The URL can be used to link to this page

Home My WebLink About17-03 Marathon Bank (Valley Pike Branch) - Office-Storage - Back Creek - BackfileCONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locale existin subsurface utilities; however, such may exist that are not shown. P Y 9 g v' m t an utilities. damage shall be the The contractor shall exercise care in this work so as to avoid damage e o t ies An e e contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3, The contractor shall be responsible for all construction stakeout, All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. NI cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2, Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins, Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY i r constructed in accordance with these plans. The lines shall I. Water and sewer lines are to be s ed a c additionally meet all requirements of the Frederick County Sanitation Authority. //////////////////// N,//////////////////, "I'll, ////I j . I /////%/.� /////////////%/, 71 . % /%///. I 11 / , " m.; = I 11 __ wal I . ,Ew, 6, � - C ; - 1. 1-MID ru 03 I I I W ln� ra_ ffif IN., � SI!O 2• The contractor shall coordinate with, and arrange for inspection byy, the Authorty. 3. Exact locations of water and sewer services on new Imes are to be coordinated with the EROSION CONTROL Authority's inspector. P 4. The Sanitation Authority's maintenance department is responsible for the installation of Y P Pa - -construction1. Prior to initiating any land disturbing activity, it will be necessary tmet' li 9 9 Y' ry o schedule an on site preg meeting with public " water meters through 2 in size. Before a permanent meter is set, they require; 1) the frame and g cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be setPe works staff to discuss the approved erosion and sediment control plan. No re -construction meetings will be scheduled prior to P 9 issuance of the land disturbancei ce rm t for the subject project, J P 1 h fin r f the I t distance the to of the cover and he yoke bar be tote al ode o e of 3 he e t e 9 �p Y, 2. Contractor to contact the public works d to u o ks department schedule the required erosion and sediment control measures inspections e P P 9 P between 1 an 21 inches' and 4 all components of the meter box assembly to be in proper 8 d d s p y p py s indicatedt r a b he program administrator. If the erosion and sediment control measurers have n installed in accordance with e p g i easu ers h e been th ideveloper's/contractor's'responsibility o have the meter box work n order. It is t g assembly installed correctly, approved plan, the Department of Public Works will grant approval to initiate land disturbing activities• 5. The contractor shall install water and sewer services that connect to existing lines: a. A water service (and force main sewer service) requires the installation of a saddle 3. Prior to release of buildingpermits, the following items shall be completed: , . P 9 P a) Subdivision shah �c stabilized in accordance with the approved pion (i.e,, road surface, stormwater conveyance system, with corporation stop and making the tap. curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b. A gravity sewer service requires the installation of a wye, 18 long stub pieces, and b Submittal of certified as -built of thr subdivision which ntai thefollowingt r w t r conveyance tam curb )contains dams s o m a e con yo c system, 15 long full circle stainless steel repair clamps. and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the C. The F.C.S.A. inspector assigned to the project shall be present as -built which states that the subdivision has been constructed in accordance with the approved plan. Individual bd 't, I I i ) t be b the builder the time the building for for the installation of each connection. c u i, i n .o grading s s od n plans shall submitted at of permit application 9 9 p y g P PP 6. When on existing water main is topped for the installation of o new line: furnish labor to the tap. , each lot dosed fc, proposed construction. eaP ' 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia a. T Authority shall all and materials make he y P f 1 k application for the to 2 a de osit (before b. The developer/contractor must. make a is O PP PIOPY ( + o • . � p work b,.gins„ (3) mark the location of the tap; (4) make final payme,,, when the woirk is completed. Erosion Control Guideli , < ,,.,a local ordinances and to be utilized during the construction riod. 9Pe . All erosion control s!.•u 5 e o c ctures shown or as required during construction shall be continuous maintained 9 9 N _ ' in le car drilling the manhole. 7.contractor sh II tie in a new lie to an exist manhole b e The a g g 8. An water service line must have a double check valve or RPZy backflow prevention throughout the period '• which areas are denuded. Areas shown to be surfaced are to have stone base installed , i I� at the earliest possible • . after establishing grade. No area is to remain denuded for more than 7 calendar days assembly, as required, installed. The assembly shall meet ASSE standard N0. 1015 or 1013. when construction is not Ii, r�rogress. A remote readout is required. 6. Contractor to clean up and restore disturbed areas immediate) upon completion ofpipe-layingin the affected area. Y Po P 9. NI fire lines shall have a detector double check valve bockflow prevention assembly or a P Y rd No. vention assembly as required. The assembly shall meet ASSE standard RPZ backflow prevention " 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6 topsoil, 47 A remote readout is required. 1048 or 10 e q fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. VIRGINIA DEPARTMENT OF TRANSPORTATION f Transportation VDOT t ditions of the Virginia De artment o 1. All work on this project shall conform to the later e g(VDOT) p IRegulationsand an other Rood and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Contra COUNTY PLANNING NOTES yy NTY r cific ti ns state, federal or local regulations applicable. In the event of conflict between any of these stonda ds, spa a o h stringent shall govern. or Ions the most st a i n a is proposed this la 1. No news o ed b h s n, If si no a is requested i the fu ure a si n permit n t P 9 9, 9 9 P Po Y P 999 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration is required to be issued by Frederick County. and V H Rules & Regulations. a OS e shall e in accordance I whether rmanent or temporary,sal b gg T r' -of wa all traffic contrae 3• When working an n o fight, y, 1p2. NI existing structures and trailers are to be removed from the site as part of the proposed development. with the current edition of VDOT s work area protection manual, Furthermore, all traffic cotrol flaggers must be certified in accordance with VDOT s January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. Iutilities,includ•n traffic si nal his expense, an and al i 4. The developer shall be responsible for relocatingg, at .p , , • yg gg poles 'unction boxes controllers, etc. owned b V.D.O.T. or private utility company. It is he sole res onsibiNy, of the developper to locate and identify utility facilities or items which may Ybe in coflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Desi n features re atip� �t constr ctpn r to regulption, control and fety of tr ffic mcib� subject to change as deem�d necessary �y 1NU?, Any a�diiiona� expense incurred as a resu of onyfiel� rewsio i will be responsibility of the developer, 6. 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. 1. 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. 8. 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. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vir inia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project s a e main nine roug cons ruction. The Developer shall have, within the limits of the project, an emplo�ee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who 'shal inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities of conflict points. 12. An 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 by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testingq is required, a V.D.O.T representative shall be present to ensure the sump a obtained i r resentat've, f %�� locat'o . �h n so I samples are sub(ni ted to ri ate labrato ies for ,esti the am le slallIpbe clearly identified and rabelede as 6elon in to a prolec� which wirl be accepfred by V D,0.�. and thhat Cling shall be conducted according to applicable V.D..Ig. standards. 14. All roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall 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 ri ht-of-way, At the direction of VDOT Inspector density tests performed by a qualified independent agency, sha 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. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16• 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. 17. 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 account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list, A copy of this list may be obtained from the District Material Section, Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O•T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V,D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VD.O.T.'s Road and Bridgg SpSeificotions (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T, representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three �3� yeors from the date of the approval letter. 22• CC-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the `plan sheets or as directed by the V.D.O.T. Engineer/inspector. ., , t. 4' :,;-"I,�..i�.��.,, ,,, ,,; ,-.i-"C-�...-�".,I*�, '.--i."�.-,: : ' r ? �;. # 4 f : r". u : w.r ,r S .. ., J 1 j w" ` �s i. d I�4tn�kf7nMI :! ', a{,��i%t Elf.: .�` a j !..p IS /.,i J 1 ''r 1 Y y%t "1 r .r}`�!y •,i, ' �`i.+,f , , f " ): h a 1, f, -ti r, f rf r t* ai �ae. �.. f i K:, y,. !r 1 ,.../ S , f . ;' t►' i .. s..w. •�1,c 1°1+:- «. J •%` �h ? �.t .,`�'., /r P .. �' 1. f ` f �3. . r -. �`r rk r„ �� 4.. 1 h d J �` .r.. ��iii f . �t' b _. ,- ''� •, • , ' 1"� .r' 1 / - .� `. F 4 ✓ r ( l: i a ID I. iY' i� a: . .." ;�- ". 1. I � .�,•1 wr �. . It: "Ili r ,�, �. , d.. ,.. ,'� . J 1 1 .1 ., . . ry r l.. �! a � ''', l , z •r r� . 3' ..T_ k\} (� ii r / N %J' V `•a x*1 � , ; e ,_ , I . Y �-., J / a �'r ;: ti f l '�';y .,.Ai ',,t ^. J .r' -, r ,. t e" ,t. i #" arct. /_ t �. w r . ; ''�' � �'rrwx,tl d,� J / f� { .. J�, a .' ti r / i� i t S 1 �. 1l . , :i;,' d' f l i11 r f r r' e. r. 1 b i P `. ,, x r , T _lit ! r �,�5:..: 3r i. ° f'� 'ii '. " ''� z. ,.. �' �y I � u i r I' i. fi / Y :.4, y `:z i11 • �i, 1 ..r t,IC � JY{,f 'r 111 �: .. ' f .. �t i f �f { r V. f jj J f S1,i$ W . ii 4 - 1� i�r - 1. ff �! f1 _}� t. j) �, , 4 r f A: !%� ,4 t, t fr ,r' i r �_/ref .: � 1 -�, / 8 - y:;, P ! / ) f .), it r ' ,rt '. } rj r t - { „y i - a rc J f 8 i" :Y ✓ ....i }V i i"},,' �', ..µ.,tit r' ,�r , =sue stys.r .rr4e 4u A+ �n 's` {. �;r �. r ( K. N V . rY d . j 1:Iy �r�,,/ /yam[• r,'I f gg . " p . .i A• of '�t J ''. l - r r � i t �/y, �! b "a * r. d1f f fr r n.. , o F. .. �v r i' ki'1,Kne1,_1;* iy.. r M1 , n 4C{n `,+� , X. , ��.�hrrtQ�!' t1r. `krl '. EJ'.,J f .,, , iti; _},J,r� art, i r `A. INrF. ,/ f ' i & fill-{ , i " „i };)�+,, i �� r 1k .--tip f{ i , I/{ + 1. , , , ). i J ykyy� :, r 1, r ,.I .. - P ,'1,11 ;; , °, ,� ,r )J. Y , ,,. •^ r ! + •, '•a �� ., ' ,i : , + _(p' , •Y+�•4•y'�' - 'fit f f r•..%yy ;" �' Y. L•11, r`. ,1.� `t' .i. Y .Yc w a t. ,.4.. +}�,; ! Ili J� - ,1. , . ., { r � . .� r_ ,,, i� ... `£11 t 4 ." c • �� ..f,.,-`\ t`, .i: `li fi t! K i rti s; t: , t c ! Z: 4 ` 5 5- P. , +, 5 J i k ' �} 1 +f"S ;�. �. !r K tI, t `. y,, ri� , , , M� " , " .. , � )i ; r ..,. .1 I .L4 .... ! .�io , _�', ,.� i ly �, -.-. ,-�,'Pqz�,- " -!�,.�� ' : , t ': r. �. . ' . ,� M . ",�t . t as ,Y-.s • ' ., ..r.. y , f - ,,! . ,j. ' H`' ;,R•4'f.r• Y;Pr' ' , t �t��.t:Sd" r toY' ;•i, �. 114 t k 4 ; y s 'i � 6,.,,,.a I��*,4) 1.,J - S : J'� • t s:" �.ff. t 'M - .� r i r -, .kr._.'i .:°J{ , 1�� »a.,,,/" `1Of �liljz SrI "I. �` t 1.s._, . 11 t' t Y( I' \ .... ti,4 '1f•�i L , Sr'[ 'yFSL't! '4 A • .I�.i L: 1 ..1� t • i•Y.. , ow I `, ` P { 1 �'>t 1 •J • , 1� ` is t �i•4 �'vj , ;. )1.. 4; . Frirtted fia . TOPO! @ 1999 W ldflower Productiorts (www.topo.cora) LOCATION MAP SCALE: 1 "= 2000' MARCH 31, 2003 gi1bert w. clif f ord Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 • Land Planners associates, inc. • Water Analysis 117 E. Piccadilly Street Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 RESPONSIBLE LAND DISTURBER: NAME : CERTIFICATION : DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. C4i M .� A.,,.., .r ET INDEX 1 H T VEE CO ERS 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 PROFILES AND SECTIONS 5 MISCELLANEOUS DETAILS OWNER/DEVELOPER MARATHON BANK 4095 VALLEY AVENUE WINCHES T ER, VIRGINIA 22602 PH.- 540-869-6600 Approved by Frederick County Zoning Administrator le(��.J 07// Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number P�� H QF 1-11 ctiii LD A. MISLOWSKY, JR, Z 0 /NO, 020674 1-f �1� I AL'SITE: P A ,� ^ ,.,g'' _2 #;., I / SP.*17-o3 Sheet Number 1 of 5 RENSED 6-17-03- PER RENEW AGENCY COMMENTS - BY J.D.S. S z Z 10 �� I��N(3 I IOC��1� �Z�WO N � N ; Z��j X0� - - - - - - Q i ��1 PROPOSED U/G ELECTRIC - �� 2 ? 7.80' -----+ELEGI ELECT O c� I - I _._� -� - phi v � v � �ti- `-' ' \� I i -s, 0\� ,. X CG-6 CONC. CURB & GUTTER (TYP.) ,_. _ \N ._,-. _. __.,_.__...._._ U 1 sC,......_ .._...__._ -_..,_._-..__ _ ....--__..__.___._._. __..,.___,_......_.__.-._ .. ___. _.__,-...._._. I in PROJECT SUMMARY BOCA TABLE 705.2 REQUIRES EXTERIOR WALL FIRE RATING TAX IDENTIFICATION NUMBER 75-3-7. 8 and 11 OF A MINIMUM ONE HOUR FOR LESS THAN 10 FT SETBACK PIN 75-3-9 ALL EGRESS DOORS SHALL SWING OUT IF OCCUPANT LOAD PLANTING SCHEDULE EXISTING PARCEL 2.527 ACRES MILLER AUTO SALES, INC. EXCEEDS 50. SEE TABLE 503 OF BOCA FOR HEIGHT AND DS 79J PG 559 AREA LIMITATIONS FOR BUSINESS USE, I ZONED B2 PROPOSED TRANSFORMER P 1 USE.• VACANT G z 27 RIM, = 735.15> ,o o 0 N S 61 ° 12 35 E 400. 00 (TOTAL) IN V• M 724, 45 150. 00 � Z COMMON NAME SIZE AT TIME OF PLANTIN SPRING QUANTITY o PIN OAK 2' CAL, 0 6" HIGH AS SHOWN 12 RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 12 BRADFORD PEAR 2" CAL 0 6" HIGH AS SHOWN 12 8 HETZ HOLLY 36' HEIGHT 4'-0' O.C. 76 DEVELOPED PARCEL AREA 1.531 ACRES ZONING 82 ADDRESS 4095 VALLEY PIKE CURRENT USE BRANCH BANK/VACANT PROPOSED USE BRANK BANK AND OFFICE DISTURBED AREA 1.3 ACRES SETBACKS RE�REQ PROVIDED 4. EX. 5' PARKING SETBACK F 6.00' o m G� FRONT 50 - SREAR 183.5 -- -IELEC 0 CF- EX CONC, DUMPSTER � ' ELEC ELECT--- � _ I 2 m 7G SEEDING REQUIREMENTS - 6' ' b PARKING 5 5.5 11 X. , "_:\ , ;' ,'�, �,� PAD W/ FENCE I 'f r ALL DISTURBED AREAS NOT PAVED WILL RELIEVE AT A MINIMUM BUILDING HEIGHT 35' (MAX,) 26'(+/-) TO BE REMOVED 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: EX. OFFlC E AREA - 8,644 SQ.FT. EX RE.'v1AINS OF } 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. PROPOS® OFFICE ,AREA 6,000 SQ.Ff.(FlRST FLOOR) W= -==--� -. ... C �„ ONE. FIUNDATION TO BE REMOVED , -' - I ER 1, Q. FT, 1 LB. ANNUAL RYE P 000 S - 70 120 LBS MULCH PER 1,000 SQ. FT. TOTAL OFFICE AREA PROPOSEID STORAGE: AREA TOTAL FLOOR AREA 14,644 SQ.FT. 6,000 SQ.FT.(SECOND FLOOR) 20 64d SQ FT ,T- LL, . _, 47..__._.......-_._._.. ' `' ' o CONNECT TO EX. CURB. '. ,•• ' I , ' w �• J . i :..J ' II ( •• • • :. • ', • • ' '• '• •, '• '• ': '• :: • ::.I:. . - _ _ • .:..;...'• _:..:. , :: : : : ;•' FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE MATCH LINE & GRADE t.V' i - _� �''' i• : - - -"�=' TESTING PERFORMED AT TINE OF CONSTRUCTION. AT A FAR ALLWWED 1.0 `r . r'I- ' • ; •. • •t : Cq : , : ! - _ FAR PROVIDED 0.18 N ,' MINIMUM LINE SHALL BE APPLIED AT 70 120 LBS. PER 1,000 SQ. F7. x , • • .�J r• ,• s 4 .F7 I D�WAC•K •• • \' • $ NININ N AR 35 0.762 AC. {{ X A P A T U tANDSCAPi� EA ! I i E S H L REMOVE _/ 1'\"; '... • - '• • r�,, •1t cp �. ,\.. , .. fir; .F I :;, : 1 ,, .._..:,-. PARKING LOT UR ,- , :i': AfPED AREA PROVIDED 0.7a AC. 3 _...~. C B y./. r ' h�`' i it I ;/ ,J „ �:5,•{ r ?� P IN REQUIRED P VI l `1 II ,I 11 t OFFICE S;PACES 1/250) 58.6 82 ,� I ! n. ;; , J: PROPOSED i ( ,; ;� ; ; j t. I `; v - . �' PIN 75-3 19 sroRAGE .SPACES �1/iaoo) s 10 I I ;; - + ��^_ ++ I ," : i p 12 000 S.F. OFFICE BUILDING " - HANDICAP SPACES 4 5 I ,' 1 Il I I � I �, #; ; CG-12 :, 'L i- °;' RALPH S. GI? GORY I �` \\ l �" ! t } cn ; I L" >' t : ©' ,. �?^ T {NO STORY LOADING SPACES 0 1 i I , I cn I� _ - ... _ . __ . I I �^ DB 913 PG 1429 __.... ______... I ,, j I o. � L�'. � , BLDG..eHGHT. -26 ,,fT I PARKING LANDSCAPING V) 1 \N I ¢ ii EX� CONC.-WALK ! I• : �. . '. ZONED B2 c; , Q_ � T 1 o cn ! = i II'"-`----`_"`"'-"-""""-".`�'_...'.-'.` - �,� "-'-I x ;, �- _ ,. ' `". �) •• ' . •1: 6000 S:''F./ OFFIC; -F1 RST FLDOR LEGEND: PARKING LOT PERIMETER 143D FT. V (\ �L L`i i ;i I II ; [� I 'i x f, Ij 1 0 1 ,I , ' i s •"•• ' `j• ,1 ; Z V f• ¢ 1 I W. : e.:: USE VACANT Q U cf� i �, w I y • �'. "a"'I 6000 'S.F. STORAGE -SECOND FLOOR I PERIMETER TREES REQUIRED 3s (®t/40 FT,) O O U ! + 11 ¢ I -- V--'V----'M� . 1 !i :' j } INTERIOR TREES R I (RED 10 �1 10 SP. 92 SPACES Q I Ii I R � 1 I II I - <, ` " , <1 I I QD i�. t 1 `' 11.29 STORAGE IiSE' 1S ACCESSORY TO � ABBREVIATION DEFINITION EDU { / ) { ) r\ I ;, I x ) 11 1, ; .: ++ # Z 1- o I O Z ; II x I w 1'; o ,t,. `' 11 �' _ '. `� CL. CLUSTER TOTAL TMEES REQUIRED 46 w e 11 ,, { w I! I _ as ONSITE' OFFICE USE L I, ; �'.• '•:'•:'•','. 1 h Z f' co r ��(• CMP CORRUGATED METAL PIPE EXISTING TREES (CREDfT) 0 v I' I I,' I , I ¢ 1°T -ra-; ;: Z ii ___-___.-__._.__ - 20. 0. 2 00':0.0 6.00 , O I !+ - I ` " - z 0 .J. Z 0' ADJUSTED TREES REQUIRED 36 Z v r� x 6� -- -------, �I I EX CONC. WALI�Ci °- ECB ELECTRIC CONTROL BOX w $ �I ' � . ,+ , •I Y I - ___.,..�._.-,__._ .i I = � y � ; TOTAL TRtEES PR041DED 36 ,r �� s I J i cn �.'• EHH ELECTRIC HANDHOLE m 11 18 �. j l J cn M I' ' :I'• - a ; �, PARKING LOT LANDSCAPING REQ'D. 1922 SO. FT. 0 5% � 12 x i 1 (3 I I ¢ F, F. E. 739.03 ¢ <., : EX CONIC o „ p ( ) .:: ,: .. - 1, ! - + ¢ I E, R ELEVATION I O _ a 4 + : • :. s : F F FINISHED FL00 IN T APIN P VI 520 Fi + v p . + -. __... _ -. - __ + q `, ; • ... • f ' FJU.N?ATtON PARK G LO LANDSC G RO DED 3 SQ. ,( /-) \\1 1f1 1� II cy �• !I I w o y:r 4 SEWER 'LATERAL ± ' [ . N ''. a ; I I r'� C D 1; cn : i : TO'BE REMOVED Fl_ FLOOD LIGHT r �J , if , `� ; , c� L_-., i W i ¢ Q TAF?: NOTES: \ n i z x r 6.00 U :ram A NNE MARKER GLM G S L i f s f �� I I'' o v> w x c �: !' ' 1. All SIGNNS INSTALLED ON THE PROPERTY WILL COMPLY WRH THE G� '.I-:- •� i , U Q _< �' I I GV GAS VALVE REQUIREMIENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. z - . - I I MATCH EX. PAVEMENT N \� ,� C I ,I x L� 1 _ f �' I,,,: I CLFAO {: INV. INVERT 2. ALL uGHIT1NG IS TO BE CONTROLLED TD PREVENT OFF -SITE GLARE. o w c� a -___ I a ' I I_ _ _ +' - 0- - j I _ - r LINE &GRADE �n . ,- k e. 3. ALL REQIUIRET) EGPoSS SHALL BE ACCESSIBLE ACCORDING TO BOLA t • I� , , : EQllIRFD i �, IRF IRON ROD FOUND Q o PIN 75-3-8 ��, I x ,l 1'`~ ,� R 'i o I w _ i 'f •` y' ° AND All117.1-92. i `�"' I W {J �. ' . o . �' ' • l ' • METAL LIGHT POLE .- U' ¢ „� DUMPSTER PAD TO BE SCREENED MLP 0 ' n ¢ O in s, j'�, 4. NO STEETP SLOP WEMNOS WOODLAND OR OTHER I I UT Q E, ENVIRONMENTAL f i 32 67 I - W 0 SQ. FT. z ,, i I " ti' . :i' : I":: ,V F,; _..__, O Y _ -... , . o BY 6 OPAQUE BOARD FENCE WITH .-. cv - III U i- - , , , o¢: ¢ I: :. '. RE (RED. •• z w : e MSP METAL SIGN POST J I :...; J, ,; °, P • FEATURES EXIST. _...__..... F•- - : , - o •- r ! c� D B 81 .>'- Z • 'I ' +- P I N':7.5 .3�'• :1 . DOUBLE -SWING GATE AS SHOWN. x I 1 PG 107 , - - - o - J (n U TE PIPE KEO AND POSTED PER FREDERICK COUNTY FIRE 0 � . �,•� '. '.•:.��;'�, . � C6^6.•'' :� •, •,� • , y,�'e } o RCP REINFORCED CONCRE 5 ALL FIRE LANES TO BE NAR J O �, i- ! _ Q _I c� � j � _ • •.z U U ,- ! m. MARSHAIIL REQUIREMENTS. Q .0 O m X 45' d0(i. SaQ:, FT.. ' r SANITARY MH SANITARY MANHOLE n i �t i j ____.-_ O I- f <2 z z I Ei-I . :I ' 6'. , ,c,' I 1TI T DERGROUND �•+ #, 6. ALL UTIU ES 0 BI: PLACED UN N ° '� ? x U7 z o o I z TR TRANSFORMER •� ! .- - � � �; : • : ,: 8 k_� I 7.HANDICAPPPED SPACES AND ACCESSIBLE ROUTES NAY NOT HAVE CROSS SLOPES n ' ram, -':.{ I'. ocCR:$ "q Ek GONG. w'M WATER METER I"" rr _ !! � ` x x ?� c� o OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. T_ tl oo I c� , w w '. : -I� .'' . • .I:'• . a' . d:�. 924 : .U:,b14. iP `---- STRUCTUI;E co i i, „ Cx ; : . , w. WPP WOOD POWER POLE 8. HANDICAFPPED ACCI�S SHALL MEET ANSI 117,1 SECTION 4,1 r ID g I i S 61 ° 12 35 E 217.80 ��'. :I TO BE REMOVED N Q N i - _ ___ - - - x,. - • 1'. , '• ' b • : , : 'I'. ' '. ::: f WSP WOOD SIGN POST 9. SIGNS- :SHALL BE LOCATED 3 FT. FRiXM FACE OF CURB AID 10 FT. FROM = ao i cn 1 __ ..._- ___.__ _ __._ __ __ ter, .I • '• �,' . '' PROP. UINES. MAX. SIGN HEIGHT= 35'. MAX SIGN AREA= 150 S.F. ': W „Q gg f - f :A: i WV WATER VALVE _,. O r - _. w- - jj a, ¢ `•..;.,, I a : ¢ (/�, ' Ln • '' * I / 100 S.F-. IF NOT A FRANCHISE USE r .- :.' I • 1 IA T w U'' LOCUS �j I I F A I I �i • s ' I N WffH TH VI N A NI RN BU U) NG CODE '' I . 10. BU LD G SMALL COMPLY E RGI U 0 ST TEWIDE f U �• ,I F•. B ' AND SECTION 310. USE GROUP B BUSINESS OF THE BOCA w i `�` x :�' : i C) MAPLE LLi ! T NAiI I IN 1 6 TH( � APPU LS CABO ANl OVAL. U G ODE 99 . 0 ER CODE ES w r 8 LD I �__ 4 3 T NN T X 00 0 E 0 C RB _ � C C E I � U - \ I: - i : �.: ; ' : o w : ,26.00 20, 5.50 7.1-92 ,ACCESSIBLE: AND USABLE BUILDINGS AND FACILITIES. 11 � 0 0 _.._J 1_...-___ - f � o I-- MATCH LINE &GRADE 00• :2 .110 I PEAR �'1 1 - ' 7 P G N 0.O(1 :26: 2D. 5. 9 11. NO OUT DOOR STORAGE AREAS ROPOSET). ,•. F.F.E. 738.92 �EX C) �.•. •�.• �•2 00 ( l 1 WATER SERVICE (/� ( ,. B [MARK I 42.47 e • 12. FIRE LAME MARKING`.> AND SIGNAGE ARE REQUIRED AT ALL FIRE HYDRANTS, FIRE I I '. o , I LIMIT F C N C G7 • S O O STRU TI IVY- G� r `f . _ ,,_.... ,_ DEPARTMVENi CONNECTIONS AND A11 AREAS NOT DILETrATED AS PARKIN THAT OP OF FH _ it THIS SITE �� XI TIN T X - r S G UR I N N T TH I IN (; . E C B . PRO I G ER BU LD G ENTRANCES E ITS ELEV.-737.42 :...- :�- .� C�: : a; DE RESS AND EGRESS EJIH 0 E / I I ..... d OR I U TRA WA i i ...� M AND vEH C LAR VEL Y5 I BE RE OVER POLE MOUNTED HANDICAP PARKING ! j G v ; N F' C I. ..l I S OF �, LMT r ii '.S 'i: ••�'• ' . •� Culvert Summa SIGNS INSTALLED PER VlRGINIA I �i ,/``• �' �• ' '+•• ry /r/. r is _ - jt' ,. ', I r N TI N 0 TRUC O -C r C S 0 Tl 11 t ' <� �, TAT N 6-99. •�•. S f ODE StC 0 3 , .a < I. I In I v In nv. u L Din. T �' T• ao cu ert O t ft S e , /o O O O i YP r ., . !�, 4 1 K N R I S DEWAL � ; cv TREK UI ED T 4 E E S Q • � •: R THI TE S SI ' '. 'mil � ; t' :O �' P EX CM A 72Y 727. 4 _- -. 8.00 60 7 3 X 24 MP f-_ MATH X. PA M f: ' c o - �_ C E VE E P / i 4 -o TY E• D 1 72 0 7271 1 i` 6 0 65 36 0.0 P �' ��• 3 C P T T I TIN T H EX. PAVEMENT `� ^, o LINE & GRADE q::o W TOP=732.75 CONNEC 0 EX S G CURB. MAC ,� ! . ' : �, k o �. F ; �. �.. s .` w' � ,� .� � : � i : � '• � '• �'. •• : •: •• •: •:'• •:'• •� : •• : �: � � - 2 72 .42 727,40 15 0,50 CPP MATCH LINE AND GRADE. I LINE &GRADE r` o v l f W' ' r • /Nl/S-727,90 I. ,, o O' :�' Q 6 S ce is 1 7 ; II 0 �4 . 3 72 .50 7 7 4 r o • �•. 2 . 2 15 0, 67 CP P U, � T X UR 0 i E . C B BE ! 99 . a X. 0 ry R/�p , I ``i r ' 'E 'R ' K : ' UI ri yr. ' `- O - 7 1 / 3 ., P N 5 3 'I R 0 ED }} E ••4 4 7 7 ..� 2 0 72 . 7 � ,. .9 50 3 15 0.55 CPP U , �J L) 'B. '. i �S`. IN, . E R ;I T h '� ORY R H GR G A �. _ ALP S E P .�1�.3 AS '��lU.::7.3'2 o E - �. I .`V -- • �,�•• D. • • cn _ 5 72 .20 727.90 64 15 0.47 CPP �. g i I I • �' F I - .' `L :r T 14 P 29 ::r 91 G � MAT X I ING L B 3 , I H E. s EW K �• ' C D R A XI TIN I HT P •�, P S G L G CE E 0 .• 4 • � o � ;' .S DEW I Sees ecial desi n l - 9 I r •N . � C A ,. U E VE IN R H E G ADE T AT L & 0 BE RE OC D L E N I . o .i _ ZO ED B2 ,1 N ` .r 1' ). I R 1 IR R4 �• t &: G ' HYD NE N •F x � � E� Str to 1' ll• s '• I .q p SE A N w ,✓ U I I o i •l. °v :'� 4 I EWALK S B h. f� I SD •�•� •A5 EM L I CJ r T' t�� nl Storm I umm �i S a T v •S. �<� d C .� ry o u X: R :? T E CU ,'' S R a• 5 I q ; i A l': I a: 1.• tr N �,. •� In I Inv v RE S o n 0 t In . T Iv ''B V� u in o E T Th Inv :�� • e raat Out ft. MOD ' � , '� •� r?, RELOCATED LIGHT PO �' h• : ?� ^; TYPE. Dl 2B P YP }' ;Qa ! '! 'T, ?mac z�' :.Si:r-- 'i,:x_,_._.� T aq- E.r ' . O. I I 1. So - _ _ _ _ �, EX CMPA 72 .00 728.0 BRICK 4. 'Sl K TOP-732.10 0 EX CMPA EX ,. a . _l ,4 1 T O INV T- 7 _ _ � OU 28.20 S IGN o �r. 1 7 6 2 0 727.6 7 v 1 : ' > �'' • :'• � ' • : ' � ' o CG 6 0 32.00 6 x 8 ault 4.40 Y' 1 0 h I rV •7 , r • .r + t , :s� . r, I ..r_A, a t-'-' • / t t /'e �nY°ae . 2 7 �. `. �.. _. 2 .42 727.42 731.00 DI 3B 4 3.58 .. X TIN IN AN W FF R R M V IS G L E D BLO O ASS'Y ,� EOEE � i�' ,��' � 4• '�5lD LK• . .•A I I p 2 �. r 7 3 2 r15 727. 0 50 71.0 DI 1 \' •� 3 0 3 50 i I j , O " 1 4 "`.>' x N . 6 5'BED R�� S'S . Cr �. s _ _ 4 72 .9 7 0 27 90 732.7 DI -1 f '�I NN T T T O ,t. 5 4.85 i EX CO EC 0 IS _. " 4 I 2. i 4 it • F' 4 WAT M R 3 R ETE I, i MATH !N c-- �.. 0 i CURB. C E...� _ . L 1 .�` 5 7 a2 2 , 0 732 10 DI- '�• 26 8 3.90 ! l AND GRADE. ! I .._ _ . _ : 35 ' �R ;°* Irv• . Ir ' I - ~' - A- .- ~~ = ~. �- PROVIDE CG-12 ACCESS RAMPS ,I I- o I , ` �". " - ,�: Non s ndard height structture t \FLF EXISTING CURB TO ' EX. Sf- WiWR1N 1' - ?� ' :`� :' - '- ;. 1 . ___,__-____.__.___ AS DIRECTED BY VDOT INSPECTOR ','r ,, Z I w 3� "7' . M f' i i n Fr''i BE RE OVED� �' N T Fl 7 cG-s ,; I RIND-= 732 , 73 ! ,I ;. r ,. r t Hf ELD. LEGEND CO CRETE FLUME - f I R9 +( INV. = 7' ° i' "� � , , \ �I �' - ti' a! . I PROPOSED CURB( do GUTTER CG-6 , EX o f 2 3. 03 ,# , ( ; INV. OUT=727.10 _ 1 .. i�A„, l� AN ( ) 5.' �= �. :" s i i r ai �1 ' �! ��'• PROVIDE ES-1 MOD. ; t� i rF,vt. (-.U+;A f't;t`1) PROPOSED CURB &REVERSE GUTTER . ........... . '�l i �� e �� ,f. 2-34 x24 CMPA Ili '1 `° ........ . 'I, \ ( o / EX. GA, :SIN PROPOSED PAVEID AREA (8' 216/2' SM 2A) S J �� \ V l \\\�C\jam\\�� f' l • 1 0 zW' i <�`�`� M �� `L°'� °�� "�'�� °��' `' TO REMAIN l �'/I 5 - - - - - !;I?�?k_�..�_f;,,�i - - - - - - - - - - '.• Vv� �\ �� i� '� i��' a, .__ w�1 '(- _ ._ �:�� j !� `? M4'� , - ,7 -,f-- PROPOSED CONCfRETE AREA ............... ^;��^ •� : �, .., A� __. i c O P �, _____ w.,_____-____._._ __._.__.-_-.._._..___.__ _ : .,, _. .. ...._�_..__..,._:-::::��.,....,s.._.-....-.__•.__'___.....__._..___._.,.....,..___.__....__..... _..,.......___ - - .,�r.. .r S�< � ViJA, VY4J I� V ` 1 a�' a . '`�'"s ,. „ /\'''\v` �. �} n.. ._._.___ ._....--- ._._.__ ......_ ., .>. ,, _.. -s,a E., 'x r. :>• , ' 'v.: ? �-,oG,cS, ,�i `$•,c V . _. ...m C : -'__. ._. ?'n .: .. ...-..... i.. . .. .: i:. 1. .n .. .. {•jl�"y Z (- ,_. 4 n-.3::33La \J \\ �0 ; \ EX. 10 FT DRAINAGE & UTILITY ESMT. PAVEMENT TO BE' REMOVED _ A _.____..,_.,______-.____ ____._.-___R__,._..._________._._____.___-.__.__-___._._._____ _. _ ti N 61 12 35 W 82.80 -._.-_ ..__,�`L ., _, . �,,�.:..._______•,.�� _ _ - - ---- - _____-___.-___.________.___._-_ --_-_______.__._.-_-..------ :: - �:G S � - -- - - la°,t; +4°cA:�1 NV. 729.60 18 CMP I ::.. - w.._� - EX=? �-' - - 1, t�� - - - - - - - - - I - -1. ._ _. _ _. _. _ .A z _ �.� __ _._ ._ ____ .__.... .._ w - - (..___. •_.v.. ___ .___w- PROPOSED GRASS AREA _..__ -..,_ _ <._ _..... _...._,_____ ..__._ __ . _._. _. .'. 7l- c _ __._.._.:._..__::....._._ _..__ . __ .... _... _____ .___. _ _...� . -._. s� EX. W M 0 8 - _ .... _......._._._... -...., ....... ... _..._ ..__ _..... - . . ....... . ...... . -._.-.__.._. �� .);I;�:a; , ' �: :Q : (APPROX. LOCATION) T AREa GRATE 731.54 ' e'�s PROPOSED EASEIMEN STR 1 , ,G- 6, .................... . �,.y ; �'• ZONING BOUNDAW - ZB �( _ �. S INV,=729.74 VA T 8 x6 UL .. I ---._. I.,-w.,. .._.._ __.__,._:...__-......_•_ ..._..__........:. _. UTILITY PEDESTALLS T� 0 �R,�� H�� '�' �' TOP=732.00 I. 129.4' SPACING P VIDED - - : ~36.0' EX EDGE OF PAVE T EXISTING STORM DRAINAGE &STRUCTURE - INV.IN=727.60 �+TR 2 PROPOSED STORIM DRNNAGE ,!c STRUCTURE - INV.OUT=727.60 i .7 " TYPE: DI-3F 1-6" GATE VALVE VA. SEC. ROUTE 1091 - MARATHO DRI 550 550 1-8 xs TEE PROPOSED WATETR MIN - �iw«-- TOP=731,00 " _ INV.=727.42 36 x36 TEE INV.=727.42 SIGHT (STANCE EXISTING WATER MAIN ........... ....... • U (501 RNV) f�IM 731.;g ) (SEE DETAIL SHT. 5) 0.06 MI. TO .S. ROUTE 11 END EX. 8" IRIM z- 730.00 . --w ___:_- PROPOSED FIRE HYDRANT- .................. - __ * PROVIDE INVERT SHAPING PER IS-1. I N'�`, - 7142:58 f WATERMAIN INV. = 720.10 __ �` --�� -- M PROPOSED CJ�TE VALVE do BOX Unposted Speed Limit (r' .__ .._.:__,--_�._-_.�______.-__._�_�.-_.__-_..__..� .__ -_ _ . __._ _.___� _ �. __-___P-___.,___....___.��.__-_ _= _��-�_� _ - - ---�,-,w~- -._.,.--»._.............._..__...,.._........_.._...--,_,.__,,.,..,_,.-.__._._....._,.-..,..._.,..-.-........_.,._.......,,......_.,.__-.,_.»....-.......,,,..._._..._.,_..-__...--__.__.�.....-_... »...-...-,-..,_....-,,.._..__...--._...,,_..._...-............._..,......_..,_._ ..._..._,..,...-....,, ` SEE DETAIL SHEET 4 OF 5• 1 �{.-` `a ADT 960 EXISTING SAN. SOYER AND 1lANHOIE - -_- _., c c; ;.._ U.......................___.-__..-..._._._..._..._.-.-_._-.._._.._,_....__.__.._._._._.....,,......__.__._.._..-__...._.. _..- .v.._____._.......___.______.._.__._..__..._-._.__.__.___ _ PROPOSED SAN, SEWER AND MANHOLE - ........... �S.S SS.� U ......._._. . _......., ...._..........._......,.._...-_--......,--.._._.....__._.._.... ._:_-... _._.. ______,-...__._._ .......,_._...__._.._..- _.... _ - - - - - - - x �� VAULT OF 8 x6' CONCRETE BLOC(6 "'; I • _ ~; ED UNDERGROUND ELECTRIC SERVICE - ' .... --1 ELEC I-- ._. n - .. _.. __ . _... _ PROPOS w -. �_� 1 T P 1 .... �, PROPOSED UNDERGROUND TELEPHONE SERVICE - ....... -- TELI PROVDE CONCRETE SLAB 0 r _ �� wrrH r-MH-1 ACOEss. J`, \� ' BENCHMARK 1,,r„ I STR 3 PROPOSED GAS'.SERVICE ................... -�G4S1 %, CONNECT TO EXISTING CG-6. i TYPE.' DI-1 2 NAILS IN WPP .. ""` TOP=731.00 1 6-17-03 REVISED PER REVIEW AGENCY COMMENTS J.D.S. RA.M. ' MATCH LINE AND GRADE ELEV.=731.34 , INVS.=727.50 2 7-7-03 REVISED PER FCSA COMMENTS RAID PIN 75-5-6 PIN 75-5-10 TRIP GENERATION CLIP %ON & GERALDINE BORDER NATIONAL BUILDING LEASING ITE, 6THEDITION ESTIMATES DB 827 PG 1444 ( OB 69J PG 469 THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 775 T.P.D. NO. DATE DESCRIPTION BY CHK'D. ZONED B2 ZONED B2 L i H O F USE CODE• 150 710 912 LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' o& LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' V LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. USE.' INDUSTRIAL I �P � - REVISIONS GRAPH/CSCALE USE.' INDUSTRIAL pRn �F�T Nn 20 10 0 20 40 ( iN F£ET ) 1 inch = 20 ft. - onald A. Mislowsky, J o CERTIFICATE NO. - v 020674 � -7 t ( 03 R GISTERED PROFESSIONAL - ENGINEER _ 10� r�1 Culvert Summary culvert Inv. In Inv. Out L(ft) D(in.) S(%) Typte V �0� }�'?�' EX CMPA 728.00 727.60 67 34 X 24 0.60 (2) CM1PA 4� `� �Q I 1 727.60 727.10 165 36 0.30 CPP m , + � I i ; 2 727.42 727.40 * 15 0.50 CPP o �, ;�" •,: i •••� 3 727.50 727.42 15 0.67 CPP 4 727.90 727.50 73 15 0.55 CPP t •• ,G + ; 5 728.20 727.90 64 15 0.47 CPP 1 0. See special design 01) PROPOSED jTRANSFORMER PAD ,,,A ! ^ Str top Storm Inlet Summary To Culy .•'• • I N �' Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat Inv Out (ft.) RIM=735.15 O m ' •' EX CMPA 728.00 728.00 - - EX CMPA V. = 724.45 - - •• ", 1 727.60 727,60 - 732.00 6' x 8' vault 4.40 PROPOSED U/G ELECTRIC �1 -i, "- _ S o�. I\ �F- ' 2 727.42 727.42 731.00 DI-36' 4l 3.58 F '41 �,, El �� -+0 C + C EX CONC. DUMPSTER + � �~ '+`' 'as�1+ { 3 727.50 727.50 - 731.00 DI -1 3.50 Z t \ r` PAD W/�F�JVCE_" �`� y' ` + t' • 4 727.90 727.90 732.75 DI 1 - 4.85 0 5 - 728.20 - 732.10 DI - 2B 81 3.90 0 . Z X CG-6 CONC. CURB & GUTTER (TYP.) ,�� `��g`" N� • Non standard height structure �o• z , � W H T X R :,�IAI �F UJI a I E F � 0 y x j '1 �o \ '�, ^� �� " . - «- ; OUTLET PROTECTION SUMMARY , C N A ,•� le- V Q' n� �qG..a�.:' f0 \ ��FjC' �; C i : N w I I V `C�NNECTt��'�X• CURB. Q� �1 L � qq� q��~`' ° ''- 4_ - 736_ ..- _ ��,% � . r c ��, •�• �" 4 W ! 1 q� i + • •--"•,_ __- I Culvert Width Length Class D Q i MATCH LINE & GRADE \ y�- l� 7 ^a�' / : • •. / EX ASPHALTS � `�� • , ��,y- M�,�s- � ti I i i,-.. 3 .•:, ��;�� s , 1 9 ,a Al � q,� �, �, g RfMOVf �� ,/I 9 , ,� . ,.. r A.`� A^�'• ° _.�a._. _...-._._._...__- _ Q PARKING LOT ��'_�� go1C 1 �.. i i •. cif �.._. "r . , li tit- " ' f - URB °° LEGEND /� i ' �` �� /l �� *`y I ! i t! • •, /� l\,�� h I ' t �,. j7 ;� �, ' f; 'rt� s•ti•,j `O�,, � �� t,i / `\A1 tJ•h`� I , �. �(��,, /, �, f '� / • i '' dR:. ` \ ^'� :'• ;' '� -73 7EXISTING STORK DRAINAGE &STRUCTURE PROP PROPOSED STORM DRAINAGE STRUCTURE - t7 iM•"O'P1`V1Z00/F. �ryCR�r'� ;,- •' •' ; i ; i , ' ',�GVO STORY _ •,' PROPOSED CURB &GUTTER H o ._ _ - _ �1 � I WALK : • i Bl, . 'HGHT. =26 ; FT : I DRAINAGE FLOW .................... C <, EX �,pqc> , -WALK s , ' I : • �- �,__ __ ( �� jc QFFIC -FIRST FL EXISTING _ ............. . .... i as`� F- t '� y. 'E OQR ( GRADE I I Q I I °; I i w fi `�` ` ` 'r 8�c��Q ��.'F: ST�RtAGE-SECOND` FLOOf? i PROPOSED GRADE C� I ij I Q '^4jfQ . . . . . . . . . . . . . . . . . . . f�Z I, !I ' ; , r,��'' STOI lGE ; USE= "IS\�ACCESSORY TO h it x i! q;1 I g1 z .• "� PROPOSED EASEMENT AREA - ............. o rn M I {{ I w { w �,s 1 ' `�' . , OFFICE USE: s ? "' N N o : L \ PROPOSED SILT FENCE . .............. S•F •°-' cNv r` •n " I I 6j °h1w =I E-ONG...W41 A �'' �{ { ? "' l :' I+ �; �1 x I �l \ } 1�5 f� ; .... i t • t t Inr^J nG.• • q i 11 _ . . . . . . . . . . . . •may W I , " i tiiQ ' �� if q L `� i�$ s • I ♦ `� .tip +. _ _ ' CONSTRUCTION ENTRANCE "r,ti �, O_ ; d ,12"X18 \tJ� II �q� i,<t F.F.E.F(739.03) N ¢ I { i /`�; �.y EX CONC. ; i I (n ¢ `,. _•.••'�i t, J nra ,� , . + ; RIP RAP CHANNEL LINING N LLj f , .>• •, E .\ r ,�. FOUNDATION a� a ILL (] `�'`�, \�� ' �, ,\ '�r W. \� �, :�'' t � O ((ii �,�" .,,aQ „S I Q3-•� X .••' -mot I •, ! • •�I I I f ` I : f SILT FENCE INLET PROTECTION ......... Jp •••�.�I ui o of W 1 L3 ! ' w 4c ••,' , Oct i �� w� -.:•a k , �� 1 i�V Q c�'� ` .,�'�. I �O� 6�,. .,.,, O L i 1 x4.0 Sb 1 '�'`� MATCH EX. PA { �. .. I LINE & G24D •• f' ,' t + + ` :• . + w - - - - - - - u; \_ SILT FENCE CULVERT INLET PROTECTION I f "..4... cL!/ Q III x �, { •,.. I y I o, 1�6 s : e' f' 19 Liu:N CD t 1<1 �OtROCK FILLED CHECK DAM -............. RFCD -� Q n,�y� yam- } i t q j°� O Y _� Li� i • '1 J t+c \� ES i I F Cn 4 I t i �/ l • if,' b .a • c ; • f i x h' U Z 0 CY W Q = 0 00 I y� �� V) +Q1 LLJ • , i __jUj i r \ • : / i I o I c V i I ! Q / % r, \ ; \ EX C9 NC •rC, %� / / ' : s j ° 55 CHANNEL L IN7NG, W LL i .{ i � 1 { �<?� \st, q1 ^l X ,,TRO TURF / +144. LLJ .�• �, �'5 i N'•-, icy � tv � M w '•�� \ I ,,; � �' � ., �°� `` � �� ' ,°'� ,w ^� �' : , � STANDARD DITCH SECT/ON e h . t' ¢ i ,, '\ X' : : \ 'y' m p 11'� ^ae/ , Lx`-I ❑ s , �� `°� CONNECT TO EX. CURB. r w ��% w 4 ✓ v to o N T LINE d ! 11 -,`� �` r ; `"?� • �,L � MA CH L & GRADE .. : "'• : ~ f %' a� a � o ,••. i • . Ditch Detall Summary (738.92) EX C NG, ; /, �� ; ; .D. U� ; fi ry c a� �. • 1� °`' ; { ,' i T00`0F { ' I ELEVr.�7 .42` i iCVNv> i .� ' ,�','�` +L • ••� c +-� ' � �- / I ^•s�. �L1 t• ,' t,. ti�•• � V , �a1 f �c 1 5 '� f I ,` �� ,I 0 STR 4 .� i I M t ' 1 I\ f.`7 , �,•\ r'"r - ��. MATCH X.-f�AVE TYPE: Dl 1. { MATCH ; EX. PA M 4 ,�� ` ,g -� t , ��1,000, 1 1 ' •• s TOP- 732. 75 , ' •^ • : • • ' •: li5 2 90 LINGGRADE.- ) .. �o`' .-- r 1 IN =7 7. "U ( t+"� I{{+'+_(`� I � ` �'`'` 7t' •, r ¢ • �O� / (r r Y• • •• •: 1 ••� E ASP A �o' _.. t . (7 ( jp : • T PARKING L T.._� _ �- - �� 3 H E?.C+?�,, PA1 41 _ �4 , h^a `l\' '•. ,, ?n x { r ; t I SINE dt,�wADE.�� ` ,j ma`s ^��' ; �' `` +L t I o G w Ditch 1 2 Location East Side Marathon Lane Side East Side North Road NA Marathon Ln Begin Sts Building end Culvert 1 End Sta Ditch 2 200 ft east Ditch Type V TRAP RA B = Base Width (ft) 3 3 SS (0) 3 3 d =Depth 2yr (ft) 0.707148559 1.704435823 D=Mimimun ditch depth (ft) 1.1 3 Lining Type GRASS GRASS Mimimum lining width (ft) NA NA Anchors per sq yd NA NA 2-Yr Velodty (ips) 1.1 1.5 o• � m � W m co 0 ai n "2 U . �•1 O W r v t A J a o W�rMirow S LL Q 8 0 W it C) _ _ •-7 3 5.' "� / l NY ''i •0..•: ' '' ', ;i ` / 1 .7..-•;. ,.�"� a '•. I STR ^�� ,��' _ .._ . _ _ ��- - X ,; , ;; cs TYPE•• DI-2B 00 ^F '�- �............... " '- ,,w•� `�. -- - _" C ; e / i " ; '0 , •\ 1 '� ' •' ' '• , ; TOP= 732 10 SIGN ce� ' �/�5 i 4 �'� f ' +1 `1 ^�> INV. OUT= 728.20 1 V� \ �•� '.J"•' \�[rl♦ /.• 3 r r ` .1 ,' • , •j•�-� h�� c ¢ � +11 ii Ek GR SS i , I k' X •i %/' r ' : •••• ; /' V s i41j CONNECT $9 EXIST.lop/ CURB. MATCH LI .•.. ._: 1 i 735 _ I AND GRADS _ 113s tit �_ •!: t 734 ! SEW : •.•' I ! __��I..I� �' t,.-�'��... Y 1 : I y •' �`�� `�' `� � � � {i EX. S MH �t �,• ' `�� PRO M CLASS Al RIP RAP �q 1 *o I ;,' L. /�/ •• .�\ tY - �f C� ' \ t + 5 `FT WID 8 Ff. "LONG.._ Sf 1r, ".. EE lP : ' �• • EEC- l • ,F , E, ~ � � V. =72. t� 4; r ..t','•. / ; .� INv our-i %t�ti,.__... '' �•.� �. �. _....,.. _.. _.. _. __ _.. __.__...... _..._.... _ ,,. _�..732 ETA L 7 4 x CMP_ - - Y IN �� S °�, .. \� � � �- -�- 730 .._._ � ' � - . - ;1 � ��:•� --�-- -. =i?FL� � _ - _ _ _. - --ram Q '`I ''1 v R. I •,. .5,,. 1....-., __ , :.iw.:v.rt,�r.._ Jl'.(�{_}�..'.�..,_.-.....ar »•." 6 .. .r a.. ....r < s, . -" go, 18 CM P r __ ... -, -._4 .. - _ _... _.. _ - - _ -- _ - -- - - �L_ .....- z _ w. -..._. _ r... _ .. _.....- ... -_ ..._ _ ___._._ _.... __-_..._..__ �___ ...r.._. _. t _..._ _ --- -'_...___.._ -�._. .-_ ._ SEX. 8 W M .�, .. __ , • .__ .._ Q . •.- � Oy�.,..._.......__.___._. _. �,":___._ ._._..._ {oj'�_...__._..._.'-'-_ _._.._....,._.._-''___'_- _-___rti�!>._ ._._._._..... �-�9- -- �� i'tij`�� J� - yam{_ ..__.._-__._ __ _ ' ^ + �,"' -^•_` --- - ^•- ... _ __ ....... _, �`1' • \N\I '�R "fit - -_ >;: -vc _ : �,° �° �° -. - _ _ _ w �( �� CATION) �ti 0 -------------- ' 7` r�@,1`. r�. _..._.. • .v,_.. ._ �S�' PRO '" __ _ a1� ��a _. ,figtri IP AP 0 SEA _..._ INV.=729.74 t �� ;� - �� _ _. 6 VAULT S x U1 a KOL ►� �- �.. _.._ ......._ TOP= 32.00 i , - �� t ® EX 'EDGE OF PAVEMENT PROVIDE EC-1 0 1W..1*72 ti� CL Al RIPRAP 1 t '�...............:.........................•. i�1 I�VKll1Tt-.•• 7.60.................... �'•............... .... STR 2 :� ..•. ................�............. rZ l2' LONG, 4 FT. WIDE �^`Z ,� +t + +................... .r * +� iy'� im-3 ....................... ��.' .. '�- '� TOP=731.00 '+� VA. SEC. ROUTE 1091 ,..IV�ARATHO DRIVE i _ 36 x36 TEE INV=727.42 5�l...R/W RIM =7 1. <8 INV•=727.42 (SEE DETAILS 5) j _ _ I = 730 00 --.�'-------- � j INV 732 ._. Unposted S p eed Limit _�F. .��.__ _ M ._� 4 - - _ fNV=720.10 _ _. __.�__._�-._- _.� - EX. saiSEWER -r -� -= _._ �. o ADT 960 x NA VAULT 8 x6 OF ' CONCRETE BLOCK-` i Uj 41P PROVIDE CONCRETE SLAB TOP:"I r �` �..... t. „` fit•. . \ <1' ays ,�`? _ �� wry '� Q BENCHMARK v �r4t r r t �1<V WITH T-MH-1 ACCESS. < I Ito STR 3 �,'.1 TYPE: DI-1 2 NAILS IN WPP PROVIDE INVERT SHAPING PER IS-1. ` TOP=731,00 ELEV.=731.34 Ci9APH/CSCALE SEE DETAIL SHEET 4 OF 5. INVS.-727.50 SCALE: 1 =20 20 70 0 20 40 I DRAWN BY: PROJECT NO. IN FEET ( DATE: 3-31-03 1 inch = 20 ft. SHEET 3 OF 5 3 0 0 3 0 W Z 0 4 0)94PH/o904LE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. SH1WE ip E1.EVATOW # W-POINT OF LARGEST PIPE. SHAPE CONT OF PIPC O �T SLOPE TO ORMl TO INVERT OF OUTLET AIDE SECTION A -A METHOD OF TREATMENT IN DROP INLETS -- I nwrba, ¢av nt i MLen rre uuwc I t." #PIPES � �D.IE5 SLOPE TO ti TO N'VERr OUTLET PPE rES31 �%WZ4 �� r OF MANNDLE If NO MET INVERTS N AOCOFD*t£ WITH � THIS ORAWYC IS TO Y dJ PLC INVERT T OF PVC IS ABOVE NYERTRUCTLEIES �Q)F � sTRS1cTuK. f MANHOLE OR OROP MET kS TO RE F06I EO ME 0ONSTRUCrE0 . N ACCciROAlICE WITH AppLICA&C STMOAID OR 9PEcWL DRAWRG. • ,� THE ffIfM SHAPIC AS OETA&M X*q IS TO C"ST Of A M j PQRTiMO CDANT CONCRETE MAt CWOPWC 14 CLASS A3 OR CLASS CI,EX(EPT THAT 25xpF COARSE AORECATE MAY 9E 4' AP TO R` INWAIMR NM COST Cr STONE. W*04 M%CK OKA" CONCRETE OR 13*wm Cwcwtf 1 _6Y THE Suww-£ SRXL BE LEFT SWOTH BY WEANS OF K" TROWELLM. NOW :.:..,�. Cf THE C040M AOGKGATE SHALE. REMSH E)POSEO. OETALS OF NYERT SHO"IC AS SHOWN IEREOr4 IRE FOR EXAMPLE • r PlftSES OILY. EACH MANHOLE OR DROP P&ET fS TO W SKWM- ..--' MIVDUALLY TQ SST f1T THE PWTKSILAR !L£T AM OUTLET ar#lmIRArIom me FLow Lots. SECTION 8-B PLAN METHOD OF TREATMENT IN MANHOLES vcancaTnl STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VRG"A OEPARTMENr OF TRWS"TAT04 MARATHON LANE SAWCUT EDGE PROVIDE TACKCOAT EX. EDGE Or VDOT CG-6 PAVEMENT 1 1/2" CROSS SLOPE= 1/4"1 ' 2 N UNLESS OTHERWISE NOTED 8" 21B Z 0 WELL COMPACTED SUBGRADE z EXTEND 21 B N 0 SECTION SHOWN SHALL BE INSTALLED 1 Ft BEYOND BACK a uj IN ALL R.O.W. PAVEMENT AREAS OF CURB L o U MARA THON DRIVE WIDENING, W Q¢o V 4 W W a-d � W (/) (6 W N_ l� o�MO, d • N O r G N N O V N h Lf1 •PI � 'C tD To � p O tC — > .>, a ` W�( cEo UQ+- C ° >u 3 V Q Lu c m J fa u1 t� i d C C a 0 J � o • x •� o t�l CO 0 V L C N E _. ----- _._..__._...__...._._.,.._ ..___. ._... .._.._.___... .___.........._.._._ 0. c� cN co M I %1 w `°0O,,@� tnE CD 0 of" Lu z o 735 O�v>u.- � I N I q > j XISTING GRADE i �o J PROPOSED GRADE i `` z ^ z 0r ; C) o w <r I C w l..O_.._....._._......__.._....._....._.. _._ /.. __._. I— f- D w — w z ui Ld LL /, CJ 0 � z I � 730 6" PVC SDR21 Q i WATER MAIN --CULVERT I V 36" PP 12" MIN. S PARATION REQUIRED 4" GAS MAIN O o O 8" GAS MAIN Lo O � q y vW, �i ck I I w � j 720 cn I DATUM ELEV v.1 W 719.00 O In rl SCALE: 1 "=20' 0+00 0+50 DRAWN BY: ✓.D.S. PROJECT NO. FIRE HYDRANT LINE DATE: J-30-0.3 PROFILE ISHEET 4 OF 5 y) [s,CTION CAST IPON %N SECUON STEEL NOTES DETAIL 1 DETAIL 2 B DETAIL 3 B Ec-t 2'/)" x 24' x' i" 1, DEPTH OF INLET IHI 110 BE SHOWN ON PLNb. l uqqa to W _J/ 10'•{•• tong FOR DEPTH GREATER IVAN 10' USE SIu4)M>J i�B .M1 -_-- CC.SI "nth CoAor / 01-,A S MIN. b `..'!/ B 2. THE "H" oINE N5ICN SHOWN ON rNi S, NNU ARMS S N S MIN.A , A BLOCK AND GRAVEL DROP INLET R 0 CK CHECK DAM m o B �_ _ ANO SPECITiEo ON THE PLANS WILL BE A - _ -� _ A A cJd.v. �� I iK o T PfROW T'OF TRY STRUCTOF URE°UFFKL A F- A �1t - ` L PLAt 'w OTVENS104S APE APPROX'M,ATE ONLY j( 'C� s i 3S S I W MIN. JS f� cast iron cleanout cap with brass a a F7ar STEEL (Me relEcd FCR ESnWATPY' PlRIwOSES A•0 THE ACTUAL 1 66 • I 0"1 31MENSIONS SHALL 6E DETERMINED BY THE J W Mm. 3s _ _ L plug must be 8" from the top of the SEDIMENT FIL TER CDtIon,I iv I J Ib,. 43.6 Us CONIRACTCR FROM PELU COHC1TIOf, - / screw type adjustable box 6ro<o n:os-[ mdu" istNV g wc6, eu 3. W`414 ". CRED Cr, THE FANS THE I(IYLRT 'c S N. S YN. S ANN. / 2 ACRES OR LESS OF DRAINAGE AREA: Iuas omecIwl mn.•,ectore t0 BE 5'(eNFU N ACi0R0ANCE 01"14 St AN[A?G to cocor IS - I. THE COST OF PLRN`l,NG A,0 PLACING ALL finished grade MATEfti.S NCDENTAL TO THE SHAPING IS TO Or o B B WIRE SCREEN CONCRETE BLOCK _ _-- NCt UDEO N THE 810 PP;CE FOR THE STRUCTJRE � L3 � - '/6 t'/i' x ," ._-}F/ ... - _.. x ,'. 4, k( THE EVENT THE INVERT OF THE OQTFKL 4- I-- JH- �\ x --i gIY�' •,,:. 7 9'h" tu9".../ B I,..stua Sncar PPE r5 HIGMfA 'HN, n1E BOTTOM or T.IC Ir B - „ �� „ p JH " square concrete skid ad Connectors STRUCTURE, THE INVERT OF THE STPUCTLRE SHALT. BE SHAPED WITH CEMENT NORrAR To 20 x 20 x 6 deep �'' `• �'(1' �` li' gis" PKVErdT STANDING OR PaNRaG Qr wATEt1 H I i---''- "'1-r"` \ It, THE SrPrJURE, THE COST OF FL%irafS,IRIG /!ND PLA:'Na ALL WAT RIALS YNa OENTAL TO i / ) cast iron cleanout cap with brass P1,.Ml INLET SHAPNC IS To BE k4U,VOFD NI THE FPO ,�-' FILTER CLOTH VALCO, Inc Icrele Re+YwtadN a � �-�=�=" PRICE faR THE srRucrtmt. plug having a countersunk square D �_ Fig. No. 71 BOB head Panella Model PA4SV-CSK 4" J -- - - ---� (OPTIONAL) SECTION B b 5. STEPS ME TO BE Fi2pVI)CO YRCN HIS ,' 0" J - 1 2Y" 04 GREATEP. +OR OCTAIL; SEE St M40APP 57 1 GEOTEXTRE g GEOTE%TILE �h ��( ) F ASPICE07EXT--� 9` FAePIc 9„ r with lid marked dWERSi0lN5 FGR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CASi•N-PLN;E. GEOTEXTILE �Q`� i r,A9T RON ONLY FABRIC L "SEWER' ��_ 7. N a X 8" SMOOTH DOWELS AT A�PPROXIWATI.LY (DOWNSTREAM r1L' II) N2- CO TO Or PLACED IN ALL ARf.AS MJACEn1 SECTION A -A SECTION A -A SECTION A- A I To ABUtTW, coNCPFTE TO PPfVENT SDR 21 -cleanout pipe -� 4''2" SETTLEMENT. N LIEU OF DOWELS A 2"Xa- 7, -�JI Herdwwe CIPIS 2'•6° NOTCH MAY EE PPOVIOCO. StE SIAMJAR° -VDOT J1 ".3'. I 1.01� -4 TOR AITLRNAIC DESALT+ bottom section ! I I ereP nae of box �`- COARSE AGGREGATE p, Sea rle le a E. 3" DIAMETER WEEP HAIf wtTH 17"Xt2' PLASTIC a { HARDWARE CLOTH '/," MESH OR GKYANFGEO NOTES brick base 7 ' (j� I I'tf i('tf Ij1` (I1'(Ij' STEEL -N-. MNNUAM WIRE 1L. L'R U.OS", N 9H ' D �•�t,y n'.5' --4-' tepN I:ggr. U�L��IJ��LI�!lOUIJ� FITIULI { LEST uTWE iO CLOTH ANCTK)REO `-^•,, p'�%W ?I `� Z IT AeB.•78 a C t! lJ C FfNLY TO 7TtE OtITyDf. OF THE STRIIfi(Mf. T FOR MULTIPLE LINE NStALLATIONS DNENSION S IS TO GOVERN THE PROTECTION �L �y1 SDR 35 spigoted -"�--> .1 2_ be A 6' wdln { 'l! I{( nI{ MIN. JS SDR 21 gasketed W E S. CAST IN PLACE COKKIE IS TO BL CLASS 4 OUTSIDE THE CHANNEL WIDTH (W). g 7 O t2"•15"-18" o. 2V. ll 1300o P9). PRECAST CONPRE tE Is to or s INN. wX s >aN. SDR 35 + bell adapter L Py 2. ON ANY SECONDARY ROADS INSTALLATION REQURNG EROSION CONTROL S70NE J L� ��QIIQIIIiI(Ltl�llllll WHERE NO ENOWALL OR ENESECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS gasketed bell wye ,1, ----� 0 _ UU tI UUIJL UU Jll11 Ll ,0. ANY N.TFRNATF, METHODS Cf M7CHOR.4Cf I (J TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE, GRAVEL FILTER MEETING THE APPROVAL OF THE EN:2NEER M sanitary(see not SDR 35 gasketed O A ' ' 4 el liQllll�l 11111111�11��1� MAY BE SU13SHIUIEO TOR THE CAST SON J. CEOTExTLC FAEWC TO BE INSTALLED UNDER ALL EROSION CONTROL STOKE IN '4 bell 45' bend MIRE SCREEN ~ 0 " a L- IJ U 1 4UU000II iJ LUGS A!J SHOWN HEREON. ACCORDANCE WITH THE SPECIFICATIONS. sewer main SDR 21 > Z W H • pwEIER OF CIRCULAR CULVERT OR SPANRISE/FOR BOX, IGHT ELLIPTICAL LIPT°PCK ARCH CULV RT. FILTERED WATER 2-10 ACRES OF DRAINAGE AREA: W _ L,_, SECTION A -A �,_'�� .�1 9� CULVERT, .�5 S rr ;� CONCRETE OUANTITIES FOR MIN. DEPTH Yy l� I'1' CEOTEXT0.E SNUSE CHANNEL, SECTION SHOWN IT H OR AT FOR SIDESLCROU4 OPEN BOTTOM WIDTH NND DEPTH OVERFLO OF CH PIC AL MATCH EXISTING DITCH AN NATURAL GROWO, U Q O connate Pk)a - La40 Cu. Yde. CCnpete SECTION 0-Q FABRIC N • N I N 1 RUNOFF _ - U toncule POe - I.S28 Cu. Yda Conoete SECTION C-C WATER UJ 18' concrete Abe - L62o Ca. YON. Concntx EC I LeN. DEPTH WITH w (n SEDIMENT----? 6" L� 24" rn+dele Pr:e - 1.817 Cu. Yds. Concrete GRATE DEAL SECTION B-f3 °• 6" stone bedding ' Ada 0.469 Cu, Y43. Pe• CLASS I 2' ood+tlonol(cot of depth. APPROXIRATE WEIGHT CLASS I 3' FILTER CLOTH NOTE :If top of sewer main is greater than 15' deep, ` ,; ';: DROP INLET W W crow 363 x 16 mA then Wye and bend to be heavy wall SDR35. WITH GATE (OPTIONAL) FCATO STANDARD DROP INLET amp° 12" - 24" PiPE: MAXIMUM DEPTH I'M = 10' 233 204 STONE FOR EROSION CONTROL a4s (DOWNSTREAM VIEW) w w VRGINIA CEPARTI.ENT OF iRANSP(XiT ATION 302 245 VIRGINIA DEPARTMENT OF TRANSPORTATION SEDIMENT 104 Ot '. > S 41N SPECIFIC APPLICATION w w �_.. DET�,.O' VDOT #1 COARSE AGGREGATE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE o cce Ca•n HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW00 FLOW a7 g' Q Lp CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING I I AROUND THE STRUCTURE. r` NOTES .es�ETAPPROACH As� 1. THIS ITEMM WAY BE PRECAST OR CAST N PLACE. (RADIUS TO BE IK IiW 1 A"� ROADWAY T, CONCRETE TO BE CLASS u !F CAST IN Pt ACE, $HIOWN ON PLR,* 1 CI C • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. CLASS I RIPRAP _ (RADIUS TO BE AS 4000 PSI IF PRECAST, - - --- ----- -I- --C L SHOWN ON PLM6) 2- SEWER CLEANOUT q s E 3. CCMSINAIION CURB L GUTTER HAVING A RADIUS STID CG-u T �RAOIK COMA B of OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL -� .( CARE Me CURT CS � O GUTTERO FOR AS RACIAL coul)NATION cuae M. 1.C`�; -� STV. • r.r _ _ Figure 17A SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC PLATE. 3.r'20-1 m ^ v (�y� \ 4 FOR USE WITH STABC12ED OPEN•CRAOED -•---- -~' ` I CM. LM153 A3" ,..•y, �,,. i.•: ••' •' 4i DRAINAGE LAYER, THE BOTTOM OF THE C11R8 4'SOEWALK 1 ®Tt [ is C.E,S.) ►•• • 1i, •• • ►. --- --' �_ > AND CUTTER BE CONSTRUCTED PARALLEL 6. t 1 gPTDN.y. 6- CONCRETE 4- t jOg7 TO THE SLC SUBBASE COURSES N FLOW LINE CONSTRUCTION OF A SILT FENCE d 0) y AND TO THE DEPTH OF THE PAVEMENT. ---- `---- (WITH WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE' -- -�- 5. INNS ClRB MAY BE USED WHEN EXPANSION JOIN �- � Et(PANSIdI .IONT f 1 � V DESIGN SPEED IS 40 WPM OR LESS A ..1 1 SDR 35 spigot U CIf W ON RURAL HIGHWAYS AND 45 MPH OR • - - -- - SDR 35 spigot by 2" R jyj LESS IN DEVELOPED URBAN L SUBURBAN NOTE: MOTH '8" 2'-0" OR AS V' MAtNINC ROADWAY SECTION C-C ?�*..� by gasketed SDR 21 gasketed R 0 111( I AREAS. IF THESE DESIGN SPEEDS ARE swWN ON TYPICAL SECTION. bell 45°bend 1. SET POSTS AND EXCAVATE A 4i4" x. STAPLE WIRE FENCIING TO THE POSTS. EXCEEDED STANDARD CC-7 IS IRECUREO. bell adapter mi PLAN VIEW (secnotc) 2 TREtiCH UPBI.OPE ALONG THE LINE � ll OF POSTS. 70' NUN. EXISTING � !` 11,j > D A y PAVEMENT �{ _ CONSTRUCT GRADE CHIANGES WITH A PARABOLIC CURVE. �. .�- a•ngg 5.1 6:: WHEN TTE ENTRANCE RAOI GVItlT ACCOW06A7E - ` ✓`�,�,iX1'�•i N i°` t �' D D D D • t, ♦ q'PAIIABOLC CARVE ® THE TRAFFIC. C. THE 1ENTH °F /NTICPA K NERVY - '�,� ' rFI� LOTHyU - MOUNTABLE BERM t••I' TRUCK 7N4 R THE DEPTH FOR SIDEWALK 4 GARB n JII RM6+5 I,IIM TYE LINTS OF THE RAC(SfgU-0 8E _-r �� Y OB MIND A EDGE OF SHOULDER OR 6 MAX- J , ! Q NCREASED 70 7-. ® (OPTIONAL) . d n 0 . •4 ♦ > A " ♦ A > OP710AEK FLOW LIE CH•v,GE .- m- _ ,--' �, 1 I 1 I • MAILINE RUAOWAY `. � N CNONJUNC� IONnMTN VUVDDi°RPREO.CCT�P £� T I 3' minimum i D IS O5ED 1 1 (( EXISTING GROUND SIDE ELEVATION • D 0 DNOTE THE Fq=pr6e0r t _ XyE MAINLINE PAVEMENT SMALL BE CONSTRUCTED SDR 21 gasketed -�----`-'--- 40'IM.FOI $1RCE7 D /'�-� [ l III ` (III co ------ THE 80TION OF THE CtRB AND s1IL TO THE RAM LRC (EXCEPT ANY SUBGRADc SDR 35 8"x4" pipe and fittings // / PARAL GUTTER MAY BE CONSTRUCTED Of PAVEMENT WHICH RE D FOR MARE -NE SCH 40 70• MIN. T SU69A EL TO THE SLOPE OF DESNABL[ RA COHMIE THE ENTR E.)8E PITTED N gasketed bell Wye �� '�� - 1 A 2'•0" SUBBASE COURSES PROVIDED A EtrTRAWCE THE ENTRANCE.) SOIVent - _- V/ Irr"'---"'--- ---YYY"'--- MMMUM DEPTH Or 7" (see note) �� _,�/�//-� t5 AIANtITNNEO. SECTION A - A ® RroIA1 WRb DR tOAeNATTON CiRtB weld cap G�--� / G-"�+'-•� '� B OPTIRRACK "';, LO' MIN. C .MO OUT TER SHALL NDT BE CONS IIl1C7E0 ' 745 AREA MAY BE CONCRETE GUIDELINES FOR GRADE CHANGE D BEYOND IME R/W LIE EXCEPT FOR ��FFF _ -(�, AT THE OPTION ON' THE CONTRACTOR R£PLACEIENT tPIAPO•,,ES. ;I t, . i property OWN 0 N COMJIMIIC7NON I7TH STAIQARO line { I ) `. 'H: Wh•, �y V�f I "_ IO' MIN ENTRANCE VOL U►E DIESVI-&I MAtpyN STAIN iL OR cc-7 THE cuRe rACE oN THIS FLOIi• STANDARD B �O A[►XASIED TO MATCH THE III III HIGH (ACRE THAN ZOD VPD) 0 2 3 Y MTOURfTA�C CAPS CONFCWA71ON. i 12' MIN. )Iz - ��' PAVEMENT y 78' 4 C bb SEC SI ANDAnD ca•,2 FOR CURB RAMP DESIGN it ,I,n S' -! C, ANEOIMM IS00•,500 vWT L 3 X 6 S TO BE USED WTH THUS STANDARD. O (� LOW' CLESS IRAN 500 VPD) .S 6 X 5 t )K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF c A FLOW LINE IS REOLOWD TO PROVIDE POSTIVE S. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFUL AND COMPACT THE T (-l-- ORaA04ACE A011M IHE EWRANCE. FENCE AND RXMD 1T INTO WE TRENCH. KICAVA77D BOIL VDOT it I ~� POSITIVE DRAINAGE I�N. C-}- POR71�p1I Of �TTERMTO PRL NT 0.1/0E POONDIi, AFIPWOF WATER. 5 COURSE AGGREGATE B i TRAPPINGTO DEVICE location marker 36" min. aWIM U • SPECIFICATION cover MUST EXTEND PULL EGRESS N $KCIFICATI N METHOD OF TREATMENT- oP OPERATION PLAN AND Ecaess PLAN VIEW _ O N REFERENCE i, REFEAEr e :~F / i L� COMBINATION 6 CURB & GUTTER CONNECTION FOR STREET INTERSECTIONS stone-, °eY Y ° ° ° `°° °eeYeuesou,aeooaoYeY�°• � / : eY.YeYeY8Yu o o°eY8YYYo �' t� 0 o e : e ° e e // i . ,t • pyS7� s.d ` -C" F'"r' ;( s� V-� 502 0 0 o e o • o ego o / I ✓ 1 r 'V':� Ilv, I I I ♦.)"'• Y'" j lT 5 ( J. . �:� ) %afr �'7: 3" MIN. ii 105 oeo e e o eeo e•o ee � • 'fid I + l2' MIN. 502 AND COMMERCIAL ENTRANCES 201,03 20J.04 3 II �• ( -3' VIR611NA DEPARTMENT OF TRANSPORT ATION o 0 0 ---- vRG1a DEPARTMENT OF TRANSPpNl A110N -•- �,". .ii>.. �J -," / _ II /J� 4Xe�i�. y .$�sS-s/y r >^,y "ei5r-Liley"`if• ;5 '4.V 3" MIN. I,y 1 E! 1 CC 12A �[ treated 2`x 4" with - / •L p END -SECTION 12" 60" PIPE ALTERNATE END -SECTION 12" 60" PIPE top6 painted green Gam✓/ _ W Chi ENO ON OUTLET ENO-SECTXINS N� L7IO OUTLET END-KCTIOH6 ® 7- WHERE STO.CG-3 OR 4" pipe at2,00% .// FLOA' ® i- FILTER CLOTH-� SECTION A -A ,. W4007 END ON INLET ENO -SECTION -J v SP,OOT [NO ON Rl.C1 [TIO•KCTtON +� CC•7 IS 115I0. 6'•0" r•o- minimum grade III --- III 6 -7� v x --- X X _ X 4 ♦S STO CC•2 ®6" 12.1z MAX. 48'1 WAX, �r t � " �' iy� _Lt I Al I I CaECR[T[ To BE OR Ca-6 TE T BC - 4aoo P9 MNww r EXTENSION OF FABRIC AND WIRB DiTO THE 1BENCH :'i 'i: 4000 PSI MINIMUM E -� 20:1 :N_ •A. 2 .+I,, ,,:U .I IT^: "�; ,t••• .<{� - E I 111--- •s: "f�i` N r A. t. ,4 I't; •N• I 3_ J: •;t:.': • • •" Note: If Top of main is SECTION A A greater than 15 ft deep FILTER FABRt use heavywall SDR 35 h �ryy3, r; 1 N 1 A 5,� `�, ' L_ �4� S5?�^ S •r� __ A g51200C CS' 6 LONG �,; '9. Concrete cradle If top DRAW SPACE y� '��, REINFORCED CONCRETE T PLAN �'� PERM,ss,Btt e aq ) q of main is realer I rn O Q C 8 A 5 0-' S 0 MAN PERMiSSIBLE 3L I CONS7Rt1C770N JOINT 'g I MAXIMUMY, h.; D1 TER I CONSTRUCTICN JM7 a than 15' deep _ Z C I a wE _ 1 -[ _ SECTION B-B o _o d Z w SECTION ' ~ LL' w OR SlTEEL FA�iNC RfMiNMCEAiTNT 4 B N� B B-8 '' N' ., 30lIRCS: A d from - Q (� z SLIT& 3105-1 SOURCE: ADAMD from 1983 VarTland Rabrds for Soil erosion and Sediment Control, and Va. DSBC Plate' 3.02 1 = c� o w 4 A F- �LkJ O W A \ LN15 OF EXPOSED AGGREGATE SIDEWALK 1l Q L - T D c ACCESSBLE R01F)E a DEFINED AS A CONTNUOUS GRAVITY SEWER SERVICE LATERAL n w D E PAY LRY END VIEW tR,OBSTRUGlEO STABLE.FIRM AND AP RESMIANT o U PAY LINE PATH COME IO ALL ACCESSBLE ELEMENTS OF A SECTION X-X END VIEW SECTION X-X A TANGENT PLAN Figure 15 FACILITY THAT CAN � APPROACHED, CHTERCD AND USED BY PERSONS WITH Met" 11P~NiS. END SECTION DIMENSIONS END SECTION DIMENSIONS kv 00 PIPE DMAIETER A B W R A C 4" 4,- - tY' 4 41-r" NOTES METER BOX and COVER - 6• 4••a. o- o- TN45 OfSNG,H TO 8E USED TOR CONSTRUCTION THAT INCORPORATES WIDER SDEwKK. LANDING u6^ wroE> , �y 4.�s , YZ%Y✓� general backfill 4` A•"" °'�•aM1 REOURED AT TOP OF CURB RAMP. MNIAN CLRB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR •"•y ` v" ��-,, yT.«,� general backfill !" I' 1, �. , (see note) r• 1r AtIERATIORS. METER SIZE METER BOX METER BOX COVER ' (see note) Q 4" CURB RAMP FLOOR TO BE CLASS A-J CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL ti 4- �s F Y R ( MAY ENTIRE TH T RAMP FL RN1P BE - - 7 T TIID NC FLOOR FLOOR E T K E HE E E OF Non Tr ffic M32 PW b b DE c uBI.E wARRa<IG SURFACE COVERING a C r n h i t c width 2 ' 4' e d c t. T 7 Y AN 5£0 IIGGRfCd E T T P T PROv,OED B TasO " r 4' 18 in. la. c N ) T wAPNNc L eC E "X 4 o D (Xt PLACE). 1E DETECTABLE ABLE SHK 5 8 3 3 PRECAST CAST / • ,a required I 4•• r-7 •-t as c u ed a n,. r• " Q „rs I .I Traffic 2HH T F/ILI. R T A I/,AKIIAAI SLOPE a a c A3 •U� SNAIL EEO . TroePene aoaeat" 9LCPv4C SIDES a CURB RAMP MAY 8E POURED MONIX,RHeCALLY YA1H RAMP 100R OR 8 USNND •`.`.,..... • . :Y• " 'tit: 'i"'v.,r.w:.Tin:iii :ii f❑t TH Non -Traffic MC-30 Frame WITH RML-1-T To Lid 4 8 8' 8" 8" 11 � � PfaM15SBIl[ CON5T Rt1CnpN Jowl w1 REOURED BARS. (Frame) (Top ) 8' dia. schedule 0 steel �8,.;��. 4 •' r• 1" 24 in. Dia. •. t, 4; T F F AR HAT r T L SO ADJOYANE FLARED RAND i D OR 001YE B $ r- T s 100R 6 PRECAST, HOLES 1,(14 BE PIROVCE �� TYPICAL A PLACEMENT Y L A M C L CE E i filled with n .w )e le wl Concrete T (Frat T - i PI 0 3' TYPICAL PLACEMENT Traffic MC-30 at e WITH RML 1 -T o L A A M 2 d '•r C L L CE E fir; � T T F c T L ( ) T RAMP .PRE AS CONCRETE SHALL (Top ) T AFTER N CAS 100R C S CAN BE CAS H PLACE Af E PLACEMENT OF PRE a Concrete 4 • AT INTERSECTION SIDE 1 0and aimed yellow rY P Y { ;". 4' ?' T INTERSECTION I 51-3"A NTERSEC ON BE DDSs A•.. �'� R >. 1, WITHIN CROSSWALK T x 6- AN:ED rCEHrER TO CENTER KOIC BOTH soEs OF TIE RAMP s; 24" select backfill 24; select backfill) 2' +> r•o" r•r r WITHIN CROSSWALK IT BUFFER TRIP RCOLtlKo BMIS ARE o K Na s tt A �! : ° treated 2"x 4" with r (WITH BU ER STRIP) FLOOR. w-DEP1H OF RAID FLOOR. Mi7MU1M CONCRETE COVER /, . a ••f; 7' (see note) (see note) PAY tJ,C CURB RAPS wLL BE WEAS1REo AND PAO FOR AT THE CONTRACT CANT PRICES FOR HYDRAULIC CEMENT meter box top 6" painted blue a 2 R CONCRETE ypf WALK AND EXPOSED AGgCWTE AOEWALK,COMPLETE-IN•PLACE. C NOTES and cover CiNR6/CIRB MID lX1TtER ROPE TRAN57IOH$ ADJACENT TO 70 ClRB RAMPS ARE NCLlOEO N PAYAEM �%- � "� •: �,.'. V'.- I v,� '�"•-- 8 pIN� � pq�N FOR CIAWCURS AHD GUTTER. .�+ : .•"YI ! i< ,y v .i . ,<`} I �. TtC TER iD'N M ° AM 0'I "m WHEN L15I0 N CONJt„cIDN WITH STANDARD CG-J a CC-7, THE CURB FACE ON Ili$ STArDANRO IS I sidewalk ! 5 ft 24:: 18" �`• ''''a�• °' '''' ; ® L� 6" •'v � 6" I� t7r4 LNOIRN f I j 18'dia. i 1-6' O.D. O.D. �i ON L T, C�O0TNFTiACTOR GACTS TO 8E ADJUSTED i0 MATCH TIE MOUNTABLE CURB A`IO COlKX1RAil01E Yr H ,RN.�, ' II T TO 11�TI[ ALTIRNAII �q�N ON CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED" THE ENGNEER. ,H \ f concrete i/2 O.D. a7zTHE. IpFIT. LIIOTNS� O By 04 THEY ARE TO K PPOVD(0 At INTERSECTIONS WHEREVER MI KCESSABLE ROUTE M) wnHN T,E RIGHT OF /E DDFFFFEA(RII '„ WAY OF A HOHMAY FACLITY CROSSES A CURB KWOLESS OF WH[THER SIOEWALK IS f aS7NG, l t� ..�� .��" �j•. 3' PROPOSED. IM NONEXrST[Nt. THEY YUST BE LOCATED Wrn+! PEDESTRIAN CROSSWALKS AS SHIOWN ON PLANS meter by ^' '.fi•�(:v;! < SLOPE DETAIL DIAGONAL VARIATION DR AS ONEctcO BY THE ENGINEER MO SMOULD N10T EE LOCATED 6EHIND VEHICLE STOP LINES. 1$"-21" ' 1 EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. F.C.S.A, concrete ��.\'Fti :fs. + �6" `6„ 3" stone thrust block IS 1 SPcencATaH PERPENDICULAR CURB RAMP SRCFCAroR -' surrounding box M BOLLARD DETAIL stone FLARED END -SECTION FOR 1211-6011 CONCRETE PIPE CULVERTS RErLAna Meter Size Coppersetler stone 302 (ACCESS FOR MOBILITY IMPAIRMENTS) 502 5/8"x3/4' A-C3635-01w/7Y,"Opening 8'-10 STANDARD CONCRETE ARCH YI1D16A OEPARTAtNT Of TRANdPORTATION 10i,01 20J.OS v,RGVNA DEPARTMENT tX TRANSPORTATION + t„� 3/4" A-C3635.Ot w/ 7Y," Opening direction of setting to be approved prior to installation 'V general backfill general backfill O O I 16 STEEL REINFORCEMENT OARS 1" A-95319 06 wit0 J/N' Opening A5 12' (see note) (see note) T terminal Prune cadomirote leaders DO NO prune to no e PN 3 STEEL REIN ORCFIIEM as required E t'- ' . x ad 6 s 'd 6 ee ..................... . P 4 P leader branch i i" T MELDEDtips Pl.l. Xi11RES 0 BE SH P TI ® 0" O.C. I ES OC tubing 1" CTSpolyethylene t bl 0' 8' T P NT S PI 9 0 REVE UGHT SPILLAGE D 0 Prune nNbDXIg or (PET) 200 psi with SS inserts saddle with � 8" FT IIconnectionsmin. - 6` max. 0 Sf1E at a cross ixallchesCorp coo T POLE TO BE GALVANIZED STEEL P P ucH •.N 6" 24" select backfill 24 select backfill � WITH TAPERED TUBULAR SEAMLESS SWIFT stone ) i see note (see note) 4" stone Prune narrow crotch angles 1" coupling ;r} screw type DO NOT slake or wrap and water spouts COPPERSETTER COMPONENTS (PJX FIP) C14-44 \ valvebox stone with SS insert and stone stone to be minimum 6" 6 ( trunk unless necessary Prune broken branches :. O.D. ' ( ,A meter service line copper -Inlet- -Outlet- \ I LIGHT POLE Remove Oil tops and labels size height connection bar Lubin size Angle Ball Valve Angle Check Valve MIP plastic plug 4� of 6" above top of base locator marker 1/2 O.D. 1' TOOLED EDGES 9 9 9 \ FUND RUB FlNISN ON UGNT POLE BASE 5r8"x3/4" 18" D-31014-12 < stone ••. ' •,.. Prune suckers , BA13-332 W-SIN HHCA31-323-TV-SIN '� � •� /'� WITH COVER PLATE w/ C14.44 1 /' O.D. wl CSB-43 w/ CSB-43 ` egalug r L U SURFACE OF CONCRETE . / w/ 1 Insert 6" 6:: J Cut away all baling ropes 2"-3' FIN kh kept away from trunk 3!4' 18" D-31014.12 °L)' AND Flu IN VOIDS. BA13-332 W-SN HHCA31-323-TV-SIN ,� concrete concrete w/ C14-44 �' wl CSB-43 w' CSB-43 SMOOTH FINISH ON ALL NO MRIW LOAD w/ SS Insert y •. �,,;.N. ; EXPOSED CONCRETE gyp Sol well to contain water / Apw`Y+ t y I.'. e' BEARING GROUT Remove top of wre basket 1" 18" D-31014.12 y y44 Q SURFACES. PRIM v p BA37-044 W HHCA31-444-TV 'Y`.• •")F'N + ''^ p g YELLOW ABOVE GRADE. fl'fl 6 w/C14-44 �' O.D. nnritNl}�I CONCRETE CRADLE CONCRETE ENCASEMENT W ANCHOR BOLTS FURNISHED wl SS Insert w/CSB-a4 ' WITH LIGHT POLE. BOLT SIZE ]F 'f N\ \� mecn teeaw oint Q 3'-0` UNAMENDED backfill sal > FACE OF 14 �. PROJECTION AND BUT a ; INSTALLATION NOTES: ' N)r CURB (}, CIRCLE PER MANUFACTURER'S Partially bockfill, water to 6' branch GRADE + `?• ; ' ' Partial 1. Exact location of meter box assembly to be approved prior to installation. Wden and score hole wall �;a Y PP P RECOMMENDATION. settle soil, find bockfilling 2. Water service crossing street / { NOTE: To be compacted to 95 % of ASTM D698 maximum density. r I 1'-6. 4 CONCRETE BASE _ a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond, sidewalk, across the `),., r_ street, to one foot beyond sidewalk. NIA /3 STEEL REINFORCEMENT {,- Area for water drainage Y SCALE TIES 0 1'-0' O.C. < ` .' METAl1IC CONDUIT AT 2'-6" Remove container and cut circling Leave sold sail pedestal - do b) Install 12 gauge Insulated copper wire (for line tracing) from Corp. stop to Into the meter box [wrap wire around Corp. FII R E HYDRANT ASSEMBLY BELOW GRADE TO PANEL. roots if container -grown, or as much not d• deeper than ball depth stop; wire to be taped to top of PET at 10 foot intervals, come up into meter box and terminate level with angle ball valve[. J6 STEEL REINFORCEMENT I.'' ` • 9 g Def P Figure 9 TRENCH & BEDDING ��\ burbp os possible if field grown Figure 1 _ NOTE: 5/8"x3/411, 3/4" & 1" METER INSTALLATION DRAWN BY ✓.D.S. " ALL UNDERGROUND VRNG PROJECT NO. TO BE IN METALLIC CONDUIT I (4 FOOT COVER) DATE 3-31-03 r lXg flak 2-3 times root boll width RIGID ELBOW Figure 5b NOT TO SCALE LIGHT POLE FOUNDATION DETAILS �� NM �� SHEET 5 of E5 CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, s ecifications for all work to be in accordance with applicable Standards and Construction Specifications of The irginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents, 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. be the g in this work so as to avoid damage to an utilities. An damage shall on ra for shall exercise care s The c t c 9, Y Y 9 contractor's respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "bliss Utility" 1-800-257-7777, 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during tfie course of the work shall be immediately brought to the attention of the Engineer and/or the Owner, 5, Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior toiordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utlity, structure or road, and offset hub elevation. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. Temporary street si ns and at times Burin construction, e vehicles must be maintained a 2. Access for ern emergencyg 9 t materials a prohibited in of construction mate a s re b addresses must be posted as construction begins. Parked vehicles and s ag, g p within 20 of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY tin shall an with these Ions. The es h o constructed in accordance 1. Water and sewer lines are i be additionally meet all requirements of the Frederick County Sanitation Authority. //!//----- I/!///!//o!//!/////�/////////////r� /!//////////////////� /!i///////!// r ! / / / % r % K 2 f I/% %////L //// �O//// % //1//% ///! J ///////////////,� ///!!!/!///!///////////////// j . % � 5, . . 1. __ 1, I I " f 11 I r, Ir I I I or, � � , A 11 r 11 " ' ' "' ' ' " L ' 1� 11 . I � I I I 1, , I " .. , /1W 2. The contractor shot coordinate with, and arrange for inspection by, the Authority. lines to be the EROSION CONTROL 3. Exact locations of water and sewer services on new are coordinated with Authority's inspector. , P, I r e installation of n de r merit is res nsib a for the 4. The Sanitation Authority's maintenance pat responsible " .works water meters through 2 in size. Before a i he require; 1 the frame and meter s set, they eq ) site initiating ' I disturbing r ' willpre-construction meetin with public on - 1. Prior to i itiating any and ds u bing activity, it wit be necessary to schedule an on site g + M _ staff to discuss Jle approved erosion and sediment control plan. No pre construction meetings will be scheduled prior to permanent rg with it meter box and yoke bar; 2 h cover to be ro e I aligned s r• the frame and cover to be set Y �) grade issuance of the land disturbance permit for the subject project. Pe 1 P J he final of the lot; 3 the distance between the to of the cover and the oke bar be tot g p Y, 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections o be in proper between 18 and 21 inches; and 4 all components of the meter box assembly t p p ) installed in accordance with the have been insta as indicated b the program administrator. If the erosion and sediment control measurers h e ee y p g working order. It is developer's/contractor's responsibility to have the meter box approved plan, the Department of Public Works will grant approval to initiate land disturbing activities• assembly installed correctly. 5. The contractor shall install water and sewer services that connect to existing lines: 3. Prior to release of building permits, the following items shall be completed: a Subdivision shall be stabilized in accordance with the approved Ian i.e,, road surface, stormwater conveyance system, ) P ( Y Y a. A water service (and force main sewer service) requires the installation of a saddle curb and gutter, sidewalks, channel linings, vegetative cover, stc.) r, with corporation stop and making the tap. P " b. A gravity sewer service requires the installation of a wye, 18 long stub pieces, and 9 Y b Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb ) 9 Y Y 15 long full circle stainless steel repair clamps. and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the I e resent The F...A. inspector assigned to the project shall b c. C S s P 9 PJ P as -built which states that the subdivision has been constructed in accordance with the approved plan. f i permit application for Individual I submitted b the builder a the time o the building e m a l t c) duo subdivision lot grading plans shall be s m tted y e u t g p pp for the installation of each connection. tin • 6. When an existing water main is topped for the installation of a new e. h tap. � r materials to make the T Authority shall furnish all lobo and a he P each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia y for the to 2 a deposit before I n ractor must: 1 make application 0 b. The b apes cot (), P• pay( begins); 3 the location of the tap; (4) make final when the work is completed. () Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuous maintained q 9 �' rk mark payment work 9 1 pa - ill' he manhole. ' manhole b core drilling t n II tie-in a new lie to on existing o 7. The contractor shall t i 9 P b k low prevention S. Any water service line must have a double check valve or R Zy ac f p he ri w F r n shown r t have tone base installed throughout t ��pp n ch areas are denuded. Areas sha to be surfaced are o av s period lit "' Y" 9 , at the earliest possible Mate after establishing grade. No area is to remain denuded for more than 7 calendar days r N.1015or1013, assembly, as required, installed. The assembly shall meet ASSE standard 0 is not in progress. when construction ress. P 9 to disturbed immediately in the A remote readout is required. 6. Contractor clean up and restore areas upon completion of pipe -laying affected area. r I check valve backflowprevention assembly or a All fir lines shall have a detector double 9 et Y areas of he site which are disturbed b this construction shall be provided with 6 topsoil, 7. All unpaved Y P P,• r m shall meet ASSE standard No. l required. The assembly s a RP ckflow prevention assembly as re Z ba N P Y q 1048 or 1047. A remote readout is required. compacted and mulched. Seed to watered and r for s necessary o provide o fertilized, seeded co n the . S e bed be wa a ed cared o a n a t good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. NI work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) and am other i n n Sediment Control Regulations Road and Bridge Specifications, and Standards, The Virginia Erosion and Se my COUNTYPLANNING NOTES state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 1. No new signage is proposed by this plan. If signage is requested in the future, a sign permit Health Administration Occupational Safet &Het s .. a arfment of Labor II comply with the latest U S Di required be issue b Frederick County. 2. All constructionsha amp y pY s equ ed to s d y y and VOS H Rules & Regulations. 3. When working on VDOT nqht-of-way, all traffic control, whether permanent or temporary, shall be in accordance Z. All existing structures and trailers are to be removed from the site as part of the proposed development. with the current edition of VDOT $ 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. 4. The developer shall be responsible for relocatingg, at his expense, any and all utilities, including traffic signot pales, junction boxes, controllers, etc. owned by V.D.O.T, or private utility company. It is the sole responsib�li y of the developper to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. ppest n features relIatiq� tQ const ct4n r to regulation, control and fety of tr ffic ma be subject to change as deem�d necessary by VUOI. Any aN iono expense incurred as a resin of onyhel� revisio i will be responsibility of the developer, 6. 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. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the pineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT r 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, 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vir inia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properoes affected by this pro'ec shall be maintainedroug cons ruction. The Developer shall have, within the limits of the project, an emplo�ee certified by the a artment of Conservation and Recreation in Erosion and Sediment Control who shal inspect erosion on siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. NI water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities of conflict points. 12. 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 by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sump a obtained i r resentatve, f thhe locat'o . ��h n so I samples are subfitted to ri,yate labrato ies for t sit the am le s�ialt be clear�y identified an � rabelede as 6elon in to a protect which pwtlI be occep�le by V.D•0,�, and t�iat iesling shall be conducted according to applicable V.DI.T9 standards. 14. NI roadway fill, base, subsurface material and backfill of unlityy/storm sewer trenches shall 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 ri ht-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shag be conducted as required in the VDOT Road and Bridge Specifications, A copy of all tests shall be submitted to VOOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. 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. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VOOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O1 residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip, 20, Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three 63� years from the date of the approval letter. 22. CC-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. - t . �- f P .) _ r. �, F t ,. ;� « .r1;, } s •r i e =1...� .{ I1 .., 1 1.1 fir,'. i a:.,/ r 1•J lS10 r.T'f ,•,Y 'i E.t'rrt:skstiK`sd t.f I,V ,."i t iy.Y- I '•";,•h `l.�f,t1.aL Y.:..m 'r{r ' ,s r t" g: �'w;'„r ':r s �. w. ,r Ife .�1. r yq tar r P 0 � ', IN, i 7- t ?;: "f { .. f °s,r r, a. a w. . t r F 1 i i ,,h ;, . 7 l ', 1 i t " +t . ., �.. "ss d� ti J::'- '14 ," :' , .� ' - 4"'r,"i I � �� r,' F.. ,11, i A• 't V" "I . t J� , ,4Y" ,�',... ,r ., 5. _ II'll I ,-flyy r .! r', J ti t� ,.ar r.� +:=a'' N,.yy .r,}fit} rl� ..: ':t :t,:.'"�11 .K, /' _ <. + ,err * �' h11 l . . s t , d � oa' . ,.� , </" . , .. 51,, i f_ 1 r •'...,( . ',� r'.' 1. J • J f ri lY { / F i y r I.y, a1�' i' % i z li ti i J . + 1.� 11t , X � «,+ P, -, Pa• .y �y f r . SF�b+ zn c c " a r `. r. a X� , 5 r , `, . ,: 5r s •.,.c, P Sr d �. ��,y � F,� '+t;' /^ ; • k .: - . f'eX , ^y :. /.�t , %f y .» . r s r �d 7 ��' :n �a r .s ", r,, �M �i'1.r :• r�. RprrI r'.. 1 X.1 '; ' <. 'i d , rA : , � ,� . L .�' S ' e, 'b r'�' i .,•,. Y.. .. M � r.. r n A `, aI ., 4h.r >.�5� a �y �. u r � 4 �x�5^cx at , K 4 ti '.,/ a. A:. t r °4'': 'rig.' r: ,.. r� :KY . 11. w_ r 11 F 1 r` d I jj �.Y v �. , ° .' ,4- a r 14 >h r �' .... •s , Y y J• W t t !!' N k'�'t ?.. f i r r b+ ,Ft� it. a -�,ra � r �. .i t, 5 .. ,,.. 1 1 ..'•• `'+...d + y r, t.„. r , wa...: , ::1,,:. P d .rr 1 +' r ,. isJ. ±>. fir..„. `.' . K +, ../: Y t� 3Jr' / 6 }; ( f'' t. r ! 1 a i 1 ` £;,^.i. , V 1 Y �w h ,� :. K'� r , "rt r+.,. y. ,,'A,,,.. ,-. F, I' 1 ,r.: r f `. ,:' Y' ..e s e %� k" iw 'r"? %,i 1 / i-. ., i. t `` f C.i M P r. S' a ''1, y f t. , y a. a J�', r , e� w• i. } 'f' ,. r"'J t - a f ' 1 `li 'R if .: , �.'�• / . 4 ", P I" Ai K' , c.'r S^E'« Jt Pl+ l . iti , , ^vE+rf�Ni'x� r j '111 !. ii.f< b ,. p_...y� ,g s d t1 do +. 1 .,5 F 1 I k Si 4 s I 1` S•i 1 k '% lr� :.f- t r 1, P�, y:� [ +I, i . t T rJ Li . 1,..'�, w Y 1. � .. „ i� Ira i I f !t, 1.ti�,, I, ,.II t,, i 9 s.. r if t1. .'o` '';. ,R4a ,�F Y,Sr = ,,' rk ti t'. t, ij . i f ! t Yy.. ;r' t ✓ '°t"« �C tr�`y , �, f e s E �' �`. Y �. 'e.�. , 4h �,. . t, fA �. r i r r i 6, r �. �.t !' r �; �7 al ail A f a ♦ 1• i (. ,�. y.d.. t i ." I� ',. ) ,° �' i` '., r... ,.. , j ...-• -, , "}'S, •• i' ab, i 1 f r . ,w ;. 4 t: V a x 4 ,"er c "r fr %l . t>�4'.? errl' r' � f a• r t' + T s+' ril { _An,sr �+', r ' a ;r' , � w y ? yf y I , al ;I ";1. �� : ,,fit � ,ti t` ,'' J' , L �. q' 12 t 1 t.' F ,4 �, � %4 at 1' i . + �;. ;., (( I . i ,, ' " y r � s r (�,% Yw ,� �- �� 1 y %s.'�a� N jjjj "_ '.�,V 1 I .' ky ro v +i, > ,, ±. 1. F t «I ' >, t 4 't ,.,. k ,� v. 1' }�� .. . , a :: `,.��:. i ,.. +,.:. Ear „,. . rr . » al Nirtted from TOPS! @ 1998 ildflower Produc P 1. +i l ]�, ' FJ J7 ..., ,�." +�� I k'+ ,4 , ti ,,'.. N bI ; .: nv c ,t� v t",` yy...;•Ai''+�, 41, j, •; tit, ^:\` t i i,.: yy��;�M1 C 1 f 3 x r j P� }� L "k ti �," 31'?, f.' , . , 1 �'; , �Fr 1 ax L"hh, t 11 1. ,...r , . € s y�', t r.. b all h«`` i ` :>,` �,. ; r j, , `fir, - 4P 5 .:: R f }4v r } �.r. «• i T « %'". ,a . z s trL4. 'S LOCATION MAP SCALE: 1 "= 2000' -t ,�. , 4 t� 1 Z�-,1. firI P", �' " LA;M,4 .. �_ . � , t( MARCH 3111 2003 gi1bert w. difford Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 & associates, inc. • Land Planners • Water Analysis 117 E. Piccadilly Street Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DAi E: THE RESPONSIBLE LAND DISTURBER IS THAT HAT PARTY A TY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. T S1...t E.E'T INDEX 1 COVER SHEE 2 SITE DEVELO'�MENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 PROFILES AR SECTIONS 5 Ml CE LANEOJS DETAIL S L S OWNERDEi/ELOPER MARATH OI1 BANK 4095 VAL'.I AVENUE WINCHESTE.R, VIRGINIA 22602 PH.- 540-869-6600 Approved by Frederick County Zoning Administrator ��J,-/ � �,d 0 Site Plan Approval Valid for 5 Years From Date Shown Hence Date P\1 1 H p,r C LD A, MISLOWSKY, JR. Z C7 NO. 020674 ti CjI-7jv3 ` , " IT"' PLAN, P:t t;",L �X) - SV YJ fl s,`00 - S._�.__JA__I_�--(33 Project Number Sheet Number 1 of _ 5 REVISED 6-17-03- PER REVIEW AGENCY COMMENTS - BY J.D.S. z 1,� ��N� I oC�Q�Q�O�q N�NZ .,�0L 10 F k Z m i ,,,j \� I 1�Li PROPOSED U/G ELECTRIC 217.80' o ,.�` ':� i :. c ' r�\' 'ELEc1 ElEcl 1 ` F =! ;� `�\, . X CG-6 CONC. CURB & GUTTER (TYP.) "'� •-.. __ v-.st....__.. . ........... ... ___. _ ...._..__-_--_._._.._________._____._____._.__..._--,_._.-_ _._--_.._---_.......- " i; 1. PIN 75-3-9 MILLER AUTO SALES, INC. DB 793 PG 559 PROJECT SUMMARY BOCA TABLE 705.2 REQUIRES EXTERIOR WALL FiRE RATING TAX IDENTIFICATION NUMBER 75-3-7, 8 and 11 OF A MINIMUM ONE HOUR FOR LESS THAN 10 FT. SETBACK. PLANTING SCHEDULE EXISTING PARCEL 2.527 ACRES ALL EGRESS DOORS SHALL SWING OUT IF OCCUPANT LOAD EXCEEDS 50• SEE TABLE 503 OF BOCA FOR HEIGHT AND AREA LIMITATIONS FOR BUSINESS USE. I ZONED 52 PROPOSED TRANSFORMER P7 I USE: VACANT z 4 07 RIM=73`;.15 o o 1P u� S 61 ° 12 35 E 400. 00 (TOTAL) IN V. - 724 , A 9, 150. 00 ,6 � Z COMMON NNE SIZE AT TiME OF PLANTiN SPACING QUANTITY o PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 12 RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 12 BRADFORD PEAR 2" CAL 0 6" HIGH AS SHOWN 12 0 HETZ HOLLY 36" HEIGHT 4'-O' O.C. 76 DEVELOPED PARCEL AREA 1.531 ACRES ZONING B2 ADDRESS 4095 VkLEY PIKE CURRENT USE BRANCH BANK/VACANT PROPOSED USE BRANK BANK AND OFFICE DISTURBED AREA 1.3 ACRES SETBACK s REQUIRE p PROVIDED - - - - .N - , - - - - - N m FRONT 50' 183.5' I� EX. 5 PARKING SETBACK ' 6.00' 2 � SIDE - s r rn. 1 ELEC M 113 REAR - 6 LLU! C:. "$ EX CONC. DUMPSTER EIEC I ELEC y'' SEEDING REQUIREMENTS PARKING 5' S•5' PAD W1 FENCE '` ; ' F ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM BUILDING HEIGHT 35' (IMAX.) 26'(+/-) TO BE REMOVED I 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: EX. OFFICE AREA 8,644 SQ•FT. i 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. PROPOSED OFFICE AREA 6,000 SQ.FT.(FlRST FLOOR) _7 EX RF.,'�fAIS OF -.1 1I . CONC, FOUNDATION '" 1 LB. ANNUAL RYE PER 1,000 SQ. FT. TOTAL OFFICE AREA 14,644 SQ.FT. I 70-120 LBS. MULCH PER 1,000 SO. FT. PROPOSED STORAGE AREA 6,000 SQ.FT.(SECOND FLOOR) `, : : ,, . , . . ' } TO B£' REMOVED TOTAL FLOOR AREA 20 644 SO FT x I ) CONNECT TO EX. CURB. �,':" !� ' �: FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE II :I' _ r:•_ f'" I FAR ALLOWED 1.0 I ,> ' 1 , MATCN LiNE &GRADE : TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A ! h'. -, : #' , FAR PROVIDED 0.18 !t: ' �*i. s • MINIMUM LINE H E APPLIED AT 70-120 LBS. PER 1 000 FT. ,. 1 t E SHALL B E SQ. d { 1 A' } I I 7 %f: , i MINIMUM N M AREA 35� 0 62 AC x ,. 4.Ff $I.. . U LANDSCAPED Ea EX ASPHALT ,,�,. „• 1 . REMOVE ,� It _/'� ,' I co -- _ ,_ �• , - ;, :I'. '' LANDSCAPED AREA PROVIDED 0.780 AC. 36% R _..... ...._ ...__._._......_._._._.._._._-.__......._..__._,w.._. PA KING LOT , . CURB �' t � , �,� • �, I r , N .p ,1. PARKING REQUIRED P N %� , ` � 'i 9k' I } I M , y t oo i�R S OFFICE SPACES 1/250) I ,'! I i , j 3y f ,t �. w. 0 0 ED - - 5ss a2 ti , ; 1 ilk s r I �' P/N 75 3 19 HANDICAP sPacEs /loon) s4 15 r; I I ti I ; I ; ; cc-12 tip`'' is 12 000 S.F. OFFICE 9UILD NG :1 ' 'I t I ` 1, C/) o• . 6, .. RALPH S GREGORY A IN 0 1 i `` !! I i ,• ' i I : V-1 0' STORY , ! L.-i -fit • 1, i I c„ ;, �_-. _.-_.... _______._.._.,_-_-_-.._-._--....__-.1 k a I i o' ' . , • ' * IN,....'. • !' r ' LOAD G SPACESI4� ' I � �1 ,. I I-- ,$ __.._•..--r_._.� (_ _.._._.._-- -. ----._..._. _. _ _.._ _.._.�_....___.__. �' i; , �,HGHT, -26 .•FT. � , ' ,� , ' I PARKING LANDSCAPIN;► i �l •' � ii c� I" EX CONC. WALK � I ! - .t4-AL• : ' ` BLDG. 3 ZONED B2 \� N }} ¢ c� _ _ _ _ _ .- _ _ _ .___ _ ___- _ _- l'l, , ; , �. ' • / J: 6000 S. F OFFIC-FIRST FLOORLEGEND: PARKING LOT PERIMETER 1430 FT• USE:I CD VACANT i v - i! ¢ ,, , i 1 y,W } '• 8 • j k''' 600D'S. F. STORAGE -SECOND FLOOR ( PERIMETER TREES REQUIRED 36 (01 /4o FT.) v Q I o j{ `� I �! __._ .._ _,._____---�.-.,_,..J � �! �� j II .� � :k • i ABBREVIATION DEFINITION I � � � u j , ,n i <t I I p :� ,,�'"�'• ;, INTERIOR TREES REQUIRED 10 (01/10 SP.) (92 SPACES) Q �� II �-- " I. 4 I I ; : �•-; . : 11.2s �� STORAGE USE ?S ACCESSORY TO f '` r` i , f „ i x ! I r!, - • o CL. CLUSTER TOTAL TREES REQUIRED 46 I C Z i li x s w o ': I o I -I x _ r �s-ONSITE OFFICE USE v I w I ,.:. h W I I - XI N TREES CREDIT 10 - II Il �, I i W,• �' ° CMP CORRUGATED METAL PIPE E sTT G ( ) h � p (I I i ____ i ¢ f „FS: 2 Oo' 2D.0 6.DO ' - __.__ Z I i-.:__.._.,___ j w :20.00. �- 2 0' l' 2 X ADJUSTED TREES REQUIRED 36 v W I lI ;J i --- --.--•__, �, , EX CONC. WAIF I ECB ELECTRIC CONTROL BO Z �, x 6 �� ; I ..__ - -_-- `< c� • ; I TOTAL TREES PROVIDED 36 � w 1 i �J\' ;1 I j Y j -7, R , ?Y / ~'`� ELECTRIC HAN H h �� 1 `� Ik J _, •(fi1 • f• : EHH ELEC C DOLE m ; ti4P II E . ; f' ' ' CO 'f,. PARKING LOT LANDSCAPING REQ'D. 1922 SO. FT. 0 5% I. x18 i �' 1 v a F.F.E, 739.03 ¢ 12 E� 1e VATIO N O � I INI H D FLO R EL F. F S E 0 E .- \ F.E. 1 FT + •: tk 44' ...i _ o � : ' : '. • ' • . �:� '. ' : • '• '. PARKIN LOT LANDSCAPING PROVIDED 3520 I__ Atv N�X1 __ /,��• Ij ' L_' -� I I w o f�� # ' MOVED rL FLOOD LIGHT i , I. SEWER, :L4TERAL : , F011AI� TOr ; i r rr o i Q q Yr I.• •' : ; . TO' RE NOTES: �, 4 \\` ,; ; �z v f x j I -.� .ram i. I•'•',: a'. 6.00 GLM GAS LINE MARKER \F `j I f p to I w II x �: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE k ¢ , ! w l : i ' GV GAS VAL REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE t C x � I z AT H X PA M NT � M C E. VE E T P OFF -SITE GLARE. _ , LIGHTING IS 0 E CONTROLLED TO PREVENT 0 TE �'� c� 2. ALL UG 6 NTIROLI.E __.. ,cn j �, s : CL-UT'' ;. \ INV. INVERT o .w ' iI w (D •L------•- - 'i? : - - - - - - - -1 _ __ LINE I c� '. i' - - - j - s L E &GRADEi'' I H I ACCORDING TO BOCA a. - i- i i e, 3. All REQUIRED EGRESS SHALL. BE ACCESSIBLE > R I) �, F ,- I ; ,`, E4U, QED , IRE IRON RODFOUND o PIN 75-3-8 I x 1 -`�-r i - ,,..� © I w Z .+ate , : °'r ANO A117.1 92. c� { TA LIGHT POLE I I o. �' •� MP N MLP METAL L G E �' +-+ I t1 (� 1) ; Q i,'. „+ DU STER PAD TO BE SCREENED •-� o �i ¢ ++ O ,� :v'�•• •Q • • 'Cl UT •'. • Q, � :, °A, 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL I I - :: . f 1 32 670 i > �: W �o a SQ. FT, Z to i _. o , , (: .v) ,. ' i : .►. o BY 6 OPAQUE BOARD FENCE WITH Y MSP METAL SIGN POST ,� N , ,( O U 4,-...,._._ w o� ..Q . ;N , 1RED, z • : e FEATURES EXIST. --- ' ' ' • ' _I I :.._ Cif .� . _ r ' o •- r x p DB 811 - __ - _. H z '. ','.:: : ; �'1N:7 .3'• :1.. '. ' '. '. :T :.: :. :.:: • : ' �'' :: �'', �• DOUBLE SWING GATE AS SHOWN. IP N AN PER FR ICK COUNTY FIRE J (- PG 107; � U Q o p 1... .. o. , 1 • C� 6• - y„ , RCP REINFORCED CONCRETE P E S.ALL FIRE LANES TO BE MARKED D POSTED E EDER O o W # f / i. '• - r '' NARSHALL REQUIREMENTS. oo i' - `° .X 45 00 S'' FT. '1. r SANITARY MH SANITARY MANHOLE ' a N n X II II - (n o '-'' . I Z. '. '• '� - - ' - •' ' �' TR TRANSFORMER 6.ALL UTILITIES TO BE PLACED UNDERGROUND f �- , �;'1., Com I v ..i, : ' �; '. •• ;, :�;%�'. • ikC�R:5_ S' '..: r., I 7. NANTACAPPED SPACES AND ACC SSIBLI Rc>u1E5 MAY NOT HAVE CROSS SLOPES WM WATER METER OF MORE THAN 1:50. THE ANCCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. T_ � >D. E- � ter- ; .... _-..__...._._._; h0 : x x .'` QS ' : ' • • • . • '• ' ' ' • • ' ¢• '. �- `� STRLICTURE Q i C� l w w: ' .�' : I D�' 924G'.514',; WPP WOOD POWER POLE 8. HANDICAPPED ACCESS SHALL MEET ANSI 117,1 SECTION 4.1 r CO °�,° i II a I S 61 ° 12'35 " E 217. 80' x ! °` • s:,a: ( /Z TO BE REMOVED _ 1 _ _ + : WSP WOOD SIGN POST 9.SIGNS- SHALL BE LOCATED 35 FT. FROM FILE OF CURB AND 10 FT. FROM h = MAX SIGN AREA,-- 150 S.F. 00 Z i i •: Cn I _• __... _._.w_. __ _ - r;` (� . :! tel: • . {'• :• : ' '. �. PROP. N MAX INHIIHT , !' RO LINES. SIGN E G 35 O -# W .Q `� - �. _._ A i _ .. ; ,, ; . __. - . • . , • . Q : ,i VALVE 100 S.F. IF NOT A FRANCHISE USE Ia. , ¢ �..1-... '�'(�'�' �••�• ' �;, I WV WATER V O x t. • ' f. ,•I'•M . :!: : T r LOC US i I A ••�: ' I I A BUILDING v, ,'. I N WITH THE w N A tilF U LD NG DE w - �� ` i : 10. BU LD G SHAM COMPLY E RGI UNIFORM STATEWIDE B CO I may, M ,: � •. II •. • ,,. I_.___._, , : M • t I ! I' C, c�: AND SECTION 310• USE GROUP B BUSINESS OF THE BOCA ' !, ' M 00` a , x ¢ ! � MAPLE O Lid w s :;' ' yG : ,: ' NATIONAL BUILDING CODE/1996i. OTHER CODE THAT APPLIES IS CABO ALL L.. 4 1 < TT X NN RB. I CO EC 0 E . C i ... � ' w • •'.26. 0. •� 20; 5 0 !�' '� P.`, , :I• ' : ! 0 0 I 7.1-92 ACCESSIBLE AND USAiBIE BUILDINGS AND FACILITIES. i `� 'S t MATCH LINE &GRADE ; PEAR 1 ! 0 00 2.D0.. j 0.00 fib. 20. 5: �9 11 No OUT DOOR STORAGE F•E. 738,92 EX CG�N�,. }.' 2 00 oRAGE AREAS; PROPOSED. i-____ 1 WATER SERVICE s1 \� B AA RK I( PO 42.47 I , 12.FIRE LANE MARKINGS AND SIGMAGE ARE REQUIRED AT All_ FIRE HYDRANTS ARE (/j I A C is r QU o LIMITS OF CONSTRU TI N �:. i 1'• C > `�G DEPARTMENT CONNECTIONS MN AR' NOT I PARKIN THAT t D E C NNECTION 0 ALL E O D LENATED AS G i 'i OP OF FH i1 AS a I I x y �• T IS i �i Vi N XI TIN T� P INGRESS THE BUILDING X / S G CUR D RO DE RESS AND EGRESS EITHER ,0 BU G SETTS E B '• � E LD ENTRANCE _ a; ELEV 737 42 •�-.._ PO MOUNTED HANDiCAP PARKING SIGNS INSTALLED PER VIRGiNM STATE CODE SECTION 36-99.11 THREE REQUIRED ' I I ' ,i I ( l i IIy.11 I I ~ i 1 ( . h, I ." ^F 's�� " �•, _ < r _L� , , ,-:;a., ; i +_'� , �� - . I I -_M 4' SIDEWALK _ I---,-- Iy = I CONNECT TO EXISTING CURB. j MATCH EX. PAVEMENT i MATCH LINE AS GRADE. ' ' � I, I LINE & GRADE , .:� ; , j � o 6o c p I ;i I I EX. CURB TO BE : , ;Z;`.:. >,' 4 C o � I; 1 1 _ I REMOVED t ` ' ; . le r �' '� ASP A T I 1 ,I C `� 11 Ir o i 0 A H x I M TC E. S DEW ••. E LNG L PARKING P A � { c� ; .: :I r '.._:I - LINE &GRADE MATCH' EX..: AAVEMEJVI"''I .:'' Il x s I , • r Li(VE :&: GRADS . : s. Is ti ti wIi 11! I I i 1 ,,. �?, o 0 i :i E XB RICK I• i S iGN i 1 r`,'- i'i s, u ,.1 r'�`t o �i Ik � �• ./i p Q { • ., + R S�• dINV• ,(729.60� _•._,-- _ - 18" CMP O Q m I 0 1 51 U 1 U 1W k � CD Q C� x = L,..I t .01 I i \0 I EXISTING CURB TO I, I BE REMOVED �,, I"' I �', I CO CRETE F rf� o 11 j \ N) \ �� \ . , '..._....-.-.__.._..-- o Q _._. - __.._,-.. �•, \`�` -'�-�\-J�, - �\� N 61-12'35" W 82.80' ..___ � _ .1 a _._..._._.--._ ,_ _ I ._,_,. ..1._._.... .--- . _..,,.__. _. .....,...._- ._.__.._._... _. _._.._ I. _ __... ....... ..... ....... .....,,.__... . ................_._.. ,. .-....._....,.-,..-.-.__-..._ ....-. --.._ « .. _._....,_ ___ : ._ ___ .. _ E9BE REMOVED I'''' I - •�'. -r- "' L(� AND/OR VEHICULAR TRAVEL WAYS. :'1' : G yl ...Q I J • � cN LIMITS OF I '. r, �. c J. ' invert Summa i d.' '. S ry I^ / i '• �r- F` I CONSTRUCTION CTION COS U 1 (( •' Sr 0 �� t • �o culvert In . In Inv. Out L ft Din. S /o Type o ,�. N S T 4 I T . � �: R THSSI E '. o •, X PA E CM 72Y 727. 7 �' 8.00 60 6 34 X 24 PA o cn I ;• MATCH X PA M - MA E . VE E TY PE.- / 1 TY E• D 1 72 7 7. 1 60 2 1 5 0 6 36 030 PP 3 C o LiNE & .GRADE :' q' .o Lu TOP=732.75 �. t - 2 7 I '• - 2.42 727.40 15 0,50 CPP 0 0 Q /VkS 727.90 0 1 1 7 •I 7. 0 9� V 3 72 ,50 727.42 15i 0,67 CPP o EX. RO K'. UUfCROF' F, o PIN 75-3-13 y a° , • 4 7 2 77 90 2 .50 7 1 3 P 5 0 55 P i /. DEBRIS.. ' R: C '. . R ORY I A PH S. G EG 73 1.L ii 2. • •IN cc-s (• . D. • ' o, 5 72 .20 727.90 64 15' 0.47 CPP ,� Y P 14 OB 913 G 29 EXISTING LIGHT P S NG L G OLE :� :4' � i E �S JAL DEW See e I s cia design 9 !� P TO BE RELOCATED • a •. •• ; �• ZONED 82 � '' •4: . `L - ' ''I ' !R• ;4 �''. F E tJ1'DR 1 a; �. ( 5tr to a USE.' VACANT P 4 r K o� ' Y. S DEWAL ASSEME r»' L i m (� 3 Storm Inlet Sum mary a :�, T Iv k o Cu Iv °�• ��• .r STR 5 ry N\ 3 1. �• O tr. N . 1 S o n In Inv. v '�� t Inv. In. T ElIv. Out o E I . Type T t e Throat Inv Out ft. r !a- P P /- P TY E.• D Y -RELOCATED L G 0 ,� 28 ». �.�; �' • 4'. SID 'K, •• .,� , •, TOP-732. 10 EX CMPA 72 .00 728.00 - - E)(CMPA - - 0 - lnN T 7 � •�. ov 28 20 _ 1 . o _ G 1 7 C 6 2.60 727,60 732.0(0 ;c v h - 6 8 ault 4.40 ,.'. �• ' 2 7 2).42 727.4 �� : '; 2 731.0(0 DI 36 4 3.58 ,;,.1...' - R : REMOVE EXISTING LINE AND SLOW OFF ASS'Y h` . ' 4' :S� ALK• . •'.e V' 1•. i' - \j (, \ . 7 3 2 ri. 727. ' �� • 50 5O 7 W. 31. f0 I 1 ;, D " 0 D 3. 50 1- 4 �� `�,-� x 5' N i 6 BEND �. ' - - a 72 .90 727 9 7 2 0 3 .7, 5 DI-1 4. 5 it CONNECT TO EXIST. , _ �' O ' 8 1 �- >?.. 4 .2 'S �. �' 4 WATER -* .: '' ' 3 R METER f ❑ IN _ �• UR MATH _ ._ 728.2 i 0 732.1( 0 DI- B 2 8 3.90 4 r AND GRADE. i � _ - _ 35 . �R : : '::.: '�' ' - _,.. ,� .w_ ��• Ii i �- � . ,'- -.;,:° • PROVIDE CG 12 ACCESS RAMPS o k { ( %.. IN' _.. ,p ', Non s ndard height structure EX. SEWER MH ` � ?' ' "L AS DIRECTED BY VDOT INSPECTOR . CG-6 I. RIM �32.73 it Iij1 sffffffff ' 4y, EX R, �`3 ' ( INV.=723,03 } Ij "�' _(3k1 f Ql;�T� 11 1 iI o .. 1, ��o \`' jl/ ,p. 2-34%24" CMPA 1 i1 0 �;�I �\ 1 `' TO REMAIN 4 5 \ %� _ _ �i % ___.-._.___ ___-__ _ - -__ 1L -_ .____. �. _�.__.4 _ , v _ y �� . __.. ..... ...._..._.__...____...._..._ ..__....._.,.•. GR A.._ .- ._� ..__. __ .._...r....__..-__ _-...-...__.._. _-_._ _-.._.__. -__ .-.._ . _ .... ___.._ _.._.__._..__.__; TE � 3 .54� STR 1 � ` ` _ E SE INV.-729.74 Sxs VAULT V . N 0 �R',LL '�' �' TOP=732.00 �, INV• IN= 727.60 iNV•OUT= 727.60 11 1 VA. SEC. ROUTE 1091 - MARATHO DRI (50f RIW) RIM=7 1.`8 * PROVIDE INVERT SHAPING PER IS-1. IN b`, = 7� 2 `58 SEE DETAIL SHEET 4 OF 5. Unposted Speed Limit ADT 960 ,._,.__......._.- - -...._ . _ _ ......... , _. _. .__-.......------ ..-_. _ ._... _.....-- .... ...... ....._-__ .. __.. ___-- ,:; _ .. _ VA T OF x6 CONCRETE BLOCK UL 8 ffj 11 PROVIDE CONCRETE SLAB TOP �! WITH T-MH-1 ACCESS. _ , b �, , *,l /.i - -'-• I 11I I_CONNECT TO EXISTING CC-6. MATCH LINE AND GRADE I PIN 75-3-6 CLIFTON & GERAIDINE BORDER DS 827 PG 1444 ( ZONED B2 I LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' � LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' V LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. USE, INDUSTRIAL i9RAPH/C SCALE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. e �J 1=1 -,G-�6 __,._.__...- _.� 129.4 SPACING .,P. VIDED - STR 2 TYPE: DI-3F TOP=731.00 INV•=727.42 36 x36" TEE (INV•=727.42) (SEE DETAIL SHT• 5) IN THE FIELD. LEGEND EX 6.0 _. iNV, OUT=72710 Ell, G ,A,-; Nl I PROPOSED CURB &GUTTER CG-6 . .. G . ''�:;�. lid ( ) •'•'•:' •' I' PROVIDE ES-1 MOD. ,� (ArPF LOI r�I';:1`k ,jp,00• ' ( PROPOSED CURB &REVERSE GUTTER - . .......... . j r P� I� -,� t ,T7� PROPOSED PAVED AREA (8AIN' 21B/2' S�1 2A1) . . . 11 4. . . . . . I . I �.. � 0 �. cam/ ,, , - ' G - - - - r �; , - - - - - - - - - - PROPOSED fANCRETE AREA ;; " ,' ,V<�) . ;- _j ), I , , . 1M _.... - - ;.L .� ,,. ,..�...,, , u 3 G4S rx . r m r 7 EX, ]0 ..- DRAINAGE &UTILITY E..-. • v PAVEMENT TO BE REMOVED _ - f -�- 5u -- - -- -- -- ' - EX. 8" W 41 PROPOSED GRASS AREA Q .. R EASEMENT _................. PROPOSED EASE EN AREA ,�JS. �'• e (APPROX. OX LOCATION) y • •Q ( LOC 0 ) :"� ' ZONING BOUNDARY ........................ ZB ,. , •. _ �.____._..._..._-....__:....._,,_...._...._...:.__.,.._......._._...-,,___.�_.._..._:_'-.�.,�'_.M_:_•-..'.:,, ...._ ._._____. ___ W_....._._._..,_.... .. ___.-.__.__.._._..-._._....___.._._.___.__..._._.__...___.....___...._.._..._.__...._._.._._._._._..___..._..._......._,..__.__ UTILITY PEDESTALS ....... - - . - . - . ... .. - D a EX EDGE OF PAVE T 36.0 EXISTING STORM DRAINAGE &STRUCTURE - ' - - ' • ' ' 1-6' GATE VALVE PROPOSED STORM DRAINAGE do STRUCTURE - ' ' ' ' . ' • . 550' S50' 1-8W" TEE PROPOSED WATER MAIN - ........ . .......... _i W,__ SIGHT ISTANCE EXISi1NGWATER MAIN -.•--• --'-•'•-•"-- -- 0.06 MI° TO .S. ROUTE 11 END EX. 8" RIM=730.00 . _ �__- PROPOSED FIRE HYDRANT- ... • . • • • • • _ • • . • • • • . P WATERMAIN INV, = 720.1 O -_- ,_._._•_._w_._._� _=--=-_- _ _.__ ........... . .... . " "`�� - PROPOSED GATE VALVE do BOX ��► W+�� ____,_. ....__-_---_-' _..,-..____-._._..._.._._....__._..__,__._..___ -. -- _.r..._,_.._ _•...-_._---..._.-,•_.,,.._ _...--- j� �µ = - _.._ _,._r_____-____,_x__.._.-,,.___...__.._..,.....___,._.....,___.._._..__.__...._.__.___..._.,..._-.._._-_....__.,__,..____........_..:___.._.._...-_..__-. EXISTING SAN. SEIYER AND MAIINOIE - ............._-_...____.�•�...-_.,: f_X. 8' SAN. SEWER ..-..__ .......__ _.-____.__ _.___ _...__.-._ .- .--___ - - �o PROPOSED SAN. SEWER AND MANHOLE - ........... �S.S.+��4S.S.t- -- - - -�- ` - - - - - '� , UNDERGROUND ELECTRIC SERVI(CE ELEC - . . .._........, _ .. ., ..1._"..'11. .... . . ........_ ,�� !9 ., __ -1,_ - ._.._,,. _.. ,, ...... _ M. _ PROPOSED UNDERGROUND TELEPHONE SERNICE - - TEL1 STR 3 BENCHRIARK11 PROPOSED GAS SERVICE .................... .--!GASi TYPE: DI-1 2 NAILS IN WPP TOP=731.00 ELEV.-731 .34 1 6-17-03 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. iNVS.=727.50 2 7-7-03 REVISED PER FCSA COMMENTS RAM PIN 75-3- 70 TRIP GENERATION NATIONAL BUILDING LEASING ITE, 6THEDITION ESTIMATES DB 693 PG 469 ZONED B2 USE.• INDUSTRIAL p,\- H O F � � � � THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 775 T.P.D. USE CODE: 150, 710, 912 gilbert w. clif f ord �`c associates, Inc. NO. DATE DESCRIPTION BY CHK'D. REVISIONS MARATHON BANK PROJECT NO. O onald A. Misiowsky, J CERTIFICATE NO. 020674 Z 02 674 R GISTERED PROFESSIONAL - ENGINEER - Engineers • Land Planners • Water Analysis 9 y 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHnNF- (540) 667-7139 SITE' DEVELOPMENT PLAN DATE: 3-19-03 SHEET 2 Culvert Summary Y ::� I fib` culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type = v d EX CMPA 728.00 727.60 67 34 X 24 0.60 (2) CMPA 4)'Y ` h 1 727.60 727.10 165 36 0.30 CPP m Q 2 727.42 727.40 15 0.50 CPP 3 727.50 727.42 15 0.67 CPP +� + + 1 ; 4 727.90 727.50 73 15 0,55 CPP 5 728.20 727.90 64 15 0.47 CPP t I See special design �� N I L PROPOSED TRANSFORMER PAD + ,.•' � � ' : Str top i� y 77�i Storm Inlet Summary To Culv O m Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat Inv Out (ft.) a RIM= 735.15 : + EX CMPA 728.00 728.00 - - EX CMPA 1 +� V, - 724.45 -)- _ _ �Z�1 1 727.60 727.60 732.00 6' x 8' vault - 4.40 �tx`b )i p01 j '``L� PROPOSED U/G ELECTRIC a� ., y -- - SF S , ,.: ! 2 727.42 727.42 - 731.00 DI-313* 4 3.58 ll 4*�. � �� '-�ElEC61 'QEC� - �. C� EX CONC. DUMPSTERC f �+ `� C 1 QEC '�.`, t j 3 727.50 727.50 - 731,00 DI -1 - 3.50 Z ? ter, :� J PAD W/�FFNCE_'� ` 0 z �. , t 4 727.90 727,90 732.75 DI -1 4.85 X CG-6 CONC. CURB &GU TTER (TYP.) ;�' .•✓j�°'�° 1� og~ a `� 5 728.20 732.10 DI-2B 8 3.90 } 0 W Non standard height structure h• V' a i ... ..-;: _ .. _. .. .. „ .. _ _ ._.._..._._. _w. _•----�' - � .t ,• T 7 EX REMAINS OF : - i...... .._._... _-...._. _ _ . ...�::-: :...::_:.,:.:-.: -ate:-•-, � _ _.__..,...._.. 1 o CD c FOUNDA U '4 . GJ�y • • I i V J A', _ 4 ` OUTLET PROTECTION SUMMARY W (I c�NNECTX. CURB`° _ __ ___ 't, ( o w ; l MATCH `Etil &GRADE \ "-� �. �� _ 73 �� '10-� ` ,�x "- '�'•------- ! Culvert Width Length Class fl jj _ �� J I ;( 1 ;' ••'•. �:it 1 9 14 Al121 x ©°1 g� �g. EX ASPHALT �� REMOVE.. �,� ��' �' : ' �� •�'' �o®��'.. PARKING LOT ��o �o .�`°� NC LEGEND -\ i , ;,i . ••,•• } ; ,f ___-.._._.____.._�'� LEGEND ,. I� I � ^�1 ,g . `' `` ^�''J� ` i ~ �10 I P1TOP ` t + EXISTING STORM DRAINAGE do STRUCTURE � o :. _ _.: . _ ,� ., ^a`' I i � `''�°'I I � J( �•� j � .. .� 4 s 737 ... (J�' 1 � •` _ ... - - - `"� ; PROPOSED STORM DRAINAGE & STRUCTURE 12,006 S.F.: O�iCE B(IIDlNG ,L w ., \ i 1 t , A PROPOSED CURB &GUTTER . • • ....... • • . H o �� ' IV) i y 1 E c Nc. • ' ;' D' STORY a r7WALK8 FIGHT =26 FT. DRAINAGE FLOW- ................... D I I s _i r- ( b'UU,p'`SQFICE FIRST FLOOR' EXISTING GRADE �- 0 �� i i .� ,.8 ••.r.. Ejj w n f:`; ti�J l�� 0 ST�RGE-SECONDODR is _ .................. o ! N U i t I Q { I r I U +�` f 'ti ��•, T + + f PROPOSED GRADE �.,z x i ,I �� z A, y STOIGE USE IS�ACGESSDRY TO'_. : �� PROPOSED EASEMENT AREA - ............. f w i, i w �� } �o ;: _ •.�, OFFICE USE: _ ; ", � U i ! D�, 4>R� i • I �'? •' • \ : : PROPOSED SILT FENCE ................ Q `h �..: PR PO SF _ [L E +.CONG.._.1111�1 •; { ; ! x � w• � t 1 i 5•. �' V I �Q\ ,4Qj' ' J �8 CONSTRUCTION ENTRANCE �'12"x18" Iv1P �. it �� Q F.F.E. 739.03 v+ ' Q ` i , • ' i - /�- - * "EX CO,NG. �� _ iK s `'. i - l `�i'' FOUNDATION �,' 1 , : :' + / RIP RAP CHANNEL LINING - ............. ui % h 5' fl CL+ 1,'1 1 i i '' i1 �1x ti? L ' 4> >+ v Z U L LL `� • • i ^' I I 1 SILT FENCE INLET PROTECTION IP •� Q s 3 GAP �1 � ` x - - �, z ( x ''`' MATCH EX. PAVEA(E'1,{!F 4 Si ( �,• I 4.0 O - `� 1 j� LL.I C� •;.w 1 �'J� I `� : ' L_ - - - - - - - SILT FENCE CULVERT INLET PROTECTION - ..... t F �, LINE & GRADS ; , do w - �, Q \1 �� 0 ... Q�1 w O Q) k { 1� �� 5CA - 1,Yj =i ( ! ` ! ' . y r' ; dn. ` • f •:. ; J ROCK FILLED CHECK DAM - . ' ........... RFCD W E -� cL �'� __ _ t 4 Y Z Ln i i '1 ^a at , \ ( i rfi ( i : y r' y,' a ' ' • :« . �t ; ; ` ® "V e.K•F-51 i� •a C3 ... <c w I o 0 w i. U • ' ,--- o v.j•. , ' : • to tLL1i ' J th 1 • C U ! I i i { ••• / j5 1 l: \ EX CONC. CHANNEL LINING, W W t i I �� ''• Q h� } �, O� �`� ` • ` , ,' - STRUCTURE `O x�.� �,. ,: I \' o % �^� ' s `� .y� g�1 i ,\5 Q ; h STANDAR D/TCH SECT/ON O t.. �. _ ;;, �CD o G gC `°� CONNECT 70 EX.�t;URB. j 1� , w C� d' y`1V r NE E �r�'� _ - -- AlATCH LINE &GRAD '•. F F E (738 92) EX C¢NG �, J ( i i r Ditch Detail Summary g .0 !`�•J� II r i� %� I 8 Kl!, R ' l , '�, { I �• 1 �J�• •• i' ! •• /; 1 `y� �'�KtJ ` : .✓ f TOP;OF H / + / I +,_, ELEV!.-7 F. L"' '� ... __. f ' j ' I i Oj` n oo -) ��•,,� \1 f/(7 yob/ ;/�/ ,� �< < `, (Xt``h y '1 • ` 1 1"3L � 3P, .4 ✓ _ , • MATCH EX. -,(.PAVE E r ''7 / I �� r/ TYPE eO/ 1 ( MATCH ;EX. ; PA MET ��,^a `l -do""GRME Ey U TOP=732.75 Llgj &I GRADE i S +� ;' ,^� � rb { W i ,� I ' ; �� INVS -727.90 ��r i % 1 1 i it Ira tij ': v �:• > ` �` 'yn i '•,• : I : s ' 1 { { { E ASP A T y. (73 IP PARKING L)T ;�=•�•--_ '�- � �� `'y 1 f ,° . LN Ef +APnM- E, 01 tiNE��7NWE;'��j ' r I� ,J�Q�'••) I Ditch 1 2 Location East Side Marathon Lane Side East Side North Road NA Marathon Ln Begin Sta Building end Culvert 1 End Sta Ditch 2 200 ft east Ditch Type V TRAP B = Base Width (ft) 3 3 C d = Depth 2yr (ft) 0.707148559 1.704435823 D=Mimimun ditch depth (ft) 1.1 3 Lining Type GRASS GRASS Mimimum lining width (ft) NA NA Anchors per sq yd NA NA 2-Yr Velocity (fps) 1.1 1.5 C Is !' M ` �? w I, :: OM �� .� 0 t7 •� �j O`W�� d v-LL �LL� 7 A J 0. O 0 wa-"'��ow UO , _ t- co ULwi Z a ��ww W i i I I is 1 t o i 1 11 �, -y \- t�. :+ • • v U --735 '�/ 11 f�'� '. �,.' :Y_�' \,, ..... _.._ _ x TYPE. DI-2B I" ,�` �+s do 3 7I.- {psi , � -"ar._ •1 1r \G, 'r l`.i. ; �'I' ; '�' U.x �i\�C �.. ....,._...5;;+, hR:.� {f'_.. :: �_ 1\ : a `/' t `J� /.^ `7' ; '� 1.'Y'• •, ; T P-7 _ 1 ?� -- `'' ,�1 S y . � ,' i' ` _-~. ; �, \'y � ti\ •. ; INV OUT?728.20 . 1, { �• ,� R; +< r.•, `'' V"" 731 ��11 , _ \' y, 1y �' 1�ti "' i ' + •0 CONNECT j0 LA01. _ ;7 St`t.,., ! - S _ _ �- V\4) 1....,.. ..:� : URB MATCH U ' � ''BR � , �� `' ��,� �1 735 - . _ (({ AND GRAD - I ••.1 ).7_ �Vi c' ,�_,� • • 734 !t EX. SEWER MH I. �� ✓' •••• J,%. �.'.\Y ;.. + S� ti� ' RIMS • 73 �1 PROVl Ct,4SS Al RIP RAP '�' , `ti°� = .. 1"hJ I x.. �' ! ! ✓` �--�i' •.:!� �rY_m �. _ �, EEC-1 �.� SEE 5 "FT WIDE, 8 i? LONG. ��-CF� - �• ,; f, }: r PRAP 41 `L 1�'� + t ' ' 1 i tk, J� ETA L 'x'' `�' Y ,��L : PR DE E n • 1 DITCH 2KV `P,' a:\ *\� �� 1 73 ,cS �'P` \� J• �'U�\ ,, o C��:�t7r� .... .. � OV DE + �. - ti r-34 x CMPA i '� _ _ _ _ _ _ _ __ _ ; _ .. al 17 � •: - _^ y _. a 4 t '� Oy_ 4 1 ,t c�j1 T t - - - - - - R MAIN -, 0 E _ ---- - --- -- - -�7. _ _ f �y - - - '` I`•, \, .. ._. «.• ..� ..... .. - .. :••: :^,.• ''+.::.:. .q ..a..-- -_-•+r-.-a-•-. .ff,4Y - .1 4",4kjr •..•.w...•..........• •••• 'r' v • �'1 ...... \_ "T w\ _......�.. �.. -.... -�,... w � ',a`.' ,u .. ,.. � 5,��lP�vs�-.,.--'--•-�-'--- ,'�'' ..aF i;�:•_- � -F V ` ..ay •. � \. , lam- ,...- :. .. , -. r.. � : -. -1'-_ '_•__k" � .. _. _ _ .. F rt .. I" a, CfP�'URk1�`I31. 4) S 1 L�;; _� �__ °i` `,o ��°� 1`g __ --. _ w �(APPRD LOCATION) ,�ti1 - �� _... z �, L 5 -- IN SEZ ••IN V. = 729.74 1P , ,�^� 1 - 731 --•_. 8 x6 VAULT OR1` ._. -.._ .... TOP=;F32.00 t ® PROVIDE EC 1 INVIN�72 Ifs t ; EX EDGE OF PAVEMENT N j�1 J`' .....«................. ........ CL Al RIPRAP 'th tR'� 11vt�o€iT� 7.60 .�" i STR 2 ,`�� 12 LONG 4 FT. WIDE ................i............,.��.ti........... >� +L + + ............................. L...........,...;........T1'PP'•iif�3P....................... ....... ©• Ay { VA. SEC. ROUTE 1091 7.MARATHO DRIVE TOP-731.00 - > > • RIM -7 1. 8 CNV. 727.42 36"x36" TEE (INV.-72 42 (SEE DETAIL SHT, 5) RIM =-730.00 INV!� . 0 o732 Unposted Speed Limit z 8 SAN. SEWER _.. + "`..-...._....,_.r__._._....-._..u,,..,w.,....r,.,r.._+.i'._r.._. ..r,r-. ` 1 V • x i :r'> -.•.� , VAULT OF 8 x6 CONCRETE BLOCKr' w , a J PROVIDE CONCRETE SLAB TOP ' WITH T MH-1 ACCESS �,�" t ` i ioo�� ` STR _ BENCHMARK V TYPE. DI_ l 2 N WPP I •� �','�; �s �' NAILS � TOP=731.00 � ;� '►� PROVIDE INVERT SHAPING PER IS-1. fNV5.=727.50 ELEV.=731.34 SCALE: 1" 20' OR4RH/C SCALE SEE DETAIL SHEET 4 OF 5. 20 70 0 20 40 1N FEET 7 inch = 20 ft. DRAWN BY: PROJECT NO. DATE: 3-31-03 SHEET 3 OF 5 Cr94PH/0SCALE 20 10 0 20 40 ( AV FEET 1 inch = 20 ft. SKWE TO EIFVATW" OF ►e-Pohl Of LARGEST PVC. M \1_ SLOPE TO DRAM TO NVERT :CTIdN A -A Cf OUTLET WE IF TREATMENT IN DROP INLETS TO ERT OF lF OWLET PPE OVALS OF WERT St61PM AS Sr} 04 HREOK ARC FOR EXAIPLE � � • �� K0*4 USES OILY. EACH UP*-OLE OP UPOP NLET IS TO W SK%ND NUVOUALLY TQ BEST f1T TK PhRTICULAR Ftf-T AM OUTLET 0WICJRAtION 00 FLOW LNES. IH.. ��cTIaN e-e PLAN METHOD OF TREATMENT IN MANHOLES vrwlcrm� "`UM STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS $02 Y"MA DEPARTMENT OF TMA1f"TATIDN U MARATHON LANE SAWCUT EDGE PROVIDE TACKCOAT EX. EDGE OF ' PAVEMENT VDOT CG-6 1 112 SM-29 CROSS SLOPE= 114"1' 3" 9M-2 UNLESS OTHERWISE NOTED 8" 21B WELL COMPACTED SUBGRADE SECTION SHOWN SHALL BE INSTALLED EXTEND 21 B IN ALL R.O.W. PA!EMENT AREAS I fT. BEYOND BACK Of CURB MARA THON DRIVE WIDENING 73, 73! 72: 4" GAS MAIN 721 DATUM ELEV 719.00 FIRE HYDRANT LINE PROFILE U) Z 0 z 0 Z W a uJ 0 U) c�> z �¢o �N Qfcl:� ww 00 Ww e� Y- I- O m Q 04 cjN E m .. VO 6 ,s w7 .6 = 2),o 2! u 5 N N m 3 CO M C -0 r 00 �- m Y vc O v zt: O �-W u U -01 U_ J O � Q ALL iu.� Nlq J� O o Uj IQ:: 0 LJ y _UO �Iw�Z r ��wz Q �C 64.w _ w (� w v c� 00 Z v� O O � q Ov � v W SCALE: 1 "=20' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 3-30-0,3 SHEET 4 OF 5_I CI -I y, Si CAST IRON---�}�--•`h Sr CIrON STEEL �`01 TES ° FC f 0 DETAIL ; DETAIL 2 #,R DETAIL 3 I q,.r. L 2'h' * 7/z" * `/:' 1, DEPTH C+ INLET LH) 1C DE SHOWN ON PLNb. U L ude tP W 10'. 4" Imp FOR DEPTH GREATER THAN 10' List SI ALAI'D �8 eclt e,lh eonm�----�^ .. S AnN. `..�B ?. ,NE "H" " ENSIU+ SIN PL ON WILL SrNRUJRM A A ° - N°A<�°�`I� T, VER SWILL BEOF THE OUTrALL A A$ " A -A BLOCK AND GRAVE'L DROP INLET-� R0CK CHECK DAM` PPE' To 7 Y ,oP DF T q s7a cnRE. s W MIN. 35 cast iron cleanout ca with brass cis;cNv. r_"TEEL One raided PI AN 'H' DNEN510N5 ARE AR°RO:eM.ATE GCY oFCR *STNAT11i PURPOSES AND THE. ACTUAL4rtrt 35 I pOIMtId50♦5 $HALL GE OETERMEU er THE _LnN. 35 - plug must be 8"from the top of the SEDIMENT FIL TER+3.6 1b+ CONIRAC TCR FROM FIELD coNaT,oRa_screw type adjustable box ce RiOI-G -N. S LGN.ncwd*q �woMV we X a. To Bi s"AP D N THE F_ANs (HL NIVLRr s rnN. 2 ACRES OR LESS OF DRAINAGE AREA: TO BC SH4F.0 N ACCOROANCE WITH STANCA?G IS•I THE COST OF "HI'HNC AIM PLACING ALL finished gradeMATERIALS NCIOENTAL TO THE SHAPINGIS TO Rr O B WIRE SCREENCONCRETE BLOCK INCLIM N THE BA MOE FOR THE STRUCTURE I ° � / � - �- ____ Cl ttt EVENT THE INVERT OF THE GJTFALL Q- y; -/;' * ." 3H- 3N g" square concrete skid pad �'� a I PIPE 15 nICHFR 'H4N TrC BOTTOM OF 1.2 „ �'--- er 9Wd Agar STRUCTURE THE NVCRT a- THF. STFNCTURE 20"X 20"x 6" deep canr.etl0r! SHALL SIHAPEO WITH CLNENr M7RTAR TO + "�� IZ'• 9%t" PREVENT STANDING OR PfNNONG OF WAILR H I 3, " I cast iron cleanout capwith brass �- N THE SrPLK_7URE. THE COST OF FLtRreSrro+G f f-----�`-�/ I't. AN INLET HAPNG s ToTSEH'Avd.UDEDE IN Bq f f I VALCO, Inc . /' FIiT&R CIATH ,G,ole Remo.adl a �- �_= PRICE FOR THE STRUCTURE. - Q plug having a countersunk square D o Fig. No. 71BOB head Panella Model PA4SV-CSK 4 ----------------- SECTION (OPTIONAL) B B 5, STEPS ARE TO BE PROVIDED WHEN H Is +'-D• C ,r Z { ) OR SPEATEP. 'OR DCIM S err s7NmAPP, 'I I GEOIExrXE s• GEDTEXrnE s' �� G with lid marked dMENSgNS FOR COLLAR DETAIL `'ASPIC GEOTExTILE C" FABRIC f/ 6. iH51(EM NAY RE PRECAST OR CA$I•eN-PLACE. FABRIC -/ "SEWER' ��_._- (DOWNSTREAM VIEW) L ). R J X 8" SMOOTH DOWELS AT APPRUxTNA1tl" `Z- C C TO DE PLACED N ALL Mf,AS M.ucrNr SECTION A A SECTION A A SECTION A- A SDR 21 - cleanout pipe -� p TO ABUITNG COLLEIJ F TO PAFVENi VDOT 1 +•-Z., $4-1 aNe Cloth 7'•6" SET TLEMC"'- N LIEU OF DOWELS A Z"%•- { NOTCH MAY BE PROVIDCO. SEE MAIDARO I bottom section �- COARSE AGGREGATE r---=-•-•� ! /3' Dionflar .,_r.5,. � 1.01 3.+ 1'OR ALTERNAIC DESALT, reep hale B. 3^ C/Al1ftETN WFF.P Ha.OtE WITH n"xn" vLAsnc of box HARDWARE CLOTH ' MESH OR GN_VANi2F-O F- arase. Net. o NOTES brick base % d `,�I(` `i T STEEL 4 LES" i,1I WIRE OANETER NCHO C^ 3' b pAqq,. uUU��Ukk F"raULT To r `a sir (IF THE S7f.I1CRAE� I r% 11+1 SDR 35 spigot by FLON 0/�) tZ Kea'11) ar C C I. FOR ElUI rmLE LINE INSTALLATIONS DPJENSION S IS TO GOVERN THE PROTECTION , LA% ,� LB * e' . eIK MIN. 3s SDR 21 asketed s. CAST 1N PLACE CAST C,e Is tG tLL O BE a oursroE nE CHANNEL WIDTH cwl. 9 Z g �n''iliOLlllnnn(j ' 3D00 P51. PRECA51 CGNCIfTE 5 TO BE 5 MN. W s L+"• SDR 35 • bell adapter (1�(jrj�(j�n1(t r" 4000 Psi ( Z. WHERE ANY SECOWALL ROAMS INSTALLATION SPECIFIED CIFIED N EROSION CONTROL STONE ---�� tlN' v L• IUI IUI U !UI I�uU � WtC RE NO ENOWALL OR ENOSECTION IS SPEpFiED ON PLANS, CONSTRUCTION IS gasketed bell wye * • O iN A+•'^+ __ I t0. M+Y A.7FRNATF. AF-THOOS CC ANCHORAGE I � TO 0E IN ACCORDANCE WITH DETAIL Z $MOWN ABOVE. GRAVEL FILTER • D - } (j(j (��j (� fj�}(� njj NFE.TNG THE APPROVA, OF THF: ENGINftH Do sanitary (see note) SDR 35 gasketed Ili II I1f�L�UU11�,1�11111 ! MAY BE 5uR$NIUICD rOrr THE' M1 014 3. CEOTE%TLE FABRIC 70 BE INSTALLED UNDER ALL EROSION CONTROL STONE IN 1� WIRE SCREEN ~ E- U111JI1 lJlll LL11L1 _..L Lucs .Es s"owN HEREON, xcoROM+cE w17H THE sPEaFIcnTIONs, sewer main SDR ,)1 bell 45° bend U z j I, +• 5 • GNJETER OF CIRCULAR CULVERT OR SPAN FOR BOx.ELLPTICQ OR ARCH CLlVERi. FILTERED HATER 2-10 ACRES OF DRAINAGE AREA: _ w III I I" p f 1 1 q H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR 00x,ELLIPTICA. OR ARCH SECTION A A , , .A L--*) r..� cvLvfa7. w-s _ 5 Q SUSE TYPICAL SECTION SHOWN ON PLANS OR FOR $IDESLOPE. BOTTOM WIDTH ADD DEPTH OVERFLOW CONCRETE OUANTITIES FOR MIN. DEPTH Y�� "'I 11L FABRIC %T0.E OF CHARNEL, MATCH EXISTING DITCH OR NATURAL GROUND. ` U <onuete PGa - 1,a+0 Cu, rde. Canvele FABRIC--- RUNOFF SECTION C-C SECTION D-D WITH TERCn cancula pys - ,.SZE, Cu. rdt Cdnc,ete w 18' Caner NC Poe - 1,610 CO. Ydf. Concrete MIN. O PIH SEDIMENT ' + 8r � w Ec-+ a SEDIAfENT-,^/ U I4" aendfelt pipe !.817 Cu. Ydf. COnvetc GRATE DE'NL SECTION B-8 CA. ASS 1 2 6" stone bedding Add 0.469 CU. Ydf. Pe' ll!3' C' oddttonol 1C 1 of depth APPROXIi WEIGHT CLASS T 3' DROP INLET' FILTER CLOTH � � c<et •a, NOTE :If top of sewer main is greater than 15' deep, . t: WITH GATE c<ou 3S3 x 18 IeN then vrye and bend to be heavy wall SDR35. OPTIONAL � � STANDARD DROP INLET a��« ��+ 12" - 24" PIPE: MA;<IMl)M DEPTH {H) 10' z„ za+ STONE FOR EROSION CONTROL w w -- VRGNIA CEpARTMFNT OF TRANSPORTATION 233 Z'S VIRG'fNIA CEPARiMENT OF TRANSPORTATIQ'+ (DOWNSTREAM VIEW) 03 w w +" SPECIFIC APPLICATION VDOT >pl COARSE AGGREGATE r� THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE FLOo cc-B n HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW* 27 g' Q � � CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING 0 I I AROUND THE STRUCTURE. NOTES, =es�E� MAAeNLK 1. THIS ITEIJ MAY BE PRECAST OR CAST N PLACE, UlADIIFS TO BE AS I�y}� I A" T ROADWAY SHOWN ON PLAK, I A CI C • GRAVEL SHALL BE VDOT #3, �/357 OR #5 COARSE AGGREGATE. CLASS I RIPRAP _ Z, CONCRETE TO flE CLASS AJ IF CAST IN PLACE, IR,IDRNS 70 BE AS +000 PSI IF PRECAST.---------`A--A. I SHOWN ON PLANS) 2 SEWER CLEANOUT Q � U 3. CCMBINATION CL)RB L CUTTER HAVING A RADIUS STD CC-n J AR,iXK �A a l cYi Z OF 3oo FEET OR LESS RALONG FACE OF CURB) SHALL \� J CURE AIO CUT BE PAID FOR AS RADIAL COMBINATION CURB II. (� -' I SID. CG•e) / Figure 17A SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSlIC PLATE• 3.20-1 Ul N CUTTER. ^tv yg! \ I fl Q i. r:Y - - _ Nl1 Cy + FOR USE WITH STAB7LI$EO OPEN•CRAOEO - I (S-� \ f p,/45 A3` • *• ' o' DRAINAGE LAYER, THE BOTTOM OF THE, CURB 4" WALK 1 ®7L j i$I' ONE,S.) ''• i. •; i.'•' ' .. -- •--• AND GUTTER BE CONSTRUCTED PARALLEL �' �'� SyAL� a• I + CPTGNAL a" COINCNtE7E . � (f� I TD THE SLOP�Z}F SUBBASE COURSES N FLOW LINE AND TO THE DEPTH OF THE PAVEMENT, z CONSTRUCTION OF A SILT FENCE 0 ; y 991 ___ +�+ (WITH WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE -u �'��.. 5. INNS CURB MAY BE USED WHEN EXPAA240f1 JtRNT EXPANSION MOH, DESIGN SPEED IS +0 WPM CR LESS A -J I Of N RURAL HIGHWAYS AND +5 MPH OR SDR 35 spigot SDR 35 spigot by LESS N DEVELOPED URBAN L SUSLREIM • -- NOTE: WIDTH -B- 2'-0' OR AS w MANINC ROADWAY R AREAS. IF THESE DESIGN SPEEDS ARE SHOWN ON TYPICAL SECTION. SECTION C-C �- by l 45 bed SDR 21 gasketed L( ExcEE0E0 STANDARD CG-7 15 RECIXRfO. ball 45' bend bell adapter 1. 9Sf IP09rS AND SXCIVATB A 4'Z�° $. STAPLE 1rIRE FBNCQi(} TO 7'HB P031'S. O Q � '� � tQ • PLAN VIEW (see note) 2 TRENCH UPSLOPE ALONG THE TINS L- b OF g 70' MIN. EXISTING 1d > cu CONSTRUCT CRAG[ GIAOUS WITH A PAIA60UC CIRVE. I. AI - 1- S;lAVE`NT WHEN • t .I > ® !R .•, c:.p� THE T THE E. RAWC E RADI C�NIrrCCOOMMODFCl11rY .' iS �e.,rA�' a MAX. INCREASED TO 7-. '� (OPTIONAL) �xC D D D D D > 10'PARASCLIC CURVE TRUCK TRAFFIC. THE f3fP OR SIDEWALK A CURB ® �/ FILTER CLOTH B- YIN MOUNTABLE BERM W U6M+GE - RAPS ITHIN THE LMT$ OF THE RAMFSHOLLD BE • A G o 7„ EDGE NOF AAL CHANGE OR M _ D WHEN STD.CCNIN W VDOT FOR ENTRANCES PLEASE `( SIDE ELEVATION • MA/L,INC TIpMWAY '- - -- •- - - -- - IN E:NNST'O. CG- PITH vD07 RRENTRAN PLEASE 3' minimum I • D •' D •' ' D • ' b �' b - a MAX. D EXISTING GROUND SLO- -� 0' VS FOR SIREEI D CHANGE SDR 21 asketed j 1 ` 1411 111 III I _ *)K MIw.eC PAVEIAM SHI LL SE CONSTRUCTED 9 // \ 7 / -'--- THE BOTTOM OF THE CURB ED S'IIL SI THE R/7I LOW rEKCIPO AMr ILIFIE AOf SDR 35 8"x4" pipe and fittings • GU7,ER MAY BE CONSTRUCTED PAVEMENT W RE D FOR TIED IN SCH 40 70' MIN. PARALLEL TO THE SLOPE OF OESRABIC FOR CDMMERC PAVEMENT WHICH ILL OATTED N gasketed bell wye - 6'• T•0" SUBBASE COURSES PROVIDED A ENTRANCE THE ENrRANC[J solvent _ -'- lumalM DEPTH OF 7" (see note) /� tar MIN. Is MANTANM SECTION A A ® RADAL GIRD dt CDMIaNATGN weld cap G - �G B C AIO !R SAl11l MDT BE CONS ROOTED �,/ W (OPTIONAL) 74S AREA MAY BE CONCRETE GUIDELINES FOR GRADE CHANGE D BEYOND THE R/W LW EXCEPT FOR �- / <OPTII1NAu Old AT TIC OPTION OF THE CONTRACTOR REPLACEMENT PURPOSES. ,-/ property 4i w stf ^ WHEN USED N CNOIUUNICION WAIN STANDARD fine L I 3% ",µ` - +� ti I.L FNrRAMEE vOtuME DESIRABLE IIAXIMLM CC-3 OR CC-7 lie CURB FACE ON THIS ow I „' ]o MIN. STANDARD 6 �0 E ADAJSTEO TO MATCH THE III III b 12' MIN. I-- EXISTMG / HIGH MORE THAN 15M VPD) 0 z J z UOU VIABLE CURB COWKXQATJON. 18' 4 .,,� So,[ T,,�.7J•` PAVEMENT L AEOLIM I500•1500 vPO, sJ z a z io`BE'USEDD7DWITH THIS FOR B RAMo, DESIGN 't � ;A' '.r') C0 LOW (LESS THAN 500 VPD) s a z a z � PLANS ARE TO Lr01CATE WHEN CONSTRUCTION a t� ` CO _ A FLOW LIE fS REOUIRLO TO PRDYOE PD97rOE S. ATTACH 7'HS FILTER: FABRIC TO THE a. a►cnm.L AND COMPACT 1'HE J DRAWLACC ACROSS THE EN1RANfE. `' PetCE AND g87 BNB ]r 111j0 i88 IRgf(Cg ElGVATSD 80II. VDOT t] I ~� POSITIVE DRAINAGE 10' MIN. (4- pQPPTIONAL FLOWN![ MAY piCEpqL)�pt([ WMR'Mr. OF A COURSE AGGREGATE TO SEDIMENT -- PORTIOeN a WTTER r0 PRLC1lRYE PONDIi Of WATER. �5' B i TRAPPING DEVICE location marker 36" min. •MUST EXPEND FULL TROTH U • sPEaFlcnnoN •°• e cover REFERENCE COMBINATION IF '� METHOD OF TREATMENT- ° OF INGRESS AND EGRESS PLAN T77'L�Tu Ci Gy COMBINATION 6" CURB & GUTTER RE oPERATtoN VIEW _ p A- t05 CONNECTION FOR STREET INTERSECTIONS stone• ye°e 8°e•`'8�o1;°e, '?^'. / e e•e e• e•o°o°o e � L" � � °oe eo oeoee 502 0 0•0 o e o 0 0 0 o e o o Mv' // ;'A A1� VAG0A DEPARTMENT OF TRMISPORTATION 3O2 AND COMMERCIAL ENTRANCES eoeoe e'000eve000IT l2' YIN. VJ • o e o00 � o 0 o e°�°i°e / i' � AV/♦ zo,.o3 VRGINIA DEPARTMENT OF TRANSPORTATION 2oJ.a �� Y p -�� a „t �-_..i�. t'•::r;YI;:,V�„ ( 3 �tlt;\� i �. `�)ri(,�� r< ;-f'^' 3" YIN. � •Y4%�. ,F"'2•, ,j fit',, .•i�h 3" MIIJ. n. Qw2 .L lL treated 2"x 4" with �� J - v _ W / - i. END -SECTION 12" 60" PIPE ALTERNATE END -SECTION 12" 6011 PIPE E�•I cc•Iza C �/ lop 6 painted green / / EIID ON OUTLET CND-S[CTIONS 7" N+ERE STD. CC-3 OR / -// Y/// FILTER CLOTH � SP1607 ENIO off eLEr 17D•secrroN T as o UTLET fw ttC?ror'z+ ,� ®cG-7 Is us[o. a^ pipe at 2.00s6 FLOW SECTION A -A "L4n a' o' ♦•.o minimum grade _ 0) iL J _ _ ® n,. :^.cy IttLW x ---- - RI9'BNSION OF FABRIC AND WIRE RM >'':, x + ES STD CC•2 5" t aB�t Mlat. �•.,� -mod :,�,, � 1 •, • r ,, i,. v OR CO.B 2 iJ MAX. , 7� I Cq�TE TO Bf � f � a800 P41r a' -� 20: t ••.'..- •✓• \ , I ,L• :, A; :r' .4•:"+' 1 +000 PL WNIWM f C 70 ••, T� '�'I�• , - I Note: If top of main is ---- - _ .'�'.... greater than 15 It deep r ' '• :`',' : •: " •,: : ^ ) _ •SECTION A -A FIITEH PABliI"rr 1 A A M use heavy wall SDR 35 ' I_N 5 DOWELS, e•• LONG r v PLAN PLAN _ e ,r c-c PER%nS+BLE t 4 concrete cradle if top C a S O S, O.. PERMISSIBLE -SLOPE 1 COR157RUCT ON JOINT i, {te II I IIy- dAlfttR Y of main is greater 1 RIB ( REINFORCED CONCRETE DRAIN SPACE ) TER t PTIE 1 COKTRUCE0N JOINT , than 15' deep '+T,''^ 1LL111j (� 3 Z � -J C a rK PIPE1D a:�, t - I B SECTION e- � SECTION B-B B SEc o ° IM. ;J. Qr' w7)Ui -I O o w��oZ lT..L FA '' MF.JD tR.00 ll, . �.� '' SOURCE: Adapted from hulta tion of Straw and Fabric PiitPr Buriers for Sediment ('nntr01, PIATL 3.05-1 SOURCE: ADAPiBD from a a t and Va. DSAC Plate 3.02-1 r U o to - r WFMc a t\ i B' � ` %a loud III ~ )_ �J O w l A11 A \ / 'T LMIS OF EXPOSED AGGREGATE SIDEWALK Q D r f J ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS GRAVITY SEWER SERVICE LATERAL _� w CL O T---PAY LM END VIEW LRNOesTR 10 TABLE.Fift No a� RESISTANT Figure 15 ° v SECTION 'X-X 'i END VIEW SECTION X-X A TANGENT PLAN PATH CONHATICA ALL ACCESSIBLE ,CNIIIELEMENTS OF A g FACILITY THAT CAN IT APPROACHCO. CATERED AND END SECTION DIMENSIONS END SECTION DIMENSIONS 17 fuo ev PERSONS WITH MDBEIIY LPAMiENis. Kr 00 PPE OM.Etvl A a Fft a R A C „ IT, +- 4'-r NOTE METER BOX and COVER 4„ ♦ - - e. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING ua" WIDE) /� < �l.Y �r� general backfill 14"r r, + 1T "06f'A* a- ° �"' REOU11i AT TOP OF CURB RAP. MNM,M CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION. 6 F7. FO >�}� yK: kp h general backfill (see note) r• ii ALTERATIONS, T METER SIZE METER BOX METER BOX COVER ? (see note) Q RAMP F T CLASS A- CONCRETE ILL tCI ASS A-+ E PINK CAS,) WITH SLIP RE 56 AM INTEGRAL 1, ue LooR o BE L 3 r c, v ' Y \'4 1 F W H 7 R f IRAAP RE 1 ENTIRE T "[ RAW 100R MOOR - 7 WIDTH i T cov 1E E Rt of Non -Traffic M PW E ABLE WARMING SURFACE COVERING 32C OE C d tr n h width d ec d i" 7 „� •.I„ zj�.r „ Y \ 4'- T E, AN W105E0 AGGREGATE P T w PROv10C0 4' 18 in. Dia, r T N LACE). THE DE EC ABLE WARPING LNALL RE E 8"x3 4" or 3 D a. r PRE u OR C 5 A5 / 1 i required w )) -7 •1 , f h ♦•• r I Tr h 2HH - T r- ^ FNN6HI. RAAAR SNAIL NOT Excfro A MAYNLLAI SLOPE a � , a c A3^G;��,ii; k;;"• SLOPING SUES OF CURB RAN MAY 0E PdJftEO MOHOLIT/LCAL7 WIN RAAO FLOOR OR BY USING % r• amtru* c•oArn A* t • ::?:2`yti'`:;,, rvnmv • I' I(�, 1. R!A 7 n W11N REQUIRED Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid 8 dla. schedule 40 steel. r- II II � � P[ SS6EE COFNS RUC ON ,)ON7 BARS. ) I ,•}; r- TH F 241 a F AT " AR AD,xXIFlG LARGO f T i DOWEL S50 „ RAMP LL15 PROVIDED OR DO P L PRECAST, HOLES BE TYPICAL PL ACEMENT FLOOR Is TY I P A M L L CE E a fit d 'th t 42'r- ' C ) le with concrete e '�?)i';•:`� Traffic M- Fra1n WITH RML 12 T o Lid) e 3' TYP P T C 30 e H \ I M N '•r CAL LACE E T F PRECAST T concrete 4 '•0" SIDES CAN 8E CAST N PLACE NiCR PLACEMENT O< PRECAST RAAP 100R. [CAS CONCRETE SMALL ( ) (Top ) .�a + AT INTERSECTION ` and painted yeuow a a, -a. - a r m AT INTERSECTION BE CLASS A•+. �: `, .*� : s T,' 24" select backfill 24' select backfill WITHIN CROSSWALK MOLD BARS ARE TO BE NO.S X a^ PLACED rCEHTER 70 CENTER ALONG BOTH SUES Or THE RJQP r•+r S-D" y-x r WITHIN CROSSWALK treated2"x4"with ; =• (WITH BUFFER STRIP) Float NAID•IxPTH OF RAP FLOOR MBAL4 CONCRETE COVER A/� . ' ••>: yK 7` (see note) (see note) PAY LINE CURE, RAPS WIA 0E MEASURED AND PAID rOA AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT meter box top 6" painted blue 4 , � 2 and cover I C NOTES- CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDE WAIN, COUPLE IF•IN•PLACE. ' CURB/CURO AND CUTTER SLOPE TRANSHIOHS ADJACENT 10 10 CURB RAWS ARE NCLLID 0 N PA7AE N7 •'�',j• i<``%; :; ';' y V S ® \ FOR CIRB/CUAB AND GUTTER. --17 - ',� T � WHEN IJSFO N CON,AI'NCTKR/ WITH ST AO Am CG-J OR CC-7, THE CIRRI FACE ON lF6 STANDARD IS I S;CIG1'!3I{( l4 5 It 2a 11S" "• ,�t, e` ..,<- TC11iR+. 18'dia. t'• 1'-6' 6 O.D. .�,•( 6„ ON L[ 1!. �01t1 TM 0.[C13 TO BE AWAITED TO MATCH THE MOUNTABLE CURB AND CONTGMA1gH > �a' O.D. TO tq( THE lL'fI1MA1[ Q yp�11 OH CURB RAIDS ARE TO BE LOCATED AS SHOWN ON THE PLINK OR AS ORECTEO BY THE ENGNECR. ,A .. concrete 4 y +� �j \ 1/2 O.D. ,CULMT THE USE WWI L'1THy It 0 fIY THEY ARE TO BE PROVIDED AT NIERSECTOIS WWREVER AN ACCESSABLE ROUTE It Wnlw THE RIGHT OF r r .* -S anCdSemenl ; 1ICC D4FEA[N(i OREk� "„"000"'..' WAY Of A HIGHWAY FACILITY CROSSES A CIRRI REGAROLESS OF WHETHER SDEWA.K IS EXIS7W, �J' �n�'�," �,y /% " PF?OPOSEO.OR NONEXISTEN7. THEY "I BE LOCATED WHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS � meter by .. +FC <1.�:,�;•./F �'• ' \ •`� C OR AS DRECTC0 BY THE ENGINFER,AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. 1 SLOPE DETAIL DIAGONAL VARIATION EXISTING LGNi POLES, IRE HYDRANT$, DROP INLETS ETC. WILL Also AFFECT PLACEMENT, 18"-21" F.C.S.A. concrete �C'' 6" `6" "y 3" stone thrust block W _ BOLLARD DETAIL stone WE (CATKIN surrounding box � - stone SPECIFICATION PERPENDICULAR CURB RAMP R"E°E"� FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS Kn��L Meter Size Coppersetter (ACCESS FOR MOBILITY IMPAIRMENTS) ws 5/S"x3/4` A-C363501w/7)z"Opening 8'-10"1 � STANDARD CONCRETE ARCH 302 VVMU O[PMtTNCNT OF TRANSPORTATION '1 ,0�,� ZOJ.OS V1RGd•XA DEPARTMENT 0/ TRAt"-1AORTA1gN {� J3/4" A-C3635-01 w/ 7 Yz" Opening direction of salting to be approved prior l0 installation 'V Z j J6 STEEL REINFORCEMENT BARS 3 general bac fi I general ) ckflll O O J A-95319-06 w/ 10 /,' Opening A5 12" (see Hole) see note NOT t rmi I Prune codomhate leaders DO prune a no r -� as r m ed 1'• �L [Concrete ad 6' s . x 6"des it 3 STEEL REINFORCDJENT �1 P q P I I T i FIXTURES I I leader or Munch tips 0 BE SH ELDED �'-�-_ AIL P n t' o• . . ES ® 0 C 1" T polyethylene tubing I� C S of eh enet b 8" 18 Y Y 9 TO PREVENT UGHT SPILLAGE o.o. Prune rubbing or (PET) 200 psi with SS inserts saddle with 8" 8 diga 8' 8" x IIconnections 2" min. - 16" ma . at a Q SiTE rto r branches cross Corpp P r UGHT POLE TO BE GALVANIZED STEEL 6" p 24" select backfill \ 24 select backfill PLAN WRH TAPERED TUBULAR SEAMLESS SHAFT stone I / {see note} (see note) 4" stone .;. •)• ;,•I1 �[ Prune narrow crotch angles 1" coupling �\ screw type `9 •V \ adjustable stone •�'' DO NOT stake or wrap and water spouts (PDX FIP) C14-44 COPPERSETTER COMPONENTS f<; valve box 6" : `'; '•:? 6" ��11 trunk unless necessary Prune broken Munches with SS insert and / stone stone tO be minimum O.D. ; f meter height service line copper Inlet- Outlet- MIP plastic plug of 6` ablove top of base I ;, 1/2 O.D. - •L IJGHT POLE Remove di tops and labels size connection bar tubing size Angle Ball Valve Angle Check Valve r locator marker Y v': ....,. .; ...:...r .w ... n Q 1• TOOLED EDGES Prune slckers 5/8"x3i4^ 18" D /Cl4- 4 gA13-332 W-SIN HHCA31-323-TV-SIN stone �` NANO RUB FINISH ON WITH POLE BASE w/Eta-aa !s' O.D. � SURFACE OF CONCRETE v✓!CSB-a3 w/CSB-43 ` egalug F� U WRH COVER PLATE Cut away oil baling ropes 2•-3' mulch kept away from trunk 3/4' 18" D•31014S12 v� e F;t 6" L 6, 1. AND ALL IN VOIDS. 1 concrete concrete , BA13-332 W-SIN HHCA31-323-TV-SIN �'� ; -' t f" „��, r�. Z w/ Cl %`O.D. s)' <.,,;•.,:�,.•••, SMOOTH FINISH ON ALL w/ CSB-a3 w/CSB-a3 + w/SSlnset y �•%�,; °' ; � Q NONSHRIfK LOAD Sol wet to contain water «`. •, r:T, I, �! •' y EXPOSED CANCRETE Remove to of wire basket 1" 18" D-31014-12 Y `•' "�f tf7- I ^a '` st SURFACES. PAiNi H t O.D. (;' 7 BEARING GROUT D H +• YELLOW ABOVE GRADE. p'�Itp� g , t w/C1a-44 'i5' 1-4 1- - sp. RI CONCRETE CRADLE CONCRETE ENCASEMENT ANCHOR BOLTS FURNISHED w! CSB-aa [AFC n j WTi}I UGHT POLE. BOLT SIZEw/ SS Insert mechanical joint3'-0', 1 UNAMENDED backfill sal INSTALLATION NOTES:r ` "'' svdvel tee with WFACE OF PROJECTION AND BOLT 6' branch (� CURB I GRADE B N � Parlial bodcfill, water to gL CIRCI£ PER IJA1dUFACTURER'S Widen RIM score hole wall y 1. Exact location of meter box assembly to be approved prior to installation. K • ' "ff RECOMMENDATiON. r,. 1, settle Sal, finish bockfilling 2. Water service crossing street: ?/ t' �•.. //,� _� C{ NOTE. To be compacted to 95 /o of ASTM D698 maximum density. e a) Encase in 3" diameter SCH40.PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the r� 1'-6• o coNCHLTE &LSE SCALE: I3 STEEL REINFORCEMENT street, to one foot beyond sidewalk. N A }� Area for water drainage gauge copper { g)Corp. (wrap P ,1 Remove container a d cut circl' b) Install 12 au e insulated co er wire for line tracing) from car stop to Into the meter box wra wire around Corp. TIES ®1'-0' O.C. � 11 . METAIllC CONDUD AT 2'-6" M� Leave solid soil pedestal - do FIRE HYDRANT ASSEMBLY r6 STEEL REINFORCEMENT I:•: t•A' . BELOW GRADE TO PANEL. roots if container -grown, or as much not dig deeper than bell depth stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). TRENCH & BEDDING burlap as possible if field grown Figure 9 BARS Figure 1 1>RAWN BY: ✓. D. S. .,dA NOTE: 5/8"x3/4", 3/4" & 1" METER INSTALLATION a All UNDERGROUND WRIC PROJECT NO. TO BE IN METALLIC CONDUIT Dg hole 2-3 times root ball wdth (4 FOOT COVER) DATE: 3-JI -0.3 RIGID ELBOW Figure 5b • 1 -6' NOT TO SCALE LIGHT POLE FOUNDATION DETAIL �fJ SHEET 5 OF 5