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HomeMy WebLinkAbout44-03 Dawson Indus. Pk. Lot 2 - .05 acre Accessory Shed - 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 Usysetems and all other improv' ements shown or implied as neces sary for the completed facility ready for use. nlss otherwise noted specifications 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 engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's resppansibilit . The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility' 1-800-257-777Y7. 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 Coniroctor's responsibility. 7. Cutsheets sholl be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation, EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, 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. 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 must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arronge for inspection b the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plug ed with a waterti ht plug. The ends of the laterals shall be marked with a treated 2x4 post extending from plug, plug eighteen �18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildinggs as shown on the Architectural drawings. 4, The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter- box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of he meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines, The location of the tap and the termination point of the lateral are to be coordinated with the Authority s assistant engineer. 6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and make the top. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT ri ht-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Deln features relating to construction or to regulation, control and safety of traffic may be subject to change as eemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-af-way. 6. 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. 7. Contractor shall notify the focal VDOT Residency Office when work is to begin or cease for any undetermined length of time. VD 01 will also require 48 hours notice for any inspection. 8. 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 Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. 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. 11. Any unusual subsurface conditions encountered during the course of Construction shall be immediately brought to the attention of the engineer and VDOT. Work sholl cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12, All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill 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 right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency, shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. 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. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 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. 18. CG-12 Curb ramps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. a I% .///Ii� � ♦ioiiHiii' i CIO, /Hi �Jyiy . . . . . . . . . . v y ,r a - ,'; ,.. ;L � �� �;, .� ,,• jLt. avell".re".., e i 2 o- • •- Greenwich Fredericksburg, Virginia PHONE: (540) .,. -2115 4•898-2115 Vicinity Map Scale 1 "= 2000' iI f is r� is 1 as, SOCIA$eS, lI1C. Surveyorst SHEET INDEX 1 COVER SHEET 2 KEY MAP 3 SITE DEVEL."I.°MENT PLAN 4 GRADING & EROSION CONTROL PLAN DAWSON ,DiEvE PROFILE 5 6 MISCELLANEOUS DETAILS Owner/Developer: C. BRUCE DAWSON 110-A INDUSTRIAL DRIVE WINCHESTER, VIRGINIA 22602 PH.: 540-869-3951 FAX: 540-869-4988 f�L� H �F P ALA A. MISLOWSKY, NO. 020674 v IiOG104, L 44 /_11-p-L max'} ,k Approved by Frederick County Zoning Administrator Pi -a 03//1/0 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: Sheet Number 1_ of 6 cill I -a, -6p- I ,I `l- I*- 11 I " I � I -1 ) 11 Ill "I _1, 11 �, , � , I � ,,, ) ,,,, , , I el ! i % \ _`1j­`­ I , , / I " � I � 4;�.i I � 'i \ 1, 3 0i / / � 6, , - �`; 11 t if , � " , i `­ ; ( , � 11 T.M. 63- -801 I / \. 'k `J .11 if, 11 ,� ; ;, I ,ill , 1( _,,,�, / 11 I Al � flit A rl,:,.,,,� - 'i ? � / ,/ " . / _ "'. V. LEGEND: I / 11" ,lf,1,'l;�j1,,l;, r ; // /I 11 li, \ f �, ' " I I " ,� I �11 I ir I I I I I , , i / I \ rl- ,_BLACKBURN LIMITED PARTNERSHIP -,- ___ I -,-.-,/ ' / /11 I ,/11i,/ " I ,,� 1* �,�, � � .,--_,- K'<'- ---, / I / I I // /,/ 111#1"il.b i I r- ZONED: RA � / , / . f _1 %l ___ IN, / ; 4 , I'll I i�� " /� I o 1, " , 11 I 11 /I ( 11'., 11 �, I ' - IRF IRON ROL) FOUND , / , , �,� // I'lij, , -.1 I ?�' IllI i ,� I- I'll , I � / - ,� ,-- I I Im,4111,1111"! - i � I ., USE: AGRICULTUR .� I ��_ , I I i/ I ; -, __ - -v­I,`-,r^'1r,�­ " llli�ilf,w!l, � I " ` '--,-, -1- __ _,� _,f`.�,_",_,,_,r v- , i Au � �y� .�� f ; 51 / // 1, ,. - 1, . ... /11 I If b"w"11,11 � 11^� ,� , .. - . . � it I It'/ III ! , 4 , I rr 'k , ... I I ', � ) 971.4�' � ........ . I/ �, lof1j,"11111 i - - -1 VDH MON. CONC. VDH MON. I ll'! " i , I .. 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" __r I -�� _r,N411 - 6=500 .FT. + t P i 11 1, -r'11,_.j_r,',--,I--v---v-,v2 , ­,--,­,-1-lry _`�___X_ / '�71z " 1�. ___1 "/ ,�,- / 's "e_."_,­�---,,� I � �., I I I !Ift --.'- I ,l, I \ " / . _­ , , 7,-/ , "Ip � ,_,_ ------ -­___. _`��_ / ,___,­� , , .,� 11 ", I �r : I it i \ 11.1- 1/1,1'(__'_­_.____ �,,,_,-, .,� l�".,_,� - ,__� / =500 F71+_ - -, - SIGIff .DISTAA1qj l .- � el ,, , , I I I ,;i" Ill I k­ r .-- / / ' / , / - ( GENERAL ELECTRIC COMPANY 1( Iill .".: ,.. / � I I I� fff�� ___ ,I/, / / �,� 11\ , it ! � A�-mm VANCF __ "'l,l, i� 7 � " I _�, , / ' \ � " I . : 1, it -lilt / / / "I I , 5IGIff D I", � %-r k It I � I �1'1 � it I-Ji I I I ,� , / I/ 1_�� ,.tr I � , ,� 11 % ZONED: M1 , [ � , / -I- I \ / 11 ,v-f J... I I \, / � I. 1, � , I \ , / I I __� 4 , , I co " '� USE: ,�11? It I ,il I I 111.1" , I I " MANUFACTURING , . 1, I ___11 %,.t \ 1, g1f ! I I ,.,,, d I 11 ll 'i J'�� 1) I 1, I I I I I I I 1111i 11 _.1 / / / - - -- -Zl \ . .. I I I "xo I I . % "`�\ � ,--- _.____'_____11____,._. � "I, PROJECT SUMMARY -PHASE H and III � TAX IDENTIFICATION NUMBER ----------------- 63-8-2 I I I TOTAL PARCEL AREA ------------------------ 5.95 ACRES � ZONING ---------- _< I I w I - - 0:� I /`_­ *` ADDRESS <c ) / � / CURRENT USE ..............................VACANT ') w Lu') cl I / t-- .< ..q- z: OFFICE/WAREHOUSE = &� ,T- E I / / PROPOSED USE ............... E/WAREHOUSE co Lu a- CL _< ME � ./ ............... 5.95 ACRES z =� (D 7- 0 - �, 11 cy - I - C) -,-I----- DEVELOPED LOT AREA------------------------ 5.95 ACRES 0 cl- " u a_ 2 =_ - SETBACK REQUIRE PROVIDE u C) (D L / CO >- -< v1_ .,'/ = (/) __j - ..�, w =) :�� , " ! . FRONT 75' 107.5 � I CD < m cl� i I % . SIDE 25' 101.5 11: rE (n . 0 1 ;�_- w -c il - co 3: 0 (D ch REAR 25' 160.0 �:u F_- -I- uj " - I . E �:> u ck� F- " ui CD w f . BUILDING HEIGHT 60' (MAX.) 24' w cn I-- __j - Of U) ui I I ". . cif m I " LLJ = 0:: i a uj CD a I - L_ I- I STORAGE/MAINTENANCE AREA ------------- � - - 4,750 SO. FT. C, I . c� m r') . - TOTAL 54,750 SQ. FT. w w � . �o ui w �>_ �> Ln �02 I Ill IL DEVELOPED LOT AREA ---------------------- 2.57 ACRES (PHASE 2) w Lu :�> �> . of uj U-1 .. \ - D. ... 1� cr_ ry cr_ 'DEVELOPED LOT AREA ---------------------- 3.38 ACRES (PHASE 3) I , . I \,- �.� Co . z­.__.____, TOTAL DEVELOPED LOT AREA ................ 5.95 ACRES CD CD r") -4- .. . ____, " CD C�� CD 1. -1 LOT AREA DISTURBED ----------------------- 7.15 ACRES IY ,;:� �� - L�� -, - . < cli . C,4 '-- `-_ - .1 FAR ALLOWED ----------- A `­_ C-4 " ,- " - z . FAR PROVIDED-_____0.19 . - - - " z MINIMUM LANDSCAPED AREA --------------- - 25% 64,796 S.F. - CN r1) ­j- . .1 I LANDSCAPED AREA PROVIDED--------------- - 87,912 SO. FT. .- . PARKINGREQUI PROVIDED z6 g � § 4 1 I q - 11t . PHASE 2 PHASE 3 PHASE 2 PHASE 3 ej 8 �1 r" . p �'. ,­ -'- " OFFICE 1 0 <sp " " " (1 SPACE/250 SO. Fr.) 32 48 of" K I _ o, OD 0 �.- g a i WAREHOUSE at L_ 6 -, (1 /EMPLOYEE) 8 12 4) 0 1 i .. _ >% I /) - % � g,;j �.- _­­__­,_, *m) 0 7) .�_ TOTAL 40 60 42 59 > 8 .2 > u. :3 �­' ,, go - opq L_ )D 63-A-58A TOTAL SPACES REQUIRED - ---------------------- 100 ei = " ��___ co I I )a ------------------------ 101 1i CENTRAL COCA -COLA TOTAL SPACES PROVIDED 0 � L HANDICAP SPACES 2 2 2 2 0 1 1 BOTTLING COM PAN Y'L..jNC­., ­ 40 0 , ,. LOADING SPACES 1 1 3 3 as ! "___DB--§b5 -, -PG-568 , I .11� "", 0$ 0 i L 11 ZONED: M1 L- k � PARKING LANDSCAPING 0 i; 11 r_ V USE: VACANT c: I / PARKING LOT PERIMETER ------------------------ 1250 Fr. i ; / --------- 31 (01 /40 FT.) co I ./ _. ­­ ­­ � PERIMETER TREES REQUIRED ------------ a- � . ­ - ­_ I , PERIMETER TREES PROVIDED ...... 31 ) _-, 'a ) L .L" INTERIOR TREES REQUIRED ---------------------- 11 (01/10 SP.) C I .- (a I BOOL INTERIOR TREES PROVIDED ----------------------- 11 _j 11�_. , �",-,­-­_1', -------------- 42 PC � , _� �__ DL UNAPPROVED, PUKING "L" -------------------------- 42 r" ) TO BE REMOVED ." ­TOTAL'TREFS PROVIDED 0 * � BE. REMOVED /L PARKING LOT LANDSCAPING REQ'D ---------------- 1,570 SQ. FT. 0 5% q4m I 44.4 � __1_z PARKING LOT LANDSCAPING PROVIDED ------------ 3,516 SO. Ff. *I" w . � --- - "w" L_ im I ) ___ I" 11 NOTES: Q 0 6 , 'L 0 " , , ". 11 " 0 .1 A E �s , ,- - " "" 1-, ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE •0 !, REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE /,--­--,,,l, w cbj I t I / \1, 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. I / 16 - � \ .14 � / -, 3. ALL REQUIRED EGRESS SHAI-L BE ACCESSIBLE ACCORDING TO BOCA 0 g:,. � a.. ! 1j \ . I I \, AND A117.1-92. 10 • - , Ill/ , I PH-$ ) , " I __,�11 4. NO,STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL t> _­ FEATURES BOST. to I 5-u-10 )a ,--.--- . �- , i 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE "!! .W. : I �A MARSHALL REQUIREMENTS. I iI IN 1 ,4 1 , I - I" "t, . I 11 I .1 /I , I, 6. ALL UTILITIES TO BE PLACED UNDERGROUND \ \ / , _1\ � / , ,_.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES -0 0 k I / I< 11 z T 0 4 'OF` THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. �- uj z: Q� , / 0 0 ujo _ 0 ct� 0 - I I - 1 8. HANDICAPPED ACCESS SHALL MEET ANSI 1 1 7.1 SECTION 4.1 .9 j�E --Lj uj . ol�l -I 1:,,-) 0 Ko If) I F� - 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM L, z � I ,-- -c� F_ � 0 w I PROP. LINES. MAX. SIGN HEIGHT= 60'. MAX. SIGN AREA= 100 S.F. _,� of r\,) Of of :4� - -0 Lj a- , a C) \, � 11 " \ PLANTING SCHEDULE _�, l � - --- --- -­ - BOTANICAL COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTffY - 00 - I - . - I , I OUERCUS,. PALUSTRIS '%, , I . I I , PIN OW 2* CAL. 0 6' HIGH AS SHOWN 22 0 I I , I \ , ACER RUBRUM 11 ". RED MAPLE 2* CAL 0 6' HIGH AS SHOWN 13 a KORNUS FLCfdD I � I It , FLOWERING DOGWOOD ." 2' CAL 0 V HIGH I AS SHOWN I 4 I ILEX CIO ATA liETZR* I 1 HETZ HOLLY -1 , 36" HEIGHT I 4'-O, O.C. I 115 I I � . � `1 ` 11 � SEEDING \�., f/ .11 11 ". 11 ; I - " - , ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM - - --,- _ - .. 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: , 2-3 LBS, MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. , . 1 LB. ANNUAL/RYE PER 1,000 SQ. FT. ., I , `,, 70-120 LBS.I ,MULCH PER 1,000 % FT. I . FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. Fr. I I I , I I , , - , I , PHASE 11_�6hd IIIIII TRIP GENERATION I I rrE, 6THEDMONESTIMATES THIS SITE AT FULL -DEVELOPMENT WOULD GENERATE 349 T.P.D. USE CODE: 110 - .1 I — .-,, , � " I/ .1 . 1-1 = ", � 790 - - .- - _� � ,-' ---­-_-_ . - - � I ------ _____________.__,9. — ­­_­�, II` — — — -----------_ I . \ _- '­ T -, I I . ',-,-----�-,,�-,,,�,c�'i--�-��-V----,.nY,-*Y--.,<��,,--,,- __ I I " , �, ; , I, Ow 4ph mo SO4L E, I ! 4 " / 30 I 1 60 1 0 '' 60 11 ., _� � , - , " I 1 ( ml fFET ) I k I inch =,;' 60 ft. ( kI . ­_. ___ I / . \ , 3 � \_ I I � 1%r 6 Qr � = SCALE: I " 60' 120 DRAWN BY- ,IDS � PROJECT NO. DAM: 10-12-00 — I SHEET 2 OF 6 1 6, Culvert Summary Storm Inlet Summary FIRELANE MARKING SHALL BE PROVIDED AT ALL Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 - FIRE HYDRANT AND THE F.D.C. THE STRIPING 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -3B 8 CURB PAINTING AND SIGNAGE SHALL MEET THE 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 Di - 1 - REQUIREMENTS OF THE FIRE MARSHAL. 79- 797.800 79- 801.70 4 BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM 5 6 797.8 797.6 797.4 794.7 7800 40.00 15 15 0.51 6.50 RCP RCP 5 6 - 797.60 801.62 DI - 3A DI 3B 10 STATEWIDE BUILDING CODE AND SECTION 311, S STORAGE) - - 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 3B 7 OF THE INTERNATIONAL BUILDING CODE 2000. THER 8 796.5 792.5 152.00 24 2.63 CMP 8 - 796.50 - - ES - 2 - CODE THAT APPLIES IS CABO A117.1- 81ACCESSIBLE 9 793.90 793 80,00 15 1.13 CMP 9 - 793.90 - 796.17 DI - 1 - AND USABLE BUILDINGS AND FACILITIES. C8ext 788.3 788 10.00 24 2.50 RCP 10 788.00 787.80 - 793.50 DI - 1 - 10 DITCH A 787.8 803.0 783.50 796.5 182.00 540 24 - 2.36 1.20 RCP GRASS 0 N Y W A A N DITCH B , 792.5 790.5 190 - 1.05 GRASS ( SEWER LINES HAVE BEEN , , %''.1'.. '11, ) 1_\'-." 'X' APPROVED ON THIS PROJ��Ta = -1 `\ , - = W W PROP. ELEC. Q Q 54' R/W (DAWSON DRIVE) 18' 18' 1 ! t-�" 1✓� t- � �' 1_ i-- Z5" SM-125D GRASS SHOULDER 4" B -25 -'0 8" 21-B . CG-6 UD-4 TYPICAL CHANNEL UD-4 & COMBINATION UNDERDRIANS TO DOWNSTREAM DROP INLETS. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. TYPICAL ROAD SECTION - DAWSON DRIVE N.T.S. 25 MPH - 54' R/W - 1641 TPD LEGEND PROPOSED CONCRETE •..... ... ................... <. _ '-- .` ] , 4 PROPOSED PAOENT (8' 21B/3' BM-2/t -1/2'-SM-2A) ...... - - - . • . . -• . PROPOSED SUPER PAVE (8' 21 B/3' BM-25.0/SM I.25D} ...... :•_ _ --: _-•..•:.:•:.•: _ _.'' '.'_'- UTILITY PEDESTALS .••••.............................. I0 0 EXISTING STORM DRAINAGE & STRUCTURE ............ PROPOSED STORM DRAINAGE & STRUCTURE ...••........ PROPOSED WATER MAN ....... •... .... . .. ........_ --o W4---- EXISTING WATER MAIN ... .... ..................... _ PROPOSED FIRE HYDRANT ....... ....... ........... .... PROPOSED GATE VALVE & BOX ........... . ...... W+-- PROPOSED CURB & GUTTER..... ... • .......... PROPOSED CURB W/REV. GUTTER SLOPE ...... - ...._... PROPOSED FIRE LANE • .............................. irf:��,7, FR WJ :rff EXISTING SAN. SEWER AND MANHOLE ................. PROPOSED SAN. SEWER AND MANHOLE • . • .. • • • .. • • ... --►S.S,j..--rtSS+- PROPOSED UNDERGROUND ELECTRIC SERVICE . -- -- .. ELEC t-- PROPOSED UNDERGROUND TELEPHONE SERVICE .......•... TEL' --- t: 4" COND. 20' VERIZON VIRGINIA PROPOSED GAS SERVICE ............................. --�GASI- �Q� �� EASEMENT ( r ti �J � O B�, E r' !" '`�/"•.,^ , 1 �,r ,,° `, r' i / \ , � -_'.� ; ; - „ i r r f -- ti �- , , r , - ram. 1 �, r-4; - �,,-� : _ -� -,, ;- -, - - AL �: t _...... .._...__ - ..... _..._ ___ ._.._.. _- -._ - -. --- --- -.-. -. - _-.. __ --. ___ .._ ._ _ _..__ .-_- ___ -- -- -.- -.. - ___ ._- .... _,....... _._ _._ _, _......_ ___ -. __. _ __ -_ __. __. __ _.._- --- _. _._ -- -._. -__ -_ _- _ _ _- _. _- __..._ ... _ ,....._ _.- __- ._. ._ .....__ -_- _ - - _ - -- - -- .. .__ _ _.._- . __ .__ . _. ... -.. _ _. -_ -- _._ __ .__ __ __ .-- _ _ _ .. _ _-. _ _._ ._ __ -_. -. _._ ._. __. . _ _...._. _ ._ __ ._ _.. _._ -__ r _... d i d F b __ _ . .. x._ - _1 _._ _ _ , - 1, .._.._ __ _-- -__ -X- -. __ # .__ a_..._p_._ __,,ti _... _. __. ;,, _......r{ __ �,.. _.. __.�_.._ ... .__.. _ -__ - __. __ _ __ 1 a 1 q ,, x, t -- TO y A, i % � r J 1 \.w t /\\ 1 /. 1 .\ J .,�\ 3: 1 t l 3 -=!� ��\_ J�\ ,. A. ,I\ vPAi�lgNG' SETBACK- J\ r r �,A_ A.. � .'\ _, \V , \ �\. r _ \_. \ }, w \ ���"\ _ �_. J�� _. ��,�'� �� __ \ /� . u ti �r "� .' ._ . \ . d� ._ \.. .. IUNcxi _..., �� _v I. 6 9 9.38' M M ww__ t' �..� I to �, -- -- -- -- -- -- -- -- -- -- -- -- -- -- , . ..._._.._ .-- �.. J 25' B.R.L 75' 18° RCP CL N � 1.0% �„ - •�-•�G-- -".-�-•._. ____ .____- _____ _� .._._. _____ ___ .-.-.. ..�.. --..r _.-. ____ - � I �. _..._. .____ _.._ _ -_ __ -�.. _..-. ..____ _ � INV. IN- 798.75 60 ' - ; OVERHEAD ELECTRIC_ SER*E TO I W INV. ouT 79s.00 1800 S.F SHED I I ! 20' VERIZON VIRGINIA EXISTING SHED TO BE RELOCATED ES-1 REQ D EACH END EX. MAINTENANCE BLDG t D '. , ) ~_ _ _ _. __-._.-.-_____...__ _..._...__._.._ __-.__ ___ _.-____ ___._ ____ _.__.-__.-__-_----_ ______. _ _ � NO WATER OR SEWER 1089' F.F. = 800.50 i , IEASE�IENT ; UNDERGROUND WITH DEVELOP - FUTURE PARKING AREA (IF REQUIRED) SERVICE REQUIRED ) I - TELEPHONE PEDESTALS AND RIPRAP-/ USE: STORAGE _ _ MENT OF PHASE 2 IMPROVEMENTS. \ ! �, i �' - TO BE RELOCATED AS NECESSARY. _.L__ 4 { `�-- J _� I I N , I O . I I ` , I I i CXJ 1 _-- ___�_.__ _ ._ _ __..._ _____._ _ _ _. __ _._____ --..._ ; I 36 SPACES AVAILABLE ' __ __ _ __-.__.____I : t �_ `' PROP, TELE. PROP. TELE. ; I I t PAD / j I I -, { EX CONC r i s h ? PEDESTAL PEDESTAL I - / "� i 1 + `}- i '} ; SM __ 2.5A ASPHALT I I / I _c t� ' 4 . z z �; ,- �ROP05ED OVERLAY OF EX. PVh�T EX. PARKING STRIPS -loon Gall i " M r , ' `r { o o w .{� EXISTING PAVEMENT AREA TO BE OBSCURED ,GAS TANKS ' LOT #1 `� 4 { W) PRO-F.H. AS5Y. LOT tf' 2 { ., "T., I, PROVIDE PHYSICAL BARRIER TO A ��rr �� r 8 " c> ` DUMPSTER PAD W/OPAQUE � 2.7977 ACR E5 �.Y1 PROVIDE 2 BOLLARDS 0- PREVENT VEHICLE ACCESS TO UN- b p:r' oo 0o n BOARD FENCING W/DOUBLE- PRO-F.H. ASSY. / � 1 ? =+ . a k -+ I{ , �; DEVELOPED AREAS Of THE SITE SWING GATE. PRO. STR 9 PROVIDE 2 BOLLARDS / ob ZONED• ' .. \ ` + M .9499 Ci�ES M1 (TYPICAL OF THREE PLACES) r �, , oo / U5E: OFFICE i Fes; , TYPE D!-1 F i I RIM- 796.17 (~ `' TM I' 63 1 ' ` _&- �_ c 1 1=1(� e:., / F.-.- i I y �; ( o - - - - - - -- 80' x 20' LOADING A1ZEA - - - - - - W x 20' LOADING AREA '> ' s �, t2 I tr I I I I > `� �, 3 { ES-2 AND "":, I - i ; ) I W x 20' LOADING AREA L - - - - - - J W x 20" LOADING AREA L - - - - - - z � w i i 4 EC-1 REQUIRED I �InI, I f A i { t 1 ( L - - - - - - J OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD r7JERtiEAD avfRxe+D TRENCH DRAIN d C9 _ a I \_ , 90 74, DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR I� i I + S _, - OVERHEAII OVERHEAD OVERHEAD OV%RHEA, OVERHEAD OVERHEAD OVERfiEAD OVERHEAD OVERHEAD OVERHEAD I 5.00' , { k I_ 1 �,: � �� DOOR DOOR DOOR CiOR I DOOR DOOR DOOR DOOR I DOOR DOOR 2 1 1 i u ' `° ROOF DRAIN z ;: } `VI WAR I I0�0JG� I I �V��� I SLR 9 E M I I ; CONNECT TO ___.__.__..__. _ EXIST. STR 10 I �u.) ; I E T � o�®5Ep o���cEiw EHouSE ��o oSEn o���cE�uv EHouSE �r�o 05En M , C I: ; I /� � � > DI-� �� °--> O �fC�IW f��HOU�� 10,00 50.FT. O �iC IW f�EH0U5 �0,0o 50.FT. O� 1C lW i��H0U5 ' ' § m1 ` I I 10,00 5a FT. F.F. 4.33 10,0 5a FT. F.F. 3.33 10,00 5Q. FT. I W � ' N _ ,: � # � �' N 04.33 I F.F. 3.33 F.F. Q f�`i .. �. =._ -w � �- F.F. 0.33 s y=:: ,.-f ...r , �- A' f ESIGN I ` ua:. . z -1 I (�I I I I I I I I N '1'" ,I _ {_ _ 1 f E i ��I, ) o 1O'X6' STOOP �, i7�,vii-? I, I I I FRONT PARING- {1 ( I , f I , �� . I TYP. OF FOUR , SEWER LATERAL I j l � ` _- `, _�" , ( I i 1 j I �.�' �. ' - LOCATE TREE PER OWNER I �, { ,---- - R EAR LOADING AND >I, I ( I 50,40 50.0p ( F.D. CONN. w 4 CONCRETE WALK w I r" �.�' �.�' .j. �.�' �.��ITVONE 6 SEWER LATERAL TO ENTRANCE 8 2 ID _ ,• 50.00' S0.00' I I WILL SERVE ALL UNITS - !....-- . _ .� ,�,. 9' I I '!, -w:• (OR APPROVED EQ Y V ,. . - . :: +. 1;) i I I i Ii, a. e ,.% Laf .. _ I I jfyl- F 'i • h p 1 y 28 9 • ..1 - ••e..• .t ... - I I I t i' :• I I t _ _ a• t I • r:• 4 I� "( I ei, • i. t 9 t( it i i •1: ^ a = .- 0 VERI ON VI INIA Z RG I i - o 0 00. •r•` .. o 0 0 �r• =i N I I 0 � S � AEI(. 1 J I - r t i^ EMENT I oC� !- -1 - L' t -,- li ht F c�D PRO DE 20j EX S LAID T; 2.94q. , i I i �' I # _I 9 .-- I 7 ' B.F.L.�` O S P . C S PHY ICA - E _. _ o �` 28' I UN 0 AND LA ;AT 2.15% { I t�; 75'.R.L i I I 1 It. I` 2._ I_ _. S A ES _._-. ___ _. __ - __ _._.. _ _ _ - . 0 - ____ BAR IER _ ._ _1, - _ _ _ ___. 1___ _S P _ S _ _ -_ -. _. .- _____. ..___ _ _.._ I __ ___._ { �_._. _ 1t I t _�r� ,� ___ _..1- -_� -._ � _ ---i -7-,_ 1 `' I - �� ' ' I -` � � I CONN CT TO PR(1PoSED SEWER L- \ i PRO F.H. ASSY. F- -I 8 18 1 � PRO. SS MANHOLE 2 1= -1 8 18 1 PRO. STR 1 o I 1 6 DI CL 50 100, EXIST. SEWER MH 1 PROVIDE 2 BOLLARDS PROVIDE ES-1 _ EXIT. ; (, + ao - _ N TYPE DI-1 r,-, c pTj iS_ RIM= 795.00 C"j{ - PRO. STR 3 !NV-795.55 CD w WC-1 REQUIRED INV.IN= 78720 (2) - RIM- 802.25 1 o c� RIM= 798.40 I P SE 1 1 AND t l o TYPE: DI-1 IN PHASE II E INV. lN=793.45 (8 ( ' �' I RIM- 801. 5 " w INV, OUT=793.25 P I _- _ IW. OUT= 787.00 PRO. STR 5 I )1'1- I W I s I , I =° _ PROPOSED 6 SEWER LATERAL I TYPE. DI-3A c 1 0 - - _ - I EXIST STR 0 3 8 S C S a 1 S A E � 1 S P C S o �) . i PROVIDE fS (� � INVERT 1N AT BENCH (787.6 E5T) RIM= 801.70 '' ' _ -* 20 WATER _ -____ _�l Ic1n 4 W R � 4 5 i !� I ; i} I ASE T I I 11 - I 3 1 � NV. 790 { r ,I � CORE DILL NEW INVERT 1 , I ? I :_PROVIDE KOR �N_. SEAS�- Y U `e ¢ �alcl > ¢ Q Q vi c/i m CK� cr o 0 -; z 0 U w Z z 0 w 2 > Elf o w r%� J � I Q cn w - w z f-- a zo o Q � a_ 0) � Q a� O w w M vo � w J JW� s>_~Qw w Q¢ w O a Q o z Q" Q oQ w w wF c� �viw > o cV w p W V Z � � � (n LAJ w lL O aZ 0:: U) w n w awt- V w 5a w w C a a a a w a a w w w w w w L SEWER LATERALS �' �' N `�' �' �' w z w w w w w BE 4" DIAMETER Q LESS NOTED. o � � -- -- o N U 0 "\\\ �I I O N N O " � J •-- -- t- Q LY �g� 9 v 9�N w '� � w V *+ > L t LLJ 4) > . ~_ w as > u_ i � •� L_ � i cwn 0 to § w w m I- " L5 � • o n w OQ � Z : L. W Z � C MEM- o � w a c �oQ� � as ofZL- QL Yz��� � LU a p o c a '`t O U Q }�/ J W � U ¢ N V �woC) - 0 � CK o � o Q_woUj wo0 4 aaaoa V 0 64 w w w w w N Q v> cn cn cn cn > > > > > • � c - E m w w w w w CK�� 3 w y 0100 CIO 0000 '��o cli o otR I 0111111 I_ o oo r\ AID L > I G1Lw I'q \ �N= 8" 21 B 2" SM-2A Y o Uj"to0of SIDE DRIVEWAY Q LI E�wz r 1 B 3" BM-2 �o r� �' n_ w 6 w a UAL) �� w00 ../ . � � I �� . * CG 11 - - - !!I - � i r I :I h F. �_ r r t 1 ,, r t f r' r' 1 "^t " l ."� rs - - E r-Y ��" "t•^• � . '� :. � Imo-. � tt '� / f"� ... {' h:f P'`1 - d --. a- ' l �;� � d�• ft�"��.. _..._•___. .... ._ __ •+.•L� t_. '.-.�; ', `I''' ` •... '�^rf � ^F ;r �'.•. �v ..,� �a.:.� � Y'� { 'Yi H^i '.^i. �," ��Y { _ rw.ln- ..... _ - r_.3t:��� rii �T.• :A___:�L - �, �` :- - :- :_::. :: -:- : - 46 OB 28 W 238 !T - 8 PVC SEWER ®D.65X _ �� - - � G`l- 82 fT - �° SEWER 8� S2S 5% "' I1 � I . 20 DRAINAGC" ` I � IXISTIN - --. _ _�--- _ - - - - _ _TOTAL LENc1H EASEMENT l 1 - - • . AND PLUG IN PHASE II g c�� CG-11 Q EX. CG-11 `^,` 1 '-------------• ' --- ---- -- '-- --- - •- ...--- •-••-•-•---------- 1� � PR - � ... L. --l- 11 __._._.:i-_ !n - L --f-ifa Z__ -=---,= 'f:SR:1 .::::.::::::::::::::::::::__::: _:::......_ :: :.... . OP .............. .......................................... ...... ........................................... _.. .-_..-_.._____. _. _ ______._..._.._._._..._.__.. _..__•� _._ ...... _.__.__._.___.____.____._..___...._.........___...._._ Ii -----•----•---•................•-•__.._ _._.. ::::::::: •� ,�•yr� �• 1 ---•- -------- - - --- - - - - --- - • --- Y ::::. ..__::::: ._.. .. - __- ---.- i _ - co n X. DAWSON ----_--- •------ - ..._._::_.___ :. ,fir' 2 � _ E D -- - ••-'--•------•'•........ NiilZ :.-.795.8fk-- • ----'--------•---- - "' "' ..---• -- £14_W ........... .. ..1�-1 U } - r - :} -- - f : ::: `,.. _► . _ u '•- .-----.----.- + --- -•- - 0 ry :.:::::..::::::.:.:_ ._-- 0 - �A:_� P :::::... -. :_--:::._::::_ _ _ ...__ :......---•-•... -. -•--- ._...- . • ----'........................ -.. -- - ..... 2 . . >_P3.#.? --• .... •- ------- ---...............................- - . -- . •:... •_ T1N PVC SEWER .� .................................... ......... . -.... - • - -- • • • -_.-.........- ._.. ....-.-...._-...---.-...---.-- -- --..-..• •--- - ------------_-_--- ---.-_-..k1.7.-- .�E.� - `' ... ..8--••--'-•'•----....... _..-_.____..----- _ - ---.-.-.-.--------.-.._--_-_ -___.-_- a- . -=�1s_::_ .'_=::-::::::_ - > >>--•--••-- --------------- � 1-AIR RELEASE VALVE PROVIDE BARRICADE � � •_ ._.y��.•"--•_�--r..��...rr.. _.�-,.z-�--s-._...-...z.r-•�-�-�R�.,_..--:-.�...>.,�_�-_..�.t t r { Y EX. C8 EXTENSION 1 29 W : :.� c....=_� �......:. = -- -- - -- -- - N -- - -- -- -- - �- -- -- i. ` `� o PROPOSED l0' SDR 21 WATER a d'v �\ _ w EXISTING 10'" SDR 21 WATER MAIN . . ........ . . . •- 1 ::::::._:.__::_ 1_.".-�__::::_ 0 1a w 10 w 1o' w 1o' w w ;_; --. ---- -._N A, -.---_-___-___..____ _--.----------------!,.�,----.-------.-.---. __ - -- -- -- -- -- -- -- - -- -- - - � -- o - I ,� CG 11 M' _ ____ _ ._ ._ _ _ _ _ _ - - -.1 __ .___ .. _..__ _. _ ._ __ .._ _ _ __ _ EXIST. STR 6 1- 10 x$ TEE 1, % PRO. STR - 7 1 -1 O° GATE VALVE PRO. STR 6 TYPE: DI-3B W WATER EASEMENT (` 4' i•, , O TYPE. DI-36 PRO. STR 4 PRO. STR 2 " RIM= 802.95 TYPE• DI 3B aR4PfH/C SCW E 8 S GATE VALVE TYPE. DI-3B RIM= 801.362 EXIST. STR 8 L-2o.00ll �' I ,J RIM= so2.95 SEWER MT. FOR REMAINDER OF 1-10"x6" TEE I 1- F.N. A SY. 30 15 0 3o so RIM= 801.62 TYPE: DI-38 SEE SHEET 2. o - PLAN, 1-F.H. ASSY. W jG. E &TEE _� w/GATE V LVE * CG-12 HANDICAPPED ACCESS RAMPS � a 1-10" GATE VALVE i I " " I SHALL BE PROVIDED AS DIRECTED BY ( iN FELT )" _'',- 7"_;lTS. 10" SDR 21 t ' � THE VDOT INSPECTOR. t inch = JO ft. 1-F.H. ASSY• 10" GATE' VALVE & I- 10' JOINT PRO. STR 10 1-10" PLUG I ,� W/G.V. AND TEE PIPE. PLUG PROVIDED IN PHASE 1. TYPE- DI-1 I-i' "I RIM= 793.50 Q C3 44 rri'11 '°y 114 O q W '* M %r� ^� % rq In j 6 o O �_) 6_.� k v SCALE- / "=30' DRAWN BY- ,IDS PROJECT NO. DATE. 10-12-00 SHEET 3 of 6 CC Culvert Summary Storm Inlet Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 - 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -313 8 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 DI - 1 - 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 313 6 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 36 10 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 36 7 LEGEND EXISTING STORM DRAINAGE & STRUCTURE - - - - - - - - - ❑ PROPOSED STORM DRAINAGE & STRUCTURE .. . ....... PROPOSED CURB & GUTTER ..... - - - - ------ DRAINAGE FLOW ................................... EXISTING GRADE ......................... PROPOSED GRADE ................................ PROPOSED GRADE -PHASE II ........................ _ >� OUTLET PROTECTION SUMMARY CULVERT RIPRAP APRON APRON CLASS LENGTH WfDTH C8 1 8' 4' C9 Al 4 3' C1 1 6' 4' ROOF DR. Al 3' 2' DITCH Side Slope Min. Depth, D Lining, L A 6:1 12" GRASS B 10.1 12" GRASS 8 796.5 792.5 152,00 24 2.63 CMP 8 - 796.50 - - ES - 2 - PROPOSED EASEMENT AREA - - - - - - - ------- - - - - - - - - _ _ TEMPORARY SEDIMENT TRAP f 9 793.90 793 80.00 15 1.13 CMP 9 - 793.90 - 796.17 DI - 1 - C8exV, 788.3 788 10.00 24 2.50 RCP 1`0 788.00 787.80 - 793.50 DI - 1 - 10 787.8 783.50 182.00 { 24 2.36 RCP \DITCH Ai 803.0 796.5 540 - 1.20 GRASS BITCH /8 792.5 790.5 190 r - 1.05 GRASS ' PROPOSED SILT FENCE . .............. - sF AREAS TO BE RETURNED TO __V CONSTRUCTION ENTRANCE ®® FINISHED `GRADES SHOWN , FOLLOWING SITE STABILIZATION RIP RAP CNANt�EL LINING . O , GRASS LINED DI TCH SILT FENCE INLET PROTECTION - ' ' ' ' ' ' ' ' ' ' ' C0 t \ t , SEDIMENT TRAP ....................... 1 t � RFCD !t ROCK FILLED CHEeg DAL_ . ................... PROP. ELEC. DRAINAGE AREA AND ..................... .----------------------- is i 1 < 4" COND. 2: � l 1 �� _ V ti I t l r i ... .. _ e � � f �, V \J' ..',F""� •ti -'.. t , , s°^•.. .-".,° t .".•` v t''^�, `\ t `�.:•'-•- � ••.lam ./' . �r '.; %^ \!' r \<11.1'� T is �;r '!/,.-.y� ,r/ .�,...- •-•`i: t' • � t: V �`'•t Y `,/^ /^jf-' d/,^.� •-•,. 4 �d __. _ _ T h ............................. a -A s 1 t A A /^ P4. i E f t a1 a t+ r i`. '� �`\, `,, _,. /`� ,� f \ i'k � �. %`\ !'� ,I �..-„+pt". ..\, F�'; ........................ ' j' k AVj'•, i i �. P 9 P d A. t.� � f h ` tl �\ .l� J' , rt,.. ✓' /'+,,..•J�.s''`,.,.,r�• .',TEL' T�L TEL TEL r-Er • I^h IN OUT y r E _CL-Al RIP RAP _ .. _ W 6' L 8' RFCD _ °'+ _..._..._._.._.. 7 798.90 1800 SY SHED X 797.62 x 7s7.t5 � EX. `MA1td�ENANCE BLDG �,• - RFCD a n / ----------- --- F - F. F = 80C� 0 F ELV 801 90 9 Z Z ' ; so1.9Q BUILDING HEIGHT-- 18'-• 8- Pvc% t� ' •_..,. -• ` '/-INV.=798.99 + - . >�'' IX PoPRAP t I INV. IN- 798.75 C I PROP. TELE. ! i= PEDESTAL ES-1 RED 75 18" RCP (CL IV) 0 1.07. .! cn t t r I N 1 ' N L_ Ti4 i r d f � _. 6'•°°"'4 r r � T C 803.75 ... PRO. STR 9- ( C 10 T C 803. O4 T C 800.50 8 {i M \ T 8 3.40 T C 801.70 �' t T M _ = T C 802.25 "" : T C 799.40 T 6 6 r` T C 191.50 j T C 797.35 1 - T C 804.In i I kn T C 797.00 V. 792.50 - v j I _ T C 803.67 T C 803.61 j C 191.40 T C 196.15 - ES-1 AND ' P T C 804.75 T C 804.75 r ; i (! f' ( I 803.25 T C 803.75 803.25 T C 796.75 } EC-1 REQUIRED { T C 804.75 T C 803.75 w ! r 8Q4.75 OVERHEAD OVERHEAD G1Qtk1FAD OVERHEAD - OVERHEAD OVERHEAD OVERHEAD OVERHEAD + C9 'T r 804.3Q t)OOR DOOR DOOR DOOR 803.30 POOR DOOR DOOR DOOR INV. 793 r ; ' I _ ! (NERHEAD OVErBiEW OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD T C .DOORT $(l0..66 796.17 DOOR DOOR DOOR DOOR � DOOR DOOR DOOR DOOR � � 0 DOOR 2 0$' i y � r I WA I PROMOOEn I I ROM05ED � I :J I �y� c� _ t EXIST, STR lO E f o _ - OTHP OFFICE/W�REHOUH FROI�050 OFFICE/W�REHOU5E i ROM05ED T1PE DI ! OFFICE/W�REHOUH 10,00 5QFT. OFFICE/W�REHOUH 10,0005Q. FT. OFFICE/W�REHOU5E � ( - i 1 d T C 803.70 ----------------------10_-,00_-5GL_FT.----------------------------------F.F.WZ33-- -104Q _•5&fT.---------------- F.F. k,333 10 00 50. FT. ' < N T c so4.00 UN1 #4 UNl #2 i m � ,I F.F. 04.33 F.F. 03.33 F.F. 00.33 _ ` s �,.: U NI #a U NI #3 U N #1 � ; � ; K�; ���;�` ;�- r : ►_ =_--__ � �= --_�--= ( T 799. 'rv•a.,. _ g f 4 SEINER IATE(t�t. 50.00' 50.00' 50.00 w 50.00 g w' I o 1 r I r r I r r r ! E ( 50.00 50.00 - _ ,;: _� :� 50.00 50.00 - 50.00 50.00 I ! f • . i t _ t ( - t J TC803.5 b I f •!• d 1 - 1 I 2 T 80 .50 f _ C 2 TC8 .1 J 00 3 I d i •a%• 1 t, 2 �a a I •r .CP C 7 9.75 T C 798.50 -�! C 8 3.75 T 801.1 T C 0.00 ° I (• -�' I _ ( �• I �• �,• ( !RFCD ° � s; "))� � .• I 11 } 1 ' - I T C 79 0 1 r I I '��::��`f .75 PROM -1 T C 0 25 �p PRO' STR T C 799,50 r < I - TYPE: DI-1 { j T C •8Q2.85.• PRO. STR 3 INV - 55 I RIM= 798.40 0� 1 AND \ ( _ T C .20 I TYPE: DI 1 T C 802.25 PHASE II T C 0 .7 A PC:1 REQUIRED 5 802. 0 " T C 803.60 ' 80 .35 � � � RI - . 5 I G 791.50 �I JV" PRO. STR 5 + .. t r'"` ���� �. a ;. _ I f;1EXIST. STR /qr. TYPE• 01-3A { „ ' T . 03 0 T C 80 - - = { ROODE ES- t I f RIM= 801.70 i'h I T C 80 . I _ I I I _ I1 I I I F, T 2 0 8 .25 LCK .15 T C 98.90 NV 790.50 , .A ,. i., t T C 8 � ,r ,, r, - I . E. �� ...., _ -a �<�"' �-, _ f e.>� �...t� ;_,,� :.�;s � � .� �-���£���>�'�4-, � _ ��,�,a ... f�..� c �;wv�. �� �.:A _.�� �� _, �_ :�� -•� �'� T C 797.05 IP !1� 6 S.S. -� 8 $.S. - ___. - � ,. •�...._ I �rzt.. , t _ IF -------------------------------------•-•- -------------------._...._...-_---____---------- - ---- - - - -- ---- -- - -•-- - - - S 2.67 \ B02 END CONSTRUCTION OF CULVERT C3,' ;t INV.= 795.54Dsl IF >fl - IP 802.42 ^ HLPT - 4.13 DE ES-1 Y V ✓ (! .. E ''` E /\ . D AWS O N \ - oof � o+ ;, DQ+6 - $at TA. 7+50 oof8 -------------- - 5-� oo�-�- � • oo� _ � };� 54'oQ-� WN 25 MP END PHASE If ROADWAY g0 s 1 1 t o > >> w,, ` ... '--- ... _ .._ .ter -:-•:ram- • r:n<r.-,•.-:> • 6 41 29 W -- - -- -- -- - -- -- t 1 EX. C8 EXTENSION 10' w g 10' w 10' w �¢ IN 10' we w T ''801.70 T ,c so ke IV a I -^ 801.5 ' - - --- ----- -- - --------------------- T so _ ST. STR 6- PRO. STR 7 PRO. STR 6 + v= 7�•2s IP TYPE: DI-3B PRO. STR 4 PRO. STR 2 TYPE DI-36 f � �i S�i ... TYPE.• DI-3B -• , j ••• RIM= 802.95 TYPE' DI-3B _ RA�H� ALE _ TYPE: Di-3B RIM= 801.62 c� EXIST,, STR �__. ----- 1 RIM= 802.95 30 0 3o so RIM= 801.62 - _ _ _ --- E• DI-3B I I I I _ -- - - - - --------- ---- - ---------- - ;� ,J IN FEET ---------------------- -- - 1t �%' 1 inch = ,3o ft. --- PRO. STR 10 ` c TYPE: DI-1 RM= 793.50 ° } 111110 1111 Im 1:�� c1_1 �I�Ip N w co Q o z a z !A LJ a z m w z W 0 00 Q� ) z jS1 z cn c- � W Z Z � � 77a� W Q W O Q Y y� ¢ o cn o z0 ¢ - VV{A C_) O OJ w tT I j P t= w cn w F_ Q W p W Q W J o > cn o � w W o Q o LLJw w z z o w o w w W W W W W W W 5 (n (n cn cn cn cn w w W W W W W o C)°° o C) C) o � o Q � 1 I I t) N N o N I N Ln co El - of" p i. O v 2. •r.1 D > m aQ OD a� C c a6 CL C aS � s v (D w *10 Y wv� D1D It > GyNrA Y O y��., J 4 3 z zQ� 0 oQ�,�z z i Q of of w 0 o Z q� L r� � qo q �o �w O Z Q q � v � W W SCALE- 30 ' DRAWN BY: IDS PROJECT NO. DATE 10-12-00 SHEET 4 of 6 0 cast in place access door centered in top (see note 1) varies 2' max. at property line (see note 2) roadway box 2" type K copper tubing (no joints AI` from main to curb stop) saddle with corporation rs. .... stop water main \ ball valve curb stop with FIP ends, with 2" gate valve operating nut Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade .:•; •„.-3' riser section for 4' diameter manhole with cutouts '-z- solid support blocks under custom setter 6" stone bedding i NOTES: 1. Access door shall be by Holliday Products or our approved equal: 8" a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 concrete pad 1'-6" sq. x 6" deep screw type adjustable valve box locator peg m '• Y . •: yr .'�• thrust block 36" min. valve megalugged egolugs to main megalug, 18" to 24" Box 8"x 16' solid block (tor valves 12" and larger) GATE VALVE Figure 8 concrete thrust block french width as re wired ...,_. ____ ......... .. .. ... ... . ......_... ..... _r... 1 i I i U i I I E i I I Z 8- 1 4(Z o O O I.. i 1 LLJ > LrS I u 1 I _ t i i -1 . t, t• t W I Mc - iQJW i I co I) + t •z Q `f Q rn 1 l� CC- 1LLJ Cr ZA t.a.. `l '' illr { CJ 1 J ��' ; i { > m ____. �, _.-._._--_--..__ _- _-I__.--_._. ____.___._ __...___ ..____._. _.__ ._ ~"__.__._.___....._ .__-_-;_._...._..__ ��1 _ _- l m ._. _._ 360 MiN. C01 8v4 I WATER MAIN TO 6" dia. schedule 40 steel pipe filled wit ' n' 3' concrete and ainted r::'< yellow -:z's 7' 18" dio. ?` }:4 •',. concrete r,� :'.;, F: ;.•C encasement v D(1LLARD DETAIL direction of setting to be approved prior to installation V. as required concrete pod l'-6" sq. x 6" deep 2" min. - 6" mox. stone to be minimum I screw type able I of 6" above top of base valve box valve box 'D--locator peg mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 450.00 VC � HIGH ` OtNT ELEV =' 804,13 0 HIGH rOINT STA = �+58.35 + SUP 35 spigot SDR 35 spigot h•` eted SOR 21 gtoe11by bylo5bend bell adcpk R } ^>, 2• H 1 ti locator peg Ai "ij I�•1 .. , ., Y., !`�� .A; :.a: 'W'' %'•. -:��t :tom`: ar. 'N.i; ...• ��.>:i`k✓�.++x a:i:�•:�...v - > .J ri Y �4 c L• .'ram - .`. <> \,' r: ^ 1:%{ ;,1.4 me.'•. - �•fY •,• v •, My :i, n ;_ ^f 21 gasketed pipe and fittings ?t :rc 35 s'Ya• gaskefed bell wye SCCIH 44a s:, wela c tcQ Awe ty line / 7w '74- r6' 36, min. corer r. ' traot,M 2 x 4' with *' '` top 6 pointed green 4' pipe at 200V • minknum grade .r; . GRAVITY SEWER SERVICE LATERAL Figure 15 PHASE i/I - NOT PART OF THiS CONTRACT NOT APPROVED FOR CONSTRUCTION BY F.C.S.A. I PVI STA = 7+25 U., 1 i I Q I' r I ELEV _ - 80�.04 tf { A.D. _-5.22`-' z E i K = 86.201LU Z V.S.D.= 339 PROPOSED SEWER WH 2 4 STA: 7 23.30 (37' Rt) I ^ i N ' g i - RIM- 02.25 fNV IN 793. 5 (8) i Fit INV. Ot IT= 793.25 + CO :Z j C1 o�zq W � O PROP. • 1 I+ 0 E GRA 0 � � EX. GRADE IE , i Q » R001.75% C2_103 18 I 792 ­4 l 1 f I i t { { I 1 t • QVC LENGTH}' 82 �TnTAL 1 I ' I 1 H. I 1-F � r � .�.-•tar ASSE LY I r 1 I• I ��� r -;' {:: ' ^� _....,�...._-.•�i���'' �,.i,� �-------�----tN•fG:V:_&_TE'�-- - CONTRACTOR T� REL PiPE AT 2.15q OC 24 1 , i r I / /e r i i _ r Q • �f s� § . a, , f L I i i i i i t` r L i 1 I I , , � 11 • I 1 I I ' I j 1 �• i' `I, �' i ' 4 _ 768 i i DATUM ELEil1 �II N 00 C3-193 !$ o o o,� I O (W O � ao v a, Co;a PROP. �TR. Id a lli o STA 10+ 5.41 i 2 Q. �I. • RIM= 80195 iW. iN =I 797.40 iNV. OUT 97 //�7 Q 1•L N-173 FT 15» RCP 2% 3 CF @ 0.527. I I I i ' 238 FT. ' 8 PVC S t ER ®0.65� i I D (TO END I PHASE 11) STA: 8+58. ' STA: 7+41.79 i 1-AiR RELEASE VALVE IL FIRE HYDRANT ASS'Y LOCATE AT HIGH POINT 1 10" GATE VALVE,' OF WATERLINE 2r-JTS PIPE (TO END PHASE ii) j i I I I - 2" DOMESTIC SERVICE; � 4 STA: �,+28.71 j 1-10OX6" TEE 1-6" GATE VALVE -' 6" FiRE SERVICE i I I 1'0.6q /general badcfill OD _ten• 24" corefully compacted ::• �• a select backfill o.0 11; .: s' 6. stone aggregote STANDARD TRENCH & BEDDING Figure 1 W z J I I 0- 1 PROP., STR. 5 I I STA. 1 92.81 TYPE: -3A THRC I RiM= 1.70 NV O = 797.80 45•a I i- FIRE HYDRANT ASS/Y• i-10 z6" TEE 1-10" GAT' V VALVE Z-JTS....t0SDR AL 21._..... 1-10" PLUG 765.00 aN0 (\ n � 00 Op 00 00 Q r-,� � O F,� 0) h QO NN Cn r�� � O � � 03O �O �N- � c-J O coo 00 �00 a0O �� O ao 00O Od- COO co r"� O 00O ao � O ooO co O co 00O U-) J- QO N C0O N �00 CpO oo 00 CO co Lc') O O 00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 -PROFILE DA IrSON DRIVE SCAL E- 1 "= 50 ' HORIZ• 1 '= 5 ' VERT 8+00 9+00 10+00 11+00 12+00 DI -I J Slap. -lob. aalded ,•rMnN Na(r0fppw. A,_r NOTES fn de,OiN ,b Ord 57-1. z•.Y---� >r i- 7'Davaeo hdr AlyinJrn 4.Ow (P) to M 10' Tar ydenr Mpfn :r •�"�- _ _ L iI b E '. re:or = Y WA. NtM ww fqO O,dcM IN O t N a n..hop d ffl t".,_-_-_.. _., •- 4*Nf.nuor E.1 E5 aa[<e ..7. cInWrG %,n 13-J'hr coil et r' I j :v g m 7• . •' -d'd�h °pR,np aMssoro al nctraY •.ueexm In r. ;b 1 ►ee,eTaor s+oe.n N rO to •,C+wlw +: Me ark• b1e a Mt drgY -^', l I I � t. ,n a1. • Ir-a'=a'hr zr •es".bn „4t :anad. Ll , _ _ I - I �•N» : TNf 1•h+ I.,IN,, 011-1 0' OMt n pk,• 1._-.�...•.. •' I 41 an w Pow G k to to tbu A) iv w.cd[t �'�•,• � .'• ., TMt'M Wn.,pi"a'm Mandl oan�d�s.� •tyo•�c�N �d j SECTION A -A hn par,o me 1pp o+•ee srWL,e.Rdn-'h "drnerswro d,n•>rora •loll n<c..✓m:rv,e b, Itc !:ra.ocror nYe 1mdle0's PLAN a a . a'Smpdh Oew, ! op.r•a 12 h w • N se re•,1 d er eafbl PM a Igor e.n I G+oI•Ren,crad' 4Cto n•pacedN eR I; odla•nr CONCt1ETE OVANTIl1ES FOR WIN DEPTN eeW- 4ry .,ructve.,N n,Nt a iNIRc'L/• owslo '* WNp he. W`i '1I.'•,12' ;."l t.yowi, MOTdtatf to'c•ts.le Pf'•IAht 12 "<[x pq• laaOQ•Yetd. C-,# o P.*q .G +•n[• N ,,,ol1. ca h v." nAth oe go'w'.eN It•" r•n, f11N•T•nl ;5"[ore.yp •Ibis CuYee cow 416 tr DG^d✓'e d aq:b n +N ,urctLs TN <at A„ se d�c O fJ3 'nfh, NrAp•I A W of owel. 2"ra•rgfeh,wvM 13 [dnr,+6$OCY YGe CPvdN MI Inenlq v.a G KMdN ^+,e ate b•d Ar +rs1 W4+Xc CId1A cMlWad I✓nly ,n porldM g••gervlyd TIY•3,A 2A-Iar'e pip' tat? Cu Yp. ghosts NN a1•,KYfe Ou 11:Qe pl ,Much,.. AA] 0469 Cr Yde p"4464!e04 roof ol4ah £$EfT1a4 St'ELL SECTION ca5T :RO4 2-e• a NOTES L 2'Eiplif}• .-�.t--1 r-d� .� p a" ti;+y-- "1'3}-' It`7IYw ro b• Ore W od I - - , /} �fi cdc*x J �••Ineee d.39., "W- C one e,d lot Ell nw, L "•.r a svMlkuroe er Iti .va• npn e-' --. a:nala+ ` T;, I.qc d. I+orp Nr•on. WNd as a1W F -31U A.. A.t. v l III do LOnW.IaeJ .d,cN4 tdpderl fJ !. taMLt STEEL y CAS• }- MOM i:e sws,_ .� WON 1 I" 1 •N r-'• 1 SECTION C-C T APPROXIMATE WEIGHT SECTION B-R awluXtr; roR 0.1 son rAST IR7, CeAY O•a• 30 1 .e W DETAILS OF COLLAR AND GRATE SPECIFICATION STANDARD DROP INLET REFERENCE. 12'-24 PiPE MAXIMUM DEPTH(H)=10 233 V`RGIMA DEPARTMENT 302 IG4.CS TRANSf•ORTATICN Eli- 3A-38-3C ...r_..c.N<.a.lwp. k"1:4 a to pberfMd�wea.ed.:«.I rn •,v el eA'J7 wnro 1 P 'OCCun.ry[on:•!'t in p•W,x ull'a,•IY•. q .yn.nnt .'tnan:W ,,:y,. n,No ::.ascot "NM! N 4•d MpN FROTAon .Ant• a P''-: \ t ,;Ma[:fb; .Y;r+f ,...�wcl,Gl i•!�!!u.,,..�.1_.- 1 -%- fSeN-Mn aly 1 I( E Sid I "T t W d „i•-'-Fm dGI eJ.1 r a+e a CwY "} jjjj l'r • P Il I 4�j ,; - T .�••r{..-q+1 T Tipe L Tw�i. v.! • .L.LJ: _. 1 J fY Nv Eir 17 - �1� TTT��iiTTTT-"d Y4 VLN IriSE SE CC A •r.•tt-e i ttL: - I - 1 Ctre -' I �•M M t' Iw Gea Co.N Lu1t1 -' eH *W to. tom Celia Gpn•�N.W Ii- da,. i , J� N NN 4 e.,.wa•.. M INiw Gam• .• ..�" ,.•nM CM>. dW,Y „ N N OMN/.I.SN Own �L,� --� 1� PLAN el•'• �• - ear•.._- r= __. h?•Ns. -'-� e'Nv. Tau ate N.) to egtN:, n •Nn coR Ae ••Moth IW , - 1C7 Llaa '1 eNe C ♦, <fiN OnH ro m•e n e.n d>1 pnN.. t'- ,- _. ir:-:•ram r= 1 IP �•-A�, .>,." B --�....__.._� s•�_... [.e'----I SECTION D'B • OCWkJaba erne 'd11 a Go. 4 A•rer er•N 1 1 e011 I {} 1 A NN tor" IPA/ N ­1 M C + s•aMw L: is rp• whca•a a cw7 s+•.doe. : �.- ' -- --- ..Lrywn...•« 4N' .NI:I 1 F4OYT ELEVATION r • e 1 coal v3 N .Md 'l � 'raa.p,. cam �. __J N•n• � A CP P e CO � dN••dN/I Ma. or b �ad4r l.. ••I -•A t•Y LMn MI In Yalpp•NIp141'•m IN ldlJn • .pNnWN'hN' y!1 , a•.p aetN N,.N Iv r nM1•v:f„e1 N,elpe .`eyNMr. L1tt,.r fW 2 P•gati(M.avn .j, •y- • ". Mntsa SN,n•. N»1 "ryN JlaJ nxc!-!axs Y' •tww•e te0 l'Nf'�''Ni f '�L!cdl n.,.IN .: n,Mfel[• dt-,0w1,,MMb. W 11NPvwt "60003-k' rrdf f>"r a.q.. sn ,.>ce.,t o••.ro. .o. •r•awd<whoNwN IrNS N i e l--s'•r--1 ri• "' /•.• rn dw-bn it e•ruboo, W 4w•n ee• rl,ret It 2 Woos, d I W t W. ._.. W-3M 01-3e .--- -_~ Oi_3C 1-- r T- r T 1 _ - - --�� I f• 'J NL111 •---^--IN IIIImo..�4 - Y'xIL•• hi e y _ _J 1 _ I I r n a ref _._� ,Ilan eeaa.•O a Wa N M n r M drlN h KNdrrl .Nor ra a +dean JN• 1 '. ,Y Nf d yolry SbMo1 s IrNAW T.••tl•QANN•en Np'•n MrN llenep VwsWc l:N p+fMtlNr aJIC. '"�••°�b"•Wo-Y..N WN. •.w.w tilNwM.V..Y•r" P[IAR. TTO u.CO ,.red f•rn,n "•<„ a[ Irt [.1fNl f i. A to, I,M n,r[+aer,ryen'n' Lary. N Ne• ILI •x,• n -1 a,M, N •1•an a Wv AfNAGENTO OJIID e nnl:n., ne Opparx•Gle o'h 1-ff.N '.y p C es o:N rn. p .A d.neruor:t M 17n GLT PI iTM In0.1 bdkb n.ys .s lea ternatpr an NII sled„ xl. •�••�• "^I .. w.d r !-7 ,YO:m,.se1 M u"r 1 ,I •a HW. N een,rm • MaM,N aw• V._".Jr..a•. 1.,M NNa $hotel I of 2 STANDARD CURB DROP INLET 3PECIFfCraTION 12^-30'PIPE MAXIMUM DEPTH (H)c8' REFERENCE V IRGINIA D'PAR (MINT 104.091 TRANSP RTATION • -r a. m .:d a y' ', •..' • '•• .,_-1e' '-•-- - ' _� _,,, •,�_ The bore m of the carb and �gW1er may be cmairueled pa,allet to It* slope of sub- �_•- B'-•' ( -2'-Da sutfOct Courses ofovided a minimum depth of T• is This of the option of it.* Contractor maintained. This Coto is lobe used Whan design speed W 40 MPH or less an Rwcf Nghweys and 45 MPH ar tbie: Care curb B WtW tarefq a roAus less In deveioped urban a suburban of 300•or less (doN tact of oxb) shall areas. ba Paid to, as .*doll combtrohon curb 8 qutler. Thld {lam may be precast or cost in place. Concrels to be Class A3 if cost in ploce, 4000PSI If precast SPECIFICATION REFERENCE COMBINATION 61P CURB 81 GUTTER - 1 O VIRGINIA DEPARTMENT 502 TRANSPORTATION 2aLOS L� sal_ ac.-:d« e..�'• .• S�aY"nM S.np:ateA :-• "r.K 4'IYOL _ senora I 'r' { �x c ace rD►Vrfard Y l- ra aoeLre aa.w�A lark •orR itno- N[A AW." 7 ve.NAx -(row d Oast smJk'rl ern m ofroryree IATth -d I%r AdJhilpl rETl. fd and PAVED SHOULD R SECTION NOTES UNOERDRAIN OUTLET " MARKER DETAIL txvr d s.arwdn a,nrn eo s r,^w `r rrJ.-W, S.,w AnnMaeY r Woe. d sfY,.ft or .05C frcn W,/ L:bd [MY V wte rocassr L"V, - M 0. I .kw I I A(n,; •ee. Prue _.�7 ' CNrf wrr fift VV" I r".n poi' me•:e! Mdrr µMot 51x• Prof P k t f9 ro .e lde'^•ds Wr'O Nt'M Pta' `__' y -, ry die- aa• 9i(1•w.! F'Pdn+n'faL MhM'lt•y Aiks' •rj,jr'�A :L'?'rtlD'. RIM�•dM" Mtn E .er.Mrn •I•'V-:`_ ip �rc - Y,tF.f lF a./e tz mc:ab..eoY flw,mn,r~0 AM'Ole- • �•K MPr - , IM"o rod AIuT,r) li N[A bp•nPMi 11- ,, kNroM! 9' ,.-J n I, cmn k i p..d•p w ar,rf•frhf rxd'nft' rda•!..----./ pw.e.-Yred fn mw•norc• NIM I,r wan N•MrYr NMA!!.t a .ra.:'mv 4•rc ••rt•." :Z;V m f:M-fwr w!d OM.tode JOvn ee'k/; o.raNk 'wrf•.[CV d .YrIJ Lt/A'nxt 000. A!LY «. J'S*1' na:M n. u'eL•di-er f.or. my fy •SWd Ifn v.W rc 4aYRl•a} wdr• wo,✓. J2 ore lh Ap d de,repe ten-. Sulp-ode Y,wk' Afrd.r fi a ycold d rmfar A'N d o:f urMera'n lnrldMk+s tc'.f:,0 ' %p4CEN,r "N•:rLWMd.N Id L•.d CURB AVO GUTTER SECTION ; d"or"wwan",f'I°rc`"^A.` I LONGITUDINAL_ PERFORATED PIPE NON-PERrORATED OUTLET PIPE �......_......_..._....- Tym a PIPp YR.I!Idt:"1 cm,fA Cbr . A1rinP, ,•,.�ayrmN -, SrtmrAtb'rAJC Crus(n,p Sff"'I -- x-- WS/LF IOW LW -'- l?70 f.YD M - - HW Type OF Pipe ... -._. Cllfsty sn"h tR5/fF rW0 -_ tax MW- vmn;.e tpy -- C.I.XW AWL- I_ ore . AW,*171AM --_ A2W-.-- selVnrMAC 1}3 5J 5", RV,K _I. ?on*. >o Y."Y r• �rn_'.aAfnd f+E, ra MS!f70 Y•p3t AA54J0 M252 • *I*rhl.*- r sn7hclet • lea TA'rcrtLs (frdrlk.iaM •♦ Tened a 000 N ATM Da&Y esz dVfs7b'L II~ 5100.1410, STANDARD PIPE' UNDEROR/1IN --- ---- - -- `-- - FOR PAV C'MENT EDGEDRAIN To, VfiW A pEIMrYEnr Or TRMSPWIATION eti'D3 }- vi vi c�i vi vi m C7 Cj � Q Cd 0 I I Z 0 _ Z fry cn cn 0 zzcnzz > F wwl-ww ZE w O O g 0 0 U ¢ ¢ U Q cn V) i, -- fn oo LL 1 C 4: a;W w W W W CL_ CL CL CL CL Cp CO C_l Ca t� w LAJ L+J w w (n C/ i V) (n 00 I- ol) o00 L EV "­3 '0- LO .VA 0 LI- a V IL as C PIZ m J O �I 0) s 1 W t� Tv .tC1 t11 a it>u.w G1 A Nf - 0 o LJIt Wow at"o- LU)z x UO WW0 N O I.L. Q F_ W0W _W � o N0wW - V q� O L E.,,q 3)LZ V W SCALE: 1 "= 50' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 10-12-00 SHEET 5 o1= 6e SILT FENCE C UL VE.R T INLET CONSTRUCTION OF A SILT FENCE I 17 FT, i (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE ROCK CHECK DAM P.R O TE C TION I. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH ' o"Im n„�ad1 UPSLOPE ALONG THE LINE OF 2 ACRES OR LESS OF DRAINAGE AREA: ENDWALL STAKES. 70' MIN. EXISTING rt 4. w000 RML rye o s A 3' PAVEMENT 1`v 8` Rdldl SAwH 6'iv1AX. g;] ea+aos s-♦^ Loxc. stm roe opxvax _ - �\ %t rnc�anv — �ExCAVATEL) AREA /- �-�� ` 8• s.°' ewcol p DEPTH 4 III - —ORIGINAL GROUND .1 �ri �• �� FILTER CLOTH 6" MIN. A MOUNTABLE BERM ma — (OPTIONAL) ELEVATION 3' ; 5 a DA. BmtS ,wrfil J HEIGHT VS. WIDTH REQUIREMENTS FILTER CLOTH W 14SH ISM CONcivi - - / TOE OF FILL /,_./ SIDE ELEVATION �� � —------- CULVERT/"� �� _ j �/' / IIII ) t . •' soeo eAr s" CON YdtE sue +/ s a A `° A o ACMM (OPTIONAL) �/' G�-f' •/f_ /� C••t--- J EXISTING GROUND � � IIf O / / W FLOM / / 70' MIN, (DOWNS"I'REAM VIEW) ORIGINAL 3w4= T GROUND WASHRACK 10' MIN. # 17 — ELEV. 4" COARSE AGGREGATE FOOTING tE - MWA f 4) -I I- N 3. STAPLE FILTER MATERIAL 4. BACKFUI AND COMPACT -� • 3 6 COARSE AGGREGATE TO STAKES AND EXTEND THE EXCAVATED SOIL. FLOW b I _ 12' MIN. �.---- -1 I (— 'v I I I I I I 1111 I I i IEll ' I I I I ( I IT INTO THE TRENCH. EXISTING =III I_ 0 PAVEMENT (EXCAVATED) SECTION A O 10,11 (2) Fg.ILLED D 1`071tE l —I I -- _ —i FILTER CLOTH TOE OF FILL — nuEo Post J 4 —i i ,—t , t—tit—t i CLASS I RIP RAP OL 12 FT. -1 i t—i I I=1 I I=1 I I=►' 0 0 ./ ,i VDOT B1 + •� POSITIVE DRAINAGE 10' MIN. - SILT FENCE o o COURSE AGGREGATE g i TO SEDIMENT � �� M OF QUTLEf DISTANCE IS 6' MINIMUM If FLOW �'� --'� —�— 2-10 ACRES OF DRAINAGE AREA: IS TOWARD EMBANKMENT y -- IIII ��-` ��----- •-,�, '-" •MUST EXTEND FULL WIDTH Y�;4'swttiry FLOW / IIii, Of INGRESS AND EGRESS PLAN VIEW PLAN vIEW A : x -• A OPERATION 1T-0' e x ,dr`,2• a ��•`.�.*.• 'rr �• ��-•I- �� C _.. �-••i ,—_I- .1:.-`.rr.st.t'���: A DIVERSION y/ �! i•� _vnn s^S•T. �3DIKE FLOW 12' MIN. �« � DRht Ok '..`\ "' �':. ;•'w- :"': µ"��, t,1.4�' q�,ur;•`r)f•� �;',4,, �:�%t?' v ,�.. �� 1p1/• s• X'Zr jsw '<' ice. tzj.-y',�`r��i•"�.;: ~ Ds+fN.06 VAY VERn a:,,'a^. .'' ' " .. ..'✓` "'a Y.•"P `$.� 5' 0oWC"%1S •e:. i.�;+,t"�`., ., �4 .•kVv.+ s 4 1,YiL '': Y... Ws' •p�a,Yr't� •' 1+.+N+:. „ ' "� tit , v•uo- •r••.'2 a".51-;�'r�'t.r. •';°�.� �'t•v^-. OPTIONAL STONE COMBINA TION I�� ICI 3" MIN. 3' J///// ;i,•;• i ;°'ti SHEET FLOW INSTALLATION 3" MIN. FILTER CIATH / �, .." '..:•< :,. (PERSPECTIVE VIEW) (OPTIONAL) s a xrm�et4 ceu HaEs of m�cr�tE 70 LOCK OYES et OPEN COARSE /// //� • •.., ,4. ,�`-;' i" 7.5 FILTER CLOTH STEEL ntaNc (2) 2s` LOW 3/8. 2oos FILTER -.r-+►I--+r—•— +e. DOWNSTREAM VIEW Y 00 CLWD Post�t+s, AGGREGATE SECTION A —A ( ) CLOTH/�i FLOW 6,-7" Nl JOINTS g. S0IAK S1'O�EL EXCAVATED AREA A p VDOT #1 lA COARSE AGGREGATE FLOW!':;+n: •': 3 /2 o COARSE AGGREGATE SMALL BE Vi)07 #3, #357, OR #5 ` zy 3' am 5 ® TEMPORARY SEDIMENT TRAP; vEsc 3. a 3—a >l1L�r�s' NOT TO SCALE POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE 3 n �txEEN eOIFYY> �VOOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B—B CLASS I RIPRAP HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION) FRONT ELEVATION SEDIMENT TRAP A B SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: Adapted from i1i ILA of SirEnr and Fayrig 951 1[�il em for Sedjment Controt,VA DW PU?E. 3.05-2 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. OSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 STANDS TRASH ENCLOSURE DETAIL OUTLET WEIR LENGTH, A 12.0 15.0 Sherwood and Tyant TOP BERM WIDTH, W 4,0 4,5 Es-2 ALTERNATE CONNECTION r°pe D own uw RIP RAP TOP WIDTH, B 3.0 3,5 too a f fa GRA VEL AND WIRE MESH fty line contrateOrf1Ahe,g,a i2 g � HEIGHT TO OUTLET BOTTOM, Ho 3.0 3.5 END -SECTION f2%60"PIPE ALTERNATE END -SECTION 12"- 60" PIPE. ES-J --- A'yLETM - t4 Pa Woof) wweaAnlcowa DROP INLET SEDIMENT aloe _ _ _ _ �>n �n,'rr�l_lan �N,� e k e t'tt e.e. e.e.oQa• FILTER Connector Section -- - - - - - - - - - - un CGr ""� Ora a pv� SYtn e, o Hub eta on nutlet txd-aactions D{e. ---- m.o. o. e. o Hue ens mou,k, sal-asec,lam _ iC — _,,� .� HEIGHT OF BERM H 4,0 4,0 t r T cad 1 h' 7nroadse — ' � u"I �r M' Var.wlan S10cwdR spied and on inlet end-aeolbne _ Spgolend on e+bt.nd-metans C �' nod , T_ a sldmw/t so" *� X �--`----- ^x j x -t------ "- - X� - _ var.wrOrn :'. Mrtwisodt j I—SIdeLW dk p .yy.Y Yfra CaWfLolm Off P ne cr,4 j S yu E Concrefe to be _- —_ Concrete to be B 4000 PSI Min i--- -- - 4000 PSI Min I ; W� ANCHOR BOLTS (TYP.) ��. -- - i .O C tYPFOR USE M.TERMArE RKYK TREE -- -••., _ -- _ 1 fQ4 USE N MPLKaA[£ STREET -- 2' THE SIZE,SPACING,AND QUANTITY Toe plate to be punched to matchhoks In skirt lip. 3/8"galy. botts e'dta o l2'n CONNECrlavS AND COMMERCIAL efacomw0alENraxe SHALL BE AS REQUIRED BY PLAN PLAN - to be furnished. Length oil toe plate is W+ 10'for I2"to 30"die pipe and W f 22" " �O1ueN ENrRWCES rrrear rn.cR Trd/4 MRN tad ) L Reinforced RADIAL PLAN C0141" samyTaldCGA1,Ca ,e MANFUFACTURER'S SPECIFICATIONS. Edge for 36' to 60" die. pipe. +f8" MIN. - Edge DEPTH) I Skirt Section for 12° to 30" die pipe to be mode in one piece. � 43 TIES @ 12` C B - Skrrt Section Skirt Section for 36" to 5i4' dia pipe may be mode from two sheets joined by rivet A ..�---1 // � � ng or bolting on center Iim,60"may be constructed in 3 pieces. yM1 Prayswda �°s RUNOFF WATER 8 #8 VERT. BARS ❑R Connector Section, Caner Plate and Toe Plate to be same sheet thicknessas skirt. 6'0 --� �-so - caurruntm,tdN `ti ` WiTH SEDIMENT + 5 # 5 VERT. BARS sled-toorric not - 9 Y Pi - - ^ - -- 4 T ��- -•- ~` i- 9t«P End -sections and fittings are to be steel or aluminum alloy for use with like pipe. J r p •, r r A e D bo�• � 1_ D I A Skit s a e oo• o, c _ /L 20 Ox. V !aA � •�. a o• o _l. `` — �P' W ------I`�L SldNdt k a ® ao'�•o'oe e I� II �I— II —24•—« U Li SECTION X-X END VIEW SECTION X-X END VIEW PLAN where Flared hraspecttons are j`( - e'd S o a�. •• to be used Davedsmetal ( I Approx, 2 S=.' Slope we wa.lmt" - — SECTION A - A EN T cooled and arced not Ppee (• t II�_ II III (I I_ EI,1D_S,�-f D JSIONS S and sections do not need DAM. A B C D E 4+-1-« -6,- • �O to be coated or paved. ; A --- t TANGENT PLAN e a 12" 4" _ z 0" 2 0" 4'•d 7 0"21 �9 -I SEDIMENT FILTERED ARE MESH 15" c, 2'-3- 1'-9" 4'__O" 2-6" 1 2: �� ;, WATER ANCHOR BOLTS (TYP.) gg tlrwneesrd.CG)c�ar,wed. THE SIZE,SPACING,AND QUANTITY t8" Sr z"3 i' 9" _4 0" 3'- 27 /a 4- =ffa ROrES , J- , g_t>yt _ srawvr Area 7'-fIs Its mtNman Curd rap /roe fu de as$A•! CanC der Air eaos7lwlfAslptesl dvrr a SHALL BE AS REQUIRED BY 24 V-7" 2-6" Ps-1" 4'-0" zf y r re mgoTwaoa,gofWmlt, e I MANFUFACTURER'S SPECIFICATIONS. ---- rfreviM to ddecioae warty Ar eCe Covarinp trio yv re orlon r -' - - ��l ♦ » 'A♦" - fwhA a w1rAv L1f/r .Mrlpt xl 30" I' Cf' 4--ill' i'-7 6 1 " 5'-0" as aLlfre a /S shloe patttt a cast !n paeaL Tro as oat wdNnp Sri lbe praidea q an e+� ed Opp spas s �- 5- 2`-t69S --i ♦ u TYPICAL CROSS-SECTION sra CG.q _.______ ref ,.__� flydsA Roma awl/ rot e.caed O ao+/nm stgoad IPA 36"_ 1'-3" _5-3"_ _2YIO " 8 14 6 d -4� - - I' 8-_ 6 --.--. 8 d CG3 — - DMFlt$tON3 aJlX Yoe. rlorad Sldaa d Cord rasp to to pored ecvdlrNnxlir w/lJh roalo flan or 0' wl^P per- A 4 42" 1-9" 5-3" V-ll" 9-0 e' v. -0 2 2 8-2 7-0 PIPE SHEET TH"WSs _ _- g , ( T m asab s rnvtractlon /N Y whA rapulra , bus. 84 2 0 li d V-2" 5-2" r-0" - _� 7-6 do A a H L W C Toe ' STEEL ALUMINUMe " d tarp floor la ornsl, Mas mist de pprtw (d dowel bw$ so tAf adJdN trorad 54' 2=3 5 2-9!' 8 2{' 7-6' - - 3=$ -3 8-0 T 4' . �_ Plate 1 - stoat can pe c»stn o a dtr daxmwd peaoar ra w r ar.Preoona+a�o J -� rz" oaa` 0ao 6 s s' zl• 24' 24" de class A 4. SPECIFIC APPLICATION me, ps -' t. ---- -- - T Plate 21 : . o64.4. - .-060' ' I8r..... _i? - 6• 31 '-- 36, 24 • •s . B ears a Jr SECTION A -A p�arnsr m cost In pace. is rr sidA.t f fad! we0 aMM rrr O ran o.W I i ar aw•ip ran seaas w rro rosy/ . 0O r2` 'aw i le Ofi4 060 8 10 6 31 36 24 p • q - - -� ti- -M 78" VNI plow /a lydroWlC G.'m'1f drat ado ogpraga f Ito , c odd41 pr ca THIS METHOD OF INLET PROTECTION IS APPLICABLE a 24 .064 .06o 10 13 6 4t 4d 24 Pe"WISO eCelsfrucflm w 8 #S VERT. BARS OR N07E: sod E.(Iosnhawnanptanson zY> .064• .076• r2r t6 e' ei` ea 24—s"Irdmo+lmow ,>dN Cwb/aadadAdlerallotfranslflowadj=W?a"A'ro^wareIt"~topaymux WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, �� 5 # 5 VERT. BARS _ bobod on End•Setlron dellan fMMn Hok3 on 12` Cienters—Max. !a cWb/CWr and OrA7r. an eve tall it tr. Imllattor awl& 36` . 064" ,Ors` 14 is 9 72 36• a; E„b.• BUT NOT WHERE PONDING AROUND THE STRUCTURE y y v— to use tha onerr+ala design shownon , 064 . 106 t6 x I, 69 64 3s •, , . ,_ �__ ;-1 wAea asad In tM/uMlnn wan St nTtrd C6CJ a CG7, fie tiro taus on Ws sramard le MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE CO t- - - the right,knglhn will be reduced by ELEVATION -- - -•' ' " - m pa oe/usled to aatrA rro rrxvafode w t. rorrparaloA v d rn. dHl♦ Once in di nanewn "D". aB 064 . 105� Ie z7� l2 70' sor;4 TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. w _ 54 4 . IQa` le' 30• 12 ts4' IO2' SF_ CTiON E-B 0 Axasslbte raft Is darined as a Oath," Curd RdmpJ dt to a located as JfMrA mil Pat poro or as dfreCred dr Its Etpinxer. 079' �•ena0.51mled, stoore, firer Ord slip feslsloN rrey are fo ba praldd of INdsadtans wArnd an ocressONe rats m w11Nn Ito rrow d• #3 TIES @ 12' f2" 87• 114• Units d f.pws aaprepde sldawdR Pad mrrrcltttp d/arusl6N Neaenls d a way d o Nptway (arl8ry Crofsas o curd requ•dress d wrdty slda.otl 7J a+rs/inµ SLOPE DETAIL /at ry rro cnn m omaxrad.eNdea and posed a we.tstrf. Ay eny m Brad Iran pedesfrla eracswdea as non pa e Li II SPECIFICATION 0 Tred refs w d sld—olk a ald-olk used 0' Wsou fib aaWNry lmpo/iawlls. a OS directed ty If* frpinr. AA stafa tau bo located behind "Mcie stgo It(" FLARED END -SECTION FOR 12 — 60 MEDAL PIPE CULVERTS REFERENCE apooe "xw'AM E+tg/,V9Mp.Imtirelydrotss,drgolede,dr.wllldkoaf/.dpow+ud. SPECIFICATION - `- 1/ E� - -- * GRAVEL SHALL BE VDOT 0. #357 OR #5 COARSE CONCRETE 3500 PSI REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEEPARTMENT 302 Ct7RL.7 RAMP +LearE AGGREGATE. �? VIRGINIA DEPARTMENT TRANSPORTATION LI2.02 (PERSONS WITH MOBILITY IMPAIRMENTS) TRANSPORTATION �a2 102.01 cbiLg VIRGt)e?A Of'PARTMEMr OF rRAsrS WArfw Rer/sad +2893 LIGHT POLE BASE DETAIL SOURCE: VA. DSWC PLATE. 3.07-2 XX Street approach sorne CG it (Radius to be as A twrfocing os maintlne DETAIL I DETAIL 2 DETAIL 3 8 EC-1 GRAVEL CURB INLET SEDIMENT 8 e FILTER Prune codominote leaders DO NOT prune terminal shown on pions) roadway r► _ C (Radios to be as leader or branch tips 1 Rodiol mbinotion shown on pions}/ �2" o Q L curb and gutter / 4" _ _ curb CC-6) ���/// ` -f A r- A __ _ --_- ----- Prune rubbing or St'A Iwt A AA� nee � �---"-'"1-�-__-____"_.-- �/' cross branches i I JJ .� 30 �a 1 it 3,D a • D , . n • . • to 7 (74 © o -` Prune narrow crotch angles 6'• r �« * 6" Class A3 (N.E.S. e, d. ' • s. .^_...-------- - � 8 — D� Q --- and water spouts e OptionalFlow Line Concrete ` a I 8 DO NOT slake or wrap Expansion t 1 �— Expansion Joint - • L 9H f- —3H 8 �� Remove trunk nlolstopsessary and lobels Prune broken branches A ..1 °t) SECTION C C I I P H Prune suckers Note: Width "B" 2'-C" or as Mainline roadway shown on typlcolsection. H PLAN VIEW DFPTH Cut Coro all baling ropes Y 4 Pe 2`-3" mulch kept away from (funk Depth Geotexid a 9` � GRAVEL FILTER • 12- Remove to of wire basket Soil well to contain water Fabric Geotextile �---�I-T �7-- GeoteMib•�• — RUNOFF WATER yARE MESH p SECTION A -A Feb'lo tj ' Fabric. SECTION A -A 9" DEPTH SECTION A -A a DteWesents span for box culvert installations FILTERED WATER Construct Groot changes with a parabolic Curve. H•Diameler for round pipe, rise for pipe arch and boa height + UNAMENDED bock(ill Soil NOTES t t ++'+ Widen and score hole wall t Partially backfill, water to For mufflplo line mstaflations Dimenvon D to to govern the protection outside the channel ++++ — settle soil, (finish backfillin 10' PoraboAC Curve ry On any Secondary Roads installation requiring orouon contra stator waste to — ++ t t++'-- _— �• ..� „— D and oil or endsection is apecihed on pions,coostructlon Is to be in accordance with I I ' t# ; Edge of Shoulder 8 Max,% +#+ +l+ t Area for water drainage or Optional Flow Line Slope Change J — '- M n3D Detail 2 shown above. �-__p we__ _ _ Remove container and cut circling D tt + a Levee solid soil pedestal - do Mainline Roadway -•' '- -^ — -- --- "- •-- — --••---..... e...- .. When St'd. CC -it la used for entrances built ac - �� Z yn conjunction with VOOT O seoIMENT II 4 roofs if container -grown, or as much ✓) fi % MaxMox j projects, please not dig clasper than boll depth fr _ _ note the following: a *(%O _ #*+* burlap as possible if field grown I Slope Change _d Do* �1 D CONCRETE, GUTTER 12 Q �`" �-•. D *X Mainline pavement shollbe constructed �J CURB INLET Geotexttlo Fabric to De installed under all erosion control stone in accordance 40' 16n. for Street Connection stabilization the R/W fine(edfo t any altbgrode with the specifications. stabilization required far molnline 20'Desirobie for CorrvnerciolEntr. pavement *filch con be omitted In �+ 5' Min, the entrance.) J - e Dig hole 2-3 times root boll width Y Dry Rip Rap MINDEPTH SPEC)FRC APPLICATION SECTION A - A ,® Rodidcwta or combination curb Geotextile Rip Rep I and gutter shall not be constructed Fabric Class 1 2' Z beyond the R/W 4ne except for SECTION 8-8 Class 11 3' THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS TM PLANTER DETAIL replocement purposes, WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE no scale INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED GuidelineS for Grade Change D Whom used in conj rictlon with Stondord CG-3 or CC-7, the curb foee on this AREAS• YEnironce Stondord is to be adjusted to match the Volume Desirable Maximum mountable curb configuration. a GRAVEL SHALL BE VDOT p3. #357 OR 5 COARSE AGGREGATE. Use Typical Section shown on ATLAS or normal aide slope, bottom width, and depth High (more than 1500 VPD) 0 % 3 % See Stondord CG-12 for Curb Romp design of channel, ditch or natural ground. SOURCE: VA. DSWC PLATE 3.W J to be used with this Standard. Medium (500-1500 VPD) < 3 % 6 '/- When the entrance rodgeannot accommodate Low (less than 500 VPD) < 6 % g the turnlny requirements of anticipated heavy truck traffic. consideration to iadjacent be SPECIFICATION increasing the deppth of adjacent proposed ofproposed 204, 03 STONE FOR EROSION CONTROL �, 0 F sidewalk to 7 incase, 245 VIRGINIA DEPARTMENT P� XOptlonol fiowlne may be used for entrances In cut sections. of 414 TRANSPORTATION .d p a Optlonal flowlints may require warping of a �e} gi Pict l �e cliff 5 portion of gutter to preclude ponding of water. aid A. MislrOwsky, J � CERTIFICATE N0. � METHOD OF TREATMENT _ CONNECTION FOR STREET INTERSECTIONS ! 1Engineers 502 AND COMMERCIAL ENTRANCES TE ED 150-C Olde Greenwich Dr. VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 PROFESSIONAL Fredericksburg, Virginia 22401 ENGINEER PHONE: (540) 898-2115 _ FAX: (540) 898-2115 ___ _ E-MAIL : clifford®lbiared.com I• ­i///ipj�yy y////.�eai//r//�uY�//.o�iI//!y� ____ /i////,�I� .p//vir///y/.ram///rn//////.wi/H/yj�//.4///////h//.+///.oY/////////i%/.//ueullir/r�ei/iA 01. I.�1%j r i I i"I .Hr /aliir jI i 4'////////Oiieu ' %//i//� j/ii' ri ""W", 11 A L) �pp � �7 � C), �d� � �.' L.� ��,�' � � / ..C � � Li C' CONSTRUCTION NOTES GENERAL i. 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, specifications for all work to be in accordance with P a Irc ble Standar anConstruction p o ds d Specifications of The VirginiaDepartment Transportation,Virginia g of Department of Health, Frederick County Sanitation Authority and the cntract documents. 2, The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibilityy. 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 gradin for improvements to be confined to the project area. An work performed offsite is the Contractor's 1 Y P .0 r�oniir . e sb t p Y 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. P All cutsheets should show existing r e st ground elevations at centerline of utility, structure or r offset I g g y, s e road, and o s.,t hub elevation, EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized duringthe construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throu hout the eriod in which areas are d Ar P g p enuded eas shown to be surfaced ar, to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in pro ggre 4, Contractor to clean up and restoresdisturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, 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. 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 must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water n ate and sewer lines are toconstructed� p be in accordance with these Ions n specifications p and specr cak�ons and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection b the Sanitation Authorityas necessary. 2, Exact locations for ewer n r i by ry s and wale services to be directed by the Frederick County Sanitation Authority Inspector in the field, on r Ins pContractor actor to provide assistance as the Inspector may require in this effort. 3, Temporary termination of sewer line shall be plugged with a waterti ht plug. The ends of the laterals shall be markedwith r 4 i th a treated x post extending n r g 2 o e to d from the lu ei hteen 18 inches above theground. p g pp g g �)The to six 6 inches of the post shall be painted green, Sewer loteral elevations to be compatible withgravityservice top proposed buiidin s as shown on the Architectural drawings, 4. TheFgg i responsible CSA s for the installation f r r t o Ovate meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and oke bar, 2 the frame and cover be set to final Y ) grade of the lot, 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) II ) a components of the meter box assembly rn r r k" p to be proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority s assistant engineer. r. g 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cos of this work, _ Frederick County Sanitation Authority approval of this site plan expires two 2) years from date of approval. VIRGINIA DEPARTMENT Of TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U,S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104, 04- C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-wa . 6. 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. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOI will also require 48 hours notice for any inspection. 8. 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 Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. 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. 11. 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 on adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fin. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximurn density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridgg�e Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Skandard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. 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. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 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. 18. CG-12 Curb ramps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. - � :.., ..­_:�. i 'i �. ", t, . w x,. �,, . I - 1 � , I .1 - . .� ., . .;tv,_� , , , i .-, " . 1. . I a . - -, 1 .1 I I., I , , " .� -- " -It - I �� � , . "I . - � ��;,�.V,111 , , . I .. - ,,, . . - A �-, �, __ ., ,., ,�, !� O.- !!� � ": �. �, - "', . . - . ," ,, � , _:�� ;t- ,t�,,-, � � . . I � �,- :�� 1, , %,. , . �.. ,. , -t , .4 - .� . ." ,- , .. ", * '' , " . .., ..... :.. . r I , . �. 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BRUCE DAWSON 110-A INDUSTRIAL DRIVE WINCHESTER, VIRGINIA 22602 PH.: 540-869-3951 FAX: 540-869-4988 ". , f' . k y'&_' �- e, _3"./t U I Y'q4l", ,Ix"�,It,___r _,t Approved by Frederick County Zoning Administrator / U,0 03 Site Plan Approval Valid for 5 Years From Date Shown Hence Date L r� H []F `� P "1/1 k4l V�4� _1- - ALD A. MISLCIWSKY, J . NO. 020674 U 11ttG 104, Z �..S Project Number: I I --- Sheet Number 1_ of 6 M '" /./ ' -'1-- ���K� |��� U V���� ' �^/ / / / / / ,//If/I ',�, / I i I / iI I 111it, ) , 11 \ I-- I,,* ci if(;� I / / i # "'t, 111, (I ! . � I \ , — ,��, / / /, il',111 11 ­ % \ , J�� 1�� If I I / I I f I ,I I I I If " I/ I \ ) \ 1, / r-­-­,-­ " , ,---­­\ , <p i /I 1#11/'z I I ./ 0 11 I / ,,, '/ / /; I : I � 174� - ZONED: RA ' ' \ / d Ij ,; ;I //! / /,'/'//� I " , -�� " BLACKBURN LIMITED PART�EkSHIP I ' ­ �, I I I/ / ,. i j; / / fill I �, I I. / / USE: AGRICULTUR&1� -I' f -`�". --/ N ,/ 1111�1/11111/1 ­ '---- ­.- ,-- _r-e-rv-1`1v' I 2�f VDH MON. /'I I ! 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' / ,Y / __~~�-- FQQ��S��� �� �� `~ �� ' ' / ' --- �Al RH[ LANES TO BE MARKED �0 POSTED PER RlB)8R�K COUNTY FIRE +� / ' �� / ' ' -�� �^~'% NA�0A� REQUIREMENTS. / �� / / // / ^�----`~' '~~ / ` -` ,- ' " I '// // // � / .~-- ^`.�� ~~.~~ / ' '`� ��l U�U�E3 TD BE PU�[D UNU8��0UNU �7 /� / 11"! / / / ' ~��' �-- 1.`�� ^��-�~ �// `�` HANDICAPPED SPACES AND ACCESSIBLE KOUT�� �� NOT HAVE CROSS SLOPES �� ]. -- / V /l / / / // / / ' /� / - - ------�------------------~_-_ '��A ���� --~^ ` / hr�k0R�T�� 1'5� �� ��B�0� R00� SLOPE CANNOT E�[� 1�� ^- ./ /. �� / I � ' ' � / �--~ -----n ___- / ~ . u / // �" J / �/ / ' / / ~-.. / \ | /lT 4 8HAN�K�PP[DA���� �HAU'�[ETAN� 11l1 �l�0N �1 // // / / < ' / -� �v. ~ /» // / I / / / / / / / / --�z�_ ` -~�--_- / �S��- S&N� 8E L�A�D 3 FL R0� F�[ 0F CU� �� 10 F[ F�W / / / / / ' ^'/ ' � / / ���� ----__ ' -----��7�h(v�� ------ / �� ilis" Ill/ / / / / I / "' / ~ / / ^«m� »«�m« ---~ ' \ ' ^ ���=~--- / PROP. LINES. MAX.8�N H[K�T� �[ MAX.SIGN AREA- 1OO S.F.^J���� � " / / / / / \ \ ��U� - ��� ' - ,.� . ~--- -- -- � -- u` ." / / / / > / ,--'-� ~~~ \ � vwv^ �w« | | [ /' \ » - /C/ / � / / / / / ///»!8' � ilt it I) ��<� ~- ~~ �-~- � l ' �� �~ `^~^~~~~~^^� ^~ ^~~^^^ J qkN' U N .-� |� U / ` F / U��' nc�l��-_ ` �|�� �� 0 / / / / ^~~- -- «��«« | 8 ~, ` ' ' ' / /� ` |/ ������ 8��" ---- > '� " - - '""' °" " ' - l' , / � // '�hUk ! /' ��" ��� - | U / ` ) / � Il / / / \ I. ���� -` -~ _~ __ __~-~~ - | ' » ` ' - , > ' ! / 0'II / | / / | `.' _~-----�� '' «"��«r�»�w� � =� \ } i ^ / / / � | �,��~-- `^` ,� /' \ \�l | ^ / | 1} / / �/ � � | } � `~�-- ~''� \ �c/ | ' \1. | | / ' / / i \ ,^ VV O 0 D � - / ` � | K&��� \ ' / '� �` / / 11� / '''' � ` } � // �� ^ ~ " " ^ / \ \ __ ' -- / p���� � | i' / / /l/ ' / / '/n � / � / � �, /� / 33 ~ ��` ` / ~^~~� '' f / 1/1 / � ' / '/ \ \ �~ " " ' ' �~ ` ^ / �� 0�K� ( \ 11 | /�/ / / / . / / / / // ///U/V/ |�)| /�A[,/ //~ �~/ �, �/ C/ �` 8�_/ and f�_/ i N | h U 8 �� �O U k�m [_ �� / - ����=��py } � | (/0 I , -, -- - -- -WANICAL 1, \ COMMON NAME SIZE AT TIME OF PLANIING SPACING QUANTITY KORNUS FLOR16A t, FLOWERING DOGWOOD 2' CAL 0 6' HIGH AS SHOWN 4 G ILEX CRENATA *HtTZQ* H6,Z,l HOLLY 36* HEIGHT 4'­O* O.C. 115 Ilij i / . , \ � \ &—A ,1 . ( . . . I I I ; I fit i / �,, I "I / - ,­1 , � 1 NN �r , �t jj fj�'-L" I I � . , MINIMUM LIF SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. ! i I 11 I I 1; If r43 i It J��' * / z � % I -I- -- '?..", IT � IL f I I I I I 11,1i'l", i, I, / j '74 , 11 . , 40 — , I Y I 11 /' ... I tv' & I 11 .ft ­5 � il" I I I , I I I 11 , I ; �t, 1,� &-,- I ­ � - I I �, .1, I, I .. ��, . I I T I fl \—A.."s',,',. — v . "I I t I I I �, �- " 1/1, I I I I r-- r -,­4 1 -------Z-�-- =-=---AV - = - - -- - - - - - - ---. H 1, ')WWL-D CMENERATE 349 TP.D. Ill I I I - 1; I . I I lilt I 1'. I I .I- 1. 11 ­­ — � � �.— — -- .. \ \ I `4 USE CODE: 110 �,-1,F--­-,rj­-j- - l3 E! i I I ­ .., ----,--- \ ,,, - gao. 49 \1 1111 S43'08'28"W \ =­­.-11--­-11­­ � ­T­ ­­ I I — — — / — i — — I I 11 I — , , '', '', .7 -----, - tz, I rw / / '., / I I I I -, I! I i . , II - - - - - - - - - - - - ,n ­, \ , 60 / 0 \1 I - I ,�- /f�l i � I SIG --" ,,"', � � Zz ct- DRAWN BY- ,IDS PROJECT NO. DATE: 10-12-00 2 Culvert Summary Storm Inlet Summary FIRELANE MARKING SHALL BE PROVIDED AT ALL 54' R/W (DAWSON DRIVE) Culvert Inv. in Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 - FIRE HYDRANT AND THE F.D.C. THE STRIPING 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -36 8 CURB PAINTING AND SIGNAGE SHALL MEET THE 3 796,0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 DI -1 - REQUIREMENTS OF THE FIRE MARSHAL. 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 3B 6 BUILDINGS SHALL COMPLY WITH THE UIRGINIA UNIFORM 5 797.8 797.4 7$.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 414"- 1- 1/4"_1' 1/�.. 1/�": 1' 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 3B 10 STATEWIDE BUILDING CODE AND SECTION 311, S STORAGE) 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 3B 7 OF THE INTERNATIONAL BUILDING CODE 2000. THER�, 8 796.5 792.5 152.00 24 2.63 CMP 8 - 796.50 - - ES - 2 - CODE THAT APPLIES IS CABO A117.1- 81 ACCESSIBLE 1.5' SM-J2.5D GRASS SHOULDER 4" B -25 9 793.90 793 80.00 15 1,13 CMP 9 - 793.90 - 796.17 DI - 1 - AND USABLE BUILDINGS AND FACILITIES. 8"21-B a: UD-4 TYPICAL C8ext 788.3 788 10.00 24 2.50 RCP 10 788.00 787.80 - 793.50 DI - 1 - CG-6 CHANNEL UD-4 & COMBINATION UNDERDRIANS TO DOWNSTREAM DROP INLETS. 10 787.8 783.50 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS ONLY PHASE 2 WATER AND AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. DITCH B 792.5 790.5 190 - 1.05 GRASS TYPICAL ROAD SECTION - DAWSON DRIVE SEWER LINES NAVE BEEN 25MPH -54"R/W- 1641 TPD ,I APPROVED ON THIS PROJECT. i LU w PROP. ELEC. Q d 4" COND. _ = 20' VERIZON VIRGINIA O O O CD CD O 1 EASEMENT W W , W W W W W r -/.' I Y ,. `� ,�^' ., </'. M1 .^. r •� s ^,. r .. ,�. ...•.... r^. '� ;--�ti - ",�6'.O"W' V'�1'1- ",r ,'"`,, ,r! ,,".i ..-.•,h. \, ``s.• ,..�,� ...,..U.F-'\�•.•�I \; ,.. _\ `.,(�:'' ,, ,...,`'� "..`��'' > > y � � p� �� � ,y ��; � � ,� � � � � Y � � , � . � � �� ��-�. `� � � �' '�� ���� �° ._ � �' __ - �}�` � ALL SEWER LATERALS w w w W z W W , „ C� , £ TO BE 4 DIAMETER ; ,. rt 5 ! a a. 4 S t :, ,, r,. , x ' •', J, iY , , ^�, 1� • ," g. °•`?� a I `... r.._ } _�...._ .,i J... .�. ._... ..�-r�l,.,...� 5.....•r" -..,.."� ! 11 r •. A. l I. 1 ; ` I \ .w !\.. ..- -✓--,_,., ,,,.,,.,^ L...,,,r'L ! \.,.._.-......r ._.. „r• .,.�,....,-'• \.._J'\. ,...r....�r ,✓ , �' },' �. ,� JS _- ,', .�_ kti "\ ,� �,.,_/ �...„.,.�,,.- �...t 'w-.^' .. , , r, I. /A,..;� PARKING .SE`tBADK- \ ram\_, � ✓ _ _ _� :, / ti r _ •, t` tif. _ f �^ _.< 4...... _ ._a z._ 1 _ r \ _ t1 c� z o 0 0 -- TtiL . -' TEL TEl - TEL' TEL 0 0 _.. _ ( r , O \ N _.._ _..__.- _ w f;r� f� r...M �_�__ m UNLESS NOTED r � a a ,. 699.38 E N Q a N N N _ d J \ f N N W O N � S t l ._...._. 25' B.R.L. _ - - -- - 75;_.18" RCP (CL IV) .- - I N- 79 75 so OVERHEAD ELECTRIC ___. ____SER*E TO Q HE N�� INV. OUT- 798.00 1800 S.F SHED ' 20' VERIZON VIRGINIA EXISTING SHAD TO BE RELOCATEDcn i I ES-1 REQ'D EACH END EX, MAINTENANCE BLDG 4 _g _ _ NO WATER OR SEWER 1Q8.9' F.F. = 800.50 ; UNDERGROUND WITH DEVELOP- , _ I I FUTURE PARKINGAREA(IF REQUIRED) j� SERVICE REQUIRED. ; r j TELEPHONE PEDESTALS AND RIPRAP USE: STORAGE -_ __I rww MENT OF PHASE 2 IMPROVEMENTS.af •� � g TO BE RELOCATED AS NECESSARY.' ' " ; ; - t -. L , w O d ..r 36 SPACES AVAILABLE I �� w 0} --i _ _ _ - _ _...._. __. _. _ - _ ___. I IX CONC. +� _ - i 406 m X�p PROP, TELE. PROP. TELE. I ; I r ; ; PAD / I , w co L_ $ o u. U PEDESTAL 1 / ' I w •� a �,. PEDESTAL SM-12.5A ASPHALT -- ----- / 2 i - � V w I�IZOF'05E0 OVERLAY OF EX. PUMT EX. PARKING STRIPS-taoO DAL , I w O i � � J TO BE OBSCURED GAS TANKS j L®-�' #,�1 -4 0 w EXISTING PAVEMENT AREA I cr` o wLLJ PRO-F.H. AS5Y. g a LOT #2 R Q PROVIDE PHYSICAL BARRIER TO DUMPSTER PAD W OPAQUE I a } PROVIDE 2 BOLLARDS � - / # �'7977 ACR E5 I �'� , Uj a- PREVENT VEHICLE ACCESS TO UN I oo ac, n- Q Q �' BOARD FENCING W/DOUBLE- PRO-F.H. ASSY. / I C7 I I= �w- ° o DEVELOPED AREAS OF THE SITE 'F; ;;, a W cn Cn O C } .�499 G E5 SWING G'TE• PRO. STR 9 PROVIDE 2 BOLLARDS / 00 1 I Z0�IE0. IUI1 - I (TYPICAL OF THREE PLACES) % ( I I , r ;N o arnE: DI-1 / U51E: OFFICE l � U Q II `� EL {. �� RIM= 796.17 ~` Q I I , TMf' 63"-& -1of j f> i f I - -- X 12' i I p x" s� . O Q J r _ M 80' x 20' LOADING AREA - - - - - - W x 20' LOADING AREA '>>,' ° ' 3 I I ES-2 AND I o w � "' ' f L------ Wx20'LOADINGAREA L------- �_ I ` WQ + $O' X 20' LOADING AREA z ; s EC-1 REQUIRED W of O w o 'S TRENCH DRAIN C9LAJ a x I a_ w o w oo OVERHEAD OVERHEAD OVERHEAD OVERHEADL - OVERHEAD OVERHEAD OVERHEAD OVERHEAD < d - ! I t- a ►- Q_ U •� L DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR I� a o 0 0 0 OVERHEAD IN�ERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD NERHEAD OVERHEAD OVERHEAD OVERHEAD 5.00' i I cn V) <n � j a DOOR DOOR DOOR DOOR I DOOR DOOR DOOR DOOR I DOOR DOOR I "-- w w w w w • `- i ROOF DRAIN 2 CK � � � � d, O0 (' I 2 PR0 05ED I R 5ED CONNECT TO I E M I I u'I � �... � � M � W WA R � � � OMo sTR 9 ' ExisT. sTR 10 � � � � `z E T f Ro o5En OFFICE/W REHOU.5E PRO 05ED OFFICE/W REHOU5E PRO 05ED I � � � TEE D1.1 � �� a N ►� . I �' o O a ! to 00 . FT. o0 5 . FT. I I i C2' , N I ,� OEEiCE�W IZEH0U5E 5Q OEI=ICE/W REHOU5E o, a OEI=ICE/W REHOU5E I I mI 1. Q �>i 10,00 5a FT. F.F. 4.33 10,D0 5Q. FT. F.F. 3.33 10,00 5Q. FT. w � . �'; �.- ,�! s• C% N F.F. 04.33 I F.F. 3.33 F.F. 0.33 �'_� -j.._.; -E�_1=DESIGN G 1 N i q (// � �f 'j I � f I � I J N! � ? INI•''6".�� � � z �� } _ » ), t,' I r I o • O w d O w to'Xs' srooP 3 ;789ta(jI a i I; FfONT EAR! LNG- 8 21 B 2 SM-2A 3 z oz W ( dip TYP. OF FOUR 4 SEINER LATERAL I j LOCATE TREE PER OWNER I ; I -- REAR LOADING AND SIDE DRIVEWAY ;� N�� Uj C5 i I I I 50.00 50.00' I F.D. CONN. 50.E w 50.00 4' CONCRETE WALK w d I S a F- o w I , .- ? " TO ENTRANCE 8" 21 B 3" BM-2 w�`��'a ! ' ONE 6 SEWER LATERAL , 0 i - "; `..+ ( WiIL SERVE ALL UNffS { ( 50.00' 50.00 `: 50.00' 50.00 So.00' S0.00' I ,1. 9' UN (OR APPROVED EQUALI 00 a .Y. / I i S. ,e. ♦ .'d I I R I I - -.�. I r + 1 l 28 ' r _ 1 i • a' S I^ _ yiifj I l V RI (�N VI IfV1A �4 • •a s'• D VE V RG z 'b• �i�• !f O [ _ I � O O O O o0 1 1 ((} : i� kl I i I s: r r - - EMENT I t 4 7 I � �• 20 WAR EX S LAID T 2.94%.;.R.L PRO DE 28' - f�r_7 B..L O SP C S PHY ICA E EME T N _ _ ___ _____ UN O AND LA ;AT 2.15% I Ili,l' ' _,__!75 e 2 S -A ES BAR IER ,f _.. S P _, S _ _ i r I I I PROPOSED SEWER .- I I PRO-F.H. ASSY. I- -I 8' 8' I PROVIDE fS-1 PRO. S.S. MANHOLE 2 18' 8' 8' I PRO. STR i ,� I CO N CT TO 1� 6 DI CL 50 M 1.009 EXIST. SEWER MH 1 ' « PROVIDE 2 BOLLARDS ( - TYPE a_1 F o EXI T.ISEWER IM= 802.25 �+ o RIM= 795.00 j I - PRO. STR 3 IW..=795.55 Ni v RJM IN02.255 8 RIM= 798.40 m I P SET j �S-1 AND INV. IN= 787.20 (2) TYPE. DI-1 IN PHASE Y R (i l EC-1 REQUIRED 1NV OUT= 787.00 cE ( t I �,, RIM- 801. 5 �, �, I IM/ OUT=793.25 I ' "SEWER UITERAL PRO. STR 5 i I ,� `� 9' "' `EXIST. STR �� PROPOSED s; I I j 3 8 S C S a 1 S A E �, (TYP) - - - j (PROVIDE ES n, I IN IN AT sBENCN (787.8 E5T) 1 TYPE: DI-3A 4 o f 1 S P C S h, II I 'I I: I ! i ± -* 20 WATE I W R 34.5 1 I I CORE Df llll NEW INVERT ' I I I i'NV, 790 1 �1 ? RIM= 801.70 # L LEA-1 `� ASE T l _ PROVIDE KOR�N-SEAL ADAPTER CG 11 # i .I ;i ! .... S. +. i. .. _... f .r 7t ,o r . t, y . r . " w •r , aQQ ,.., a,.. ^_�_�-s`""�'� "" � 4. .,>~ _ , /$• $S cti J __ ' :=: 238 Ff - 8 PVC SEWER ®D.65X �--_ 82 FT - a SEWER ` - = `-V 08 28 W - _ _ : - - I r- = - - -pH0VIUE- - - - /� �_ 3T0TAC LENCTH ?1 < - I { EASEMENT , -:::_.1i : -:- .H.7., _ __:- : _::-:.:. --� '` g Q� CG-11 I EX. CG-11 ` r AND PLUG IN P ASE II �' `tih _._ ___+'. u ' . -- {�//� .�7�� I -} =� :. .. �, x. T.VSY.__ .. 4 ..................... ............ .. .. ... ..........------------ �j(�� ,�....____........_.._..._..__.._._._.._........_._..........__._.__...._............ ___... _.__.....__..__.___ _.. _.. ..__...-....... ._ _. .. .._- ... _ ._ ISfRL_..[�tl1�i........................ ► N --- ..... ............. -- i �a�,i , `----•---------•---. ----. -. � .._.... __ ........................... - - -'-- :: ----::: :_._._ ::: ' ::::'.: : ::':_ ' : ::::..::::::: :::::.::: :: .: 9 00 N fIO..Tl.. �� Pt_7�.....•- t 5 MPH ---------•- ..............------__................................._.... :. � ....W...,_ ... �_.� ,-,_ ...-_..--__.__ . 4 � W 2 5 . ...........••---.... `•-•----`..... --- ..................... --- ---- --�. I :...........::-_::.................... ... ::::::::. :: ISnN s PVC SEWER ..... ............... . .�. :. ::::: ::-::... r IX G INI� 8 ._.__..._ ... _t .. .._ w_2z_ .•«-.._.-a•�-.. �_,rz-.._:,u . ..._xm:::-:>„_-�-�..tr-.a.__-uo_,=•cn.•c.-+s.:.sar*r_:.-warn _ _ ---------- ---- ..... � „ �,. ...------• ------------------=--=� --�' - : � - � 1-AIR RELEASE VALVE PROVIDE BARRICADE � F _•�.,�,�...:.�,�,..-.�.-<.�, I1 29 W -- - -- -- -- - -- -- -- IX. -- _ R _ � C8 EXTENSION y. e ......-- •----- -- --- •. .... ...... ......... r ....................... o PROPOSED 10 SDR 21 WATER "- d'v `,. - w , EXISTING 10 SDR 21 WATER MAIN ...._ ------•...._ 19"_::::::.... 1a` w 1a" w 10' w 10' w 1 " w CC-11 -- -- -- -- -- -- -- - -- -- - - _ - 10"x8" TEE -- EXIST. STR 6 ' PRO. STR, 7 1 -10" GATE VALVE PRO. STR 6 TYPE: DI-3B - WATER EASEMENT .1 a. 0' TYPE DI=3B PRO. STR 4 2 JTS. 10" SDR 21 PRO. SIR 2 TYPE: DI 20.00' W ( ; RIM= 802.95 TYPE: DI-3B !a/9.4®h/ICSCALE 1-8" GATE VALVE TYPE-• DI-3B RIM= 801.62 EXIST. STR 8 FOR REMAINDER OF 1-10"x6" TEE I I =� 1- F.H. A SY. RIM= 802.95 J0 15 0 J0 60 RIM= 801.62 TYPE.• DI-3B SEWER MT PLAN, SEE SHEET 2. 1, . a i`ii 1-F.H. ASSY...,*/G. } 1 TEE _ W/GATE VALVE CG-12 HANDICAPPED ACCESS RAMPS " " 1-10" GATE, VALVE ; ; I SHALL BE PROVIDED AS DIRECTED BY '2°,JTS. 10" SDR 21 1 ( IN ��) 1-10 x6 TEE 1 inch = 30 ft 1-F.H. ASSY. l0y GATE VALVE & 1-10" JOINT PRO. STR 10 M 1-10" PLUG ; THE VDOT INSPECTOR. w/G.v. AND TEE PIPE PLUG PROVIDED IN PHASE 1. TYPE: Di-1 RIM= 793.50 >• mQ�: Q vi o vi 0 of Of z O U w z z 0 U W V (if O cn I W V-) J Li w w #- Q z c:1 Q Lij o w O Q p w cr Z 0 0 O � o- w :2 U to U cl-J W V7 >- ,cn Q W J w LLJ¢ U O w F- < O (J z o I J W F- U of cn w > O W O w U o N w L'i Lf_ O O w w w Q_ w a z w p I- w 5 a w 0 UON kz 0 O q � v � v W k SCALE- 1 "=30' DRAWN BY- IDS PROJECT NO. DATE 10-12-00 - SHEET 3 of 6 Culvert Summary Storm Inlet Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 - 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -36 8 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801,15 DI - 1 - 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 36 6 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 313 10 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 36 7 8 796.5 792.5 152.00 24 2.63 CMP 8 - 796.50 - - ES - 2 - 9 793.90 793 80.00 15 1.13 CMP 9 - 793,90 - 796.17 DI - 1 - C8ext`, 788.3 788 10.00 i 24 2.50 RCP 1'0 788.00 787.80 - 793.50 DI - 1 10 787.8 783.50 182.00 # 24 2.36 RCP `,PITCH Af 803.0 796.5 540 - 1.20 GRASS % t i DITCH A 792.5 790.5 190 1.05 GRASS �� J' f i A t OUTLET PROTECTION SUMMARY CULVERT RIPRAP APRON APRON CLASS LENGTH WIDTH C8 1 8' 4' C9 Al 4' 3' Cl 1 6' 4' ROOF DR. Al 3 2' DITCH Side Slope Min. Depth, D Lining, L A 6:1 1211 GRASS B 10:1 12" GRASS TEMPORARY SEDIMENT TRAP AREAS TO BE RETURNED TO z , _V1 FINISHED GRADES SHOWN 1 FOLLOWING , SITE STABILIZATION. . GRASS LIIIXED DI TO � r t { 1r PROP. ELEC. DRAINAGE AREA WNDAR<'. .................... ------ --- ` ! r R� t � ,^^ «-.,.. .. . W._., m ...-,, .,,,,, '"... _...,. ..,^ r•.k .+..„ . •--.. .... ., ._. _ _. .. __ .,. - M ,.,, ... _. -.. _ ;. • .- . •". . f r '1a' 7 f t ., F"*.. ..-,. ,^-•,.,r„ -.,. -,, ,•-•'ti, `•, of � ``1✓ ,I r , °�., f" it , /' `Z,, > °.!" ` '-,'il •� *\ V '("•1: ,. (.-..., r„ ,t'° i'~'. y ' z r ; � d/ r a t�~�s!" '.r •d'''�,1 y✓'"" ',:,; `p ^'fir' ^`y*'" y �' _y'' /"� 18 of (r 4 !.'?' •d t ,5✓ `!r ''r�� a � 't � � i a' is u a a z -- 4 - di l x f� h 1 t a 1, 1 � ' � ,r.. � "+. ,�` p°,, r \ . _y't ' J •, 1 .,'^,. � +. & � f � }L /i :'.. r', f•.. P °, p � ( ,% > k .'ice, ..../ *✓ _ �_P..t.,,. s � .,,u. ,... ✓ .f � ..,........_-.......-,. 1 -tTJr , . 4.. iTELI ta. TLL TEL TEL - ,."_- . "INii out" 7.1341..- tr f• ` _, ... - ..._ _ .,.. _ -- .,w. ..rwt.,_..:Y..,....... --u.!. _+.: rye° ..._ _,........__. .Y __....._.. 11 _! CL Al. RIP RAP.. \ fJ �t 804 DITCH a X 798.30 W= 6', L= 8' t = _ ,r. - r 1 _- RFCD N 1 ' Z. -f . _ J `_ 798.90 1800 S.f SHED � X 797.62 797.15 EX.,`M, TN-TENANCE- BLDG , � 802 _ RFCD a> F. C50 2 T C'.80 . 0 __ __. _ _w_. _. __e-.- _e -.. z z . FF ELV 801.90 �,b F' 80 --"-_ r i \ �� '- So�.90 BUILDING HEIGHT- 18,__ a- Pvc8.99 r �' I -f, : 802.85 802.65 ,_ Jr . j j w r°t ! _. EX PoPRAP r ! / - 802 25 i I j.. . ' f ij , 1 (I PROP TELE INV. IN- 798.75 _ t I r ; Il PEDESTAL ES-1 RE'D 75' 18" RCP (CL IV) `0 1.0% ; ,� �.,.; r 4 �aN 1 i s W1' S G. I N2... i [:.Ir---] ... - •IPRO. STR 9 T C 803.75 t 0 T C 803. T 8" °° 1 C 800.50 �- e 3.40 t T C 801.70 = r!* i ' T C 799.40 T .6 6.1 T C 19].50 t T C 802.25 T C 797.35 I ,{ T C 804.30 T C 803.20 W 1 C 799.40 T C 797.00 V. 792.50 I �. T C 803.67 T C 803.61 C 797.40 1 C 796.15 ES-1 AND ' ,� T C 804.75 T C 804.75 I I 803.25 T C 803.75 8Oi,25 T C 196.75 x EC-1 REQUIRED I ; T C 804.7 T C 803.75 I I ! cn I 804.75 OVERHEAD OVERHEAD t7uf>2FIf1�D OVERHEAD OVERHEAD OVERHEAD OVERHEA(? OVERHEAD I I t 804.30 boon DOOR Doan DOOR 803.30 _ DOOR DOOR DOOR DOOR INV. 793 OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHM OVERHEAD T C 800.66 OVERHEAD 0 , ( I I 796.17 i DOOR DOOR DOOR DOOR � DOOR DOOR DOOR DOOR � � paaR T SQO.66 1 I _ - r , 5 t I 2 os' P0 05En',_-_ _ wA ( G'�J �9e � � EXIST,-STR 10 E _ I f'f�OI�05ED OI�FICE/W KEHOU5E I ROM05ED OFFICE/W KEHOU5E PK0g05ED „�;01-1_ OFFICE/W KEHOU5E �, 10,00 5Q, FT. OFFICE/W KEHOU5E 10,00 5Q. FT. OFFICE/WN KEHOU5,E i T C 803.70 l -------------------1OQ_O. _5GL-----------------------__._ _._.F. 04.33--------------------------------..1Q,QQ _�I _------------- F.F. 03.33 10 00 5Q. FT. �, T C 804.00 --U N I ' #4 U N It #2 F.F. 04.33 F.F. 03.33......F.F. 0.33 cP UNIt#5 UNIt#3 UNk#1 :p I ( T 99.5 , I{ f I I I 4 SEWER LATERk IV-C 800.00;w I� ? 50.00' S0.Q0' 50.00' 50.00' g 50.00' 50.00' : r.: ,' ' - j: .._V: 50.00' SoX - 50.00' 50.00' Syyh -4 _ f T f f l I - -;Js I •at °e r. c _ I 4 t tt }i i t♦ _ 1 t i - 'L•• ,Q � i f \ li. •'.: r l I i? r _ _ I t _ t t p Q 1 to i 2�• 4 . - I lj4 - I '1 F nn t1 i E J i t - I °JQq° 03.0 _ ��.- .iis,T .T 0.000 7 9.75 C 8 3.75 •801.1 'C I J=c �,• �. �. ' I -RFCD I- t I , U) { C 79 0 -, T C 803.10 PRO. STR 1C t *' I T C 80 .75 PROM -1 6 T C 0 25 i �O -: T C 799.50 ( _ TYPE.• DI--1 \ : ` t PRO. SIR 3 ' p } I T C `802.85. _ } - IAN. .55 RIM= 798.4U T C 20 ,�� ES-1 AND 802. 0 " T C 803.60 %.•• TYPE. o✓ 1 T C 802.25 PHASE it (� T C 0 .75 EC-1 REQUIRED U 80 .35 Rl 5 I C 797.50 PRO. STR 5 ,� a''�t I ?EXIST. STR TYPE.• DI-3A � �, � � T . 03 0 ' T C 80 _ � - . ``� :MVVlDE E3-1 RIM= 801.70 T C 80 , T -*2 0 O 8 .25 ( C 8 .15 C 98.9 �; 1 r NV. 790.50 !_� 00 'P 802.42 oof -X St 6041'29"W to T `801.70 -� 801.5 (j; fiI GARAGE CULVERT CALCULATION DRAINAGE AREA 1.83 AC C 0.75 I(IN/HR) 6.0 T(C) 8 MIN Q(10)CFS 8.3 USE 18" RCP ® 1% HW/D 1.1 ok Q(FULL)CFS 10.2 ok LEGEND EXISTING STORM DRAINAGE & STRUCTURE ............. ❑ PROPOSED STORM DRAINAGE & STRUCTURE ........... PROPOSED CURB & GUTTER ....................... DRAINAGE FLOW ................................... EXISTING GRADE ........ ........................ _... , .._ PROPOSED GRADE ................................ PROPOSED GRADE -PHASE it ........................ PROPOSED EASEMENT AREA ........ .............. - - PROPOSED SILT FENCE ----------------•---------- Sr S CONSTRUCTION ENTRANCE .................... RIP RAP CHANNEL LINING ......................... LET PROTECTION ........ .. . . . . .. SILT FENCE INLET., SEDIMENT TRAP ....................... ROCK FILLED CHEU DAIL. ....................... RFCD W Ltl t CD 0 co i f -iN - ` - " m ." "A ,/i4 f. `Jl r r a". 'J, t ;'Y at q ? ,.. A P• Mr '�'�• ^S1 ? YF R 'Y "'A f y r r v a 5 IF r -'' k 8 .iS _ 8 S.S. ___ .. S q r.✓/ 1 __ _ _ _ __ - . -7 804 %..2.67 END CONSTRUCTION OF CULVERT C3•' IP I _.., ._ ��- '' ~ IP , __. ✓_ t INV = 795.54 I I't t HI.PT ' 4.13 _ DE ES-, �W5 E'• EX. DAWSON c ,, •• - o+ oofs �-.804--rTA_7+50 oofg - ------ - 5- oo-�' �`j�]r, ' oo+ ' ;�' S 400 W 2 5 M P I� / �� IP I % . r END PHASE ll ROADWAY 02 IP . . a EX. C8 EXTENSION / q1110, w If wo w , f i If • - r PRO. STR 7 _ TYPE: 0I-3B PRO, STR 4 GRAPH/C SCALE RIM= 802.95 TYPE• DI-3B' - RIM= 802.95 J0 0 30 60 ( IN FEET I inch = JO ft. ST. STR 6 PRO. STR 2 PRO. STR 6 ... TYPE.• DI-3B 1 V.= 788.25 _ - TYPE DI-3B -_ - TYPE DI-38 RIM= 801.62 EXIST'. STR .S_ - - - -- ---- - RIM= 80 1. 62 _ .... _ - ---- -- - --- ------ ---------------------- i .............................. - -- -- ---- - PRO. STR 10 f ' a TYPE. D1-1 1 RIM= 793.50 I , d <cQQ¢ m ry r o 0 N w to o z ¢ z 0) z � w Z 0 CW5 p 0 ¢C-)z z �r, oLLJ - Y.1 f- Q >• Q �° Z Z co C� z Z W� Q W �¢ Y o cn o ¢ OW �Uoo,w�� Q �W L=co Lai LLJ p w In WLli C) CL � a F- rr W w z z o W o n_ o- w z F- Q_ I-- n p c:1 n C� 0 CD W W W W W W LJ (n co (n (n U) (n (n > > > > > > W W W W W W W ct. rk, ctf W o 0 0 c) o 0 Q N\ p\p O d If7 O f o C-A I + t � m 40 4 e cd d a� c c ad c J `Q • m v a � c ,,�► w . wo MLLUJI J\� 3 OZ z 0 o w w 9 w rr.w�w �wca a � mow d w CL W00 1� L -1 q o q �o P -V w ®'7 W SCALE: 1 "=30' DRAWN BY- IDS PROJECT NO. DATE: 10-12-00 SHEET 4 of 6 cost in place access door, centered in top (see note 1) varies 2' max at property line (see note 2) roadway box y v` """ ler copper 2" type K c e K C p e n ints i Ilts n t tubing (no joints tubing n jo 0 n p )10 from main to 0 m to rb cur b m st op) a t curb stop) saddle with --------------- saddle , ith Corp ".tion corporation Ford FIC HH 77 HC-158 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole -finished grade dood ...-3' riser section for 4' diameter manhole with cutouts [4 stop solid support blocks water 3,n under custom setter main ball valve curb stop 6" stone bedding with FIP ends, with 2" gate valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal: 8. a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. HlR2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. stop "at., main ball valve curb b top 1 1 /2" and 2 METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 concrete pod 1'-6" sq. x 6" deep screw type adjustable valve box 36' min. locator peg valve megalugged megalugs to main megolug thrust 18" to 24 block 8`x 8 t6* solid blucK (for votves 12' and forger) GATE VALVE Figure 8 Q'i Q) La �I . W LO Cn Q) CO < + zr ,.I. CL LQ Z: (•o 00 _J LJ ca C.) :, (E C):�, L C.Y- Z ( 804 ---------- Q) A Q) A. Q), K t ­_) Q) 24 l,-i !IT (J) vr I I U t 792 ; ` � , �;`'` ' !`'.'rt"�. s;;�;t,;, loll{ { I I I I i ( f -4- concrete thrust block trench l width as re wired 6" dia. schedule 40 steel pipe filled wit 3' concrete and pointed yellow 7' 18" dia. concrete encasement MILLARD DETAIL direction of setting to be approved prior to installation as required concrete pod 1'-6" sq. x 6' deep 2" min. 6* mox. I stone to be minimum 1 of 6' above top of base I screw type adjustable valve box locator peg mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 450.00' Vd ti HIGH POINT ELEV = 804,13 HIGH POINT STA = 8+58.35 U-) " o i PVI STA = 7+25 1 P0 ELEV = 806.04 !A.D. -5.2� K = 86.201 L5 V.S.D. 339 i 00 PROPOSED - 11 CN STA. 7­23.30 RIM= E 02.25 g dc � ca it INV. Ot T= 79 C/) CO 11 + cz, ca =D �o I r2,1 II Z-'- ( 2) . IQ 11 1 Cl- Z__1 �9 11� -Ir R! i� i_A ct• t� 36" MIN. COVER LFROM WATER MAIN TO FINISHED GRADE, ; .75% W' KrPlgl 03 4 STA +96 1-10" rtE --- ---- X6" T 1-F.H. ASSEM BLY ij 2. it CONTRACTOR TO RELAY EXISTING .. ....... ..... PIPE AT 2.157.1 - �Il NI 1 s7di. z", 8. 0 01 - R J. ..... .9( 780 . ..... J A. 3 -J J_ J J, 768 DATUM ELE VI 03 �ilt���4 a SOR 35 spigot by (-SDR SOR 35 spigot y 21 n.bell T- oesketed -45beind gosk2 bell adapter 2' X� locator peg A -ell rmnk7i�n 21 9�sklslg p*e and lifinj J5 8x4 "-ye qmketed bell SCH 4 weld cap I? property line u ti ........... 16' W J6, Mh cover r"x tof 2"4; with .,- 6 painted green 4 pipe 711 2 00T m;nknum grade GRAVITY SEWER SERVICE LATERAL Figure 15 PHASE I// NOT PART OF THIS CONTRACT NOT APPROVED FOR CONSTRUCTION BY F.C.S.A. general backfIll 8, 7. t�i 3 4 24" carefully compacted select backfill 0. L6. stone aggregate STANDARD TRENCH & BEDDING Figure 1 ULJ 18 i 1 z !rg (Zil , I i __J I=) L0 o + 01) JA 00 + 00i=3 PROP. CZ) 1 01 0 CL_ 0_ tT Vf_7R--WAT:ii6 Q .. 11 . L.LjSTA 104�5.41 (20 01 a,.LLJ 111 1 OP., SIR. I'D MY= 8 95 PR 1 1W. IN _ C-5 797.40 CQ 1IW. OIJT797.20 ;STA 1 92.81 (49' Rt) cz - TYPE.• -3A THROAT=4' �E EAX GRADE i RIM= 8 )1.70 4502 r= 79Z801 do INV. Ot i 06Z 1'''. (TO END PHASE STA8+58J5 STA: 7+41.79 i 1-AIR RELE4SE VALVE LOCATE AT OIGH POINT 114_ FIRE HYDWIASSY 1, on I OF WATERLINE GATE VALVI5, �s 2 PIPE (TO END PHASE 11) - 2- 0,0MESTIC SE STA' 7+28.71 1 1 Q'W6 It TEE 1-6" OTE VALVE 6" FIRE SERVICE STA: 10+8�.00 I- FIRE HYDRANT ASSY 1-10"W TEE 1-10" GA 7 VALVE ors to ------ ------ 1-10" PLUG i65. 00 C-4 cl-A 00 Lr) 1 `11� 00 LC) Q) Q0 CJ Q0 C", CIA QO C-0 (Z) <:y) Q0 �J 0� 00 (�::) 00 tl 00 00 J c:) r6 (DO ric. 00 F, r-10 0') Lo r__ Q�) (31) r_1 06 CIO 00 (Z) (ZD 00 CD Q:) 00 00 0�) iz-j QD (Z) (::) (Z':1 �s co 00 00 .06 N _x� N N 1`_� 00 00 CID 00 CIO 00 00 00 00 00 co 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PROFILE DA WSON DRIVE SCA L E ;I -50 HORIZ "-5' VER T 8+00 9+00 10+00 11+00 12,00 DI I St" do, row XW&I f, d"K idoo aid ST 1. i"IW. IN -"I hootid~d Cw of I let -wo",en ft Z to 241 i 1� '14 1 T­ - III. 0"_1 to" Iklo I Ad -1 In p.- -nik 0. 1: 1.. A 5 ri. -C,I J= YN to SECTION A -A PIW " ".1 " *W... r-_,W -- I I. r XOZ-wt " fW -1 t -11.9 011.0ow, .-id I.. 7-7, sif tIA, :, ".1. PLAN 40=�ffj CO.AnRETE QUANTITIES FOR AAIN DEPTH to". C-C zi. P.- IN W_ 'A IV 0 not Ih vd-oovdip. Wed, P WK " I' 't =h '11, ;!1 - pp. - 1520 (Wfllo C�11 d oird, 0, IN VIK+_ Tft 1. ensit 1hod'i vlk," 001 1. ina"Jile III to, ;nX W 0. od, to 4..o 003 nO.-bor 4 biw#fi -1 cK"$d 1-11, " d 7 C4,3,4 24• PIP. - Lai? o" yet cb-01. M,14W Am 040 C.-Nis V., didoillailar 1.1 be ftlh ­­ 9IffL-t--,15ECn0ft (AST 41106 NOTES -1.5 -- t-, f,w ran colia, �l 01 -0; C one ft "W-! III ti,d, Em-, C -91 WIN jI Vi Wlb, / Z -1-1.1.1. I'_ 1111 1 i T HIM ;rAL SECTION C-C APPROXIMATE WEIGHT SECTION 8-8 TOR CAST IRON CAAr G-, DETAILS OF COLLAR AND GRATE SPECIFICATION STANDARD DROP INLETREFERENCE �T 12'-24 PIPE MAXIMUM DEPTH(H)=10 ?33 VIRGINIA DEPARTMENT 302 TRANS4RTArION i DI,- 3A-38- 444 Cmonlun Jgw AXII-Pood, I-, d.10,40 W.. F, f�_ i R _ 1, .". i - *1410SE p'll CEIAK& C1.6 I , V". i;;.­t­,----4Wt.11 G111-1 1. -IS',trood" PLAN "dodo 'T 3i,is, Wit li,4 til-IN, M ro-A I faxt, Is' I :I - - - --/7w I FR04T ELEVATION J�J_l A C04 2-1, ,_J - _­4 * A . ro, .4 Adidditilik. .0 W- SECTION A -A 1 0 r• AIM_ Ite. __�_J ____1 to 11, - �. I- 11 .0.1 to a rr -.4 a do". N n.n 1. Id M low. --- ---- CLIA& onf it$�Ci D=W '0 U" A al"t-I as -W-4 1-11 'I'll WIWI III' a<IL4IN Sheet I of 2 STANDARD CURB DROP INLET SPSCIF,CATION 12"-30'PIPE MAXIMUM DEPTH (H)=9 VIRGINIA - R Mt"r reTION Y01 to4o TRANSP TA K, • zo -e - C :4 The bottom of the curb and 90fisor my be consillucled parallel to the Plops of Aub- surfoce courses provided a minimum depth of T' is Thtj ate any be commrs maintained. at the optian of the Controttar This curb is to be votedvibItil speed n; 40 MPH -.�r less an Rwa NgluriSys and 45 MFI Note: Caro curb he Mis ridua ;rbo less in devitiopedI. niksuburban At 300' or less %hall (= b, woos. be plaid lot as radial oft"r4tion cab 8 This item may be precool or Cast in place Concrete to be Class A3 if cost In place, 40M PSI if peeast. REP= SPECON I E COMBINATION 6!' CURB a GUTTER 502 VIRGINIA DEPARTMENT TRANSPORTATION ount, P& Law trrF Z;r ft!:, 1W, or�. Is IM51 PAVED SHOULDER SECT -ION NOrES UNDERDRAJN OUTLET MAWR DETAIL Wr_ a no- 1. 1 b- ------ Ww$ om- ftft;. 1"..411, 1)- t- 11- Ak,,Vl slower' -1,• Ak',l Aw.- V.-, SW Polo W 0. Jrcdti-d Q�,qidr r, &:- OA fnr ­WW It fmow 1w, LK9-4 At W3 Aid. Oftx N." nNM. r2 us ni, a. o e­,.c CURB AIJO GUTTER SECTION 0 M dand 1 LOSWVDINAI fIERF0,91WED PIPE NON-PERrORATED OUTLET PIPE Pipe wt eia. YM�aqI 00to Cwrae 1= Ctus stronlir." l'"lur We of POP C..V~ 4"dor"dia E_ i' 7o0slit : *I* At W., Ttkeost I.&J4,0ft TWW M.W000 TO ASM D­'1Z Pl 51 dofftltiiM 0 is cdw Wv "Also 1'. , lP~ STANDARD Plf'F-.' UNDERDRAIM FOR PAVF"MENT EDGEDRAIN _J 0 cr clz ci,:: -Ir 0E _Q: ac: ­lz cr- 113 0) L z 0 z W 0 Z: Z_ L �0 6 U;� > U-1 LAJ W E ::� a: E C> 0 Q) Q (0 ci) Q.) t__ N Vi 6 Ll- LL !3� u,_ LL. Lcr-, as as ILIAs, 25 CL CL CL C-L. CL a El C:�' c::' 2 (Z) CZ) CZ) Q3 Q) C11.1 CIA C,4 CN C14 `4, C14 n 11: 04 Zj P, 4aZ • 0 U. < 04 QD 00 C co Cd J L_ co u-, C 0 W 0 lit JW IA 0 z 0 3t 2 W't Q� ow r- UJ z x too LLJ IL N U_ Z F S C,� X 0 0 PV INOO (z CZ O Z3 Q) LIJ k__ SCALE: 50' DRAWN BY: 1z D. S. PROJECT NO. DATE: 10-12-00 SHEET 5 of 6 SILT FENCE CULVERT .INLET CONSTRUCTION OF A SILT FENCE 1 17 FT, i (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE ROCK CHECK DANK PROTECTION 1, SET THE STAKES. 2. EXCAVATE A 4'A 4" TRENCH UPSLOPE ALONG THE LINE OF 2 ACRES OR LESS OF DRAINAGE AREA: ENDWALL STAKES, 70' MIN. EXISTING �' T' wuoD ��C�EPTH= _ _ PAVEMENT 1,, 8' ROUGH SON A 3' _ 5:1 i1w1� 90IRnS s -r LONG. _ _ _ StN.cCtRFD �� TOR ORwVCE AREA 'I-III-q/1 �� 4° --� - III-_ g" FILTER CLOTH g" Mw A MOUNTABLE BERM swow r e"�Tau¢oy ORIGINAL GROUND raP0�1 BASE a ELEVATION (OPTIONAL) 3' i- 5 a Du eats „�) � o � HEIGHT VS. WIDTH REOUiREMENTS TOE OF FILL i' = / CULVERT ---- -.- e•. 4• wuao rues n' COnraETE 5U8 M/ 6,6 A °a A o --- �- -�-� �! SIDE ELEVATION EVAT i O N FILTER CLOTH 1� MESH ISM Ca1CRETE - /' (OPTIONAL) sue itC.MM CrSAU /6SOFP,1011) O �/' Cam-✓ -� / Lr•�-/ '. - EXISTING GROUND FLOW i 4 ' 70' MIN. (DOWNSTREAM vtEw) ORIGINAL TGROUND T Ili B M - ELEV. III WASHRACK 10' MIN. VDOT i u D'A EOAxSgN l090 At - N 4" � COARSE AGGREGATE rooTalc f> a /) (KN PO57 FOO1R� 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 10' MIN. c?. 6 III- COARSE AGGREGATE I I -I -III-III �- TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN,+ FLOW J 3 IT INTO THE TRENCH. �- PAVEMENT -III (EXCAVATED) I� o SECTION A O Irt 1Y (2) LLD POST - _ _ _ _ _ FILTER CLOTH TOE OF FILL n A 4 I-,Tt-,i,-,i,-I i CLASS I RIP RAP 12 FT. FILLED INm _III-) (I -I (I III-i I 0 0 0 0 -/ / VDOT k1 jK POSITIVE DRAINAGE 10' MIN. S 01= OUTLET S+SSiS-.fGTION NT SILT FENCE NT o o + �/ �� COURSE AGGREGATE B + TO GEDEVICE _ _ 2-10 ACRES OF DRAINAGE AREA: DISTANCE IS 6' MINIMUM IF FLOW �' IS TOWARD EMBANKMENT II'I II MUST EXTEND FULL WIDTH II OF INGRESS AND EGRESS r %•+• FLOW OPERATION SS 1 `0' }'r l moo, DIVERS ON --� _ .--- PLAN VIEW PLAN VIEW r' „? �; r� C,41,.,raY-.�� �� A I ,µY: tr;'c•^fi r DIKE �� -I ��".•+-i _ ,r• �a�J .yt�1v� .,rN'A•""`'''��-,''.ti.`•N'1 �J:r4`h y. Flow I - it MN. .•,{. �',.�-w n-. s5 y��.. �r•T.+� , GAS ',::� `,•;>. •,. ,.k. ,f/, a•,r,»:. ,• I. DI1EtiSxstS WY yERri OPTIONAL STONE COMBINATION _ EYY.LL'tgNS 'tr,Y •"r`r '':': '1'•-'�.cl!�•'.,'•r^�•l;v�l^'.;t, ol,. ��y, •`�ryhl��: SHEET FLOW INSTALLATION' FILTER CLOTH _ Ill 111 3 MIN. 3' ❑ ///'/ ,,a.�: .�• ..•: �.:..,... •, ."t,�, PERSPECTIVE VIEW rwcv� (OPTIONAL).., 1 u ReLE oRaR was at caacRETE t.0' ( ) 3•sgy� tug0.0SEEDESPOROiSN AGGREGATE / `` ~/ 1.5' FILTER CLOTH COARSE /� // ':t�-'i / ) SQEL TVBNC (2) 2/• LONG 3/s• RODS CLJER OTH _•`/// / //// I SECTION A - A (DOWNSTREAM VIEW 3r F%(71< ut SOAK 5 i0 L EXCAVATED <Z� A A 6'-7- VDOT #1 AREA COARSE AGGREGATE FLOW \ \ B :+* :'+. 3 r o _ COARSE AGGREGATE SHALT- BE VDOT #3, #357. OR #5 • -i'`: �:.«:: • � •'''.+,t.:'., +. t.,. Flow �r � TEMPORARY SEDIMENT TRAP; 3' am � � VESC 3.13=2 I) ta�xx' - - - (carx. uxlal) NOT TO SCALE TOOT,NG 5 n 1s,notxs+ SNw ngwo 6'-4 LONG INn1 3 w �leEtN akRDS POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE 3'- +VOOT #3, #357, ,#5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B--B CLASS I RIPRAP SEDIMENT TRAP A B HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION) FRONT ELEVATION SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-i SOURIM: Adapted from )beta of Shy nd Fa gg f 1.ter ftiem for Sediment Control,VA DSS'�JC PLATE. 3.05-2 SOURCE: ADAPTED from 1983 hfalylond Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 STANDARD TRASH ENCLOSURE DETAIL OUTLET WEIR LENGTH, A 1c�,0 15,0 Sherwood and Ifpant TOP BERM WIDTH, W 4,0 4.5 ES-2 ALTERNATE CONNECTION cca _ raw*a'bMpMp n Un. RIP RAP TOP WIDTH, B 3.0 3.5 to D of (dJ G-RA VEL AND WIRE MESH F}1y one -AWO eafaeAslpd "l2 y � DROP INLET SEDIMENT HEIGHT TO OUTLET BOTTOM, Ho 3,0 3,5 END -SECTION I2"-60"PIPE ALTERNATE END -SECTION 12"- 60" PIPE ES -I 1hy Line - !o C'fr ofre w/nre onalOOWe Huh end on ouikt end-r.ctlom _ - '• •- - _ - _ _ -- - - _ o• q ' o. 0 1 Hub erM on autklsnd-sections Ola. _ _ o Dlo. _ Wn CawrucrJM JNrV 00000 .o. Spigot sdoninletand-se,liom _ Sdgol e-,don heel end -sections - C 'I 7hR�adM -- I - PoY Une CG•/2 -.T-T -py UM CGI Caen se ?c-e o; Yor. J'WA ,o Connector Section � �/a ��� HEIGHT OF BERM H 4,0 4, �-_ 1 , t r o star see FILTER Var.wldrn SlderoN o. o. o• a. o•o X X Y X �". "_ - _ -- SWs W S�dew/dbA .o`:o .V,y,4 VIA, _ __ PrMJ.saw L dt Cantyruarlbn Jcdd P CGrP + Sd�aJ toe ANCHOR BOLTS <TYP.) E Concrete to be I - --- Concrete to be i 8 _ J 4000 PSI Min. I 4000 PSI Min I 8 -___-- _,�---�'=----- 4 _ r0i? US AI. T APPL&AtE RALYAR PRAY -- -=�4---' l FrM USE Ar APPiICa&f STREET 2" THE SIZE,SPACINQUIR QUANTITY _ Tot plots to be punched to match holes In skirt lip. 3/8"9oly. bolts .14 Ca0gs o JecC CONNECTOONS AND CoxYE&Mt •Fa• Co nnrdolENrmc. SHALL BE AS REQUIRED BY PLAN PLAN to be furnished. Length of tat plait is W+ t0" for 12"to 30" dies. pipe end W t 22" sv� 0 aft r deay $XdfTrtcrrdrlc Adrev red I L Reinforced RADIAL PLAN cdw ley £NrRAnrEs. See srondarm CG-!3 sredz�io for 36" to so"dies, pipe. MANEUFACTURER'S SPECIE ICATIQNS. Edge Skirt Section for 12" to 30" olio. pipe to be made in one piece. +1$" MIN. GRAVELe(12"MIN. DEPTH) I- c -I- B- c s - #3 TIES @ 12' Skirt Section Skirt Section for 36"to 5a" d1a pipe may be made from two sheets joined by rivet A --t--1 in or bolting on center Iine,60"may be constructed In 3 pieces. 34 4d RUNOFF WATER 8 #8 VERT. BARS OR g yrA Paarssops "^ I"I Connector t* and eaiwrr 3./ �" End sections andnfitt gstoreloto be steel Too clumnum oiloy torso atwithkliikkee pipe. kin td- - - - - cmur�rm Id. WFfH SEDIMENT + 5 # 5 VERT. BARS to be sorng Plate 5 T A A x J + o. o. Appro end a • d0 h o. a oto. oo. c W L sloaras P a oc.00 m ao 1 - D __-_-_,..._----i I----, -_-`•i stun. saP ►- 06 0 ., .,.�:'", b i SECTION X-X END VIEW SECTION X-X END VIEW A PLAN Where Fbred End -Sections ore - e. �• ` �• to be used with'ssphalt i pprox. 2yz:l Slaps �'d'o o� Srae1&wo,rma EN TI N 1 coated and David metal Dice. _ END -SECTION MOMS Ste. end sections do not need 7 DIAM. A B C_ D E 6� -- 4 - _° to bt coated or paved. i • A - - t TANGENT PLAN 1 I l WIRE MESH S E C T I CJ N ILi " A SEDIMENT 12" 4" Z-0" Z-6" 4'-dr 2'-Or 3 I " ' vElr FILTERED 2'-3"- 1*4' 4'-e 2-6' r 2_ �: 5 j, WATER ANCHOR BOLTS (TYP.) ri-.two CCa a used. � THE SIZE,SPACING,AND QUANTITY Ig s" 7 r=e" 4 n` a'-o zr ie a- i� NorES . , T-♦•fJ tne MNaum Cures r f/oy ro be ass A-3 Condda! A-1 ! eama1Jw0M sdpI I oN/N d I SHALL BE AS REQUIRED BY 24 3 7" 2-6" Tj I" 4'-0" - - • 8 t± `L stmau vest -- apAr.wnyro deraoaes°wo.NnpJv�.racaarrroa+rian ifsrcofko fioAof eny°gi MAN UFA TURER SPECIFICATIONS. --- _ L ♦ - Yi" r«hn a• wlr+W p/rr srrtpl xNa» o !31 slgra Warwy cr cost la Ps-1 rro ao oar. -7' g zf os Fro•)i'aea y an a<posed dparepUe 3C1' I' tl' 4' 6" I'.7 6 d " 5'-0" _ ws 4 " ,-1- • - __ _- fINJARamo AW1/Nfacpad d mo.lsnm st d IRA ' --- TYPICAL CROSS-SECTION T Srd.CGR-�-------rs � 3"_ 2_IO " 8'•! ' 6 0" 4� 9 8- -6 ------ I a CGd -- _ arse aJam d ewes r rom ea awnrr 0 2'-2 , 8' 2' 7-0 SHELT TteC1 rESS otp pv rkn y won 10.P f ap a us1 01MfJtSICnB i!J!X Yon. Eystowe corwrurllm loin frn rap.el ed cart � N � 5 3" 2'-II" 8 2" 6. 6" - - PIPE -- 8` ---r- --- - - -I - 7-6 DIA N A 6 H L W C Tee 8 2'• 6'-0' 2'•2" H'-2" 7'-0" -r STEEL ALUMI UM wrp /leer Is pecaA. M1Yw oust pe pravldea for darelAws m rAd WjdNr!gg frwM - 2- 3'- 5" -3 9-O .-- II' T it �_ Plate SfOes 0M ba oast In p+oar dhr pbcr+rcrrd prewar Too,. Uaar, PrsaoJt ltxtcrde aM/l 5 2'=s4' e'-2, - T-s" 7 12' .oi4• 060' 6 e 6' 21.1 24' 24' Readss At SPECIFIC APPLICATION ---- -_II 1 2• --- -- H 15" �Q84- oraw 7• 8 s' 26' 30' 24' SECTION A -A rds Tram ms• to Regulrad bars art to ne Nos . & plxw I •covor to curer okN torn slats d Ito racy r- -T--- • ^ : - -} ; ' s 1 76 .064 .060 _8 10 6 31 36 24 P'ecosr ar r»sf In paces fkar. r»acbprn d ramp fay, rrtnrmum mrrreta tow t %l'• 7 8„ 21' .064' .tMO' IO t2' 6 42 24 Cwb rage will to aoomrrsd and laid for d fir wrrod unit arkes ref ttlyaraedc C..'nerr >' Toe Piote 's ' a's a k"c COncrda 5laewalr aro Eraosad ogpregWe sldewds, mpmetapwee THIS METHOD OF INLET PROTECTION IS APPLICABLE a 24" .064 .060 l0 13 6 41 46 24 PpMJsabreConelrrellm w 8 #8 VERT. BARS OR NOTE : Pips lengths shorn at plans om zi`l , ores" . oTa• r2' l8• g' 61 60 2, sew. IRl SroJfneA. ��°''� Cwbiovb and vow saps transNJons oa/omw to a,rb ray„ are lhw du in o:ymwt WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED . � LY Basta an End sect on anlgn she to traits on 12' Centers -Max. forourbrcuro and PLOW. BUT NOT WHERE PONDING AROUND THE STRUCTURE 5 # S VERT. BARS 1 on tM Ten. If the contractor owls W . 064" ,ors• 14 19 9 72 3B' S ' to use the dremale design shown on ,06, , io6 16 _2 I I 89 9, 36 - wren used In con1=1w wlrn Sl rxMrd CG.! or CG 4 !ro pub foes an /ds Sla xwd Is MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE o o'o. .o. --- i'----- the righl,IeNIhs will be reduced by ELEVATION --..--.-- --- -� -.- •• , . ,. __._�_ ro ba 0e/uslaf /o marrn rro marroNa wrb rnrlpura/tm ,I,E v a I lM di11♦ra,ce in amenawn •D". aA' .06A . ios le• zf to r6 , so xa ' • TO ADJACENT STRUCTURES AND UNPRO CTED EAS. w 54 . 1�' le 30• 12• e4" 102" 36" SECTION 8'Q 0 Amosside rah !s defined as o owilhas Curb Romps are ld be Jaared as JAx,n on the PkM v a$ dlrscW by ire CNIfm-. Q _ r.o79" ao, uvpbs/ruc/ed,srobr. Tina one alp resntaN trey w* so ro Jyalded or /No son/au w/a ever an accessaWe rare u1 wnNn fro rrpr d- # 3 TIES @ 12' 80 " fAW 18' 3 le 87' 114' 56• 0 Uarts d £.posed 0%vogiare slds.dr patn..,,Wfro all o"osslbm NamMJ d a way d o Yl factory umses o curb 1 rd1j d wrernw JrdeMac rJ ests1n1 SLAPE DETAIL fxary, shot Can be oipaocred,eNa m and a posed a acne+lstnnr. ny ua,• a drser r0m pedasrrlan cresswdrs u shwn m pens 11 It SPECIFICATION ON i wear /ero wldrl�,d s1dewolt or stdo olr used by W$ou Will seW1/y Js%W1'.WVL a as directed A• rro rNinser, bur staid rxr is k0ofed b.Nrxf molds srcp 11m. FLARED END -SECTION FOR i2 - Fi0 METAL PIPE CULVERTS apooela`ulwn CONCRETE 3500 PSI REFERENCE E.rsrlrq Npd Poses. fife rydronJ.argo tryrJ,ert.wwOrm orfa prxmvr. + GRAVEL SHALL BE VDOT #�3, #357 OR il<5 COARSE SPECIFICATION VIRGINIA DEPARTMENT 302- CURES RAMP S"�""'"" REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS/eerRAEtre AGGREGATE. 302 VIRGINIA DEPARTMENT TRANSPORTATION loz.o2 !PERSONS WITH MOBiLJ7Y iMPAIRMF_NTSI xsR LIGHT POLE BASE DETAIL a/ 501 TRANSPORTATION 102.01 T,sDy VIPGWA DEPARI'llfWT OF rRANSPwtrarA M Pd15ed +Res s3 SOURCE: VA. DSWC PLATE. 3.07-2 X* Street approach soma CG-it (Radius to be as A surfacing as molnrint DETAIL , DETAIL 2 DETAIL 3 B EC-1 GRA VEL CURB INLET SEDIMENT shown on pions) '"j roadway i--B -8 - FILTER Prune codominote leaders DO NOT prune terminal C (Radius to be as -_ leader or branch tips Rodiol mbination shown on plans? r2" n o A curb and gutter 4" ! _ - ( St'd. CC-61 ,� ' - wn - t ��" Prune rubbing or t ¢ A i j - " -- Jw 30 A t A D A _ �; r"'��_ cross brunches jj d 0 e 3, SD o 110 ow „ 6" 46 Class A3 (H.E.S. �•, , �•' ti. '•b. , - ------ do andnwaterrs spouts angles DO NOT slake or wrap po OptionolFlow Line Concrete trunk unless necessary Prune broken branches Expansion tExpansion in L 3H g .. I Joint � � � Remove all lops and labels A ..a-1 �I) SECTION C-C 11 M 3H �'��� Prune suckers Note Width "$" ypic or ti Mainline roadway H ( I / / Cut two all Bolin ro s shown on t Teal section. PLAN VIEW DEPTH H Y 4 Pe 2'-3' mulch kept away from trunk Geotextiie 9' L Depth GRAVEL FILTER' 12 Remove to of wire basket Soil well to contain water Fabric Geotextrle -'- p \\\ SECTION A -A Fabric 9' Geotextilo -- RUNOFF WATER WIRE MESH Fabric SECTION A -A 9" DEPTH SECTION A -A • D represents won for box culvert installations FILTERED WATER Construct Grate changes with a parOboliC curve. H. Diameter for round pipe,rist for pipe arch and box height. + � +$*,*� }+#, •R ; - UNM(ENDED baCkfill soil NOTES + ++ ,+ Parlially bacKII, water to +,+ Widen and score hole wall �--. settle soil, finish backfilling Form IT 06 line rnstanations Dimension D is to govern The protection outside the channel * + \\ wldlIt (W). On any Secondary Roods installation requiring erosion control stone where no I nT� ++ �++ - -_ 10' PoraboAe Curve _ ### _ Edge of Shoulder is % Max. Dendwoll or endsectlon is a cified on 0 or Optional Flow Line Slope Chango f j "" - Mn 30 Detail 2 shown obove. pdans,constructbn 4 to M in accordance wim _ + _ IT R + + Area for water drainage .r - -0 rye_ 0 �j * + Remove container and cut circling Leave solid soil pedestal - do Mainline Roadway -- -- - -- "- -- -- -� ... _ _ When St'd. CG 11 la used For entrances built p'o SEDIMENT II - 4 roots if container -grown, or as much - in conjunction with VDOT projects, loose ' * + buriop as possible if field grown not dig deeper thou boll depth 1 P I P I Slope Chonge �' •, p note the followings t - �,h DO �( 1r%rj CONCRETE GUTTER R D yC 3C t Mainline pavement shad be constructed -� fill// Geotexttle Fabric to be installed under all erosion control stone in accordance t 2 CURB INLET W ILO' Akin. for Street Connection stabilization the R/W fine eexcfor any inet ode d� with the specifications. • stobdlzotion required for mainline 20'Desirable for CorrvnertlalEntr. pavement which can be omitted in �Q y Dig hole 2-3 times root boll width ti 5• Alin• the entrance.) Y Dry Rip Rap MIN. DEPTH SPECIFIC APPLICATTON SECTION A - A A Radlalcurb or combination curb Geotextile RipRap p l and gutter shall not be constructed Fabric Class 1 2' beyond the R/W Sne except for SECTION B-8 Class if 3' THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS TM PLMR Df'A1L replocement purposes, WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE no scale n INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED Guidelines for Grade Change D When used In conjunction with Stondord AREAS. CG-3 or CG-7, the curb foes on this r n i r I r d Standord is to be adjusted to match the • GRAVEL SHALL BE VDOT K3, #357 OR 5 COARSE AGGREGATE• 1 11-22-00 REVISED PER F.C.S.A. COMMENTS J.D.S. R. Enircnee Volume Desirable Maximum mountable curb configuration, Y Use Typical Section shown an plans or normal side slope, bottom width, and depth of thonnel ditch o 2 12-18-01 ADDED LIGHT POLE BASE DETAIL ALW - - - - - -- ---- - High (more than 1500 VPO) 0 / 3 /. See Stondord CG-12 for Curb Romp design • . Duo g Dun SOURCE: VA, DSWC PLATE 3,0' �i to be used with this Standard. Medium (500.1500 VPD) 3 % 6 % When the entrance radlicannot accommodate Low (less than 500 VPD) < g % g the Wwrliny requirements of anticipated heavy truck haftth consideration oliad should to SPECIFICATION increasing the depth of adjacent proposed ro osed REFERENCE 303 STONE FOR EROSION CONTROL T H oc, sidewalk to 7 inthet• 245 VIRGINIA DEPARTMENT P� XOpllonal flowlIne may be used for entrances In cut sections, L 414 of TRANSPORTATION 114.01 p J Optional ftotellme may require warping of a gilbert w. cliff portion of gutter to preclude portcrog of water. old A. MiSlowsky, J o CERTIFICATE NO. - U SPECIFICATION METHOD OF TREATMENT- ItfFFili)+CE Engineers CONNECTION FOR STREET INTERSECTIONS �$ 502 AND COMMERCIAL ENTRANCES ED R IS PROFESSIONAL PROFESSIONAL 150-C Oldeksbu Greenwich 22 Fredericksburg, Virginia 224p1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.0$ ENGINEER PHONE: (SILO) 898-2115 _ _ _ FAX: (540) 898-2115 E-MAIL : clifford@lbigred,com 3 v 0 i 3 O O v .� N w 0 0 Q. t 0 3 0 O 3 O O