siltation, including detentio cpplicable. in the event of conflict between any of thes, standards, specifications or 0", I EXISTING EDGE OF PAVEMENT t2715. 5 1 must be provided prior to issuance of the site development permit, The approval of these plans In no way plans, the most stringent sholl govern. PROP El > CA relieves the developer or his agent of the responsib il i ties contoined in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT EX C&G 6 . Control Handbook. 70 �z CD V2. All cc)nstruction s-hall cc-�)mply �with the latest U.S. Department of Lalbor OCCUPaiionai 1 EXISTING CURB AND GUTER Safety & Health Admirdstrabon and VOSH Rule,-, & Regulations. i (D 3. A permit rnust be obtairied frorn the Office of the Resident Engineer, Virginia Department ot Transportation - -C PROP C&C Q.- �,A X (VDO'TN and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER Q. When working or, VDOT right- of—wroy, all traffic control, whether permanent or temporary 4 C CG_ 6 CC-- 6R Lu_ -�heri such permit is the current edition of VDC)T's worik, -area protection manu DOT she!! be in occordance with z TRANSITION FROM CG-6 TO CG-6R 4, Approval of this pion does not guarantee issuance of on entrance per0t by VE required under State lcm,%,. Furthermore, chi trofHc control Daggers must be certWed in occordance with VDOVs, EXISTING TELEPHONE LINE ionuary 1994 (or latest edition of) Road & Bridge SpedhcoUons, Section 104.04-C. 5� The exact location of all guard rails will be determined by VD0,_r personnel. "A jo i n t inspection will be held J QP4 vc- PROPOSED TELEPHONE LINE o --n -n' sport- t ion with the Developer, County Representctives, and Representotives of the Virginia Deport,� e , of Ti r i V4. Design fecitures. relating to ccinstrucUon or to regulation, control cnd soflety of traffic moy 'VD0T` to determine 'if and where guard rail and/of paved ditches will be needed. The developer will be i 15" RCP I be subject 5 change as, -,deenied necessary by VIDOT. EXISTING STORM SEWER responsible for- providing guardrail end paved ditches as detenrined by this joint insper-tion." Refer to 1 PROP, V RCP Virginia Departrinent of Transportaition. (VD01T", tSuord Poil and Paved Ditch "-Specifications, 1 V5. PHor t,,,� initiat,on of -work, '_-,',�mtroctor shell be responsible for acqulking all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the consVuction &to Also, a land use perrnAs for any work on VIDG11111- right-of--v,_.,c-iy. EXISTINC' SANITARY SEWER representative of the developer must be available at all tknes. I SHEET INDEX 1 V -6 if reqUlred by the local VDOT RevAdency Office, a preconstw0on conference must be PROPOSED SANITARY SEWER 7. YNorning signs, roarlers, barricades or ficignien should be hi accordance 0th the 1\4onual on Uniform Traffic C h -Ie e -,�gineer and /or developer with the attendance of the 'D), :irranged and held by till fr Control Devices (MUTC comtractor, various County agenNes, utHAy companies aind VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE COVER SHEET SHEET 1 OF G CD CD 8. All unsuitable material shall be rer-nove,:J' fron-) the C0nStrUC-t,,01r1 limits of the roadway before placing PROPOSED ELECTRIC SERVICE 0' Lu en-ibankment. V7. Contractor sholl notify the local VIDOT Residency Office when work is to begin or cease for PLAN SHEET 2 OF' 5 any undetermined length of timia VDOT will also aquire 48 hours notice for any EXISTING GAS LINE PROFILES j,'N[l DETAILS, SH E E T 3 0 F ct� C 9. AN pavenrient sections an the approved plans are based c)n a minianurn, CBR value of 110, CEJR values iess -) L, ��; I inspec... tion. 0 LL_ 0 than 10 will require revised pavement section prepared by Creeiiway Engineering --nd cipproved by the owner, PROPOSED GAS LINE ------- LANDSCAPING A 1,41 D SHEET 4 OF 6 __J '_'�EDQENT C(�NTROL L-� LJ < 10. AN roodside ditches at grades of more than 51; shall be paved mith cement concrete to the limits indicated V8, 11"ne Contractu will be responsible far rnaintaining adequate obcess to the pwoject frorn the I I PROPERTY LNE 5EWErz- FLA,,Q A00 PF2t�,F!L-E 1-�, He E T 5 z�>�F ficn and rnjintenance of a construction entrance on the plans and as required at the field inspection. adjacent public roadway through construct > 1-1) til- in accordance with the IVIVA) 1�asion & Sedh E A Control Handbook, Sec 3.02. FLOW LINE Z — 11. All springs shall be capped and piped to the nearest storm sewer manholes or Curb inlet. The pipe shall Furthermore, access to other properUes aHected by this project sholl be mointained PROJECT INFO RMA T10. jN1 be minimurn 6" diameter and :�onforrn to VDOT standard SB---l. through construction. FEINICELINE < > 'XISTING POWER POLE 0 E V� 12. ConsNuction debris shall be containerized W accordance vdth the Vqrginia Litter Control Akct; no Qss than one lAteq receptacle shall be provided at the construction s1te. V1 Contractor shell enswe adequatie, draina-gez! is ac�hieved and maintained on the site during i IAAVYSTEEIAL DISTEVCT S h a v; n e EINAI- SITE PILAN and at the end of construction, EXISTING '11-01LEPHONE POLE PPROVED UJ I j", 8 1 C� 13. The contractor sholl pro.vide odequate means of cleaning mud frcm truicks and/or other eqiuiprnent prior to I - T wAk A - f Q- EXISTING WATERLINE W/ TEE W iTi� EL�BCEL Flon,11;T61 en, H entering public streets, andl- it is the contractors responsibility to clean streets, allay dust, and to take -1 right--of---woy are to have [� I V10. All water and sewer lines Mthiri ex1ting cw proposed `vDO a;; __D Ti LQQ ARPA- :;_1 .6 G, 17 -P Ar-- 0- E-9 whatever measures are necessary to insure thot the s0eets are maKtained 4 o clean, rrouid and' dust free minimurn 36" cover and, wher, possible, to be installed under ii-oodway drainage facdRies. PROPOSED WATERLINE W/ TEE W W 11 W condition at all times� QL'$TQR8EQ._ARE_A Z A P- 9 5 i J V111. Any unusuat subsurface conditJons encountered during the course of construction shall be I EXISTING FIRE FIYDRANT CURRENTZ R-2 IL �Q_11111 �11 14. NoUncation shall be given to the appropriate utilRy cornpany prior to construction of water and/or sonAny i sewer !Wes. Information shoWd also be. obtained from the appropdate authority concerning perriRs, cut irnmediotely brought to the attenticm of' the engineer and VDOT. W(--)rk shall cease in that CURRENT USE� y4cont > �O q� UN f4 W W LL I t,;, sheets, and connections to existing lines, vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE PROPOSED USE -141) Reiad SerAces U) 4 pr 15. All sanitary sewers and, water mains and appurtenances shall t-,e constructed ki accordance vvith the current WATER METER a) LDAT; SETBACKS: QqHjed FloOde-d V I AN undercut oreas cind borrow rnmerial slid! be inspected and approved by VDOT inspector standards and specifications, of Frederick County and/or the Frederick County Sanitation Autf-)ority- pri EXISTING REDUCER Do w t 5 F-R,0 N T: -5 4' 7- or to placernent of fi!l� W inciependence 61vd, 715, 94' SIDES- 8 4' 0 16, Th.e- locc-ation of existing utilitie shown in these plans are taken from existing records. it shall be the PROPOSED REDUCER z �141 V! a AN roadway Q bosq subsurface nnatedal and backfill of utilityi storm sewer trenches shall Future Struet 35' 133, 01 JAJ contractors responsibilRy to veAfy the exact horizontal and vertical location of all existing utHRies as needed 0 a) be compacted in 6" lifts to 953% .of theoretical maximum density as determined by SMP SON Back c4ong 113-2 1 21,20' Eusoment) 4 prior to construction. The contractor shall inform the engineer of any conflic-its arising frorn his existing "Q� fication and the proposed construction. :z of any dedKoted street -ight-of—way. At the dir.ection of VDOT Inspector density tists DENOTES LOCATION OF STE) VDQT utMty verl AASHTO T-913 h4ethod A, within plus or minus 2% of optirnurn rnoisture for the full width HANDICAP RAMP (CG-12) _0 Q12 AND OR JURISDIC-RONAL. QUILQNQ K1EhJHT;_ NAIAXI�,v,11-11M 35' PROPOSED Oss Ton 3W witli Onal JeNqn 7iU 1'T The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualiDed independent agency shall be conducted as reciuked in the VDOT STANDARD AmP tONSTRUCTIOV result, of his construction project within or contiguous to the existing right-cf--way. Road and Bridge Specifcations. A copy of all tests sholl,lbe submilt0d to VDOT prior to / VLA 0_1 final VDOT approval, PARKING INDICATOR S I G N, ("ED ON 1301114(3 8. ters of permission frorn .011 involved c tL When grading is proposed within easements of i-itilities, let Qmpanies 1111DICATES THE NUMBER OF TYNCAL PIARKING SPACES JA_ tj vided to Frederick County Sanitation Authority prior to iSSLJ'ance (if grading and/or site 1 must be pro development pern-fits, V14. VDOT Standard CID -and UD underdrains shall be installed where indicated on these plans TEST PIT LOCATION C)UTC05 00THTS: PL.ACED ON 5VLDfl`,A'(:� ($ZE Dri-t, IL, SHEEL, C) e, "t and further where determined necessary by VDcyr Inspector, I - OUTDOOR TORAGE, NO OUTDOOR STORAGE PROPOSED 19. The developer wN be responsible for the relocation of any utilities which is� required as a result of hi's J one prior to construction, V15. The installation of any entrances and mailboxes within any dedicated street right-of�,,ay I pro;ect, The relocation should be d LJ I t i HANDICAP PARKING (Ind I . shall rneet VDOT rninimurn design standards arid. is the developer's responsibility. C)l rz I lz� < N N 20: These plan, identify the locaUon of all known groveNtes- Gravesites shovni on this plon will be protected R E 0 U I R E D '1 0 T,.' lie, - ne V1 6. if required by the local VIDOT Residency Office, copies of all idvNces for materials within -A in accordance with state law. In the event gravesites are discc-)vered duvrog COnStrUction, t, , ov, a n d �IEHICLES PER DAY C 0 UN T PROP BLDG. 2ac 0.2 1 :11 0 'h o w r o o mi 7000sf -1 'o f engineer r-nust be notified inimediately. any dedicated street right---of-way must be provided to the VDOT Inspector prior to I S 10 i PROPOSED BUILDING ENTRANCE ------- 7 -C .Ouse. -7 f-MDlcjVef-!s -7 acceptance of work, Unit and total prices may be obscured- `77 War -h each 21. The contractor is to verHy field condidons prior to arid during construction and rootify Gret5riv�,oy Engfino-ering at (540) 662--4185 immediately of cmy d4cwpancies between actual field conditrons and the approved plan. 'qu JE�00,,f t/3,5z�v off V17, Prior to acceptance by VDOT of any streets, any required,, et signage and/or pavement -) 14� 1 EXISTING STREET LIGHT _T 22. Controlled fills shall be compacted to 95% of rnoxinnum density as determined by rnethod "A" p6r standard morkings mu-st be installed by thte drzw�vellcper or, at VD01 s cretion, by VDkOT on an i el+,:::, proctor AASI-00--T99, ASTM-D698, or VTM-1 as applicable- Densly shall be certified by a reqistered account receivable basis. PROPOSED STREET NAME SIGN I L11 C-1 proNssional engineer and resWts submiAted to Frederick County pr5r to pavement construction, I f o 1 per 25 2 Spaces Req'd geotechnical report has ben prepared, it should supersede the requirements in this note� PROPOSED SANITARY LATERAL CLEANOUT LA, D -CAPINC--CAL tL-NJ T, oqj-:� TRI, GEN.EtryAT10"N DATA 12 23. Contractors shall notKy operators who rnaiintain undergroun,,J utility lines in the area of proposed exca.vcting SANITARY MANHOLE INDENTIFIER INTER,iQR 'REQUIRED or blasting or, least two *2" Yvorking jays, but riot more than ten "10 working days,, prior to comfnencerneint Noto 10 of the 26 spaces *NH be f,:)r motorcycles owy. V I I SHADE TREE PER 101 SPACES 2,6, of excavation or derpol'ition. Nomes and telephone numbers of the and operators underground utility Hnes GREEN AREA = 5% OF PARK11`03 L-OT 368 Sf L A S S USE GROSS sl 11 No, OF E,'�IPLOYEES TRIP RATE VPD STORM DRAIN STcRUCTURE IDENTIFIER 1 in Frederick County appeor befow. These numbers shoil also A used to serve in an ennergency conditon. INTERI,,--)R PROVIDED 841 Showxoom 7000 per 28,7 sf 4' 2 43. 9 I 1 1 3 SHADE TREES 150 W a r f -j! A 8 3,89 PER EMPLOYEE 31A 2 EASEMENT LINE 368 sf 10F (,RrEN ARE -A Water/Sewer: Fredericilk County Sanitation Authority CENTERLINE P.0, Box 1877 TOTAL 275JO) 1 12.0 EXISTING SPOT ELEVATION EXTERIC.)RI 1Fj:0UIKD Winchester, VA. 22604 1 SHADE TREE PER OF PARI<ING LOT i'540", 86,8�1061 + .'�:7T r-z- 12 PEFIMETER =840' PROPOSED SPOT ELEVATION 40! = 21 TREES BARRIER BETWEEN FT 1\N AND PARIONC; LOT Bel!-AtlanQ I E X IST P h o ni e: IING TREE DRIP LINE -TH i-,, -51T6 t2ePE-5 �407 HAVE AN( P,O.. Box 17398 to- I iore, MD 21297 EXTERIOR PROVICED Bal tin 15" OAK PLAZTHE(2-MC>F?-F_ , TH(,� AP-eA t-40T_ EXIS-17ING TREE 211 SHADE TFREE'� 5, 15" PINE (301 954-62S2 -1-1 1 1 1�4 A F P (--A H NXISS UTUTY 1-800-257-7777 FC13A CONSI.TRUCTION NOTEES S EVERGREEN HEDGE OAK Power: Alleqj�feny Power P 0, Box 1458 PROPOSED TREE 0 Cn Hogentowy MD 21741 1 flater and sewer lines are to be constructed in accordance with these plans. The knes 1-800-654-3317 shall additionolly meet all requkernents of the Frede6ck Couinty San,iiotion Authority. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. Gas: Shenandoah Gas Co, 0 7 P.a. fox :2400 �,j Winchester, VA 22604 Exact locat1ons of water and sewer services on new Unes are to be coordinated ,�lith the 15� 1) 1 47 (540) 869-11,11 Auti-iority's inspector, 4. Water lo-I.erals that ��ross the street shall be in PVC pipe. The pipe shall be 2-inch 4- , 'i( run 2 feet beyond the near side and far side d, --imeter SDR21 or Schedule 40. A shaill H C 0 VER SHEE T sdewalk- — - ----- Arnent is responsilble for t1he installation of Ihe Sanitation Anuthorfty niainteriance clepor watei- meters Before c permanent meter is set, they requie; 1) the home and cover to ,,t Nanne: jec', Number: MARK D. SMI H 1> FPro Fro be properly aligned w4h Rs meter box and yoke bar; 2) the frame and. cover to be set to -tf the cover and the yoke bar the final grade of the lot; S the distance between the top' -0 No 01228,37 X I/ f"I 1 7 F-1 J1_ 2077 f1i .1 011 V k, L, b (_0 e 1 t between 18 and 21 kcheC and 4) all components of the meter box assembly to be in lq'7 I b,5 6 7 proper viorling order,. it is the responsibbity to have the meter ------ IMleo--caji-su"Firil District: Dele of Plan: (Month, D,,iy; Yetir) boN ossernNy instailled ccwrecU & y 19 v M a vv n e E 9 e 9 7 4 E4 The SonVoUon Author'ity shiall install oil water and sewer ser0ces that connect to exic-Ling !he& The location of the tap and -the termination point of the lateral are to be coordinated with the Autbority's assistant engineer An applicaton for services MUSL 0,�� Ownu-, Ad'dh-e,3s, induJing Zip ;.-,odE,, &1: Te!e-plhone No. 1 12 Scjutiri Kerzt Street rnade and fees paid. PROFESSIONAL SEAL & �_,IGNATURE 1 Va 11 e v C v�_-. 1 e Ce, n t e r Winchestor, VA 2260 The SanKation Authority shall top cll existMg water lines. They will fi-iniish the materials THESE PLANS ARE IN C'ONFORM0,10E (540) 667--189`,, 0 f ay the cost of FREDERICK r,',0UNTY STANDARDS AND or and make the top, The contractor must make applination for and p 1 Developer� Aiddre_ss, inducing Zip Code Telepl,,cne N10 thk worb. ORDNANCES, ANY DEVIATION OR CIHANGE 112 Kent Street IN THESE PLANS SHALL BE APPROVED) BY Whwhesnk VA 22601, 8- The contractor shall tie—in a new hne to an existing manhole by core drilling the rnanhcAn THE ZONING ADIAINISTRATOR PRIOR TO valk--y' enter (54C)) 6E�71893 DESiGNED Fn`�: GRO NI E 1 C'ON-TRUCTION, 9. A double check va-lve back -flow prevention assembly I to be installed on any line (ire or Engbeer CedOyng Rai. Ac1dress, Inducling Zip "'c-lde k. Tel(-?phr�ne No dlornestk) that goes into a building. The assennb!y is to nneet ASSE Standard No. '1015 151 Vindy 01 Lane 2C167 or 1013. H the assembly 0 mounted Nside a building, a rernote readout is required. Greei-i w ci y t- i! g I e e I- rn Winches4r, VA 22602 OF (54,C)) 662-418,�-_-� SHEET 1 OF H --------- - ---- — ------------ I-- rn m v m m r� Q CD cn CID Y Z Q m r 0 0 5 EGTc,,N 78o Z_ J w � 775 w EXISTING GF-A DE �A \ -770 1 -76 G 1 1 0 7(0o N n W 7 S - --- - EX I STI N G Ill G P-A D E PROP. -175 W N GRADE I LD I .� 11 ? 70 1 1 11 1 1 O 1 I-11 1 w 1 f-- 1 7G0 1 1 W W Z 700 J W fE � J r(1 d X EXISTING w G IzA D E 775 1 1 1 \ �� 1 7 7c) I 1 � 1 7e 5 1 � I 1 11 i I I / O 7 6- L(1 U-i W � S EG I ON - G W R Z Igo -- Lb EX19TING GRADE -775 -v \ 1 O \ Ci -p 77c O 1 lid \ V 1 i 1 76G 1 7GO 1 1!1 W I- U� � GIZOSEGTIC>NS GALE: I"= 50' HD -Z. I " = 5' V E fz-T. t I. ALL ENTRANCES WILL. 13E BUILT 7fl GG- If STANDARDS C ac ?` `',1 -0- i } e C,s ''ij t { _ Z. AN'(TRC-E cp• -iHP-aB WITHIN 1'�,'01= THE R(W WIL-L oo f3E SUBJECT To TP-tmK4ING WITHIN &' OF THC-GROUND t; I +�Q To INSUP-E A SAFE LL(HE of SIGHT 3. THE FINAL LGaoATIN of Al_L IGG-IZvV 'S IL1. 13e t I' i li DECIDED 6'i THE VDOT FIELD Itt-ISPE6Tofz j+ i s- -}-. THE WATER LINES `7HOvYN ARE .A \/15,UAL j # j REPP-ESENTATtoN OF THE %�- BLidILT FRS THC t~ A WE5iT/IEW P>t_#5ft-PEi� 'GENYR PLANS PATED� _ _ ` x i f 0-7 B G1f�� R W. G1.IF AND AosSoG. ;e E T - - �( c>R fD � s s I Lb 72 I 7 + f � � I i � j. • _ � O I �• Y � } a ¢ �-: ,�m,�nes.>wws�,+-:wanxi-•aar caan - C� I ul -+ I { [ F 1b -km �t f # i LL 2 N � I �� I �� 1 f, Z W Zoned E-2 4 "_ Use Var�act r } I re+�4-4--I5S « �11 W z o DUMP5TEFz PAID i rl ¢ t ( #-oGATt 0 N ( To BE Bu I c..-7 LATGR I t!f 1 k ! CX Io B !� "tE PG HoNI✓ co E5M'T. _ ' PPdP OLtTG2�R- PAP. Zo �i a T I E 5 _ r ' D('5;P(.AY AFZEA '- A N. L A T F- P-+A C-- PpoP. U (. E ' _ (o I S 70 � Q 8' 9-� , �W S �..� TOP = (07 (S 3 .. INV. 1 = (oh7. Io i 1 --'07 (067. J i 1 l�'Mc- PAD To Pp� Zp' IZESER\,/ATt dTl of u TI a ES � r - M EE !� 2 i t�� N �A.�a ZONE: B- '' (`' ' li 7�z 75.t PPoPwP p,n P I Q GIA L £ I N DU STR 1 A L ! ; , _,.. ____ __ _ _ -_.. s __ r___., _ ._..- __ _ ._ + 7 --_... _.. +_.._ i :d �� (15E . Got..iMER L �o tNV bT z OL ¢ Z 0 O a 3 CZ �� ' o IZ' SPILL WA`/..� ar' XT ? j I i ( I % 3 G I' NoN-5P'P-INKLERED BUILDING s.. - NET (l ( / jl AL A g'�. f t TRAILS ; tM Z S ': �/� I �r) t% F WITH INTEt�J FIr2C-W LL Po.D �s I- JOINT PIPE to ) 1 AN ( FURTHER GoNe,TIzuC-TIoN i If-. l9 U i PPoTeGTI Ohl R `: IUdG 5EE5H 1 3oF P!� oP 76. _ �b l t - l o 'GATE VALVE WoU l.D 13E LbN l� 13� i '� . _ Zo ' 4 12 Q� �;� LEA �- I ICI, ' I pf�aP. 13LDG. x i`_. •_ 675/ _ WATER I- to"x to" TEE I/ o'SuL-L_ IVAt`l Go12 Pot2�1 T(oN . 1 ed'�i� ` v ` G z q� ►� t ; 0 �. TYPE M W..e7e I TYPE S-1 USG P P LILACQZ` J; AND I,r�tNTEI� 7 IP ' PER . �N v = }LU Estir' T I o t- 3 G h-A D N C� I Lr 6.0. G. A'._ PEt2 8 G. A . (TYP) P ' F H 673. 5 5 PP -OP TYP E s� aArzR--I <,ADE i _ f �'v1U: n F E (2-MAN W. 57. Oe, A GFZE 5 T hit. # 6;,5- A- II (� (D. p" PG. 164) Du M r'5�TE P- PA D D ETA 1(_.'i Fo 9- PA C)(SHc>u L p IT B E BU I t_-T LAT E FL) 4"?rt . qTL. T1J,AWW . ALL C.Q1CN e. IR'S Ab1J7 CesUr!L!-.TL im 9"wr w6LDED Co�IHTS I+, x c." K PU&14 9A W W �— GGDAK rLAM V-9 a"Y d ',g 1/4" 4TE E L- 11 1 1 +' 1 1 1 + 1 1+ Ar• i-•T" HitArwSI 7,771ttlU4--rc, !'�"MATt?Tt CEr-I-IV E 777A,171'.., 2ASzg' G".v L' ofiDAC rofTf — NAr-LAT0k! 0 M1tAGK*T'* WITH sliid"ON C-'P . PR6.(! feTL. COLUMN I I I f f 1 5�4E Q, &ICAVE L__j I- 12U L4 txiT E 1Z GATE P E TA I L N VT To V PAL.' I 4, I3v^ ro s Z"X 6. ,1 4c ALL MATERIAL \ Tvpe --- --- -- - rf&eAT e G=) — E RoN T e VI F-MI It[ TOP Z"x (p' VLeV4 \ l►�,. 8.�1yVS DETAIL_- E50AELO FENCE Af`cfti1ND C?UMf'57TEIZ PAP I - A$Xp-Tof3EAPPPa/ED BY \/DoT t I i PtZoPosE _ j 5,c-1 l LDI N G t 7 ; 8 ¢ _ s H 6 i G T'= 20 ' PROP. (o " PV 5 DR - ( wATe P- i+cX� I i l z. 5'r� R 0 \3 INSPEGTo 5 EE I �E W PI�oP �T .�, .-R WILL H4VE liC:CE=S V � I � I vDL - fL F F. _ �Bo. o } F. F: = 680. Pam. t?I?oP• y �o �10 �� " �' _ [ ti_ _� _.,J_._ _ __. w 4 A g x 'So U b b J T 13o FT. wiLL_ 8e s lll :11 r-IL2-I- - /n" ATC 0+50 GoN�iTRuGTED AND tlu I J SIGNS WI AG E To I .--3 L-ANC Ot VA VI- � _ �78.�'� MAINTAINED P5(THE LL BE A, T H D f3u LD(N G � , _ ( I ANn MEET F12-6P RICK Co.z.oNLNG REG2''MT5. _ �I� ( 1 N I A. µ j p N +, �t m GUCF-IZ m „ zz Iz owNEP of l oT , I W#L L ti it SEE aCZ,---A. TAoB�L,E 7a7. 1 �R 74 ?6 LI1 j N t ,� E 112E WA L L- F—ATI N G \ (� H C. RA op FPO P. H. G d ye O Z { RA M P DP-,IV E- I N j, P�o' 1 t o tr BOLL R DS R 1/ i 0�3 L2�f y. i..� 3 i. ore �d-' c3 U 1 ; Cy I 9 1• . o' ; + rip f G T... 6 76 t� y } d 10 L I PVG u . , 7� 11 a ENTt-- NGE i L O A t ' ( I W � PAVEL�tENT -r I , O � I � PF�P . � � .,. , tl `� 3 Pf�Fa t ` z 46 R. — � � ` �, I? �` "k NG Z G IzA D N TE to CG4�,W b P. U. � _ - S x : S' �o 1 � ri i „ PROPOSED SLOPE FLATTENING \ d (-EVER- IN , - r a 35 �. CD / I PERMISSAP LE HowE�lEfZ , No - EASE EN T BENEFLT S ' "' ; � T�P. � °� U13 l P 51GN s 5' p- b to 7 I� I� Z i 's1 � � PI'•oPa56D SHARED ACGES � ,,..< �•� 1•Lc' PAw4tIJG - 22' 4.6' R Ip� t 77 5 7 - I_ j i �� M T o GRADING WHAT SoEVEP• SHoUI_D +�1 I< �.� SANE " B S + 10 �R; -r "A" THIS EASEMENT , 4> BE DONE WITHIN \/DoT (2IGHT- t3 7 PAaKIN�S VEMENT T W - Il PPS?. 221/z' coLn I" ji It�t MAYt=3E DEbIcATED Ta THE 01 - WA FRIdR o ISSclANGE # R oiEE DG?AlL EIzT.3 i Y P T p}oLLAR-P5 C ( /� 1� l' STATE SHOULD O'SUl_l_l�/AN to _ +t 1 GO PATtoN f7EGlDE To - OF APPRoPWATE LAND USE _ I •-� i Ik 1,, P-Po ! _ zo I I� 1' �/[D IN FUTURE - ER T S �s,y PROP• i°'.\\1 ! I u I ,a w(� �iUBDt E P t.�tl- 7 IN THE EVENTSUGH SUI3DIVISIcN HAW711GAPPED PARKING 571GN ANP MAR-Iz-ING pETAI L- b" N N `w WH ITe - r �d **-Tyr. �w H t - � HAHPIGi4PPED PARKING I'-o"/olyo STANVIA P-P ALUM. - HAWC7IGArPF-P PAFKING 47IGN Ta 124--AD, "FLe,;ER-\/E P PARKING " WITH IPENMFIGATION SYrAbi L . E5oL-T To 9TL TUBE WITH- GAgUt--1 PL-ATEP NUTS , bol-T4/ VAW ANC? WA51-(ERS Z'/ZZIBB STL.TUBE ExTENP INTO GOrJG. FILLED PIPE Z'-GO" PpPo�ltPE WELPED WATe.-MGHT G.AP PAINT P L L •It• 4.11 D " DLAG K GoFFE E PAINT PIPE BASE (ELLovV I I U PA VI-MENT - 1. ta" O'c?TP STL PIPE FIL._LED 1• I . WITH GoNG, 1 �! LONG BAr+'s EA WA`( I (' -i1P'lJ PIPS % 'I •j eA-9E aa56, Ms ief. F. H ,L - - ' AND DE + - 6' ;1 �. DICATLv 4 5 Hcx1 L-•D TAKE - �� - .• Pl-..AGE , VG�T RESER•vES -THE ; FzEVl�i6 I \ 5 10 (07V O f2 Itcr� / I . �z. ANDfoR UPDATE THE f2oADWA { t ALL EGHeN p �7 Z a � I °] ' I G' , a � � ' ' L o W Ef2- r e, , ,.�,. o.. ----• r � � 2 a/ o a� -1`d'i :� 7= >I �`ri: ?Cl's ,r� To 1 NGLl1 DE R-/w T� 7 H E T f[ EIS I� P Z T I rL e _sUT �F. CURRENT STAtiIpAFzp. M'T 1 U, I-pt2oP Zo` T - E, i. ZS v/A Ep-L NL_ ND - . EA _ - - I c� � �iEMENT P�oR �/ T STD STvPSIGN I o E E - - - - _� O F (N G Q I I CONDUITS 3' DEEP To I M I l.. E A P t� P c I z w. PPP. I" h�tETEtf�x KsSF�..{8L6. L T G /! �- j BE PI-AGEp DY - D G-A D I fll N RN /' p � o' SULt_1�N v �.. _ -- i a o i VJ-ALL � I / I „ G NDULT '� - `F5� Z" G EX. N (�%� 35 Z7 E 11%• '� I RESEP-�/A-ftoN of IUTILIT`i EA ,-EMEN7 v11 Q I Er %1 iI:� Y ..� � _ j; GG-IZ H.G. RAMP ;t';'i pP. DOT CONTRACTOR T� �� - PosT I M 1� 3'3 MPH fZo\/I I T SD. STOP "5,IGN r i INSURE �7L,OPE- ( ED GIPEED � � �! 4of.I � �-% � •yC`` W I L L N oT EXG C E D x 4 I `; '-J- Z% To 5UIL-DI Lu I ___`-_ PER- A. D. A. AGG-E5S Ex I Z' w (I PEG2UIR Ef�tENTS U,"ire--- ~ �! F.X. (c," WIL i->..a' E. EX. M.N. # zf I f IF LA /LC P �IDC 1O I Ii Mi4aC I M U M 1fr.or'Q I :_ " JC " I ti L E'f S THA rU RA IN. THaN THE q--L.ope 014 THE; Ft-AlEto S/DC cU ICO wa M P PE -TA I L- _.._ -TOP INV. acres Zoned 4 4� Va-art _ e-^UF2-yE DATA fzA D I LJ S A f7 /' n I a G Q I 9 Sr�'Q 7E` Ct7lta'STA1 UCTION ENTRANCE 76= MIN, }y{- EX-tSYING PAVEMENT FZLTEP ,.::a-"-, r MNJ. i h I. j cpPTI(k1A1 `. I SIDE � ELEVATION I 1 , 70' ohK I _ ,OPTIONAL) ATI PAVEMENT { PmITI14E Di3T •I I { bRAlfaArf I \ 34' M1N. C . SE AGGGE—TE ' E IfuL: a To SEDIMENT TRAPPI.W, DEVICE • IAU' - EXTFhO CT INGRESS ARD WIDTH ECMESS OPERATfOli C r Y I 7Y VIEW FILTER 5: 3LUY+—{-� r i G •� e� p 1 IQN YA—A I --jTL - _. • ,-- � r ff z ( - PURF IPCED COO FETE { ( DRAIN SPACE f I SECTION 8—B C`0 STR CTIO' OF A SI T FEArCE ; (WITHOUT WIRE 5'UPPORT) { CULVLRT I1NTL8T SEDIYENT TRAP 1. SET THE STA KES, i 2. PUICAVATE A 4`X 4" �RENCH j U PSLOPE ALONG THE I UNE OF 1 _ 6`MAx FLOW 111 VWT #3. #3 ?,OR -'�=' = ! 2 C!LGf25E WOP CA2E 3. STAPLE FIL M MA.TERIAL i 4. B CKFILL AND COMP T � � , " S_L WY_ AREA t TO STAKES ND EXTEND E i:XCAVATED SOIIIIIIIIIiii!!!ll!i' IT INTO THI TRENCH. _.. �•_ `\ 1, `\\ "'�_�. ' `S10PAGE REW-REM S cOI:P/K??JT e7 C.Y/WGK .PAyE EER S ECT►VE VI W �....--- /_,•i' �,. .,3, �. lt?£I-...`Hat EASE OF S -Nt, n7 CY. ACRE Dftf �RM3E ! f I ' ,,r^'-'� »,:, -"' .+',x ., -•�" 70 OF STONE BERM) ii I PIPE INVERT •-� I AWnaRkL ORS` IND FLOW i / � � 1 1 1 PRAF HEADWAU. f j SHEET FLOW INSiALLAT ON ,REAS TO BE 5TURSED j i (P RSPECTATE VIEW) I (1uT FILLED. ETC.)T } I { jji''ZI FLOWl r -1 Tt (Mrr 3 7 RR r 1 loll �.4�`€ t/. Tt� t j SN I': i' ; t t ON i 1 + 1 It ' i I I 10N i 7` '�' { ', E' r i { t 5,45ED ON I� i r e. r U-81 Or Ir go- ;W 112 OD. if]KO000[tOt�: STANDARD • • q•..: 1CRADLE j"nm* MID-// % VfP as" mogrosome concrete •.�� t . CONCRETE •1 orqhw - - rill conopoolmod reproe to 1- 112 11, saw out to be Mode a - TRENCH�y& BEDDING �.,. $ MM SE 6t T DEM (CUAN OUT Pr NT) AT.I/2 VG 4fE-Of WEI STORAQW POINTS A SHOD BE HIGHER THA_ POINT B. if i3RAIIdA 1 (F'R -WAY I14STALLATION NT ELEVATION)I EE�JAT{Q�f { I 778 � ; W { _ 3 > I, � I ! - ---- ' I I-------�_.-�.1__ ; W - ,bRiZ A@L{'tEt1 from t T , rto,Stafxiarais it�I $od et�askrt an*} Sediment i;rn`ra. Im VD. QS74C Plat• 102- <;;fig: Adipw f.^ �r�It d, .° j,4g. p`3�t KAI 3.06-� 0lsft�:E: NORTH CA ihA SEDIMENT CONTWL COMMISSION I PL . 3.08-2 { IS'Iter"xi af2zt ; ! j Q • i { I i I � { � I € { I I a I , I 7 N c7 _ i P I e.tse' bessdsptw ' but« i �p ! i METE BOX HARDWARE 1 !— OsG cx Mora dsrbart cap with brass ptup E METER ; 1 f { ttsvfnp s ooWit.nunlc apusre head PIPING METER SIZE YOKE / BOX * 1 METER Box Cf VER „ I ' - - - %74.. PI L. L-wA l� j Pants Maidel PA4SV-CSK (a] Du INA. I 32''. - 15 GMh Io (FZ. ' 774. 5S p i I Panels Model PABSV-CSK y. Ford non -traffic fad 32 0 j (� slaid3/4' /9 x3/4• (20 qpm) Yr50 19 in. itr Iti For �. 3 t9-ICIeLE DITCH I { � � `Ford Ford no. 30 monitor ' I • 00 ' ? 1' jr x3/4• (20 qpm 24 in. *2 5 R -t Y504 rover w ML 2 t 1 / 1 O i I•— — 7� Z/ I eohrerM I over W MLtam I Tord no -1 to IW . t itFordmo no. 30 nitorSDR 35rx 4' SOR 21 psdtmld I wow am { !O i21rx rt dwepp T• • (50 gpm) 24 in.p W RML-12 t lid * 2 ; I q.*.ab bd wye viMs end top 1 I { 1 * 1. In man -traffic area - t 2" thick Poo, plastic i In traffic area reinforced coth 3• thick .1111t { treated i■ 4 baee f * 2. in traffic area r 3/4' x W steel plots with 2Y dia. TAP I I } l , I I (�MMr t centered op-ioninq and tar coated both .idea is to be meter cow ! (h L(1 w+oc•concrete{ ! N l E j II �oncitopt., d wtr�.n lid area reinforced, box. 'nt 2'aob«.i "� 7� L(I --- I - - --- - -- -- _ —.---- g - - - 7 ------ ( -----�---- ¢ - --- ----- --- - - -- - ---- - - - --- - - _ - - - { N mnrY _ I I IWow main 1 corporoGon W-21' m br D Ft It 45•b 1 tarn. , wtA slop 3' s>N di j_i _..meter box I j 4 1 II Z I> ciCALE; I'` _ Zo' HoRZ. I I I — ' Z - Z' RT. — Z V E - '-- --r I n fl'tsorr n.edlrp trrx K capper { _ 1 1 tubing continuoys I 1 I ( main 4 r� Orion I { water without jointrarn I - E X . G F#-r4 D { MOTE : Whore Isnpth of lateral to e+Foeeds IF r i _ �C H [o m to i � r 2 t)a'Y. transition 1 o RA � ARTS ! - G. D p+pr s Nc P 6 8 �- p i * I ; . adeeraoul shd a hr••1Msd N the 1rETER E T71 { salting , regaaped 7 _ _-- .._ . -- - _ P PA6ee1'•--- __._.._----- - . -. .tinr...reear... __. ..Y-. _ ._fie-_. _ _....-__._._.-___.- - --- .fie P� .0M all rheel - .._�titte�- _ `-_—_.. ____.—,_. -- _ \ ` stre ` 3/+ S �.) i Y502 B�S4-123w NffC�4-32 EC-23 3/,C YSO• eMw-344w ttMCwo+-32 EC-23 N 31 I I 1" -444N ftt1G�94-44+IID-G EC-4- i to Dock at # I ! ' INSTALLATION NOTE* S ! p 1 __ __.. _.. EX STcJ > to be approved prior to irlstotbtbn. 1• i 1 PO M 17 type I 2. Water Service cra{ssing street Meet M 1 encored in r dtla. SCH40 PVC or �� s do per {� SOR21 piping. This piping dM1 feat trim 3/4• typeK _ : =N ll l Z i { one foot beyonwLk, d:oidotlefw aN' copper for IL �S�i Uj street, to one rapt t>rgw W MMIN6 t« ( F.,.1,,�3/4• � � Ili �� Cp � I i 1 yt�sMoban Z- U i 7 I _ R E .97 UMVE POM tee i -- ----- -- - _ ... -. lIAL. �l Il J�►1. _.. _.._ .. - _. -, ' - — _. _ __. - _ _ _ __. _ _ . _ - - v .- ._... {.. J .. I { 3�,34" & 1" METER INSTALLATION, N m z ! I Figure 5 1 h I (ll n WATE F- LINF PF-oFILE I, I 1 wtdtt AMENOM NT NO. 2 - APRIL� 17 0 lL h(1 0 �0 L(\ o'i m $ nA if 0 r° Lp 0 j j .mot. i 6 a + I y + + t - fL + t..ti• i �I I + SCALE'. I' 3' V RT I • �- • ' ' ' Mrd pas �sd wee N d LJ { :'s conorom 00"MM ir yen- i 1 , I ! i i t'• ,ft• orb i O l 1t k irk s strap Nit! aft q dm � 1 aonoAlb 1 cortort. ped 1'-6• 94 = 6• I sntnsMlt•tl i � ' 4 it I i , i I M� { I ? hp�t7o5 ED 2•..es.service E FasBsytot (tfpieO� DR -I V C wA i f �t•••a carp loopi l N• tart ltt bs a rlwtNlMts sa�jew tyw B 1 { P F-A P. / O -T F 1 � ad*Wtabb vain TtyprtE anlmMrt�IftssrrtN GRAD ` I - NINE _ r tybe K sqWr i ! 'i FoW- SEWER (,INEto PF�FILE { 001'1 a% x e1 M locator pep 1 i� —iEE SHEET 5 of S i 1 { to mekt { rrwt. - r e' lUhwMwlrMtIMIF ;:: `:. 5 C-X.STu13 o„ tttrrt _ --- -- -- - ----' ----- _. _._ - ---- - --It-- .. i 67 mow i i ;Ocmw 1L I j I stow to Pt ninwnwim ' y1 j X W J lU)) I i w s seer a top a base { bosior pep e' 1 Q I- W ' I !Meat i I I r � Via 1 > 6 I 3 •',c P 1 No* > F- Z 0 1 1 i I �/ � C i i , I rH t. I E : In tnblia am ttbw4on "Y&O q to be see uncl r mwnle lams and -I* WATEPt-L.INE pP-<�>F(L_6 "1:� tt N irfrns er '' ' r nwlhoMl sr+ttsstttta a swlvmsel°tei wl i ; IN Q UQ1 SC A L- E I " = 30 ' H o42-Z (oorsr, bbsibd errefl -- tfstq ! s i i ? s' brerafl (� (o'� Q Q CL + I " = 3 ' V Ei� T . N N p FIRE HYDAATIT ASSEMBLY noun f BLOW • OFF HYDRANT � to GATE VALVE Rohr'. e ,reel f 4 r�- tA..s{' I�"ems r-•IF-"'l {✓ � y Q) I A T' --�I If/97--- „f ,E r;, ,JOB PJV. '/2077 ;HFFT 3 0I t Erosion and Sediment Control Standards 1. Pemanent or temporary soil stabilisation shall be applied to denuded areas within seven days altar final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to defklded areas that may not be at final grade but will remain disrnitit for longer Ow 30 rtayi. Permanent stabdizalion shall be applied to areas that are to be at dormant for more Vw one Veer. 2. During construction of the project. soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary proteaion and perniarerll Stabilization of all soil stockpiles on site as will as borrow areas and so MMQitlonslly, tranaponlsd from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stebtilzed. Permanent vegetation shall not be considered established until a ground carer Is achieved that is uniform, mature enough to survive and will inhttxt erosion. 4. Sediment basins and traps, perimeter dikes, sediment bamers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after Installation. 6.8etwrent traps and sediment basins shall be designed and oonstruded based upon the total drainage area to be served by the trap or Oalfn. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surfaca runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall tie designed and constructed in a manner that will minimize erosion Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slops stabttzimg measures until the problem is corroded. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or perrnariwit charcoal, flume or slops drain structure. tot. Whenever water seeps from a slope tags, adequate drainage or other protection shall be provided. 10. AN storm sewer Intels that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filleted or otiwrvrise treated to remove sediment. II .Wore newly constructed stomtwaler conveyance channels or pipes are made operations„ adequate outlet protection and any required temporary or permanent channo) lining Shall be irWaiied in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to mirumtze anpooshawrit, control sediment transport and stabilize the work area to the greatest extent poishble during construction. Nonerodibis material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by norerodibls cover materials. 13. Whan a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible materiel shall be provided. 14. AN applicable federal, state and local regulations pertaining to working in of arise" live wr wtowses shall be mat. 13. The bed and banks of a water course shah be stabiized immediately after work in the VAftWOWU w compriated. 16. tJndatWround udlty lines shall be installed in accordance with the following standards M aAdMiDn to otter applicable criteria: a. No more than 5W firmer feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill aide of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowitV streams or off -site property. d. Materiel used for beckfitling tronctws Mail be property compacted in ordar to awwrr4w erosion and promote stabdizat►ort. e. Rostabilization shall be accomplished in accordance with these roguia4ons, I Appilc4tbio safety regulations shall be complied with, 17. Where construction vehicle access routes Intersect paved or public roads, provisions shaft be made to minimize the transport of sediment by vehicular trodung onto the paved surtwo. MRtere Sediment is transported onto a paved or public road surface, the road surface shah be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shovewfg or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this mariner. This provision anal) apply to indWWwl development late as wall as to larger tan ,41iskslki rep activities. te.All temporary erosion and sodimert cotMrol measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise frwtirortzed by the local program awttMatrtyr. Trapped sediment So fat disturbed soil mass I'Mukig from the disposition of towWWWY measures shelf Me Wwlarwntiy stabilized to prevernt hoftr erosion and sedimentation. 10_ Properties and waterways downstream from development sites shah be protedod from MOMmeIlit depositloa, wasion and damage due to increases in volume, velocity and peak flow Isla of WisfaMs nff W for #0*0ed frequency storm of 24-hour duration in accordance wrath Uie follow g 1 11 and orftarie: a. Concentrated stormwater runoff leaving a development site shall be discharged directly Into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream s iOfINy analyses at this outfall of the pips or pipe system shall be performed. b. Adequacy of all channels and pipes shelf be verified in the following manner. 1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater Own the cortribubrig drainage area of the project in question: or 2) a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormweter will not overtop channel banks net cause erosion of ohannei bed or bents. and b) All previously constructed man-made channels stall be analyzed by the use of a ten-year storm to verity that stormwater will not overtop 0 banks and by the use of a two-year storm to demonstrate that stornwater will not cause erosion of channel bed or banks; and c) Pipes and storm sewer systems shall be analyzed by tat use el a iM year storm to verify that atonmwater will be contained w1awl tat We sir systom c.tf exlatirig natural receiving channels or previously constructed main -made chaaaft er pipes we no( adequate, the applicant shaft: 1) Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the Owl" bed or banks; or 2) improve the pipe or pipe system to a condition wdtare the ten-year storm is cortained within the appurtenances; or 3) Develop a site design that will not cause the pre -development peak runoff rate rom a two-year storm to increase %ben runoff outtalls into a natural channel or will not cause the pre-deve"ment peak runoff rate from a ten-yow storm to increase when runoff outtalls Milo a manmade channel; or 4) Provide a combination of channel improvement, stormwater detention or ogwur meawas WWh is satisfactory to the pion -approving aWeority to provers OwAtWanl Wasson. d. The applicant shall provide evidence of permission to make the improvements. e. AN hydrologic analyses shall be based on the ex0 tQ watershed Gwractara ics lard On uftro to developmemt of iM subject projoct• f, If the appNeartt chooses an option " includes stormwelor detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth dm maintenance requirements of the tacky and the person responied" for performing the meinieoance. g. Outfall from a detention fwAty shaft be discharged to a receiving channel, and energy dissipaters 00 be placed at the outfsti of all detention faciltios as necessary to provide a sU*Wled Variation from the tacky to the fecervig channel. h. All on -eft aheinNs must be vertmed to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation On SCIOC ill property shall be diverted to a stable outlet, adequate channel. pipe or pips sysWit. or 10 a detention facility. j. In applying these slormwellr nrnoff criteria, Individual lots or parcols in a resider". commercial or industrial developosint shall not be cortvderod to be separate devetoprlmnt projects. Instead; ft dev,0110pailint, as a whole. shall be conatdered to be a single development project. HydrltilOphc paHsonslers that reflect the ultimate developrnerit condition shall be used In all WV11010effgp ctiialf born. k. All measures used to protect propeltise acid waterways shall be employed in a marwter which minima tee impacts on the physiM, chemical and biological i a9ft of rivals, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL_ REGUTATfONS VR 625-02-00) Valley Cycle Center Erosion and Sediment Control Narrative Proiict L9lai hXion The site is located in the Westview, Business Center on the corner of Rt. 50 and Independence Blvd. The purpose of this project is for the construction of a motorcycle sales and repair facility indoor storage. The site currently is a vacant field. There are no creeks, streams, ponds, wetlands, or forests, just a field that didn't even make a full roll of hay. Adjacent Properties The adjacent properties are owned by George and Carolyn Glaize and the O'Sullivan Corporation. The soil conditions are taken from the USDA Soils Survey. The soils on this site are Clearebrook Channery silt loams ( #9C ) and Weikart-Barks Channery silt foams ( #41 D ). These soils have low shrink -swell characteristics. 0 install silt fence O Install construction entrance (with wash rack if required by inspector) 0 Install culvert outlet and inlet protection with sediment trap 0 GTade site and seed all exposed surfaces immediately upon reaching final grade Maintenance Proiurant I The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rajnfafl. Damged and or deficient areas will be repaired or improved immediately. 2 Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be installed immediately where deficiencies are found. 3. Sediment will be removed when sediment volume reaches apprommately one half of the wet storage for traps. 4. Pennanew erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process. Phase I 1. The site will have all silt fence and inlet outlet protection for existing culverts installed. 2. The construction entrance with wash rack will be built. 3. The construction of the sediment trap will built and site graded in such a way as to insure runoff goes into the trap Phase 2 1. The new entrance with 15" CMP's will be constructed with inlet and outlet protection. 2. Upon final completion of site and all Inspections by respective agencies completed, retraining erosion and sediment control measures may be removed Note The Frederick County Public Works and Engineering Department will retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to, •nsure adequate protection to the public and enviroment. -2EDIKAENT TF2-AF- AFZ•EA = 1.47 AC4-69 SToP-AGE REQ' D 13+ 1-�7 yam# I-9 C+• 3 BASIN WILL- i3C- Z' DEEP WITH A RADIUS OF ZD SEDIMENT TFLAP WILL E5F- GLEANED ANP GP-ADED To F'P-r,-VIDE PER-MANENT STORM WATER MANAGC-MC-NT. yz i I 4 1 � i S S q )) t! i ff -� � t s q i 1 4 • IT I F � � .A ' I qi t 1, 4LLENITRANCE& UA L ME F,ULT TO i I i r r 2. ANY TEE OR '5HRLe, WITi-ili°r i5 OF T � tali ' WILL BE C3 �uill+�an C r a r ticr� SUBJECT TO TF2IM 9ii1G- UT44114 6' THE GRCOaulr, TCa 30 dGYv3 1*±6URE A FiAFE L INNE OF SlcsL T, I r ` zor-*d H-2 4 MI -i ri i Flri��- OCATIC N Ai f. «w -!2's WILL13E x 1 r°# I ey "HI 5, :>c�T IE.L r fNl?+I GT^f? u� : vacan p I TG H 1 S To yy�'' ll ,; �I�l1AL+rlct } i �� Kf ��6�" }� '? '�' I �1 Lath I Li`� ��d �T'rR.r'�k * ' ' S eOF �E GLEP� N E D 1 ' + 1 i 1 T-ti ..,tea ECt t5 -1, --S0 �E J5E T 1,LJL I fFFOW- AEn - r �' a?i�R6 L. �TEV ?�.._fri �r.fk.� C<w�r^r`GR� A'v� `.�SCi.,.. OF: '"l (LT As € E , " I 5 T rl�*'+T�R4 6Etif�' LINES 1!5(ik4 t2EFREaEPwT °TiC! H 1 f OF TAE PLANS FROM, TAE SIES-T,,JE ; 5USINEE,5 CE1,11"f M,A»7ER N eepeo ! ; I ? i i < i DEvEL.0 lENT 511-AN6 t.:"` Gii f�FRT Ui r ,;:r-0AND � °CC• THE LINES ,,DILL 1515 C CNSTRUC.TE;= TO TI4a E APPROVED �ESiCatt6, t ti; rx) cv r± C ,1 t t7 to rn C L_.aJ i- ;_,- h- R rJ' G� N a T � A L A N D I-> I S TLJ. 2-MA N G E pER-MIT WILL 13C- izEQ11112�t] 5'i7H C- PGPT aEFo(2E AN-( Woi2jL IS BEGUN oil-T(-{iS S(TE- . 11!', ` whit r?® F" f- ? ! j t r LOT ;',%L�`ER WILL W v .. AC;CE65 -1000 5f r�,'Joo 5* t s TO T14E P06EZ� STREET , AS is 4q,.i k i 1. D I �1 sup ..� G l ii I E ; 1 •I ; ; t Op `vp Q Ro►�o�iE:� Gc�N S TR U Toil ,c l E NTF2A N GC t r. WITH WASH t � y i ti TTT�� P-AG{L- tF } i' 4 +'•, t ' 1 P-EG2U i� E D 3zcri* i i i •' _EW A L k:. i TM i a i i G 5 HA D A E S wo° j1 E A S M E N T To R 1 i 5 E N E F I T I--G T A r _Ia L�ft fT_ .i._ • rf u r Y SM i ....=.vat•.` ' ' TIE INTCI .:>Cf5'Fit' - l•,•, X s Cat - LANDSCAPING LEGEND (15�m { PP-�PoSED <5�UGA f2 MA P(_E to 7P-EES� sup P PoPos E D vJ H I TE DoG woof C 19- 712-c- e � TOTAL aF 2+ TP-EE5 - MIN. Z" CALIPER AT TIME of PLANTING_ PI"oP. NEDGE - US C G©Mt AraN ore- L I TTLE - LEA F ec,x W61 p - -Tc- TA L. o F= H IzU & `5 P l_ A N TE D 3. S' A PA i2-T Efzor IoN AND 5EDIMENI-T• GoN7f2c>L LEGEND lP Pi�Po�ED INLET PRo-TEGTIoN OPPe>P4->9E D ot_.l Tl_ E T P F2-nTEGT1 oN PF�ot�s�D S(LT FENCE Seedintt Schedule 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limesione will be incorporated into .the soil at a of 92 lbs per 1000 sf ( tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per acre). 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 35M lbs per acre and anchored with ctil back, or emulsfied asphalt applied at a rate of 200 gallons per acre__, Jc-s,� Vacart 15 SHE -z AAAAWW- J Z� 0 V UJ 1-4 E �^ ram' E- Z / Q � Q 1Y Wes. r3 Z Q 1] Q J t 4T 1/15i9/ t4(; A W C> )ESIi: NE:s BY: GRO JOB NO__-20 7 7 COON a+ "SHEET 4 C-IF S 1 4600 1 IP740 65c> 2 A f -rL U cz -5 J __` f;/ >r'� /�. P�--.� psi ,'7:-+.. - /4 (vO '_ ti L o `4 jll \N(L_BUR� IZ. fil- AUPf?-A J� HONESTY 'X/ IH "I ----------- m N CHAP-L-ff 5 H. WA5HlWGToM r kJ rO V. F2 U L_ L_ V A' H 0 tz- Pe- --A T 10 H 4D UCIFLA J, E He�l N 7T N 44 % fraj. A 77/ H, oj Zc,' 9 A W I TA V- ep,(5 4 6 T T G E R-6- I A C- 0 7040. A V J N 0 A <T'l 7 r. u __ fl A -A H 17A Fz.'( <75 E W Fz. FL A L C- A t4 I TA 7E WE fz- Ex Z E M F F_ A '7 x, ;tom__ I z,-, T C -T H C- I t-4 F C, Fz- M A _T 1 e5:> �4 H 0 vq t-I N T H I c2 '5ANITArz'( '?Evverz PLAN AND pr--r7lF(LC- . 11 HA17 SEEN MCVIFIEJ::> FPt-,iA THE WEST VIEW & U (tl E 5`7 C_ e t4 TE fz- PLAN r PATED jAMUI A$ZY ('909, E5Y &.W. 6L_( i A ------ 7t 12 Q, 00 M > U-1 4- 4- 55 A N (TA KY SE WE Fz- PROFILE c5CA L E 1"= lc>o' H�RLZ. rl = (c) I V E r-T. 4 0 . 7- ------- ---- L.LJ C—D QQ > z u x Ck::: '2 72 12) UJ U'll i 1- E D A T E : 9/2.41/97 0 0' _E: DE3.k',NE[) BY. (-'R. 0 i Bn, , .2 0 7 OF 5 GENERAL NOTES VDOT GENERAL NOTES LEGEND i VICINITY MAP ' ,. EXISTING #NTERP1EJlATr. CONTOUR St�AU 1" = 2000' r � o Ln 33 a (t o co a c , for { , this o^ i } �_ C�1 d 1. Methods and materials used in the construction of the improvements herein shall conform to the current � V1. All work on Lh project shall conform to the latest editions the Virginia Department o� � EXISTING INDEX CONTOUR 330 C�a l County construction standards and specifications and/or current VDOT standards and specifications_ ; Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion � 1 FzTE. 65S � � c,J I ;and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 4Gt SULPHUF- � c � ) I r. - r� ,, r. EX E/P INTERSTATE SPfzING R-P. 2. Measures to control erosion and siltation, in luding detention ponds serving as silt basins luring construction, ( e the Pict t r specifications or � R - -.. ...._ . l opp�l..ubl,,. In _h,. event of cor,,l,�_ between any of these standards, sp�c}fdcatdon,. �. � �Xlar!;JG EDGE OF PAVEMENT ' h-TE. 01l7 _ � i must be provided prior to issuance of ;};e site development permit.. The approval of these plops in no way l pions, the rrfost stringent shall govern. I PROP c./P ' / =� -' � c relieves lice developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion { PROEOSED EDGE CF PA1fEtv1ENT �1, �� s _ to 1 Control Handbook. -- V2. All construction shall comply with the latest U,S. Department of Labor Occupational I EXISTING CURB AND GLITTER EX C&G A permit must be obtained frorn the office of the Resident Engineer, Virginia Department of Transportation Safety �� Health Administration and VOSH Rules & Regulations. I 1.`1�0OC2 a,1 I PROP Ce, � NDOT) and Frederick County prior to construction in existing State right-of-way, l I PROPOSED CURB AND GUTTER I N,A U a= x V3. When working on, VDOT right-of-way, fill traffic control, whether permanent or temporary, ;'G_G rG_1}R � � � �? � ,� r^r�r nee with the current edition of VDOT's work, area protection rr?anutal. TRANSITION FROM CG-I} TO CG-bR pp p g permit by VDOT when such permit is � r � 4. Approval of this plan does not guarantee issuance of an entrance permit �T t� shall be �n trv,.� da - _ required Linder State lavd. = �, a P s e 0 W q i Furthermore, all traffic control f►aga..rs ,must be certified in accordance with VDOT s � 'Bridge_� EXISTING TELEPHONE LINE --.---..- __ _ { � F INDEPENDENCE 2 G i January, 1994 (or latest edition of Road & Specifications, Section 104.U4 ;�_ _ ---- -- 5. The exact !oc,stian of all guard rails 'dilly be determined by VDOT personnel. "A joint inspe: tirrn nri!# be held a' 1E r! r dwVc with the Developer, County Representctives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE _.__.__ __-.-... - _ .. ...-_..___._...._ __.... p�-�� 4 r features Fir. } r c , r,. C, (VDOT to determine if and where guard rail clod �of Paved ditches will b<� Weeder.). The de�r�eiL>pe€� +aill be k�4. Design featda,es relating to construction or to regulation, control and safety of traffic rrra,r EX 1,�' Rrv, I -fE � ;: D i 1 S I P " be subject to change as deemed necessary b VDOT. EXISTING STORM SE'vTER _. � �.� �--r-_-w�:__: �- vw � G�`' ,� `L' "� I responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to 1 O ) Virginia Department of Transportation (VDOT,) Guard Rail and Paved Ditch Specifications. r Tr PROP' 15° R`3L j i VS. Prior to in of work, Contractor shall be responsible for acquiring all necessary 'MOOT I PROPOSED STORM SEINER ER '. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a { land use permits for any wart: an VDOT right--of--way. representative of the developer must be available at all times. l EXISTING SANITARY SEWER i ! l SHEET INDEX �( L V6 If required by tine local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEINER - - � - I _ � ° ¢ 7. 'Warning signs, markers, barricades or- flagmen should be in accordance with the Manual on Uniform Traffic j , r attendance ( l- -- � arranged and vela by the engineer and/or developer with the attendance of the } I > < I Control Devices l MUTCD). EXISTING ELECTRIC SERVICE -__ _ __ ______ �____ __._._a __-.�___. _ > 7 I I contractor, vir}ous County agencies, utility companies and -VDOT prior to initiation of work, t i� (;_ 8. All unsuitable material shall be rernoved from the construction limits of the roadwaybefore placing rr r _..__._.___.�. __._ ______._ ._.____ _. :OVER SHEET S>HEE ` 4 0� 5 .,,,.� t� g PROPOSED ELECTRIC SERVICE r I to D_ I embankment. I V7. Contractor shall notify the local VDOT Residency office when work is to begin or cease for i � P11-AN S11EE�� 2 OF 5 j ._,CL 0 i ' aria undetermined length of tic-nc VDOT will also require 48 hours notice far an XI' ICJ r' . i_lr,l ___._._.__._.__.__._._.__...__..______..__..._.....________._..___.__ - . 1� �.� ,-. - - A11 paverrteret sections on the approved plans are based on a minimum CBR value of 1C). C.BR values less # y g Y E ST G ,AS PRuFILE� ,�,i*•l a D _ AIL �H .c_ i > a S ! # 0 L, a. •.' rF. �!i P P•..'.r pavement �a-]d. Cr�C.}• -r• p-1 '' An`,r. tt Engineering /' '.,,-,-.r p.r- } I inspection. "• than 10 will require revised pavemen_ section prepared by Greenway -}nd approved ov. J by .he owner. I PROPOSED GAS LINE _____..._.__,� _-_.____..____ `,___.__.___.___.__. � LANDSCAPING ANI SHrHE F 4 OF G � i" L` ' ## EROSION & SEDIMEfsIT CONTROL `� �'''-' < i 1fl, All roadside ditches at grades of snore than 5% shall be ,craved With cement concrete to the limits indicated � Ve. The Contractor drill be responsible for maintaining adequate a=ccess to the project from the ? i ND rU o "� d -> a t PROPERTY LINE 7EWErz FIrAN A PP►oF E -iHEET 5 F 5 I on the plans and as required at the field inspection. I adjacent public roadway through construction and maintenance of a construction entrance t 1 _-_-----_-____. _ ___ -_ _ r- > A ! in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02' FLOW LINE _._ _.__ __ . _ _b I � , �. 3 r � � �, � 11_ All springs shall be capped and piped to the nearest storm serer manholes or curl) ir,Iet. The pipe shell E _ •�+ y i I I $ {$ !OH �' ¢ 0 Q Furthermore access to other properties affected C this project shall be maintai.r,ec be rninimurn 6" diometei and canfor rrr to VDOT standard SB-1. through construuction. FENCELINE - - -- E -._ _ �_ -_ _._ -_.-_ _.-- -._ _ -- a L, l 1 a tr # I i EXISTING POWER POLE �-' � � � � r� era n 2, construction debris shall be containerized rn accordance with the Virginia Litter Control Act; no less than I i c� l' ed ' construction site. I V9. �Ontra�tor shall! ensure adequate drainage is achieved and maintained on the site during ' � rFINAL 8I•I E• PLAN � I 2 C+) C C) one litter receptacle shall be pro rid •_, at. the nstructi'on s;,. I ! and at tyre end of carrstruction. EXISTING TELEPHONE POLE ( USAC7sS7�RIAL DISTRICT �hownee APPROVED �/y <? � �� 7i c' r ..' s.- ^ t-f ]` - �=, I } fl o P 0- R OjV �_ D Lf_ 3, The contractor sholl provide vide adequate m ins of cleaning mud .gym trucks and/or other equipment prior t,y, � �� i^ n - � A IS`� H �w b t �,- , ; T t PARCEL (DEN Ta_. I A I ION NO, Pc>tz-(oN vF T Nf. 6-t- C � { entering public streets rind it is the Conti -actors responsibility to clean streets alloy dust and to take , g; , r r EXISTING WATERLINE IN/' TEE w - �� 9 p a i 1 ) 410, All water and sewer lines within existing or ra osed ✓DC rl ht-of -way are to ,ecave �L. whatever measures are necessaryto insure that the streets are maintained in a clean mud and (Just. free � 36" proposed roadway C t , ,T, LOT /AREra� Z.bS7�AGFtES # minimum .moo cover and, when �o`stb!e; to be installed ur,ra r :drainage facilities. F - i Q g PROPOSED WATERLINE' i condition at all times. { I '` E w-- j DISTI�'RBED A.REI Z AGIyES 1 I i '# a' , tappropriate r Y: + ,f „ .� r " r , ! LA V11. Any unusual subsurface conditions encountered during the course of construction shai! be EXISTING FIRE IIYCJRAi T CURRENT ZO�INC B-2 ! Q �- , 4. Notification shall be given .o the utility company prior .o construction i. r c,.e, and/or sonito, 4 � ,J sewer Imes- !reformation should also be obtained from the appropriate authority coiecernina permits, cut Irrlmediateiy brou��ht to the attention of the engineer and I�D�J?. Work- shall cease in that } CI_il?Ei�# T JS_� �'cc.tant ' �,� sheets, grid connections to existing lines. Pp y J I vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER 1=AL',�E err ;c ;c - `� �� ►-� Z 9 _ QPOSED USE _ (41'i Retail Services {� '� C4 p z � 1 r C water c }';=,r shall •-.�_ with rp ..c. -r PROPOSED } }�'. i-T m i'1` 'tt�r'• C''T r ; f' r f�a, - .t..'� 15. All sanitary sewer, and wale. mains and appurtenances shall be constructed in accordance wits) the Current PROPOSE_ A tR MET R I U a P I V12. Ali undercut areas and borrow material shall be inspected and approved by VDOI Inspector BU:L DING SE_rQA"KS: Required Provided PA.RKJNG. eq d Propu ,� QW{N�` � � j! ��.2 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 1 f } I Rt 50 0'3 51 FROM?: 5' �i-' Z �� I-N � � I t� � i prior to placement of fill. EXISTING REDUCED 16. The location of existingutilities shown 'n '; e p are p r existing records. t Shall P w Independence Blvd 35' 'SIDIES 5, 84 ! be the PROPOSED REDUCER `� v ' t' } c., _ l z 0 m Z :i °4t s S plans t,r taken from t' '� ardv l.}c t ;� � i , fill, ,ryr,P subsurface material '-,�-," - r• � is 1--i � f ' _. I v1 �, All roacwav fill, base, and back.t;ll of utility %storm sewer trenches shall Future Street 3h.' 13,:3` tl z I contractors responsibility to verify the exact horizontal and vertical location of call existing utilities as needed7, c 7 :. >._k , be cone actei; ir'i 6A' lifts to 95% cif t!eearetical nla<imur�t density as teterrnirred fit, ,TOP .1G,J Brack aionr' B-L Ci !i 0 Easer-nesrrt) - Q privy to construction. The contractor shall inform the engineer of any conflicts arising frorn his existing �' ! 0'� w - AASHTO T-99 Mlethod A, within plus or minus 2% of optirnurn rnoistiare for the full width HANDICAP RAMP fr' � �= v=� � . utility verification and the proposed construction. ` tt•u-i�) QI pov` a 1 of an dedicated street right-of-way. At the direction of VDOT Inspector density tests ! DEtdoTES i �v' t y g P 1 LCCA NI OF STD VDOT BUILDING _HEIGHT; MAXIMiJ►tis = 35 PROPOSED = less than 35' with final desian d� � � I `� will ° e responsible ^r - damage #i-,r.� existing streets arid ,a -c ed r- , a qualified ifi ] VDOT CG-12 AND/OR ,.�JRISIDICiI(NAl 17. The developer dirt, o eaportsibl f,�• any t �,�1t ge to _,,u ex,�t], st, �t gild utilities which occur, t3 a performed dy �u��!itied independent agency shall be conducted as required in the i STANDARD RAMP CONSTRUCTION result of his construction project within or contiguous 1.o the existing right-of-way. i Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to _ �Q Q I o n t - �. PARKING INDICATOR � � SIGNS_ PLACED },N BLI!LDI.NG ;� �� U i �1 � final VDOT approval. � � U > U � 18. When grading is proposed Within easerr�ents of utilities, letters of permission from all involved comp,anles i i INDICATES THE NUMBER OF TYPICAL PARKING SPACES � �W �� d. f iL must be provided to Frederick Count,t. So ii'Lation Authority rear to issuance of grading and or site (SEE _ r p , p g r !I! v14. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans TEST �.q i rr•,?a � r,IJTDOOk LIGHTrN_� PLACED Cal E3U#LL§#;�iG (SLE DETAIL, SHEET ; OF 4) development permits. € and further where determined necesscr b ,tDOT Inspector. EaT PIT LOtA,IL+ra;, �� 1 _ 1 y y p C3UTD00R STORAGE: NO OI.JT,)J0R ORAGE PR'PO,ED 19. The developer will be responsible for the relocation of any utilities which is required as a result of his t installation � entrances mailboxes .-ti '+ S I i\ T, I project. -�, :-�'-fr - � r construction, V15. The installat.�:: cf art er.trance� and , within car] dedicated street ri ht-at n,a . , .., t r= __ �: -` � , .A '�.l f. N t�l , � I The r Iot.u.,an should be date prior t-� HANDICAP PARKING �A�N=_ t ALC;IJt_�_atlli�_ f A},I,I�It� Cµ:!_�_l�_._.t � � t1 � 6` S h Yy 9 y ; lr� C _ I shall meet VDOT rninimurn desian standards and is the developers responsibility. ?�� 1 h ! o d o ' N Ic9 I z0_ These plans identify the Iacation of all known grovesites. Gravesites shown on this plan will be n+rotectea � R OUlF U = "l.Cr 'OTAL r � � to N ij 1 o N _ i _s r �� OP } ] _ 1 c ,' _._� C�t:al _ Re d_ Prro ay a in accordance. with state law. In the -event ravesites are discovered v t _ g �cor red during construct an, he owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials wa_hin VEHICLES PER DAY COUNT �1Lp�PRL•, E'wI C. I(orevo�E. 2a., a._ \� C } as � � _ engineer 1 A ; is immediately. r + � Showroom 7000sf ,, 4Ovsf 18 a must b notified immedia� ly- any dedico ed street right-of-way must be provided to the VDOT Inspector prig to PROPOSED BUILDING ENTRANCE I acceptance of wor(<:. Unit and t.,ata! prices may be obscured. �..;' i Warehouse 7 emoloyees eaC'n 7 21. The contractor is to verify field conditions prier to and during construction and notify Greenway Engineering I l at (540) 662_--.4185 immediately of any discrepancies between actual field conditions and the approved plan. i � T � _ � i --, � 4u�cica�rl�i�fay I��sf 1�3��f I ' V17. Prior to acceptance by VDOT of any streets, any required street signoge and, or pavement � EXISTING STREET LIGHT ; - 22. Controlled fills shall be' compacted to 95% of maximum density s deterr-nined by method "A" per- standard ; ma -kings must be installed by the developer or, (it VDOI's discretion, by VDOT on an -(offal zlo proctor AASHTO-TO9, ASTM--D693, or VTM-1 as applicable. Density shall L+e certified by a registered ' account receivable basis_ O c 'STREET E PROPJ�ED �]AMt_ SIGN -�--' � I-lA�1Dic�'AF-' PARI,<lNfCi professional engineer gild results submitted to Frederick CCounty prior to pavement construction, if a _ _._ �-- _ � r, .;loll � � " Der` 25 = '--,pace--, Reed geotech} ical report has I=err prepared, it should supersede lice requirements in this Wrote. 1 �1 PROPOSED SAI`J#TAR LATERAL CLEANOU# --' I -`, LANNi BSI-DAPING CAL( lJ�A_Tls:�NSS TRIP GLNERATIOIJ DATA r ] 1 ( I 23. Contract -ors shall notify operators who maintain underground utility lines in the area of pr`:,pased excavating � -_ I SANITARY MANHOLE i INDLi�TiFIER 1L) p; S ; � } A j I � !=n� I E, t C•R �E'U•°°=_riRE! or blasting at least two t`2) working days, but not more than ten (10) working days, prior to corn rneneernent I � h-� ;,, _ L; Note- 10 of the 26 spaces will 5 car r,atorcycles only. ; l , .-.. I SHADE TREE t- F_R 10 �P t_ `, - of excavation or demolition. Names and telephone numbers of the and operators underground utility lines ; -.0 i T S- i V.-�} ; � �� (1g ' � GREEN AF<LA = 5% OF PAitltl[vG LOT = 3E�8 sf i T } CLASS Ij GROSS sf I No. OF E1PLC_�YEt•� tR!F RATE \/PC} I IORM DRAIN :E�`}�t:JRE il3r,aT#FIcR �J in Frederick County appear below_ ;here numbers shall also be used to serve in an emergency condition. r---- 841 ' Showroom 7OOG 1 per 28.7 sf 243.9 { INTERIOR PROJIDa 'D i SHAIDE T1PE €_S 150 Warehoouse i 8 � ,a.8`� PER EMPLOYEE 3,.12 i EASEMENT LINE. E i err 8 s` OF GREEN AREA Water/Sewer.- Sewer: Frederick County Scinit�]tion Auti-iority. � 1 � �� CEPJTERL!NE P.O. Box 18117 i L r T 2 5.0 Winchester, VA, 226i_a4 I I TOTAL l `� ' EXISTING `Spot' ELEVATION 12t -* EXTERIOR REOat-11PED I 1 'SHADE DE TREE. i.. ,_y.- (;r4O) 86€�_1 C7r>1 � � i � � � � ,. � _ _F p = PiER 40 �Jl- 1='Ar=,l.t�! � �... I �IO� F'P,DP'JSEIr SPOT ELEVATION 1? 1 PE i`Ct.Tf-F 84r�,.{i' - ;�1 TrrEE ; C i i } ( -'' BARRIEq BETWEEN R rW AND PARKI G LOT Phone: Bell --Atlantic. ! I r { I i EXISTING TREE DRIP LINE _ _ _ _- _ _ _ _�. i � THIS MITE DOES I.tv-T HAVE AN`� ��' -�� ✓ I P.O. Box, 17398 ; I i i _--._ Baltimore, MD 21297 # I ? t�` ! EXTERIOR PRCViDED ��INKHoI-ES ®R STEEP SLoPEs , Ili`S JTi_#TY 1- oo- 2'S -777 7 j CSA CONSTRUCTION i OTEs EXISTING TREE 1J" OAK r 1;,'' nivE f '_it SHADE 1F4 EL L Fc_IATH�f�-ticoRE , HIS AI A IS No 1 n l I -8.`"' i 3' EYER KEEN EDGE INA F(_a�t7PG,<trN ,, Power: Alleaher]y Power l ___ _ _ _ __.-__ _ - __ __ _.._-___.� C`AA�K ! Q) P 0. Box 1458 F _ PROPOSED TREE + r� 0 i. Hagerstown, MD 21?4? ` i. Welter and sewer lines are to be constructed in accordance with these plans. The lines � ! 1-800-654-3317 shall additionally meet all requirements of the Frederick. County Sanitation Authority_ The contractor shall coordinate with, and arrange for inspection by the Authority. j Gas: Sl-)enandoai-�, Gas vet+. -• P.O. Box' 2400 I ! I b t+ Winchester, i Exact locations of water and sewer services on new lines are to be coordinated witi� the s�' ` I C.) ! VA 22604 I J I t (540) 869--1111 Authority's inspector I ) 1 I 14_ Water laterals that _'rosy the street shall be it PVC pipe, The pipe shall be 2-inch I ( r � a) j diameter SDR21 or Schedule 40. it shall run 2 feet beyond the near side and far side � �;' I COVER SHEET I sidewalk. i i -- -� i The Sanitc,, Tor, Authority maintenr--c:e department is responsible for the installation of .� -__-_-_-_--_-__ _-- water meters. Before a permanent metier is set, they regUire 1) the frame and cover to ; y I ! { �' MARK D. SMI �I �' � Prujrac,t CkUnte: I Pu)lect Nunnuer: i # be properly aligned with its meter- L=ax and yoke bar; 2>, the frame and cover Ira be set tr? ! s ?- 7' I the final rode tsf 1 , .�, + ,e ti, { 1 NO 022837 ra y ;� a �'; _� _ g• the lot-, 3) the distrance be,_� en the top o, he cover and the yoke bar I` � �, � �i //�� q@ � i � -�l �.- ' � �' tr (��i s�/ ;� 0 % 7 I✓ LLB' 0._%i �j 't,'...i ..�% `�'J `✓ !! k I j between 18 and 21 inches; and j all components of the meter box assembly to be in proper working order, it is the developer's i conctractr's responsibility to have the meter < v zCs� ? 6 - --- ___ ___ _---_-�-__----____ _---__---__. _�__ _ ___ ______._ _�_,_ 4_. �_ I box assembly inst ailed correctly. 'G' A I V1=agisterial District~ ,)ale e Plan: Month, Gnat Yecr) 1 6. The Sanitation Authority shall Install all water and sewer services that connect to existing � ' `-}Vt'ii�2 ' r � �=,f `t ! �� 4P,9Napa j i l,. location t termination f the � l .ate I roes_ The local or of the tap and the ermino on point o tie lateral are to be -�- __ --____ -�_ coordinated with the Authority's assistant engineer. Art applicaton for services must be � i Owner: Address, indud'in %'I" `ode TelR � e ! � made and fees paid. PROFESSIONAL � L & SIGNATURE [ 9 � �r ph.,n ltt. .} 1 j South Kent re ``` r N.,EA 1 it Street ,�-• P _ ��l {IF,y✓ { l�rde �,---,n er �lV'I 1h i��f• /� lr'r,�l' �� 4,/�<'� �' 7. The Sanitation Authority shall tap G113 existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE !Ti i % '40� 667- 189_3 ��: for and rr-iol the tap. The coritr"a"cloy rnL}st make application for tared pay the cost of ! FREiaERICK COUNTY STANDARDS AN tills work. r ORDINANCE:), ANY DEVIATION OR CIIACJr;E I Developer` Address, Including Lip ;cde C Telephone No `� IN THESE PLANS SHALL BE APPROVED BY ( Volley jf � ✓ ,� I l�fi 2 Sot; th Kent L ,reel v. The contractor-i!I e r i a ! n P r• r. i ! o I `1J 11`die 'C"enter Winchester. VA 221 , i P shall tie-in a new .ire to r existing manhole by core drilling the manhole. 1 THE ZONING ADMINISTRATOR PRIOR TO t`=4'?'' 6E71893 I i CONSTR ICTION. DESIGNED BY: GRO l I 9. �, double chec.�: valve beckflow prevention assembly is to be installed on any line (fire or Engineer Certifying Pion- Address, Including Zip ""ode & Telephone No. # to P ASSE ] 1 51 VV;nd•�r hill Lane JC)B-PSG. 2067_ t domestic) Ina•. ,g,�es into a building. Ti�Y assembly i=' ,a met A��E Standard No. O.S I ! I or 1013. If the assembi v is mounted inside a building, a rernote readout is required. i GI-ninn V't/ i -v i n gI rl �Ol-in g '�^>tinchester. VA 22602 � ] { (_`,40) 662-4185 SHEET l OF 5 r- CT) rn1 CID ..zzt bi Cl CD cn CD m C\j C-D ,:5FC-T(ePF4 A -A 78o W 775 Lu EX le7- TI N6 CfzA DE -77o 7GC> W 1-5' E C- T 145, N -75o EX 15T(NC_ 175 W GRADE W -7 7c> 74,S) 11 W 76 ID 4-7 EG T 700 %6 Lu FE_ _j EXISTING GF2-APE -775 441 7 7 7465 C) uj -*75 E 4-T'( W d- Lb ('7T GRADE 775 V_ ,Z Chi 1 -17o IZV LA 7 (6 0 LO GROSS E C, T 145,-) N 5 50' HDR-Z. 5, v E IZ-T. 1. %�, NOTE s �. �I. �, ,• ,;' I ALL ENTFANCE5 WILL DE BUILT To GG- 11 STANDARDS TREE GP--115 WITHIN 0:7 2. Ai4Y THE - ';IF- F-lW WIL-L I 4_ DF_ �iU 5J E OT To Tp_I mm I t-4 c, vVI TH I H TP(C- G R-c>,j N D To A '5A F E L, IN e CTMIGHT -3 THE FINAL L_ 0 C_ATN�_f4,_t9F A L_ L_ C_ G - rZ 5 WILL f3E DECIDEDE!>--( -THE VDoT FIELDit-4,,�7PE6Tc>P- 1 THE WATER- LINES 7Hc->' - AFLE A VI5 UA L_ uj RE-PP-E,:5ENTATi-,:-,r4 of 7HCA'3U(L.T, PPt>M THE 'CeNTC- PLANS PATEP fit E!>,f GiL_ee12T W.C_L_IFFCllZD AND ?I if J u_ Z Approximate Treehne 0'5u1liva�i Sorporation > Zoned. � 52 4 Use vacant Tt. e)4 %N i 41 ZO N 2-41" }-OGA T(o t-4 (Tc'136 Bcl((-7 L-ATC-PL) A N L_ A T I- P-A L_ 75.1 P P-F' P4 P- PLA U -5 e C-;l f,.t t,.A E 12- c-- I- I- VIA D.1 — I s I I I - _11. _ ___ __+ I I N 4,7:_Ajew CI W 'K 5uiLr,>w& 7 RA I I- I- F- F�6, L,) OL WITH Ii,4-TCP+4AL_ FiP-C-WALL. T I Jalt-i -lPe (Ic") Aw-( FW2-Tt-Aep- ct,4-,-Tp_uc_T(,:,+4 I Tti� t5iGF_--7HT 3oF rp-op- W'7 11, 1 tc �AGVE �1_ la"x tc," T46 0"-,7ULLIVAN� 64c>P_-pc>s2-A7(c>N� lu 2 E A 1 �4 rp BL_ rl>&. 676 WATE PL t 7YF:,6 KA u,�e T --t/ P e -7 - I u -7 C-_ -re r' fd A �4 P FP'Il,? F' f! 31 aAF--P-1 1--AF->F- F E;2. 5. o G. 5.42. F H. E e, lQV = i -OP TYPE 1E_ IL GOADING I r 0 - Fropo-6ted 6treet II f- P 1F LE PH -!:-64 E CcP E-5-NA'T". EX. je:�,' , IN L. > ? X 71 < FER MAN W. PEhrz� ('�;(`(_AY A F2 S.F. . U 4Cl- 70b OS 57. T m (t5, e, - A - D-F�. F>C,. tk"+ FP-P PAP T_ FP---V 2--* RE EF7-VATI -'r4 49F u Ti L-i E:e7- M N C_:7 A� I,> A C TRIAL f CCU MFASTeP- PAP PETAI I-_'7- FoRL PAD(SHCIULP 17 a 13U (L-7 LA -TER-) gk*,LS*,K I/*w 4TeISL- rL.ATSjr-T4VCI5.,e_F_IVr: Caw " *T" WIR&65 ra lx to' 46PAr- r04T6 W WITH IFI~#4 C-0- 004-(v fT/_. d-,01.-UMN f5AIC MrA P'F_ #'IA. 4TI-. TUAMW A L L 6AMN I- if-S, n--.A"-6jkArM"ALXIL- .TAM *H4Pr WfiP Aumi 11412 WZ.L-u mviHT9 I"K61" X*VUCPH SrAW114 C-1597AIC rLAUK9 7r, _* 0. 4 11 +" A v'xr 1, GATT rk:21-r AAle LAMPM S 159"KISIT4 L j tau W PIT6 ;Z GATF, PE-WL. HVT To Vtir-A i. ra ALL MATE-PL(AL- r67 E5 e rEzeA-T e C-11 u t-4 E3 e FIL- Fit-PNT VIEW Top Z K view ek-j' DETAIL- BOAfz-0 FENCE AFLr--dt4C> r->LlMF'5TC_fz- PAP 17F'cp,P '�M- H. # Z C5> j -TOP = (074. (o 1 NV. (067. IR If4V Ok-47 = &6,7 'n Z Z < ll-� I FIz TL_:>eeApppr_>4eD (3y 2 (1! ,,r,,p, 7ep! 5L4iL_i_ G Ia. 2 I - pFkl;lp. Cal" F7 '5 PFZ- - 1, vvATrz OL - HOiGff v a I oD IL y LOT -_NJ4ER Wit L HAVE' 4,C�E:5-E, + H. TO T"E FROF05-_:� 5-TREF_T OL I tL 000 WOO s;, Lu 47 U) W C Ft L-F-) 10 A6 _4440 LN LLD) I CL L F F S F. F. �>60- 2- 13c, FT. vv I L_ L_ Be Lu TP 'Te C -U,/- AMP t- r I 1 r '7 iGW'5 WILL. BE TAc- H E p T- e>u (L- P I t4i G- �_A W If�78.�11MAI N TA I N ep e"f- TH I- uj F- I (2-e A TC jY In r -lWNE7P C;>F LL At*4r7l MEET FR-epe j24cK co. N 6- + < I Ot I 1 -1 ; 7+ '5✓ E I- TABLE 74,�,7. Fop- r W I RLS WA L, L_ RATI N e-- PP.51 P. H. 41-7 pp,64;` r-A M P Pr2_IV E - I W J F, b- BOLL RDS 30 acre* Zoned 5-2 4 M-! 7k, 4 d8e Vacant -7f>. '21 WC1 TM 0 64 -A - T-014 I PVC, PA v I- t,4 I- NT GRADING NOTE 1} p \j P. U. v, 1 1. _5 7 PROPOSED SLdPE 31 FLATTENING A 74, 35 IJ HOWEVER- F SIGN _PROF- eCSHARED ACCESS GRADING WHA750EVE25HCUL> W-RAP446- +77 EASEMENT TcEENEF(T r7a. PARKING K1 4 G V ff ME N T 11 - l_OT "A" THIS EA5EMEN7 PpoP PFFc,FWITHIN VPCT —IGHT- MA -Yoe r,>Er,>icATeD To 7H6 DETAILBENpT; '5HC)U(-C> I r2`5 U L_ L ( \,/A Ni F - W A FF2-1,!�?FL T (,-7 %1 FC- let T 3) STATE PA OF APPFz%�>FT2-4AT6 L-ANP Ul-76 �--1 20,1 0, - 17 ->(\,/IPC- IN FuTur2e A-0,- Z-4 PF_P-MI7(.,) , % _+__`0 - I - < -7 7. t ltj THE E-\/F_NT5U6" '5u0Pt\Jl'7 F-1- - r-p E� a ANDPEI:�,fCATk-_':7t4 5H(:-:,U U> TA14-c W I + PLACE I Vp_-->T 6pF:RCpt k g> u FIPATE THE R-c>AP WA( tol V l, A L� L EGH e-tJ zl� T'l_u pE P-/\/Q T- THE THEN Tc�:, jt4cL e--UF242 t-4T '1�2-TAWGIAFLD. 20' VVATEF-L-1�,16 I-- �4 P F. 2 7- r-. -.;L -7 C:�. t LIr- -71 HAWPN�AF2F'ED PARV-(�4 EA5�FMEN7 -T I,5�IGW AKIP �,AAR-V-11,4& PE�?7,AIL_ LjNt7ER6pcutir_> u 0 Er - (3,peEp) To 12- _T "7 EA E F- C, 11011 PP-�?- I" "EJE5P-e-IX IL H. C. Fl P5 IS �2-A P .001, CEP -qu L_ L_ k vAt-,l ez A L GfL WALE L_ -_0NPU(T Ez "i X. , % -7 _7' 00 L 2— 12 E 17 E F2- VA I ( N of j�7 -3 S�?' �U7ILIT'( eA-;,Et-4Er4-T �4 &7II b 22" j�i Ji PG lC>,DG) 62 WH I Te FR-oFc, -5-6 C_-) -to lip" y y > GG(Z H - R-A K4 F PROP. V Pc, T G,-2N7FzA,-_T0P- To 3 MPH) 14 4-TYFI STD. P -7 iGN �N7PC57L2P P L T �Ii VI LLN07 EXGGED L 2- -/- To 5U I L_ D I M(S V4 L — — — — — — PEFz-A,U>.A. Ae_-�F_175 Ex. R-E42LA I R-E M E N T 5 SA114iTw`i.R-T ex. (011 Wl t__ HANPICAPPEP FAfzl-'-INCv 15P^C, e - E x - I,4 H 2-1 I' -&*/I ALUM. HAWC7iCAFPF_C> fpAF4z_lNG SIGN Tck READ, I' FZ.F-,5 F_ RV E C> f-A Ft. J4 i N G e-L-T'T- 19TL- TuDe WITH 3/5" CAC;lIUt,A FL_A7155P NU-TS, AND VVAlYHEFV5 Z'/Z�11138 -ITL _rUf5ff_ ExTet,(P INTO 3 C-47WC FILLED PlPe Z'-CP', Pfs-,cViCe VVF-L-PED VIVATeli2LrIGHT GAP PANT -W 4,115 " bi-AC K �FFI! E PAINT Fire EVr-pF- P'A ve"ewT 01 STD. 5TL. FIFE FILLED WITH Gc7wc (0 L-,:Pf4G BARS EA WA`( TNPaa pIrF_ I'-Sv"C-C't4C &A-91E FF L-A PLe p ",K Iy L C + 5, THAN to IN. THIN TH 0 wvt_.,opC P TH F LAIC c 0 jk C) r, CUPIUD RAMFIP Pe -TA IL- Trl. A Zoned e - 2 T iM TOP = & 7 -,;' I - 1 N V = ec, &`9. 7 e, DATA "I F-A P KJ `7 = 7S.o0 A 05. I' p 6 LTA 88 0 Z &' I I!> TANGENT = 73.03 ' C- H,5--1 r- D = I -A Z -3 - 2- -7 Vn 0 E, L-34 '7- C-) CA 1 Erosion and Sediment 1 Control Standards 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days aAw final grade is reached on any portion of the site. Temporary soil stabilization shall be applied Wift SWW days to denuded areas that may not be at final grade but will remain AOrbnant for longer than 30 days. Penranent stabilization shall be applied to areas that are to be laA dormant for more than one year. 2. Duffng construction of Ow pitied, soil stockpiles &M borrow areas shall be stabilized or protected with sediment trapplitg messures. The applicant is responsible for the temporary jarolection and permanent 811410aadon of all soft stiockpiles on site as well as borrow areas and doll k"Wonafty, trains clad from Nte project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover Is achieved that is uniform, mature enough to survive and will Inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment Demers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diventions Immediately after installation. A.SoMment traps and sediment basins OWN be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three aces. b Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration Runoff coefficients used In runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment bean is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion Slopes that are found to be eroding excessively within one year of permanent stabilization shag be provided with additional slope stabdizirp measures until the problem is corrected. E. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate tamp"" or permanent channel, flume or slope drain structure. p. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. AN storm sewer Inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sedurnent. 11 Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be Installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and oofferdams. Earthen fill may be used for these structures if armored by noftaodibis cover Mateo". 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible malarial shall be provided. 14 All applicable federal, state and local regulattons pertaining to working in or crossing live waAaroommes shall be stet. 15. The bed and banks of a water course shall be stabilized immediately after work in the weermmm is c011w"d. 16. UndwgMWd W ty Ones shall be installed In accordance with the foAwmng standards in addition to other appillic" criteria: a. No more than NO Intear feet of trench may be opened at one time. b. Excavated maluW shall be placed on the uphill side of trenches. c. Effluent from deaietenng operations shall be filtered or passed through an approved sediment trfppMp device, or both, and discharged in a manner that does not adveraaly affect flowing stream or off -site property. d. Material used for beafilling trenches shall be property compacted in order Io rmlrwlyas erosion and promote stabilization. e. Restabdizatlon shall be accomplished in accordance with these regulations. LAppikable safety regulations shall be complied wkh, 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transpon of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shag be cleaned thoroughly at the and of each day. Sediment shall be removed from the roads by shoveling or sweeping and transposed to a sediment control disposal area. Street washwtp shelf be allowed only alter sediment Is removed in this manner. This provision shall apply to irwividual development Ids as well as to larger lend -disturbing activities. tA.All temporary erosion and sediment control meaWAVS shall be removed within 30 days after Anal effe atabdizaWn at after the to mesa xes are nip longer needed, unto" otherwise siAhookod by fife Wall progrem ek1M1r11lr�ippM 460W A 00 hew disturbed soil areas fesumv pe1m1 the dMpolow of i1110411111MY meaaim agent fMll smalo wrtuy stabillzW to prev" holler eroebn and sadilnentatlon. 10. Properties and waterways downstream from development Silas shall be protected from sediment deposition, erosion and damage due to Intrerses in volume, velocity and peak flow rate of stormwater runoff for the stated frequency Nam of 24-twin duration it accordance wNh tl1a /otlowirg standards and criteria: a. Concentrated sloanwater runoff leaving a development site shall be discharged directly Into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream aftf MAy analyses at the outfall of the pipe or pipe system shall be performed. IL Adogwcy of all channels and pipes shall be verified in the following manner. 1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contnbulfifg dranege area of the project in question. or 2,) a) Natural channels shall be analyzed by the use of a Iwo -year storm to verity that stormwater will not overtop channel banks nor cause wasroa of channel bed or banks, and b) All previously constructed man-made channels shall be analyzed by Ole use of a ten-year storm to verity that stormwater will not overtop ae banks and by the use of a two-year stone to demonstrate that stonnwater will not cause erosion of channel bed or banks, and c) Pipes and storm sewer systems shall be analyzed by the use of aJw year Norm to verity that stormwater will be contained wow Wo poll system. elf existing natural receiving channels or previously constructed man-made Uiaoni fd+f pipes are not adaqu&W, the appkAnt shall: 1) Improve the Channel to a condition where a ter -year storm will rot overtop the banks and a two-year storm will not cause erosion to the chan"bad or banks, or 2) Improve the pipe or pipe system to a condition where the ten-year storm is con utined within the appurtenances, or 3) Develop a site design that will not cause the pre -development peak runoff rate rom a two-year storm to Increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to { increase when runoff outfatls into a man-made channel, or f 4) Provide a combination of channel improvement. stormwater detention or other measures which Is satisfactory to the plan -approving authority to prevent downstream erosion. � d. The appNcar►t shall provide evmder►ce of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed charactenslxs and the ulUmate tleveloprr►enil of the subject project. f If the applcant chooses an option that includes storrnwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities The plan shall set forth the maintenance requilemerits of the facility and the parson reapatslbie for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipates shall be placed at the outfall of all detention facilities as necessary to grouch a stabilized transition from the facility to the receiving channel. h. Ali or► Mo channels must be verified to be adequate. I. Increased volumes of sheet flows that may cause erosion or swimenlaWn on acilacent property shall be diverted to a stable outlet, adequate channel, No or pipe system, or to a detention facility. j. In applying these sfon"WOW rtatalf b;xMaNa. Individual lots or parosts in a residential, commercial or industrlN drmfaMtpMlalM SW not be conMl/ared to be separate development projects. Instead, the - j&10 1111 -, ai a lMlole, shag be considered to be a single development project. Hydroloo pMamelena 00 reflect the UN111 to devMopmmMM condition shall be used in all eng►neeft calculations. k. All measures used to protect propelYss and waterways shall be employed in a manner which minimilim impacts on the physical, chemical and biological integrity of nears. streams and other waters of the slate. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625.02-00) Valley Cycle Center Erosion and Sediment Control (narrative Protect Description The site is located in the Westview Business Center on the corner of Rt. 50 and Independence Blvd. The purpose of this project is for the construction of a motorcycle sales and repair facility indoor storage. n The site currently is a vacant field. There are no creeks, streams, ponds, wetlands, or forests, just a field that didn't even make a full roll of hay. Adiacent Properties The adjacent properties are owned by George and Carolyn Glaize and the O'Sullivan Corporation. The soil conditions are taken from the USDA Soils Survey The soils on this site are Clearebrook Channery silt loams ( #9C ) and Weikart-Becks Channery silt loams ( #41 D ). These soils have low shrink -swell characteristics. ❑ install silt fence 0 Install construction entrance (with wash rack if required by inspector) 0 Install culvert outlet and irilet protection with sediment trap 0 Grade site and seed all exposed surfaces immediately upon reaching final grade Maintenance Progy I The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damged and or deficient areas will be repaired or improved immediately. 2 Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional treasures will be installed immediately where deficiencies are found. 3 Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps 4 Permanent wosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process. I The site will have all silt fence and trilet/outlet protection for existing culverts installed 2 The construction entrance with wash rack will be built. 3 The construction of the sediment trap will built and site graded in such a way as to insure runoff' goes into the trap Phase 2 1 The new entrance with 15" CMP's will be constructed with inlet and outlet protection. 2. Upon final completion of site and all inspections by respective agencies completed, remaining erosion and sediment control measures may be removed. Note The Frederick County Public WorKs and Engineering Department will retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to er sure adequate protection to the public and enviroment. SEDIMENT TRAP Al2EA = 1•47 AC42-E5, STOP-AGe Fz6�' D 134 yci 3/ 1 ai✓r-e A I . -4-7 AGtz-ES = 1197 yd 3 = 531,:9 F+, 3 DAS1►J WILL I3G- Z' DEEP WITH A RADIUS OF ZD SEDIMENT TP-AP WILL 5E GLEANED AND GRADED To F'Pr�VIDC PEF-LMANENT SToRMWATEP- NIANAGC-NIC--NT. IA "f ! l a� t I I� ! „✓' , I I i i 3333 t � X lA r` ' f - • 1 � r i '! i . k { 4L lTf2f 3IGE3 UNL. eUiLT ';O SG-;- T 'AN'D,� RDI,+ r 2...`,Z`!?" TREE CAR 5µR,;e WiTi-N Ili' OF Rr1> WILL BE 0 6ulli Y ar. Corporation SUr3JECT TO TR2IMMINCx WITWIN 6' OF TI-;E GROUNL' TO `NeURE A SAFE LiNE C?7 5!Cx 4T, t I ! I 7on&—d : 5-2 4 M-1 TWE FINAL LCCATiON OF ALL Cis-12'5 113iLLL 5E DECIDEL) U r> YdGarit 5Y THE vr70T FIEL17 INSP'Er: TOR THE 'HATER LINE. SHCUIN ARE A -,/-4UAL REPeECaETJT.ATIC?N i 1 1 , T ti ,w-�3-t �3{ i OF THE . 5-IBUIL.T6 �C2!''1 THE LLES v:EW eU5E :NE5S --EMTr� 0EGI-EANED ir{ 1 ; i s o F !i t l_T A S { AN5 C ATEC S -�-em r c, LET c i !i F01 ANDAeuc. t ! S, THE SANITART SEWER LINES ARE A 'r`i512tt 1;ZEPR,ESENTATiC}N f t OF THE Pi 4N5 FROM THE WEarVIEW 5USIt-ES5 CENTRE MASTER NEEDED . i t 4 +t D'EYELC'PMENT PN�AN$ MY CsrLt3ER* sL 4� 1FF0{tp AiyG AraCiG, LANDSCAFING LEGEND T}!b LINES WILL BE CONSTRUCTED FO Ti4OSE 4PPROVED DESION5. 1_i I x�' t k,• ) �n i-A-J v iT�1 t v i 0 IL 2 ! , , opo"ed Street A } a( ,III ,!' } Y+ } - ,. � �is�• i=G'�l.) 1ji r ` l >wC I i 1ii {{ i tlr� , Wo .+! i 1j}t t�t I Z'DEEP 1 $H0f= 4 PARTS I tr "4: . -1000 9 F , e000 s i 51vt 5h 1 -V ` wD I �� 11i 5 WD t vva ur w Q Wr IA , 4. t � F t t t ! 1 t It7EWA y 'j ,` r,. s ' - i' wD l �j - , } 7c' A" I, -T C--E E S \� wp P P-oF'0 5 e D 1N H I -TE DoG W cap p C 1 4 TP-E E S TOTAL of z9- TFz-EES - MIN. Z" GAt_IPEF-1 AT 71KAE o1= PLANT1NG- PPv� HEflGE USG GOMI.4nN ofz LI77L-E - LEA F - 7o TA LL o r 1!!)o 5 H P-(J E> 5, PLAKITE C) 3.S' APAFzT EC�iIOh! AND SEDfMENIT GoNTP-c�,i_ LEGEND lP pl�opoSEl� INLET PPoTEGTIoN OP Pc>PC05, e p o v TL E T F FbTEGT1 oN eF PP-C)FVSC-P StLT FENCE NaTC--' A LAtitD P15TLP-Y�ANGE pER-MIT WILL 5C- �Ecz�1112CD 3'i-TH C- PEI�T L3� Fo R-E A N 1� W o fz (C is BEGuN oil-Tt-�IS S(-T"E . LOT ,—%NER WILL HAYS AGGE56 TO THE f'FcO!=03ED eTr2E;aT 145 sk u.N t�r�oPo-7E;-�t] GoN5TRuc>N E NTIR-A N GC — WITH WASH P-A<--IL tF c•,:,'Sui;i',,,ar, Corporation 3,01 rya Lore.-d use; '`taken Try; " PFz-o Po S E D 42HAtZED AGGESS EASEMENT To BENC-F(-T I-QT „A„ TIE INTO, Ext--17,� wp w w WdV wb wb i CURS t -' ITTER \ ' I � . u, I sus I I 4 Sk-edine Scbedule 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limestone will be incorporated into the soil at a of 92 Ibs per 1000 sf ( 2 tons per acre). 3. Fertilize with 10-10-10 at a ratg of 23 Ibs per 1000 sf ( 1000 Ibs per acre). 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. S. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per I — — I----------------o 20' aAHIT.4R'r SEtUER;' Ems" - b 1a ; _.- 1-11S1SS V-3f --3r, USED 1Z LAND5�4PING �4ND Et�ION-SEDIMENTGON�oI,. x E— I �> � J t DAT: 9/1 Si`')7 1 SI ALE: 1" 30' JOB NO. 21077 �HE"F'I 4 OF r7