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HomeMy WebLinkAbout11-01 Shenandoah University - Football Stadium - Shawnee - Backfile (2)J GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, 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 sholl exercise care In this work so as to avoid damage to any utilities. Any damage shall be the contractors respponsibilit . 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 Contractor's responsibility. 7. Cutsheets shall 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. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. CITY OF WINCHESTER 1. Water and sewer lines ore to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. la. Contractor shall provide the Public Utilities Dept. 24 hour notice prior to tapping existing water mains. 1 b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and provide assistance as necessary. 1 c. Should maintenance of water or sewer lines withing existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. 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 right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be In conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Del.n features relating to construction or to regulation, control and safety of traffic may be subject to chapge as eemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will" be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way throw h 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, The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12, Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT, Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13, All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roodwo 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 regwired in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VOOT approval. 15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable bbasis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O,T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (~Section 304) and VTM-101 certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T, representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Speeifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 21. Approval of these plans shall expire three (3) years from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. , �ubdi*onisDesi*gnv for .t ENTRANCE AT TULANE DRIVE Shawnee Magisterial District Frederick County, Virginia TMP 64 ((A)) 107 Zoned: RP and B2 Proposed Use: Secondary Entrance to University Stadium and Future Athletic Facility Vicinity Map Scale 1 "= 2000' April 17, 2003 " "1 �� .d'S tor � r° En--dineers a•4 Olde Greenwich Dr. Fredericksburg, gPHONE:�' � _ >! :.• EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. 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. 5. 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. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area, 7. All unpaved areas of the site which are disturbed by this construction shale be provided with 6" 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. THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 P.O.0 Gene Fisher (540) 665-4527 a$$OC1Ste8, lIIC. PlannersLand 1 'I ONALD A. MISLOWSKY, JR. Z O NO. 020674 _ 117 East Piccadilly Street ` Winchester, Virginia 22601 A�°FF PHONE: (54�0) 667-2139 �IONA FAX: (0) 665-0493 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 PLAN & ROAD PROFILES 3 SITE DEVELOPMENT PLAN 4 STORM PROFILES & MISCELLANEOUS DETAILS 5 MISCELLANEOUS DETAILS ALL ROADS PROPOSED BY THIS PLAN WITHIN VDOT RIGHT-OF-WAY ARE TO BE BUILT FOR ACCEPTANCE INTO V.D.O.T.'S SECONDARY SYSTEM OF HIGHWAYS. -- GENERATION rESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD- •O T.P.D.0000PEAK) USE OID• OWNER'S CERTIFICATE I hereby certify that the property contained in this Subdivlson is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. 113 Date Date Date Approved by Frederick County Subdivision Administrator Date Project Number: 6'm%he1,=-%t REVISED 5-23-03 - PER REVIEW AGENCY COMMENTS- BY J.D.S. REVISED 7-14-03 - FOR CLARIFICATION - BY J.D.S. ,mar, LN � w � d z << ti �r 4g9 -CDj '��c 'N ` „YY 4(UIVPC38T Q 2,57_� MPH SPEED Lllq]iI = I \ !� A�' it ' `� S� RIM=714.93 EX. 4" PLA. GAS MAIN \ r', ` . - (APPROX. LOCATION) 1 \ `fop `� o \\ GRATE (713.14) Ofill POND. \�� awwet;E �saaVr " 1 EX OWNM UMW (110 RMW) TWO STORY \ ! C FRAME DWELLING s 4� _ FFE=725.05 G S S \\ Cj, + \ Wm P\ARCEL "A" PIN 6'w',A 110 ^ SHENANDOA141UNIVERSITY PIN 64-A-109 DB 624 PL.. 504 t0, Y 1 2 7' 5HEIVANOOAH UNIVERSITY PR POS D RIGHT-OF-WAY ZONED: R ` ��. �LQ a DB 798 PG 1664 ,o: 0.21 Z A TO BE \ ZONED: RP •QP ° 1 RED DI ATED TO : CC. 12 • R A �� L _ • (CAL' CURVE F �O Ot WEALTH OF R=225.00 _.VjBG NIA '4 , L=102.75 \ \ Tan=52.29 1 \ Delta=26'09'56" \ \ ; :, ; ' ; • : ; : /� ' ONE 101.86 STORY +00 , 3 t, ' � • SO . t i�36 • FRAME ACCESS EASEMENT S10'30'53"E � �' � =•--YT• `��. GARAGE REQUIRED FFE=722.27 ` 4 V�',' :j • \1• CONNECT TO Ex,_.PAVEAIEM -� _._ ___ ._ Z0 4 MATCH LINE` AND GRADE / o ?10' PAVEMENT OVERLAY AREA TO h CONNECT TOx, PAVEMENT TRANSITfON FROM EX. ROADS TO I ` MATCH LJ --AND GRADE P boy p aa� \ END OF NEW CONSTRUCTION. ( ) % / _ \\ N �2 CURVE D (SEE PROFILE FOR DESIGN) J SPLIT FOYER I PIN 64A-A 1 t (_.. FRAME BRESNAHAN, V.A. GRATE\\ �� \ R=150.00 �� V DWELLING ZONED: RP INV.=709,56 , O L=56.55 PIN 64A 8 3-35 FFE 71710 �� Tan=28. RUTH S. LLOYD Qz ZONED: RP Delto= I'36'08" !4000 j/ n 3/a` GAS LINE ' L X\ \\N 47'2s E EXISTING ROAD /A ry"' SERVICE STUB TO BE REMOVYD `"�/ t5' c1n x (AREA TO BE SEEDED n` - ~ INV. (717,13) o \ MULCHED IN ACCORWE W(tH GEN. NOTE 5) IU=718.7s ' PRICE DRIVE (ROUTE 1248) -. Pc •+».o \ ° �� I .=doss 60, 150 AADT N01'35'30'E _ 4l'SB+I s - �; Q " PIN 64A-2-12 / ty �O I/w MARVIN FLEET CURVE C ZONED: RP R=100.00__. p �`�y L=44,21 Q y ran=22.47 _,so•s,<o� s "_41111411 Delta=25' 19'49" j " 43.85 / h _ 75 44'36 W 41 ra WIDEN PRINCE r /h • / PIN 64A-2-13 4 / ° RE-A��. - 4Ra/4N FLF T INTERSECTION ZONED: RP N ' -'nIN %�f18 'X3 •CO'GG1. 3.90SY.t0Vz - -- �g - ssvao t _l4l 37+00_._._ .. OIti 384-00 6 LIVE-- 5fiT�799 -I °� -13 f7 TAPER y. VA. SEC. RTE. r97 -p E70 AADT --.--.... - WIRE FENCE ` ! �y 99• ROKEN AS o MN ,PR-. - ' - NI a W �' 1- AUc t • x� o „ utnn v,ur ...._� T ON SHEET - - n . . ; . • ' • • ; • ' , ; ;. •.. BENCHMARK ,rzi.e, �. ,v. r _ SEE EFr \gym PAVEMENT WIDENING T / �- ,. SECTION qp 4 �2N U��:�; ; ' ; k: • , • , . • RIGHT 0�-WAY TOP OF FH .���z fI ^-~„__-_..._- MTIIDAY INN &TE P+v � ; C . ; :: ; : ; : W/t ESM IX. 10' R/1Y / ///� RENCE CEN R DB 335 PG 546 DB 372 PG 237 ELEV.=723.33 '� p Jy ¥ f/ "ate q - - - �' PAR(' „A„ \ �/ /W� --~✓ PIN 64A-3-A PIN 64-A-110 �a WATER b�� j SHEN. GAS CO. 10' �� R wsu- �` ;%�D SHENANDOlaH UNIVERSITY % / ff DB 648 PG 34 5� rrw APPLE BLOSSOM PROPERTIES PARCEL "B" / METER VAULT /// DB 624 PG 504 //��\\ �` %f . KIX 2- P� GAS MAIN LIMITED PARTNERSHIP ZONED: B•2 PIN 64-A-107 / HOLIDAY INN ff ff (APPROX. LOCATION) DB 595 PG 295 APPLE BLOSSOM PROPERTIES / CONFERENCE CENTER ASPHALT TENNIS COURTS LIMITED PARTNERSHIP / FFE=726,86 %f if ECG-12 RAMPS TO BE INSTALLED AS W/ CHAIN LINK FENCE DB 624 PG 504 GURVE B ZONED: B-2 f�f f/ DIRECTED BY VDOT INSPECTOR. / Tan=50,27 ' fl �f THE CONTRACTOR WILL BE RESPONSIBLE FOR Delta=25'11'21" fl ff PROVIDING STREET SIGNAGE AND STOP SIGNS 98. / N111'00'11"W flf l/ AT THE TULANE, PRINCETON, THE TULANE, HARVARD GRAPHIC SCALE o 40 AND THE HARVARD, PRICE INTERSECTIONS. ' 20' ' 40' ao' +syr�,kyP� �Ne, 1 INCH = 40 ft. HOR/Z. 1 INCH = 4 ft. VERT. PVI STA = 0+40 PVI ELEV = 719.38 A.D. _ -0.33 PVI STA = 1+00 K = 150.51 PVI ELEV = 717.93 50.00' VC A.D. = 1.91 I� I K = 26.16 50.00' VC 725 i (I W ca 720 715 DATUM ELEV 725 to_ + 720 0 {" (f 00 h OQ + c i Lr 0+00 LEV 720 21= STA: 35 39.79 T LANE DR. 710.00 CO N O N O co r, Q) r, coo 0)6 000 �co 00 rCNr r N r\ r 0+00 0+50 1+00 PRINCETON DRIVE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UNDERGROUND GAS AND WATER UTILITIES AS A FIRST STEP OF CONSTRUCTION AND COORDINATE WITH THE APPROPRIATE UTILITY TO ENSURE PROPER PROTECTIVE MEASURES ARE UNDERTAKEN AND CLEARANCE 70 PROPOSED STORM SEWER PROVIDED. AREA SUMMARY LOT EX. AREA PROPOSED AREA 64 -A-110 22.40 22.28 64 -A-109 0.62 0.62 V. D. 0. T. R. 0. W. 0.22 TOTAL 23.02 23.02 LEGEND PROPOSED PAVEMENT .................................... .................... .... . . .............. . PROPOSED CURB & GUTTER ............................. UTILITY PEDESTALS ....................................... ❑T Q EXISTING STORM DRAINAGE & STRUCTURE • _ _ _ _ • • _ • • . _ _ _ PROPOSED STORM DRAINAGE & STRUCTURE ' _ • _ • • • • • _ • _ • • _ --- ---.-- -__ :, EXISTING WATER MAIN .................................... EXISTING SAN. SEWER AND MANHOLE ....... _ _ • • . • • . • • . - - PROPOSED SAN, SEWER AND MANHOLES.1-- DRAINAGE FLOW ....................................... EXISTING GRADE ..................................... PROPOSED GRADE ................................... PROPOSED EASEMENT AREA .................. . . • • - • - PROPOSED SILT FENCE -••-•-•-••-----•--•----••-•-•- SF CONSTRUCTION ENTRANCE .. {. Ez",; r, ut' j" N RIP RAP CHANNEL LINING ........................... SILT FENCE INLET PROTECTION - - - • - • • - - - • • ...... • • • • fP ROCK FILLED CHECK DAM .............................A&&RFCD Storm Inlet Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type 1 709.95 709.95 - 714.00 MH -1 2 711.00 711.00 -- 713.50 DI-1 3 - 714.10 -- 716.60 DI-1 4 713.90 713.90 715.70 721.00 DI-313 5 - 716.80 - 721.00 DI-3B 6 716.00 714.60 -- 720.00 DI-2C 7 71T25 717.25 -- 719.75 DI-1 8 - 717.10 -- 717.10 ES-1 EX DI - 720.04 -- 723.40 DI-1 Outlet - 712.40 -- 714.00 EW-1 mod Throat 6 8 6 EX P VIDE 1.5" SM-12.5A,3" BM-25.0 AND DEPTH OF 21A NECESSARY TO TRANSITION M-TUCA D17 TO PRINCETON DRIVE ST • 0+90 715 710 DATUM ELEV 705.00 Cq h. PVI STA = 0+50 PVI ELEV = 714.38 A.D. = 1.45 K = 34.49 i L0 r o i .- ti Lc) + L LU Jam, m CLCL 2.23% ,t ~ BCD 0 S A: 0+00 ELEV: 71 , 74 C L. HARVARD DRIV17 ai O� ON O � It n Mi , v cri L cfl � r o_o o_o r, 1� 0+00 0+50 1+00 1+50 PRICE DRIVE 50.00' VC PVI STA = 0+56 PVI ELEV = 719.43 LOA.D. _ -3.10 In + 0,-) K = 16.15 725 -..__._.___c' + co m ,, 720 ----------- 1, 715 71C C3 PROVIDE M-12.5A PAVEMENT OVERLA TO TRANSITION FROM ff HARVARD DR. AT 1 + 72 TO--END---( F -.NEW-C NSTR:.-A - -_1--+-45:---- 50.00' VC PVf STA = 1 +50 - PVI ELEV = 714.25 A. D. 1.65 _.. _K = J0LO .23 N I + L6 z ^• o D o) Er) corn ^o O Li d PA 1 +64. 705 e} N �- 00 LO n n rt U) 0+00 0+50 1+00 1+50 2+00 HARVARD DRIVE w z z Z g Z o to Z o o "0 > o z z z w W a Luwac� ti WL.`-cii Q cc L�.I o � Q O �O nW. O 0 cn cn � U0 � cn � Q__ W O 0 0 0 allo o o I I f I tr) c0 00 Z N r} O r M Q1 E w N N C U Nr.Lno C�<Da, •� to � � w �_ NLL C3 C > a WU 0 �3 U) w o a� d _ a J co Y X 0 U aN E m 0 M C U N > N •- 3 ao M •a 42, rn W 000� C) •j �- Q O O•` W� LnLL>u.a I,A � T Oz 3 0 Z tY 0 o w't Wow 713.74 v, I-r w7w cd>o 0W0 1 EN 0L+_Z Q �7_O UiOw 6 o v a 0 pvx Req'd Min str top str top to cul inv to cul inv Culvert Summary out (ft) out (ft) Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 4.0 3.1 1 709.95 709,56 64 20 X 13 0.61 EX. CMPA Q 2.5 2.4 2 711.00 709.95 41 15 2.56 RCP l� 2.5 2.4 3 714.10 713.50 92 15 0.65 RCP 7.1 4.2 4 713.90 713.50 65 18 0.62 RCP 4.2 3.9 SCALE: 1 "=40' 5 716.80 715.70 40 15 2.75 RCP 5.4 3.9 DRAWN BY: ✓DS 6 714.60 713.90 100 15 0.70 RCP 2.5 2.4 PROJECT NO. _ 7 717.25 716,00 19 15 6.58 RCP 8 717.10 715.00 29 15 7.24 RCP DATE: 4-29-OJ _ EX 720.04 717.25 141 20 X 13 1.98 CMPA SHEET 2 OF 5 Outlet 712.40 711.00 60 12 2.50 PVC : -11 i I : ,�, I'll I __� , , C ) ; _/ . 7 CONNECT TO EX.PAVEMENT _\ //1 I -­-­--­-­­­­- Lo i_­ __ ­­11-1--.1- _­ /\ .1 11 ' i �­ ------ 1____1 :A _P_ �13, � i \ � ! MATCH LINE AND GRADE I \ � I ; 0- 0 Z. / \ //� 1 4 � : PAVEMENT OVERLAY AREA TO /` I i \C', / , A 0 : .� I i � . . . . . I % I 1�1 ij ;A - .. i \ I [ � ; - . . � •, . : \ i TRANSITION FROM EX. ROADS TO I // � .: , I I � 0% -0 / / Of '1� \ \ CONNECT TO EX. PAVEMENT i I ----..------�---.-��.�--�----�-,---..------�----�- . / 1p // .. . � , , CHANNEL � I i � __­ . Z ININO, H/ I " , I \ \ 1 ,,.,, i ­--t- -;o- -,1,0 _j I _� . i \ TION. (T .) ; t � MATCH LINE AND GRADE �_ I C.) j,�L,V �/ ,,�) I .. ., .. . : i I i '( - I \ \ ; '. .., lf, I I : i , ,� . I I i � � I I � : ,,\ I " . \ I i IN':-' (SEE PROFILE FOR DESIGN) Ill � ,"'l' 1. 'I : � ,"_�, I, I "\ !CURVE D / //' :'I r, ��', ,� 5 pt,,� V , , Oe. I : \ \ ; I PIN 64A-A- � ;a \ , I .1. 116 I I % � . 1 . \ : SPLIT � \ 0 ­1 - / T , e� I I / i �Kt �,��.� � 10 / / '. - ' (� -�' C'H - I ) I/ \\\". �' : I 1A NNLc Z Z h . �', , . I/P. - Iii I . j ' I\\ 0- I � __ / � , / , ,>O�,,> I � ; � . 4/ / / 4`:-,; ! ; i . I I I PIN 6 -35 , _ 1�..? .1 ..J 1(7 . \ � I \� R=150 00 "FRAMEN, v.A. GRATE , . 4A-8-3 / / �0,.,,1, 0��/... ­_ . I � /- I I -.1 - , 0/ = 1% L=56.55 " ; / DWELLING :' Z_ INV, 709.56 � , -�#t��ONED:RP 100j�l C`1.;,_.. i'lv � / 6�� V,P STANDARD DITCH SZCTION G.it *--' - 1� _% I ,I ­1 , , ) •\ .. ! ; I-. ; 1, _% // .. :�� , i-," � . ...... ..... .. 1,..... % I ­ I I .,t - ­ RUTH S. 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GAS M i ),,-�" "' - PARCEL "B's I `_,__,_� " Z I PG 5o4, ; 1�1 .. / ., 1. I'll, ,_ .1 / / ,��, " ; D� 595 PIG 295 1 . )0 , "V.- I (APPROX. LOCATION) �,___ 1. '�?,� . 0. PIN 64-A-107 � I I / "'Z�71�_ ... If I \\ : I ZONED: B-2 I I - .: /)114, 1 '.0 HOLIDAY . !/ �_ 1. 1. / . ,// I / I.... q / I �\\, - : I It APPLE BLOSSOM PROPERTIE-8 -/' CONFERENCE CENTER -��-.. // ? : : : ; N.....41 i / FFE=7.26.86 I # / .1 ASPHALT TENNIS COURTS -­� ; ,� 'S'.. : \, ': 1, " LIMITED PARTNERSHIP / : , /; ! �, I - , --..� : ) E '' I ', : �.: "\\\1, ' : V " Q0 624 PG 504 CURVE 8 11: 11 � , : . '0 �../ 11 : i �!-� .i ZONED: B-2 // 4 9) I UP1110 C 94 C.4L F : " : Req'd n .'\.' : R=225.00; :: / .1 � I : § - I 20 10 0 20 40 : -23-OJ REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. str top str to'- ; . / 1 5 ) p // I I I I I : : 2 6-02-03 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M.- I L=98.92 � : 1111,%,.. " t Storm Inlet Summary to cul Inv to cul Inv Culvert Summary ' / ! I i / ; I 6mommomniiii :J.D.S.R.A.M.- FEET ; Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat out (ft) out A Culvert Inv. In Inv. Out Lft D(in.) S(%) Type Tan=50.27! b "I'll, // . // -,�� ( IN ) : : J 7-14-03 REVISED FOR CLARIFICATION 1 709.95 709,95 __ 714.00 M H -1 - 4.0 3.1 1 709.95 709.56 64 20 X 13 0.61 EX. CMPA Delta=25'fl '21 " I I inch = 20 ft. : 711.00 711.00 - __ 98.12 : . 11 // // : : : NO. --t I BY I CHWD. 2 713.50 DI-1 2.5 2.4 2 711.00 709.95 41 15 2.56 RCP : I , DATE DESCRIPTION 3 __ 714,10 __ 716.60 DI-1 - 2.5 2.4 3 714.10 713.50 92 15 0.65 RCP N11*00, 1 � P W ;"/,/ // I'll P_ '� >'-Q.,C-,1t_ --- --- .: REVISIONS 4 713.90 713.90 715.70 721.00 DI-3B 6 7.1 4.2 /1 I "I PROJECT NO. 5 - 716.80 - 721.00 DI-3B 8 4,2 3.9 4 713.90 713.50 65 18 0.62 RCP : .1 / // / 1 ,/ / _P 11"A01 & associates i SHENANDOAH UNIVERSITY 6 716.00 714.60 __ 720.00 DI-2C 6 5.4 3.9 5 716.80 715,70 40 15 2.75 RCP : : / // . .1 (A 01>1/ 4� 1 nald A. Mislowsky, Jr. gilbert W. Clifford ., ine. DATE: ! ,6. / pel i 7 717.25 717,25 __ 719.75 DI-1 - 2.5 2.4 6 714.60 713.90 100 15 0.70 RCP .1 k91e // �) 441 0 CERTIFIATENO*� \ SHEET8 __ 717.10 - 717.10 ES-1 __ __ __ 7 717.25 716.00 19 15 6.58 RCP : k �,>�,/1*/ //*yo Ply 0.A- Engineers e Land Planners # Water Analysis ENTRANCE AT TULANE DRIVE��;*7GIV03 .1 16, .1 � ,: R 1 ) 117 E. Piccadilly Street -Suite 200 , I EX DI -- 720.04 -- 723,40 DI-1 EX -- -- 8 717.10 715.00 29 15 7.24 RCP-. : , . ST RED 150-C Olde Greenwich Dr. (P.O. Box 78 Outlet .. 712.40 __ 714.00 EW-1 mod __ __ __ EX 720.04 717.25 141 20 X 13 1.98 CMPA '*'**` PROFESSIONAL Fredericksburg, Virginia 22404 Winchester, Virginia 22601 SITE .DEVELOPMENT PLAN ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 Outlet 712.40 711.00 60 12 2,50 PVC FAX: (540) 898-3230 FAX: (540) 665-0493 - - a If I E-MAIL: clifford@lbigred.com E-MAIL : awcaram@earthlink,net I f 1'?EDER1C1,( COUNTY VIRGINIA I OF ___j LI.i U U � O...._... _.. OO _.; Led.._.._......._, L0 rn O NINOO S� 720 - r. __ ._ o lo.. __........__: o_z �r 72 OU i NO�C>�C> +� cl V L11 F + zizie F -_ n a? ? LI.I to - I I 715 1 _._._ _ . ___ ....._ I 72 -- _ s0 SL 0 E D/q 250% �2r�.R{�C- RELOCATE EX. 710 ..-..._..._.. .. _0__. GAS MAW 71 L N 41 w SLO[51*n. 2.56% _ DIA RCP " ?C DATUM ELEV 4 1 1 L1 705.00 Occ c0 CO In eI- DATUM ELEV 710.00 0+00 0+50 1+00 0+00 0+50 C2 TO POND C3 Req'd Min str top str top 72 72 71 DATUM ELEV 710.00 0+00 0+50 1+00 C4 - C5 Storm Inlet Summary to cut Inv to Cul inv Culvert Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv, Type Throat out (ft) out (ft) Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 709.95 709.95 - 714.00 MH 1 -- 4.0 3.1 1 709.95 709.56 64 20 X 13 0.61 EX. CMPA 2 711.00 711.00 713.50 DI-1 -- 2.5 2.4 2 711.00 709.95 41 15 2.56 RCP 3 - 714,10 716.60 DI-1 2.5 2.4 3 714.10 713.50 92 15 0.65 RCP 4 713.90 713.90 715.70 721.00 DI-313 6 7.1 4.2 4 713.90 713.50 65 18 0.62 RCP 5 - 716.80 721.00 DI-313 8 4.2 3.9 5 716,80 715.70 40 15 2.75 RCP 6 716.00 714.60 720.00 DI-2C 6 5.4 3.9 6 714.60 713.90 100 15 0.70 RCP 7 717.25 717.25 - 719.75 DI-1 - 2.5 2.4 8 717.10 717.10 ES 1 _ _ __ 7 717.25 716.00 19 15 6.58 RCP EX DI -- 720.04 723.40 DI-1 EX 8 717.10 715,00 29 15 7,24 RCP Outlet - 712.40 714.00 EW-1 mod - _ EX 720.04 71T25 141 20 X 13 j 1.98 CMPA Outlet 712.40 711.00 60 12 2.50 PVC 60' R.O.W. /1V V/\LV/1/L L/-11L/IJ !V L/1l LIVL 1 VLIVIYL Ll/l Vl\ Vl VVl\HJ. TYPICAL ROAD SECTION - HARVARD DRIVE STA. 0+00 TO 2+27.63 N.T.S. 25 M. P. H. - 1000 TPD 2' GRASS SHOULDER FROM BACK OF CURB TULANE DR/V/E v SAWCUT EDGE WIDENING o VARIES PROVIDE TACKCOAT m �� ��� � EX/ST%A'%G' �pq!%E,yENT _ � ��1 •1 ?•7 EX. EDGE OF PAVEMENT �::�::��.�:�:�::�•::�:�:�:�::•:�: �..�. 1.5 SM-12.5A a� CROSS SLOPE= 1/4"1 ' 3 " BM-25 UNLESS OTHERWISE NOTEO 8" 21-B WELL COMPACTED SUBGRADE L EXTEND 21 B 1 fT. BEYOND BACK OF CURB TULANE DR/I/E WIDENING STA. 35115 TO STA, 36149 U O 725 - 720 715 DATUM ELEV Q 710.00 O � h a r, r 2' GRASS SHOULDER (FROM BACK OF CURB) 18' CG- 6 0+00 C8 d U LL.I O o� Ld N +ZQ O cl:� ti L7 Z LiI EN 31 'E 6. 72% 151n.RCP C\ U N co ' U CO OLo� p O # O Iri- + <I\ 725Qw ��n ? �DOI\titi 720 U U U O cfloZ�C_ w�w CO CO C'- - ^-a 715 SLOPE 0. Oq Z DMA 15in. CP SLOPE 6.587, DATUM ELEV x w Q x LII D1 15in.RCP 710.00 O Co �0 I" N d CS 1 CSO 0+00 0+50 1+00 C6-C GRAPHIC SCALE 40' 20' 0' 40' 130' I � 1 INCH = 40 ft. HOR/Z. 1 /NCH = 4 ft. VERT. 56' R.O.W. 2' GRASS SHOULDER - (FROM BACK OF CURB) 36' 18' /4 1 1 t '\• 1.5 SM-12.5A 3" BM-25 8" 21-B L- AGGREGATE LAYERS TO EXTEND I' BEYOND BACK OF CURB. TYPICAL ROAD SECTION - TULANE DRIVE STA. 32+00 TO 35+ 15 N.T.S. 25 MPH ti 1500 TPD 2' GRASS SHOULDER 4' VARIES SAWCUT EDGE WIDENING PROVIDE TACKCOAT VARIES R4 �� EXIST/ G 14!/E,y�=Ml ry 1 .w� ♦xw EX. EDGE �OF PAVEMENT \\;\ 1,5 SM-12.5A CROSS SLOPE= 114 UNLESS OTHERWISE NOTED 8" 2;1-B WELL COMPACTED 5004DE EXTEND 21 B 1 f7. BEYOND BACK OF CURB ROAD WIDENING HARVARD DINE STA. 1175 TO STA. 2127 TULANE DRIVE STA. J6f49 TO STA. 37f82 PRINCETON ''.DRIVE STA, 0-> 50 TO STA. 1IJ5 CAREFULLY COMPACTED SELECT BACKF/LL Nib' --STONE AGGREGATE STANDARD NOT TO SCALE TRENCHING AND .BEDDING DETAIL DETAIL I DETAIL 2 EC-f DET r 8 8 5 M N. 5 uW.IAL A�,_ytSMW. A _ #3B NW.Js LIAA, 3S=LS�L J5y +- JH H { ! r - H r! I FAABRICx TILE 9� o L - - D F�/BMCxTILE g. � T 0„ CE T4E T i _ F AHRiC L T SECTION A -A SECTION A -A SECTION A -A NOTES: MN. 3S 1• FOR YULTN'LE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUT THE CHANNEL WIDTH (WI. Wx S MN. STpHE 2. ON ANY SECONDARY ROADS INSTALLATION ISSPECIFIED REIED ON EROSION CONSTRUCTION IS SPE AO ON PLANS, CONSTRUCTION 15 * w �• E WITH N TO BE IN ACCORDANCE DETAIL TO BE W ACCORDANCE W11M DETAL 2 SHOWN ABOVE. 3 CE07EXTLE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. ^ 1• S dlYE TER OF CIRCULAR CULVERT OR SPAR FOR BOX, ELLIPTICAL OR ARCH CULVERT, H dNTETER OF CIRCULAR OULVERT OR RISE/HEIGHT FOR BOX.ELLIPTICAL OR ARCH CULVERT. S.)(USE IYRCA. SECTION SHOWN ON PLANS OR FOR SIOESLOPE,BOTTOM WIDTH MO DEPTH �'EOTEx1LE OF CNANJEL, MATCH EXISTING DITCH OR HATIRAL CROI FASIIC EC f M•F. DEPTH SECTION 8-8 CLASS I 2' CLASS I 31 PC CE STONE FOR EROSION CONTROL 201 71S 307 VIRGINIA DEPARTMENT OF TPANSPORTATION IN 111.01 * CULVERT INLET PR 0 TE C TION STONE COMRINA TION _1.0' I 1.5' ! Q h' FLOW +► 2.5' IVDOT #3. #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC I RIPRAP SOURCE: VA. DSWC PLATE. 3.20-1 STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A +3, PAVEMENT r �\ F�ILTEROTH �6C'M. A MO(OPTUNTABLE BERM EXESTING GROUND 70' MIN. ➢*WASHPACK 10' MIN. �- r l�K 12' MIN. U EX[ST1NG 61 PAVEMENT VDOT N1 INAGE 10' MIN, COURSE AGGREGATE I TRAPPING DEVICE -j- ' MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 1 REINT LL; lurvlmm UKAIN ZHFALL SECTION B-B SOURCE: ADAPI6D from 1983 ftland Standards for Soll erosion end Sediment Control, and Va. DSTC Plate 3.02- CLASS I RIPRAP PLATE. 3.08-1 PIPE OUTLET CONDITIONS A 1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED PLAN VIEW CHANNEL I� La 07.-- _I d � T SECTION A -A MM CUYM KEY IN 6"-9': MWOM ENDED FOR ENT= PERna M A A 3do (MIN.) do PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW - L a 0 7 -• d SECTION A -A MM CLOTH mtr m e--0-: Rwo1 wwn FOR ENT= PRRnam NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La 19 THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. S. d Q 1.5 TDIIES THE YAM" STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. r _:�- f t- FLOFP ii►� f 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL \ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC _q11��_ I WIRE from Wallatlon of Straw and Fabrle�ter Barriers for Sediment Control, P1AT8 3.05-1 N LL.I Lu z Zi z Q) U W a_ z W !Y : - U 1D LI,I LSit D W LL.I CrCt C Q a� � Lu 0 0 F � N Q Q)N L0 Eo 0 •-- N z o r rn .U.• N N O U N 1� 1n U C N C • N •EP 4 4 E N - 5 L w X U .�un+ aa U 3 _j +R s> rn Q LL1 U U m r O4.r .1 W (n 0 • L 4 a� c c ca EL =- J o0 O r- 4- x `'a_04 • [0 c o L 3> �cN7 C1 ai m��r W 6 � 72 /\ oo L i1 � txi �' d O .L w Z.:,.0 0-7) U a) U x � U_ > U_ ZZ Lq rn'�C C7 ��� U Uj rc_00 LLZ LAj W � 0 � q IN Q) CJ SCALE: 1 40' DRAWN DRAWN BY: 1105 PROJECT NO. DATE: 4-29-0,3 SHEET 4 OF 5 CAN PA'F)RNT , lab/ 1 ,/! /aL ' COMBINATION URNDERORAIN CO-1 AT LONER END OF CUTS 1"AKL LANES 46 .ENTER LINE SECTION •,, IS. r I. rM 1fE11CT MAIDWALI • I� PAY LR.75 FOR / ORLET AN TO 0 Mt. 1!' TRENCH PLACEMENT TEE OF ru / �- PAVE RSRf "a alt[ �[, UY-CAL) 0 0 0 0 0 0 0 0 O -- w■Ns1 e a a a a d 6 T YA R IYPE'_al +--tntc TEA PLAN VIEW _M0l a N0.57 X)GEECAIC (PLACEMENT OF CO 1 COMBINATION LFWERDP.vNI OEOTEXTLE aANAZ rAAIO OR P.KKNT SLWFACC 6 Ldt ��..- T1laASE OR CEMENT STAiK17EO SUBBASE rt1'�����•.-4UEC1 uA1 r7470R SE90VQ 4 .oPv°b N TNI a' li sir011zrOl • D6 OR NO ET MOrEWr aoTExru o1AM(ACE rALPx: GENERAL NOTES r-P Y • POR I Wai 110'1 K P6[A C.OrrM lEN uoE M I. UaCS OCA 1E0 p[ ` M 1 i99 AP 11as oONT 1TMfN 101 A6°A9[ wO SUgt/OC ARE S /CRIED I.00A CO 2. FRW SINE H FILLED WIN AMPAOATE NO 1H OUGMY HNQ TAMPED 70 'M Cd/ACIKn NON -PERFORATED OUTLET PIPE 3' OUTLET SHALL 4 ON AV TIC TA°L°EE OF THE TRAVEL LANE aPAa PAVEMENT NO Is x I, ON NRe I.ID on,[R LECT1014. WHERE IT a IMPOSSIBLE TO OTHIRM PROVIDE OAILETS ra ANT. TKY °Ir TO BIT LOWED 50 AS 70 GRAN M70 DROP OP VAN"AL . Kc7T r A A IENUI Is , K R Oe RC P KME'l AREA 3. Ev TtA YO 0 GWOE ON r r, IRR�ntT �'Pa a Ic'O`TSOE nN e 6. HINDER 0.tVA10N At d)ILtr EIO a 919,C„�n11 Sila°CiCTA w"p4 O 1a' BOOK „'It"T CLE-CM 01 COY d1N1NJT h RIE Y 7 I 1 i l0 7. ■LWOwS V9 3 "TON PA two a OU LI APE AW L <OM[CTgN6 W THICKNESS INHE 11 ' T 1N 1 . M ELL /L [SAME CM)N4N0 S AIMG AS rK OVkC PFC RE R NKM IESTED ACCORDING TO ASTY 0-246 AT 5%DULECIM, • O1TIE1 W 10 r SECURELY 00 NCIM TO I. 1> a OTHER OANNN.F STMYC7Ur1E. STANDARD COMBINATION UNDERDRAIN K (AT LOWER END Or CUTS)t D6A4 VAOw OEPARTMIDIT OF ,PA.�ORIATI N rvPE 01 PIPE (�lIHrIG SfRbNO1H .• r MIDI. aAlt K � r CDIMUOA CO AIMaN Do SIAOpM wAL P1'C q O.HS3 9A00R" WALL A[ 70 W NNN ,9 P9 NNN fD 7 �. UYRS O PAY ra OUTLET PPC PAIR ,a O Ni Ci• `OC tf Ill WE _ ItgCK1'�'YI" 9.Al0EA LK /11l TAN UM2CHMW '• LINE 1 1 [ODIC OF PINE MINT i tC' TRKEL LIES COMBINATION LINOERORrWV CD-2 ON FILLS CENTER LINE SECTION 1; NNN" TYPE 1YLFC, MArr,ALI I { EKE Or PAVEMENT SHMLOCA Lot rNCK11+' TOf Or ILL TRENCH PLACEMENT ) S �TA �iC10tPPL Y rat TT i/ 7-? / SPA FAEN SWrACL 6 BALE P o •----A®ASE PLAN VIEW SHOWING PLACEMENT OF o CO-2 UNOERDRAhN 6 8 e b b b b dge�a�e ..-.SELECT MATERIAL ITPEI0R1 I.0'• - NO.6 a ro.57 R201[GA,[ L "" QOrCXiIC DRAINAGE rAWCOR NON -PERFORATED OUTLET PIPE / �•• PAVOENI 4r[AYI . BASE - - T o o P .SAY a QAEn s1ArRd &=An +--1TLECT MAttBA TYI[ 1 a SLBORAa W' ICQLN• a INK s1,IK,rLCOI L- •• AOMWE M RIME rNdPES1 ORO • CALKS CEOIE11L1 "I'll l'Wel Ir-0• MAIM igTCO KCdOq f0 ASTM 0.1Nn AT 3% CEfl[MIOH. 1. GENERAL NOTES CEPS 0 E5 EO M H ATC AND NOO)Plr HAD, T TO 1. TMMOI SN.LL OE ru r AiCMo NSO t6UE /CTKSf. APPROACH SLAB PAKWEM 3. OU1lC1 M( 114LL MEON AC 11E CO2 O rRAt L,V� PAtKL6711 Ap SaN4a1 °CC IPLI OK . ON A CAADE rNNIaaF1 10 OCR :YLPE ) Y IRI. N� Yt1Q CAME 3. ON CUB MD TE R SEC106 Me*W IT 6 NPOS.7AE TO OTHERWISE PROVIDE ,- --CC-2 CO• � OJiI[15 Fa LIT, 06. IKv ME TO K LOCATED 50 AS TO OMA, MO OROP HENS HN LIT, At r TYPE y,. G l BASE MA GeAL PE I w. 2 (a• L■L 0p ■2I ID E� A. M SLP(REMVATCD fECT101NS TKNCIN a TO K MINA [IrrK PAKAENI AREA rlIaryOc11 a Ey11AyynEENAAa((l��l[xr 0oL0UvrTr��((ix((Rpon�Y.Q/Tl( Pp( a °. =11 REYANON O REEDIT d1% bTM dt ll�t) � 0, r-,r ABOVE PLACEMENT OF CO-2 UNOERDRA)N AT A. L CM WKq T-1 MIHN PA Fa OVTLIT PPE ARE TO Tc ri MIDGE APPROACH SLABS ai sA ..c'6rAtA�1. M n[ DurL t. 7. GUILTY PPE TO BE KCWnY CONNECTED TO EW-12 a OTHER CAM 4a fTRUCTI.W. CE STANDARD COMBINATION UNDERDRAIN (AT GRADE SAGS AND BRIDGE APPROACHES) ' 23) tpr TOt VROEM pC1MIMEM7 OF lAA1rPOATATIa ,gym T MPC O rRE val9ro s7PnorN 7 NOW DHAMTc aoAagArto AIAAYaAr aou P10011, rAl PVC .IDS 6 plppiN WALI R 70 P9 NNM 70 r! NMM S�AL�APPROACH M it A -I ,eT,OWAY SNONW 10 K M li t MmWW DN ---LANS, I G1 C ,RAOIuS r0 K S 1 STDWM ON RAmI I�STv. �cer� , 4'SO[WAe i ®L ` I II pPt,rlAL 4. CONCRErt` ,A. �; i.i. •.•. •• -„-. .--- ILO. Ia[ A NpiNweN T r•D• a Ea A4' INT,rX AOAowAr SECTION C-C s,ID.N rN ,rrcx xc1pH PLAN VIEW W CORM KT O.MA(N CHANGES WRH tACPPARABOLC CLOY[. ® iaartlWlfiil iK ofPl�al%tET e D•PMUaOC OAK Ma111r%. TK Lw,s Or OR Vd 49 6 Be To" Or A DMDIW OR - OP,4NK FLU" L.0 FJ(AIfI a - C0 ( YMLK IBADWAY -' - - '- - •-- -• MKYCOMIK„WRWaHN VpDTaPaCRTftrREAY t 6 -'D HYYOAAItLa THE rTIaWtOwCy1rL� 5•,M, 4ow 1MC, D 7K)E Tp IWE ICIKEKtNt10EPT A LOSU6RC� g7 A1g11 REp{rE0 IOL yAAK IX41•lifa[ Tt p IARE,tTRi 1 CMM BE M7E0 N SECTION A - A Mum GUIDELINES FOR GRADE CHANGE D ® JagAID liE �� �N�IL(( XCEtoTT FOR ctT° CMO0VLAWHEN pt1Ht�SR1L((ECDYCr RCIAGIKiyO(SaLLC/Hsa AC[ /AMSp 11AOA.D 7,1•0 K IC 1[O tto Van" TIC om c,Ra4a raL,WE av[AEEc WArAAW "OH MAW THAN ID00 Yelp, O S 3 x YDIAlT,IaC CUB CpM1OURA14xL WE SIA'D14D CD-q ra CRIB PPP otS MEcaM INO-13M VPOT 93 a 6 % TO K USED WITH THS SIANOAD. told MISS 7H 500 YP01 4 6 S 6 I )K • Lf�S Oft To �wQ [o i0 PlCapt' E'�"MPOSTO DMINIGTL EAf[p�WSES6[IK EYf,[RGW/QE, PapRilpM pr pUll i(AILTO PR( YpCt Ewr010a°fOt•WAT[R �uICAATON METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 702 AND COMMERCIAL ENTRANCES VE C.M 0"A T EHt Or TRANSPORTATION 2N.0. SD VA r THEM SIG. Go OR U CC•T a uuo. 6•r r•a• 4 r OR Cr°t' • O.O WAR. 46AWALL E 3• tat_` . } ...;SECTION 4=+-=�' A W s °Dona, r Low • w c•c ro-�o- r-os'-o• N�W�y�K(( Ito o1O1 �iG+.gNT I�rM1CTI0N JOM 1IAWY� 8 t�h� 8 SECTION 8•8 �IW L® LMt3 a EWMO A"WCAIC SaWALK L� a Acar3■IE IIOO/C a IXr.Eo a A ,AMTrDOus A TANGENT PLAN 14A'�" C'ZWXT`� I = �A USED WY RASMNS MTN 1m6UlY MPAMLERS Tetra a ♦•. Ma RED A TO K VYD NOR P. LOW 61gr 1XAI IW LENGTH Wain 9HER N.CO LAACT R, 9 FT. r NEOUREp AT to O Cl/B RAR. IIIYN CINt RI.R l[ICIX • FT, ra HER tOH6rRlATMLL t FT. roll ALIMAMMS, CURB WARP FLOOR TO r CLASS A-3 COMMIT ICL43 k4 F PKC140M SLP ASSISTANT NTEGRA. 1 ( DETEC-1Z RANKING sWWACI COKb10 THE EWN WIDTH Or THE RAW (L°a [LAP FLOOR MAY K PKCAS7 OR GMT N RAtXL THE DETECTABLE WNM C SHAL M PROVIDED •r M EXPO:ED AGGREGATE (1 (I 1RIN r1®L RAAe WALL MDT KXCEID A MAENAI SLOR Or al. 'I MMMA.� II rArPII It WES OF CUM RAN WAY K PONED MOdRNCAtLY Wn" RAW FLOOR a BY WAND F@WM581t CONSTRUCT" ,ANT "IT. MOWED BAPS TYPICAL PLACEMENT TYPICAL PLACEMENT F RAMP nook a PRECA81,1DLES MAT e1 PROVIDED FOR DETAIL SAM s° THAT Aal0.RNG FLARED AT INTERSECTION AT INTERSECTION K Q k �r N FVCC NRW R/C[IRWr Or PW[CASr R,V FLOOR. WMCA6T CONCRETE SMALL WITHIN CROSSWALK WITHIN CROSSWAILK MOURN I. R5 Am 7o K MD. s X Y 0ACED POINTER TO CEO" ALONG BOTH SUE/ O 7K RAP (WITH BUFFER STRIP) nook MID•DEPW Or RAW ROM URVAN CONCIIETE COVER H1'. DART MUMPS wtl K MEA9Ato A■ BABY ra Al rK taTM[1 R)1 Rama ra N aALIK CpENI COGMAY, SOIWAR Alt 0040140MOR[OATE SaWAMCOMIATC• PLACE. CUBAOM No MITI SLOPE 1RANWTOIS D%NT 10 TO CUB RAPS ART NCILIIDED N PAYMENT FOR QWrO" No DUTItk Mt. URD N COKAWIpN W . STA■WID OILS a CO.?, 7K CUM FAX a 110 %?"AID a 10 Be AOAAIID TO MAICH TIC MONW;AC CLWt Na COITIOURAINOL CLAO MAWS ARC 10 K LOCATED AS SNOW ON THE RAINS OR IS DIRECTED BY THE 044tEk d THEY AM 10 K rN0YM AT N"OUCTONS wtMYq AN ACCESSA C MOVIE a WITHIN TIE MM7,/ Or WAY Or A HIGHWAY rACIATr CROWS A CUM ACONUEta or WHETHER 3WWKK a EXISTING. PlgroxD.a MO CeSIDIT. THEI MITI K LDEA1N w1KN PCDtffRY1M UOSSRAL4 AS 9q■H TN RNa ON b ORECTIO BY THE ENGINEER, NO 90LO NOT K LOCATED KI•ID K/SLE STOP aNCS DIACONAL VARIATION CLING L17D POLLS FK HYDRANTS, ONa RaETS, EIC. WIL ALSO 011CT RACIt". PERPENDICULAR CURB RAMPWP' 4 (ACCESS FOR MOBILITY IMPAIRMENTS) , 70.105 VXNOAEA DEPARTMENT OF IRNM'aVAIION 'SUIPE TTOpMO XMII@, ECTION A -A )F TREATMENT IN DROP INLETS SLIX4 10 aAN To INIDtr ,r lA/iLCI PPE tt MSS CIA(KD,I MACO<KR NAL CDIr �uHtpC,EAv el aH / B � j yj- :b1QM`CONNOt7°V tL�OR dR�OrD1�tMO'bACtOS2 «"1K'1w } 91A4 RE L T 51DOTH 8'A ALAS O NAAID TROFEUNG. MOHZ ' � � . G 11( oo+Px A091[4AtE 9wL IbAIN [ VVV"' DE,KS CFVT SNAWK to 9mMA IEAad Alt ra CURIE y rUgOYi Oar. FAO, XIME Cw Ola NaIT a ro UT 9T - rorhTAa to Rsr Pt FAITHCULAI VaEr Am ounce Oo.PO,,1AG. YD ttOww I s SECTION B-8 PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS SOt VVAW DEPARTMENT OF ,RAeParArKN EM•t2 h' yr WEST, T, U`L STEEL MES cR AT fElEO) I p fREVEL EOT AL) EAST, IdIII TJjjIIIj'-, OVAIL bOWT(D rap A =__ = r ID � A 1 �,. ISOMETRIC L -�A-XS"TY ' PLAN a1°"e SiDIMAt pKAERELfEKO°1ROR STEEL kUNI NR1 PLATE 7 MATERIAL. A �AITIKaLE +I!iN POST U-TYPE ROLLED $ RAIL STEEL POST N b/ME TER At 1.33 LBS,ArT, OR ALtWIAW KLOr ,•.n• UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES: OF i BMRNG LOCATIONS L 1YP1C1L (._-tQYN,L r0 of PLACED AT THE ER09 ALL I/OERMAN OUTLETS. L �aaN�E wocMDRAN K TED INTO OTHER DRAINAGE STRUCTURES, fNOWKL TO BE INSTALLED PERPUOKTL/R TO ROADWAY NO FLUSH WITH THE SLOPE. TM• 1 T 2. OUTLET qT, EO A DING to ASI1W 2417 D. S,OO GORE PP[..IIEE 140 ),E R[01■EMEJr:f OF 70 AA9TESR0 ACCORDING To AS1L 2417. 3.10 MM ra aso.r.. lAnslf'ati'eE9"o vNraDNNN69AxowNlWlir'Asir *10 rTHE ¢ MEAP�PREAX. T T D O Q FK PIPE AND IS A FOR WOENT ETC. LE x A ME YE HE DAYWa(R s. TEFNp ADO T • T 7 0 THAT T CAN BE . f 7gFt��S�Ot Fd1 T)ff ST 1K9+ K 0 BE COINS Fa)C E SO HA K MESH HEMOVED dt C..ENgLR R�FCSES. '.. 4, 1ssH9 ITEM MAY BE PRECAST OR CAP N PLACE, 5. 8R 9 CIFCAl10NJ �F PEED THE FOX OX COR OAT SHALL BE NO. 13 Aim L. EUW S Y PST OP. ROAD '� NO."wHTOE PPAAN/E�,,/�Ep tREX °•RLRRZEr10RAM NS tEH'D a°UIT(3 OTHER 0°`R.�ALMLCL STRIC�t StALI. AtY7N5 8Mf1t10 LOCATIOIL9 7, MNWatlp IRI. K ►IO FOR N ACCORDANCE MIN SECTION 561 OF TIE READ NO BRDGC STANDARD ENDWALL FOR PIPE UNDERDRAIN VV.SW owmTwxi OF iP •1�POILTATON tUt31 5DA Silty��7A���1�� Sl#M SIIM �911:SI� �'i!Ttil'M END -SECTION 12" - 60" PIPE END ON OUTLET END -SECTIONS 7P1007 CHO ON INLET ENO -SECTION L _ LPL j AN pt C --- I OF PPE IT A 1 + _ T D E ►AY L GFPTI(1N Y.Y rAlf1 VIEW �rTii �� i4Si i &t>• INUFM INF2rM �diSTMrE t17tII'i mrarL/ M■�� EM• ia3M S� tSC R� �i• Mt i.9� E/A� i� i4167 t•'d'i M► a1i iZS�t'l,'M♦iist•MiR e7t3lYiM[>if'Mt �1•Sl•MiII7l�Mt ililisi�i7 Eli iwTmFm70«m�•i� ENZWiw47mwial �7t>QTi M�Ti i3C l7 i'd"i ia'Ii tE� iA'C'i �`� �t_�Ti' Ali ESQii i;rr71 M �➢L7/� Mi.'CMt MF$Fi7 E�'>tE,III"i M'�>i MTTu7 ALTERNATE END -SECTION 12"' 60" PIPE E9•T HUR EFO ON OUTLET Flo"ECTIpy SA00T ENO ON INLET ENo!KCnON TO CpN�R(� 4 M00 PSIS To MRM E PLAN a ►K STEEL FAMWC Ibtt01KTIDR L jj�A V 0 E PAY LANE END VIEW SECTION X-X �:�1:•�� a �i i�E� w� T11� Mr41� �' S'1ii3F,11•EIIiT:+�MtaiiH3a7j �i Sii iiaf'i EN�•A7 MT3A� v7 �D�SI'�i7f iEJ� ZIM iu"#MF21 M1,3i�iMaio'! �•iiiMW.'��,7fA7ls5i �t7f!/fi�i'.'� �Lli�i�'iT1MMlsiiv�ria:.•1it SENT � M�1/iM S'RAIN R'JOFJ/fi M b i>i t >Q ,7 Ml!_�SafiE�">Er$';/fllt2C'l�t $'i i�� il�ii;Q,•ii3�t,Z)7 � MMM= SIT. oFi Fwmm a wAII','i � ZTi M E S� i-Ta7 ia'i i i a 7i id'l i PAY LINE G NOTES: -«- a g�IT�14pN �/Np1(N1 DIN T. Vul"r uTIr[/, � T cTS •t Di��O m SLOPE DETAIL 1Y•ECIFICA R"E"�"` FLARED END -SECTION FOR 1211-60" CONCRETE PIPE CULVERTS 302 V"HA DEIMTMKNT or TRANSPORTATON 02.01 CG-8 NOTES 1. THS DEN MAY BE PRECAST a CAST N RARE. 2, CONCKII TO BE CLASS A3 F CAST IN RACE, 4000 PSI If PRECAST, ]. COUDRA71W CURB 4 GOITER HAVM: A RADIUS O 300 FEET a LESS (ALCNG FACC O CURB) SHALL K PAO FOR AS RACIAL COVBHA7tCN CURB. & CuT rER. A.Fa USE WITH STABIL12C0 OPEN-GRD DRAINAGE L, THE ROTTCM O TADEHE CURB AN0 GUTTERAVERBE CaSI.XTEO PARALLEL TO THE A SUBBASE COURTS AND 10 THE DEPTH OF THEPAKLIENT. 5. THIS CURB MAY BE USED WHEN DESCAN SPEED a 40 MPH OR LESS 2., R ON RURAL DEVELOPED AND 45 MPH OR LESS N L HIC WA A D1 a SUMMPH O N1 AREAS. i 1HESE DESISN SPEEDS ARE --T EXCEE°CO STADAC, CG•7 S REOURED. D 6' rr r-r aao � D�� b I =-=- 1 b b 7N. 5 AREA MAY BE CO1 C iE I TK MnON CE 7RACTCR THE BOTTOM O THE CUB AND GUTTER HAr BE CONSTRUCTED PARALLEL TO THE SLOPE Or SUBBASE CLNAWSES PROVIDED A WICAN DEPTH of 7. 6 UN,TAIEO. �` COMBINATION 6" CURB & GUTTER A5 42 VRApLA DEPARTMENT O IPANSPCRTATON 0 0 0 O 0 O 000 00 0 O 0000000000 00 00 00 t0000000 O0 O o000000 o Oq 000 000 000 0 q®g0000000 00 ®®�900p0 p0000 I q q O 0 1-1 00 Isometric \ 1/4" BDPE plate t dii e bolted to E!f-1 ver / r ' ' " oD HDPE structural plastic i - °o0 grating and 1/4" plate 12" Din. PVC I , 00000000 1 (3" x 1" max. openingq)) I o 0 0 0 o manufactured by Plastic 00000 I o°0°0°000000 Solutions Inc. 540-722-4894 0000000 712.40 I D o000000000000 - o000000 VDOT std. EW-1 cone. apron gDPS structural plaetio (8H thick) grating and 1/4" plate Section / a 1" max. opening) manufactured by PIaeUUc Solutions inc. 540-722-4694 a> 0 0 000 0 o01 % �� 00°0 I c` I _ \ �0 o 1 0000 0° �Oo o I VDOT eta. Elf-1 r ob0 oC + 0 I D I Single Orifice 0.25" Dia. Elevation Invert=712.50 PLASTIC 240 McGhee Road DEBRIS PLATE & CAGE WinBox P.OBMP SOLUTIONS Win sox 4VAL VA 22804 INC. 540-722-4894 WWW.plealic-801uLI0n.C•OM A wioar■i■ ■Br. ✓iiifrf r._. imm- Y. ////r_r■ /// t___■ rrrr riirtr_rr■■ /iilrrrr■ 3�r_rrr_, O" Gi E; I OF HALF PLAN VIEW rrr_■ -. r__r■ ajr;yr__FW - Irrr immm iiNOW m a iira•�nr___4r /arc/ir___r - ®7ieslrm • L QUANTITIES SHOWN ARE FOR MAIMCLE W T THE T SPLACED RHWLH (MUST AMOUNT p Br APES BUST AN DEDUCTED TO GerAN rRlrt ouMTtTrts. T OF 21 w USED IN 2. ABASE THICKNESS AS T MIRE . COhEVtNG CONCRETE W S 3, INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. C MATERIALS MAY DE GRICK CONCRETE OR APPROVED CONCRET E MANHOLE BLOCH. S.IF eLoocs ARE USED THE UMM THLKNESS ff SAYE Ts IO eE S'. OiKR T1YGt/E55E1 ARE TO CONFOr TO WALL Tw-10ESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN snECFEO av PI.Avs THE INVERT IS TO BE SHAPED XN ACCORDANCE WITH STANDARD IS-1. YPEGKArOI MANHOLE FOR 12" - 48" PIPE CULVERTS EEIIDt x VRGMA DEPMT6EN1 OF TRANSPORTATION 302 TABLE OF QUANHTES DEPTH BRICK MA44CLE COHIdEtE MANHOLE _ BRIO( T CONCRETE CONCRETE. FEET iHDOSMbS CU. r bSCU. YARDS 4 0.783 1.437 5 0,7 0.785 1.89• 6 OR 0.785 Iml 7 1.0 0.785 2.223 a t2 0.785 21485 D 1.1 Q.M 2.747 10 1.6 0.765 31009 u L9&910 3.455 12 2.2 0,970 3,817 t3 2.5 0.970 4.279 14 2.8 0,270 4.541 t5 J.1 0.970 4 3 16 3.4 17 4.0 1.17 INCREMENT 0.45 OI 1 %N SECTION CAST (PON ­tH­VN SECTION STEEL NOTES LV to be 2•-7' L 2y:" • 2yi • I/" R)'-4" log 1. DEPTH OF WaET lH) 70 BESMOwN ON PLM15, FOR DEPTH GREATER THAN 10' USE SIArAPD . coit .dh ea 1.31/i. m B B 2. THE "N' DIMENSION SHOWN ON THE STANDARDS A A 1 i AND SPEOFED ON TIE PLANS WILL BE MEASURED FROM TK INVERT Of INC OUTTKL 1 1 Ri_ • CAST GKV. -_}' PPE TO THE TOP OF THE STRUCTURE. P NI 'N' TKgHS AP AWAO%NATE r n >ILI- J NON STEEL One Melded )onU FOR ESTIMATING PURPOSES AND THE ACTUAL Oplrond 66 ± I 3 Ae. 43.6 Ia,. DIMENSIONS SHALL BE DErCRMNED BY THE Co 4TRACIOR FROM FIELD CONDITIONS. &o<a RIDE iacAN,fry I1tluoV19 WIld aX 3. WHEN SPECIFIED OI THE PLAINS TK RryEPT IS - IV9e oI"Mc1arT cOmMct.6 TO BE SIAPED N ACCORDANCE WITH STANDARD to Coln IS THE COST OF FWMSIAW AND PLACING ALL ' MATERIALS IN NTAL TO IK SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. gI/)" 7.. 7/i.•LAJ %i•. 4" 4. INEVHNUER THE INVERT OF Ti,ALEI 2., S SA.'s STRUCTURE THE INVERT OF THE STRUCTURE 4 - •• COrIrH Cf Ore " SHALL BE AR 0 MATH NT MORTAR T ° S1�C 3N" - 1'�� 12- 0'/i PREVENT OR POq•C Or WATER N THE THECOST OF FURNISHING PLAN ,W.ta Re"1oYeel h�L.`7 I 1 1 ` STRUCTURE. AND PLACING ALL MA RIALS MODENTAL TO N TIC @D PRICE FOR iKS PE. SECTION B-B 5. STEPS MC 10 BE WHEN H IS 4'-0" L„r-�•.I OR GREATER. FOR DETS SEE SIOAM ST I, KAN DIMENSIONS FOR COLLAR DETAIL 6. INS ITEM MAY BE PRECAST OR CART -IN -PLACE, CAST NON ONLY _Y 7. r 4 X 8" SMOOTH DOWELS AT APPROXWAIELY it_ C-C TO BE TMACEO N ALL AREAS ADJACENT 4•.2.• D TO ABETTING CONCRETE TO PREVENT 'X4" �f I�T��2'-7•• W drpAl Cloth II 7'•fi- SETTLEMENT. N LIEU NOTCH MAY BE SEC STANDARD MII •O'e '0 J' Diameter .Rep hde Sty Hole 6 ,•,, .€ Y.]- N FOR ALTERNATE DESIGN. 9. 3" dAAETER WEEP IIOLE 'MIN 1T%12" PLASTIC HARDWARE UOI, '/" MESH OR GALVANIZED Vito ^1n D cob -�4^ d<oN Agar. C QO���p�Q�Q���O nII nII C STEEL WINE,MhWL.M WARE DIAMETER 0.03". "LOWR 4 MESH HARDWIRE CLOTH ANCHORED _ R6aa78 a 6" vd(h D { FIRMLY TO THE OUTSIDE OF TIC STRUCTURE. T 1 O. CAS N CONCRETE K BE CLASS A3 iV J1Cn >7"•Ig"-ra" a 24" .L Q���������QQljo UU J iO I). PR E agoo Psi. PRECAST CONCRETE K t0 BE N IZY&& �Tj' lfl' BRIER IIj{ IIj' ��t+1+���u��I1�(+� 10. MY ALTERNATE AC79005 OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER +- � MAY LUGS MEALS SSNOIWN°NEREONTED °.R THIS CAST SON SECTION A-AQTFFFFFfffFffP --{2 I I� CONCRETE QUANTITIES FOR MIN. DEPTH -2C4_ _4Wi• t7' Cornet. Pipe • 1.440 CU, Yd.. Corel.t. f5" cono.te Pipe 1 520 CP. Y0, Cane,NE SECTION C-C SECTION D-O 15' convete Pipe - 1.620 CV. Vd., ConcrIt. 2 - 1-It. Pipe - 1.817 CH. Ydi. C-t. Add BARB Cu. Yd . er b GRATE DETAIL5 ed8tlond fool of depin. APPROXIMATE WEIGHT Cost VM note 30 : IB KS IRC`CA110M STANDARD DROP INLET A7faNa 12" - 24'' PIPE: MAXIMUM DEPTH (H) 10' 233 34.Ot VRGNIA DEPARTMENT Of TRANSPORTATION 302 - DETENTION POND - Pond EMERGENCY OVERFLOW ELEV - A 717.10 TOP OF EMBANKMENT - B 718.30 RIP RAP VOLUME CL Al(C.Y.) - C 27 DISCHARGE PIPE DIAMETER (IN) - D 12 DISCHARGE PIPE INV. OUT - E 711 DISCHARGE PIPE LENGTH (FT) - F 38 DISCHARGE PIPE SLOPE (%) G 3.70% DISCHARGE PIPE INV. IN - H 712.4 DISCHARGE PIPE TYPE H2 PVC OUTLET STRUCTURE TYPE - IEW - 1 mod OUTLET STRUCTURE TOP - J 714.00 OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K 9.3 OUTLET STRUCTURE ORIFICE INVERT - L 712.50 TWO YEAR STORM ELEV - M 715.46 TEN YEAR STORM ELEV - N 717.07 100 YEAR STORM ELEV - 0 717.30 CLAY CORE TOP - P 716.00 ANTI -SEEP COLLAR DIMENSION (IN) - Q 2@ 60" EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 60 T/10 ARC C//O AAIVI/GAIT � p! E%PANSION 1 ! y, iiiiiiiiNazi urrrKrrrraurrrrrrrrrrrrrrrrrrr rW ' G7 r�'NaNrrrrrrrrNrra•rrrrra.rr��rrr_rrrl �i•+arm.a..••AI�a.�a.^a.��4•^a•a•�a•IX� � �•1� /��l..�WAAwLayrrr■MaA _ _ __ _ rrj>•_ ■� �Er7Y SECTION A -A tr-A (- KEYED CST. JOINT L•VAPoAAE • MAX. 20' r� .a �B tr 3 2- CU R IRS A GUTTER I AN I,-' a I ah, Y m _ g __-__ _.. 9ARS IF BARS E LB d OARS E aJ- OKEIER ry BARS 8 _���' WEEP MOLE FRONT ELEVATION OARS F r ///_ _A (GUTTER REMOVEOH I I 310/4 BENT q-T E SECTION B-B " R TYPE A NOSE DETAIL 94ALL BE USED WITH 04•3 • CG•7 STANDARDS. '� L1Y} /. I!/i` TYPET TH STANDARDS. GKV YEp a DOSE DETAIL SHALL ff tKEO WI CG•1 S ARDi TYPE A TYPE 8 yj z 4• STIR SHEAR CONNECTOR MELDED T T V A FOR T A TO RENT OI III ANGLE a fi8•JO' 0 IN(Lf IRNN A ?C-C. GALVANIZED PLATE E WELOFCT005 EANDNT K TO 8E TTCC.ED MTN yz• x 4^ SitA SEAR NOSE DETAILS W'ELOEA TO BENT PLATE AT 2'CL. PAVEMENT p•3A L d-JB L p-JC L WARPED PAVEMENT -N4 Ft_ - y1 MEOW I I NFISDR •E-r. --I �J •.L-J �J DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SEEET t O1 2 STANDARD CURB DROP INLET � °" 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 VrfONA DEPARTMENT OF TRANSPORTATION 302 - - S - X L7 n HM1, 1 z-+E6 1 , .. I SHAPE TO SE UCVFI.EO �__A HWITH MORTAR ---'-_LOWU ._ _. )� ._.-._._._._,_._._ _ 00 NO7 BEVtL INVERT-+� -'M�1 ---_-- ' L -� J_1 I---O__..{ NOTES L "H" MAY LIE REDUCED UNrIL "X" REACHES A MB47•aW OF 4" WHERE ENDWALL a, REVEL F.DGf. IS REO:RFD ON THE HEADWALL AT ThE INLET LND OF THE WOULD PROTRAAE ABOVE SHOULDER LINE. N 40 CASE SHALL TOP OF EADwALL CLVERT IWHERF THE FLOW ENTERS THE CU,VERTI. PROJECT ABOVE FILL SLOPE. 0Rp1 SLOPE. OR SHOULDER. 7. HEADWALL AT THE CUTLET END Gr TIC CULVERT MAY BE EIIIER SNARE 2. TN IS ITEM MAY BE PRECAST Cr? CA57 N PLACE. EDGE CR REVEL EOCF 3. ALL CAST N PLACE CO1CRCiC 10 OC C_/LSS AJ. FCR PRECAST SEE SKEi 6. ON SHALLOW :LLS WHERERDWkt1 MC 1.OR L[$5 BELOW SHO:A DER LINE FFE TOP (1< THE EAOWA_I SHALL BE MN51 TED PARALLEL TC 1N K7L02. (xtAhF a TNF ROAD. 4. THIS STA40ARD TO K USED WITN STRAIGHT CROSSINGS END ALL SKEIN'S to -To 45'I. 9. }'4" CHAMFER MAY BE PROVIDED 0 ALL EDGES AT MANJFACItMER5 OPTIC 5. HEADWALL 10 BE BEVELED 1.4 ALL ARFAS EXIT WHF'I E A CONFLICT WITH INVERT OR WNCWALLS OCCW. EW-T _ EWV ENDWALL FOUR 1 LAR PIPE DIAMETER IO: PPE CLA.VERr 72" LS• w)' 211a 24' 7t' OR 30' 33• a 36' A or6" 0'-a' 9 D C 8 O'•Ir, 1'•1- 1'-3.. T•B" 21-9" 2'•0" C 1••4• t•T• r_9• 7•2" Y-6" 21.91. D r•0' 1 1-3- T-8" Y•0- 3'-t' 3•a' F C'-6• O-6' C' "a" 01•9- a9 -'• C. .3" O o•f/4[0,:Y 'T,O'•2ya" D'•r1i' W-31Y, b a-r• eN.- tY-IN:, 0._2,. o-zyi• 0.-3.. CU@C YARDS IT CONCRETE COAL. P,PE 0.241 O.4B2 O.r197 1.31Y 7..(167 2,9.T GK PPE 0.257 0.521 0.a39 1..19e 7.19E 3.145 ^ ENDWALL FOR ELLIPTICAL PIPE SIZE O CLLPtK:k PIPE CULVERT (BRAN . RISE) 23"A14" 30'.10" 34-.22- 4S-.24" A2'.27' 45",29" 49". 2" 53•,34" A 0-8 01-9" C•-,0.' 0.11" 3-1r' I'-n • r.o" P.o. 8 •.-2"-- Y-5, r-0' 1._6., r-9' I•-D'• 1'-111, i•.If•..- C 11-81• I.-ir 2'-T' 214" T-5" 2•-7- 21-W D 1•-2• Y-7" 1.,1D- 2'-01' 2'-1'• 2'•S' -V-B' 2•. D" a-e p•r 1 W-11 D•9• 0.9 b-BA H 2''C" 3•-Y' 3'-7- 3'-9' 4'•0' 4••2' ".6.' Y-T• L _51-5• 9•-r 10.2" K)'•If 1T-'." 12^11^ S P.II• 1'-6. 2'-10" 3'•2" 1'•8' 3'•B' 4+1- 4'-5" a 0'-2yi. 7.31411 01.3y,- 0,-4.. O.4yf' 0'•4�• n.,y,A D'-6'/z" b 0•.2,. 0'-21/i' 0'-2V;• 0'-3" o•-3%i D.•3i:„ 0,_4•' 0'4'/i' CUP'YARDS Of C04CRETE cONC.PtFE 0.602 0.855 1,2!6 I,500 1 Lfiti 210I 4.512 2801- �c7E+cE' STANDARD ENDWALL FOR PIPE CULVERTS 05 12"-36" CIRCULAR AND 23"0411-33"x34" ELLIPTICAL PIPES VIR704LA DEPMTSENr OF TRANSPORTATION i 1' DETENTION POND OUTLET DETAIL not to scale _AR WATER SURFACE _ (0) 10 YEAR WATER SURFACE ELEV. _ (N) 2 YEAR WATER SURFACE ELEV. _ (M) TABLE OF QUANTITIES KZIN im=�o 7ttS � I�s��ls�ssa■��ooeo�dia�Misa =� WM92aENEU o��ix•T•�©�m�n©�t�r���>6�o�►o�ata�ssaa`t� e EasaQ��r�r��nrm:ai»oi�;iol���osrlss� msiF'11i IMM" - ag�E�rli©®Otr3i0�Osa�ils� ®rRl mrinxm all�iil7E)�3i�I�IiE��fiO�iie'i' orr= ©ffir-IMMIN 01110®o 013010=11" o�alsi i9Ef{EiEl<'Sf O�®t�S�E7®O®OGa1l7©� OrIISilR�1• ri. Ex�c�ao��irair�ar��aol�©sa.�rll� 1111IMMIKIIIIII�C]E1®err®■E)•�OSiOid�©ta1i� sya�al•*�s�xromas�o�:am><'�rr�a�©� ��rsi�i�sasa�a �r76r�IFi1•C7■E$ii �i�fi7E��16iE)•�m� 1i��f3i©i�7ie' ilrramopffffil r�r�lEa�an�■inr�.��I�E�o®oiis'ro��ra'�iss i gtEi tE'iC] 6SMS7r�mr�L^aNFINI irET�r>•Ir�lnnMS�i�Ma�tFF7 NOTES 1, DEPTH OF MET NH TO BE SHOWN IN PINK. 7. r 4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY 13E EMTIIEH, N WHICH CASE 12-C-C TO RE PLACED Me ALL AREAS ADJACENT THE EXPA4'JON JOINTS AWLL APPLY ONLY TO 2. THE '1r DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTT ALL TO ABETTING CONCRETE TO PREVENT SETTLEMENT. CURB ANDd/TTER, B. CONCRETE OWNIITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. a. 3- DIAMETER WEEP HOLE TO BE LOCATED TO 04) Of 5' r WITHOUT EWES. TIE AM"r /N N MK ARo THE OE. Y FOIL ESTIMATING NIN THEACTUAL P iH OR SUBBASE MATERIAL. WIFE 110LE M ID"EXGA PLASTIC HARD CLOTH % • ME$N OHSPLKEO BY PPES MUST K DEDUCTEO TO DBTML TRITE FOR INLETS OF C•.QNSAOMS SHALL BE DETFANWICO BY THE L BE DETERMINED OR GALVANIZED STEEL WINE, r/SMY WRE DEPTHS DEFERENT pEPTXS /DO UR yBifl/CT 0.32 P O CONTRACTOR I" FIELD CONDITIONS. Rw 11WE11 O.Or' IAA6ER 4 MESH HIHCOMM, CLOTH AKHgREO fPoEY in HE O1T CUBIC YARDS OF CONCRETE roA EACH FOOT OF DEPTH. 1 YOHCN SPECIFIED ON THE PLANS THE NVERT IS 7 T N R N ST O BE SHAPED ACCO DNKE W ANOARO O< THE STRUCTURE. i IRON AS SHOW" SHEET 1 17. LENGTH OF NrZE 5NN0 ON 7 PI IS•1. THE COS 6 FL/N'bSH■1G RFD I/7MG REINFORCING STEEL SMALL HAVE A W. 1E 9 URGINGS LL T +16' i s.D ./FT.. OF 2 6 O BE L A lB5 CR1K T T T B MATERIALS INCIDENTAL I K yTit S is F INCLINED N iK eE PRICE FOR rK STWJc1IRE. COVER CO CR 2•. to t DENOTES LENGTH a ONE to BAR. T 7 INVERT T OUTFKL N K CVEM K NVE d< THE T TO ff CUT CLEAR OF V. ALL PEENINGS NG STEEL Y •. ALL 01'ENWNNGS 8 2 KdtCANC 70 ff 05. 19. ALL RE 8AR5 T TT T POE K HIGHER NM 111E BOTTOM a K SiIl1C1LRE1 T�K INVENT THE it RICE CONCRETE IS TO ff CLASS At Et 6 N 4'•O- MEpM eAclt of 20 WHEN IS USED L40RICTIT 5NAL ff YIAPED WITH CE/ENT MONTM 70 E (J000 p50. PRECAST CONCRETE K TO RE QOGO INLET" 5 TO RE SNARED TO CONfORAI TO PREVENT STAND" OR POIDNG O' WATER 40D0 psi. PROPOSED LIRE. INTHESTRIX:TIRE. TK W$1 a FURNISHING T T ND PLACING ALL B(`BNCS IECD14 H 0 SH TO LCED N THE BD THE AP'ryC K BE THEE T N EVERY CASE, to LENGTH ff SLID LLI WILL. [ G .ff LE SAID On SHOWN PLANS PRICE FOR THE STRUCTURE. t3. F MEET IS CON9fRUCTEO N MEDIAN CURB OR S. ORFPS APE TO ff PROVOW WIEM H 5 4'•0" ,x7 f7E ATER. FOH OETALS SEC SIMIll ST•I, WITH NTEGRK ClI GUTTER 15 TO BE OMTTED (SEE OCTAL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS 41 ACCORDANCE WITH THE DETALS SHOW/1 ON STANDARD DRAWING O-Mg. Stoat 2 of 2 M STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 302 VRaNA DEPARIMEW Of TRANSPORTATION 104.10 d•2A28,IG MING OR PROPOSED SIDEWALK. SEE NOTE 15 9 11' L '/1�"X2yz"X'/•" I-►E EXPANSION JOINT BACK OF SIDEWALK E1tPN45NOf1 JDF1t.--) ' CALV. UCSX12 3-o h iv `! IBC iI1►10 1ir I �� 11 BARS a $0, -c D D1■ BNYts B V WELDED -N a to" C-Cme TYPCK e BS C-C 2 BARS A 2 7- CRACKCONTROL l 1 r to' C-C E �c D SECTION B 8 COLLAR 6. WIN. 3,,8,. . ,-7• u'MAX I-- PLAN VIEW ION r•4 2•o iv I- -A BARS A- - L 2N/=7I2y1"7(I/i' L •VMUREE-., 20 I GKV. EP v 4 f OARS A . '• CVA42E0 LAC a X 12 ° 4 [ SECTION D-D {r r' - !TC C BEtORf Y r 1 B 8 2• BARS 8-1 CJkV. 31• DIAMETER eARS E • a- C- DAILY. WELD ALL WEEP HOL[. YC6%12 /„ % y. SEE NOTE a C AR UO SHE SECTION C-C CONNECTOR ADECREASE TO T' 10 COL MR. FRONT ELEVATION WKN MEET LS USED SECTION E-E d 2A WITH MEDIANS- 01-28 WARPED GUTTER N_.J•- L 1 APPROACH GUTTER i 1 R61 i 7„ t A I L --J 0 I t 1 1 z 1 1 Ldw ^ L wEEPNOLE. 1/• k!�j x� xv4A' r -6 BURS A•I SCE NOTE OARS A $ eAR$ - BARS e t FOR tt3E ON GRADES C-C")(4" STUD ' L ; a W e• C•C 1 �4 KIL TD MLGI. c OARs p 2 f ; i N NON ID :1. C. TYPE A TYPE B I 1 •SEE NOTE 'S NOSE DETAILS �N.OM i ; ir_ •• TYPE A NOSE BETA, SMALL BE USED WITH CG•7 STANDARD- STEPS.l. TYPE B AROSE DETAIL SMALL K USED 9METN CC-6 STAOAD. OF 54• AAN°DT'LL t0FOR E TYANIC BRED WAN y! x1STUD SAE TOR USE N SACS SECTION A -A yEAp COI+E". To wELDFo r0 DRAT PETITE AT 2•C-G. BOTH SAGES TO DE SYMW7RACk Pon STEP DETAILS SEE STD. St-L SHEET 1 Or 2 SPECr3CA1DN STANDARD CURB DROP INLET REFERENCE 121, - 24" PIPE: MAXIMUM DEPTH (H) 9' 233 gI.OJ VRGNA DEPARTMENT OF TRANSPORTATION 302 IV1DE CAGE AND ORIFICE PLATE ON VDOT EW-1 mod DETAIL) 4ARGE PIPE INVERT IN = (H) )ANKMENT TO BE PLACED AND COMPACTED 3" LIFTS. NO TOPSOIL, ORGANICS, OR STONES ATER THAN 6" DIAMETER SHALL BE USED. TRiAL SHALL BE COMPACTED TO 959' OF ((MUM DENSITY AT PLUS OR MINUS 2% •IMUM MOISTURE. Y CORE TO EXTEND 5 FEET BEYOND ENDS EMBANKMENT, AND 2 FEET BELOW EXIS77NG DE. THE TOP OF THE CORE SHALL BE AT V. _ (P) . DEPTH OF CORE NCH IS GENERAL, ACTUAL REQUIRED DEPTH )ULD BE DETERMINED BY SOILS SPECIALIST THE TIME OF CONSTRUCTION. MAXIMUM SIDE PE iS is 1. 1Y CORE MATERIAL SHALL MEET THE FOLLOWING: FIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PARTICAL SIZE: 959 PASSING 1/2" SIEVE, 3 ]'Af ]I IN -,]t'•l. 7 MIN•.. • I!1�IIc � j2 T • SEE (Q) #5 Bar E.F. 9 3000 psi Concrete collar 12" thick Concrete Cradle Roughen surface to ensure bond to anti -seep collar SEE (0) ANTI -SEEP COLLAR DETAIL not to scale see (Q) • Q rN']EC4QQr V m n •o .p I Z w ai C:a0 W a U- FI� W 0) A� W C C OVA Ic Irl T*~1 V i ate.' r/ A \R IN Iq J Y O O 0 -I �d WOW U Lij M O 0 a C) Li1 Li a c U ` 00 r� V W � �V 4 O �1 `Iem-,- J Q) _1 QZ 0 LZ SCALE: NIA _ DRAWN BY: J. D. S. PROJECT NO. DATE 4-29-OJ SHEET 5 of 5 CONSTRUCTION NOTES. GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, 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 respponsibilit . 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 Contractor's responsibility. 7. Cutsheets shall 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. CITY OF WINCHESTER 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. 1 a. Contractor shall provide the Public Utilities Dept. 24 hour notice prior to tapping existing water mains. lb. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and provide assistance as necessary. 1 c. Should maintenance of water or sewer lines withing existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. 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 6" 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 I. 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 aria addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohi'iited within 20" of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK CIOUNTY SANITATION AUTHORITY 1. Water andl sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet oil requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by 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 plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the 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 buildings 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 the 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 Fines. 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 tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of t1his work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2 years from dote of approval. 8. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 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 right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers 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 fesidency 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. VDOT 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. W. 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 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 V.D.O.T. Engineer/Inspector. y .- .� : t w �_ �- e� ► �.� a 1 a : �I . � .7m� VicinityMap Scale 1 "= 2000' JAN UAR U U REVISEO PER ENGINEERING 01126101 ailbert w, -,, diffowd 1� - ; ` 01dGreenwich Dr. Fredericksburg, g. ; 4° 0I s • - .0 F i3O 898-2115 APPROVEDEINAL SITE PLAN SSOClat�B, 1 a.riC. 5� T INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 SEWER & WATER PROFILES 5 STORM SEWER f �; TILES 6 STORM SEWER t `='I: ES - 7 MISCELLANEOUS DETAILS Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 P.O.0 Gene Fisher (540) 665-4527 OWNER'S CERTIFICATE I hereby certify that the property contained in this Subdivlson is with free consent and in accordance with the desires of the undersigned owners, proprietors or truste-esr /g Date Approved by Frederick County Zoning Administrator _23_a I Site Plan Approval Valid for 5 Years From Date Shown Hence Date Prq's..ct Numbvnrl She ­,,/,et Numbter 1- 0� 7 t MAY 18 2001 DEPT Or PLANNINGIDEVELOPMENT PROJECT SUMMARY -STADIUM PHASE TAX IDENTIFICATION NUMBER 64-A-110 TOTAL PARCEL AREA 18.43 ACRES ZONING HE ADDRESS 1460 UNIVERSITY DRIVE CURRENT USE VACANT PROPOSED USE STADIUM EXISTING LOT AREA 18.43 ACRES DEVELOPED LOT AREA 10 ACRES SETBACK REQUIRED PROVIDED FRONT 35' 51' SIDE 15' 102' REAR 25' 110' BUILDING HEIGHT 45' (MAX.) 12' FLOOR AREA 2002 SEAT STADIUM DEVELOPED LOT AREA 9.9 ACRES (PHASE 1) LOT AREA DISTURBED 10 ACRES PARKING REQUIRE PROVIDED STADIUM (2002 SEATS) (1 SPACE/4 SEATS) 501 STUDENTS (2300 STUDENTS) (1 /4 STUDENTS) 575 G U TOTAL 1076 1160 PARKING SPACES PROVIDED ON CAMPUS HANDICAP SPACES 23 38 LOADING SPACES 1 1 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al 17.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 60'. MAX. SIGN AREA= 100 S.F. 10. TENTS ABOVE 900 S.F. AREA REQUIRE A BUILDING PERMIT. PLANTING SCHEDULE SYMBOL COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY PIN OAK 2' CAL. 0 6" HIGH AS SHOWN 8 ° RED MAPLE 2' CAL. 0 6' HIGH AS SHOWN 8 ( LEYLAND CYPRESS 4' MIN. HEIGHT 8 FT. O.C. 29 WHITE PINE 4' MIN. HEIGHT 5 FT. O.C. 78 Parking: During football games, which occur on Saturday evenings, the only required parking is that for the student body and the stadium. The parking calculation indicates adequate parking exists on the campus to support the student and stadium needs. Shuttles will be provided for handicapped persons. Temporary loading and a few handicapped spaces will be provided at the site. A dedicated parking facility will be provided with the next developed phase. PARKING LANDSCAPING PARKING LOT PERIMETER 598 FT. PERIMETER TREES REQUIRED 15 (@1 /40 FT.) INTERIOR TREES REQUIRED 1 TOTAL TREES REQUIRED 16 TOTAL TREES PROVIDED • 16 PARKING LOT LANDSCAPING REQ'D. • • .. 1,595 SO. FT. @ 5% PARKIN T LANDSCAPING PROVIDED FT G LOT LANDSC G 0 DED 3,525 SQ. Structure shall comply with Virginia Uniform Statewide Building Code and Sections 303, Use Group A, Assembly and Use Group U, Utility of the BOCA National Building Code/1996. Other code that applies is CABO A117.1-92 Usable and Accessable Buildings and Facilities. A separate permit issued by the Lord Fairfax Environmental Health District office will be required for temporary restroom and concession facilities. All maintenance and game equipment to be stored at the existing facilities on the main Campus. This plan conforms to the requirments of Master Development Plan 01-91, revised 01-00. All Phase One improvements are shown. Future development of accessory structures or new facilities on the remaining 8.4 acres will require a separate site plan application. Irrigation source to be Abrams Creek. Separate withdraw permit required. No dumpster will be required with this development. All trash will be removed by maintenance personnel. 6' 30' SIDEWALK LIGHTING LEGEND STADIUM LIGHTING TO BE ON 80' & 55' HIGH POLES. LIGHT FIXTURES WILL BE FURNISHED WITH CUT OFF FIXTURES TO PREVENT SPILLAGE OFF -SITE. 200W HPS ON 30 FT. POLES. LIGHT WILL BE FURNISHED WITH CUT-OFF FIXTURES TO PREVENT SPILLAGE OFF -SITE. VDOT CG-6 WITH REV. GUTTER SLOPE EX. GRADE -- -- - - - - - - / VDOT CG-6 5' CONCRETE SIDEWALK 12' WITH 2' STONE BASE 4' BM 25.0 j 8' 21B-- _12- ACCESS ROAD SECTION_ STA. 17+50 TO 21+40 6' SIDEWALK \ VDOT CG-6 WITH REV. GUTTER SLOPE PROVIDE 3' GAP FOR _�i�✓�� FUTURE PAVEMENT j BITUMINOUS PRIME AND DOUBLE -SEAL SURFACE 5' CONCRETE SIDEWALK WITH 2' STONE BASE 12• _ 8' 21B ---/ TEMPORARY LOADING AREA 2' `! 7{37.EU ,A l�Cj��� EXIST SEINER MH & PROP.INVA=633.98 �11��t. p�g�� PROPOSED 20 / I 0 SEWER ESMT. ALL LANDSCAPING SHOWN MUST BE INSTALLED AT LEAST 5' OFF OF EXISTING 12" WATER MAIN. I 1p", �1C� PEDESTRIAN CROSSING X 24 v�j 4�AC AHEAD" SIGNAGE INV. OUT=640.00 THRU WINGWALL - �Cj� EC- I REQUIRED Iz• �22 C.Y. OF CLASS 1 RIPRAP WHITE PINES -I-I 4' MIN. HEIGHT 6.5' SEPARATION TO EX. pC AT PLANTING WATER MAIN END ACCESS ROAD CONSTRUCTION �n Ez. Woter RIM=642.00 "CAUTION PEDESTRIAN CROSSING" INV.IN=634.73 G SIGNAGE 5' 5' 5' 5' 5' 5' 5' � O � Ol IN W. OU T= 634.53 (TYP. OF TWO) wn PROVIDE WATERTIGHT FRAME &COVER �01Ti �' < PROVIDE CROSSWALK STRIPE o 77'-8" DIP @ 0.50% S � � FF PROVIDE CC- 12 (TYP. OF Tw0) TREE PLANTING DETAIL _--_- - _. �j SEE STREAM CROSSIN Q,Cp 0 DETAIL OIN SHEET 4 RIM=654.0 '� �� 20 �• pp �g�`�0,0 1� 66 \ \ �t�• ' THROAT=20 FT. �' END 4" IRRIGATION LINE \ vA (PVC SCH-40) \ INV.=646.50 �S� MH 4" PVC SCH 40 A \\ \ RIM L648.50 N/F EMBRIDGE HEIGHTS i L INV.IN=637.00 \ STR 10.1 cso\ < ` `'\ INVOUT=635.12 ZONED: RP SINGLE ROW, LEYLANO CYPRESS L �E. RESIDENTIAL pVPSj�C 6 FT. SIDEWALK �9Q \\ 8 FT. ON CENTER, 29 REQUIRED 4' MIN. PLANTING HEIGHT S COO � �229 PARCEL A � � \ STR D1-3B) p ?_ -� S 2 .50 S56 38'11 nE \\ / oc, STR 10.0 THROAT 20 8 0752 �4 CRES 80 THROAT=20 FT. \ � 13.61 , N22'14'34"E 22.06' N20 27'27"E 25.70' ' N V, 0.0 1 A5 b w \ z� o ROPOSEO 05 S. F. SCOREBOARD 36 FT. HIGH z z SIGNAGE ON BACK OF SCORE BOARD CANNOT _ EX ED 209. OF TOTAL MH 3 y RIM=668.75 X x x x X y� INV.IN=660.95 C3 30" RCP � INV.OUT=660.75 12" PLASTIC 12.0 15 STR .0 TR 16.0_ 0. --- --� \ \ - 263'-8" PVC c� 4.66� STR ---- --� -- - -- - 4- P4 4 S �- - STR 3.0 DI - 3 B) \ TR 13.0 , � 14.0 ---- FL - J ---- "_' \ RIM=676.30 THROAT=20' \ \ STR 3.1 'D1-3B) ° \ RIM=677.50 xl cQ �� THROAT=10' ow zi END ASPHALT STR 3.0A (ES-1) o0 INV. IN=67).40 - ARE I Q STD. CG-6 MH 4 Zu in Lr, �� �$ \ o� RIM=68i'73 40 Q t P BEGIN REV. \ vI N V. I N- 6 E GA1�-LL GUTTER' \ ` V.OUT=673.20 1 37'-8" PVC CG- 6 REV. v� GUTTER �\ 1-12"xg" "'�j TAPPIN LEEV � 20.0 � 21.0 - ?2.0 23.0 STR 24.0 ��`� AND VALVE CpJ o N x ��STi TR �T TR STR - - -� ° MH PCA� t� \\ 6 T S-fit� ? --PL AS-T+i q Chi _ 6 g4.10 S 30.0 l J ' ���QJ20, WATER �� �F INV. OUT=676.10 + S I ESMT. REQ D. �L '/�\ INV• IN=67 M�TAL BLEACHE 4" SDR35 sn 2q \PLUG WATERTIGHT 1 2002 SEATS 20 FT. PRESS B X i2' HIGH (MAX.) PROVA WATERTIGHT PLUG ��� �8�� .$ �\ \ EXIST. 20' \ EASEMENT \ ( (12 HIG) 2" FIRE LANE\ \ �5 30 FT.-6" SDR35 ® 1q METER •- PER SPECS + PLASTID - 1 ` PLASTIC TRPROVIDE WATERTIGHT PLUG CG-t2 AGE \ \\ 12" _ S._ ,.Q \ ` "CAUTION PEDESTRIAN 7 \ \ TR 31.0 GpfE �� SET PARKIN(` WALK DEW?LP �\ \ � ,\ � \\ GA'f� CROSSING SIGNAGE x � % X x �� 72 5' \ R ,o � wo,.F. ELECTRICAL 1'4727" ElE �R _�'' , \ ` \ EQU►f fENT SHED , / Nn FT. ROAD (PRIME & D BLE-SEAL) 50 TR 40.0 \ \ \ BUILDING HEIGHT=10� `! ` S o�yG \ \ o _ WATER 1-8" G. V. &BOX \ S OX \ 10' 20 LF 8" PIPE � \ � FI+TTURE ARE -�s o FOUNTAIN \ ` RESTROO,M & C ON FACILITY -r --- -� 4 MH 5 1-8" PLUG \ 2 ST RY "8' 8' 8' 8' 8' 8'� RIM=689.00 ti \ / 8' 8 8' 8 8' 8' INV. OUT=681.00 TEMPORARY RESTROOM/ BLNG. HEI 1=2 FT. AN (CAPPED PARKING SI NAGE 2) INV. IN=681.20 CONCESSION FACILITIES 90�� oo H PIA OF 7 \-PROVIDE 7 TEMPORARY TO BE PERMITTED FOR TR 41.D \ \ ) (TYPICAL L ) HANDICAP SPACES 5 \ \ STR 32 0 c� I YEAR. SEPERATE HEALTH GRASS PRACTICE AREA DEPARTMENT PERMIT REQUIRED. �DA R�� �L B END PRIME &SEAL SURFACE \ \ STR 33.0 O. Jl �L " ACRE S F�ES EGRESS VEASEMENT SS- \' \ \ 8.4 ACRES REMAINING FOR FUTURE DEVELOPMENT NO PARKING SHALL OCCUR IN \ \ \ NON DESIGNATED AREA 20' BITUMINOUS PRIME ANI DOUBLE -SEAL SURFAC V L1V TEMP 1RARY ACCESS ROAD EX. GRADE OR,4PH/C S404ZE 50 25 o s� 5 14112101 REVISED WATER SERVICE CONNECTION TO SHOW FIELD LOCATED WATER MAIN JDS I RAM 4 04 10 01 REVISED PER CITY COMMENTS JDS RAM IN f-ET) 3 03 27 01 REVISED PER AGENCY COMMENTS _ _ _ JDS RAM 1 inch = 50 ft. '' 02 23 01 REVISED PER FIELD ADJUSTMENTS. -- ---- -- JLW RAM �j H OF 0 z - old A. Mislowsky, Jr. O CERTIFICATE NO. 0 206 4 zt ©� EGIS RED PROFESSIONAL ENGINEER 1 01 31 01 REVISED PER OWNER COMMENTS. _ _ JLW RAM NO. DATE DESCRIPTION BY CHK'D. REVISIONS PROJECT NO. gilbert w. clifford & associates, inc. Shenandoah University DATE 0>/13/01 Engineers Land Planners Surveyors Stadium SHEET 200 North Cameron St. 150-C Olde Greenwich Dr. - Winchester, Virginia 22601 Fredericksburg, Virginia 22401 Site Development Plan PHONE: (540) 667-2139 PHONE: (540) 898-2115 FAX: (540) 665-0493 FAX: (540) 898-2115 E-MAIL : gwcliff®mnsinc.com E-MAIL : clifford®1 bigred.com FREDERICK COU/V%Y OF PINV UT=640.00 THRU WINGWALL -1 REQUIRED 22 C.Y, OF CLASS 1 RIPRAP Apron Apron Riprap Culvert Length (ft) Width (ft) class �1� ;,�, !-:�' � '�,�' �,, � END S RQ CONSTRUCTION _ 10 6 7 Al 12 6 7 Al � P� \ / h `" TEMPORARY 20 9 10 Al S EDIMENT TRA "B" 30 12 13 Al 40 23 26 1 / N, � A�C�S STR 1.0 DI -3B) 50 14 16 Al / /,-% / O �;� �,� �� �1 gyp. - }� % � RIM=654.0 'fir t THROAT=20 FT. N/F ENIBRIDGE _HEI n(plastick.410ss��` Culvert Summary n(rc ) M13 � f / t � - 2 --- -�, -- �� p r�f - ` ) CE: RF��ENTIAL Culvert Inv, In Inv, Out L(f t) D(il SW Type To / 668 / 1.0 646.90 640.00 77 30 8.96 RCP StrOutfall „ j / F �-- 61 // STR 2.0 (DI-3B) / 2.0 659,40 647.10 155 30 7.94 RCP Strl,0 G 3.0 669,70 659,60 138 30 7,32 RCP Str2,0 0?•'�` �"" , �j��% �� /� , �� IP RIM=666.50 t � THROAT= 20 FT. 3.OA 672.40 669.90 77 30 3.25 RCP S r3,0 31 673,00 671.50 47 15 3.19 RCP Str3,0 l" \ / 10.0 658.80 639.00 56 12 35.36 PLASTIC Stroutfall _ - - --- - -__ x t--678 C3 30' R 0 ARY Y^ r 10.1 659.60 659,00 102 12 0.59 PLASTIC Str10,0?2 I t / TEMP P RAP I' ADO 12.0 673.50 662.50 158 12 6.96 PLASTIC StrDitch C =--. ----_- i J , , Q 1 0 Q A I I TR 15 0 11h.0 �/ SEDIMENT T 13,0 673,80 673,50 58 12 0,52 PLASTIC Str12,0 ��`�- f ;;;;, =t'- �� _ / STR 3.0 D1-3B) RIM=676.30 14.0 674,10 673,80 58 12 0,52 PLASTIC Str13,0 _: - `; ''�'� -{� \ ( IQ ST 13. I TR 14,0 6 15.0 674.40 674.10 58 12 0.52 PLASTIC Str14,0 �,� I \ \ \ THROAT=20' 9� ,- , 0 16.0 674,70 674.40 58 12 0.52 PLASTIC Strl .0- ,,:,,, �VNV � STR 3. 1 (DI 3B) 20.0 673.50 671,80 129 12 .1,32 PLASTIC StrDitch C �G ``' I 1 i \ IP RfM=677.50 � 21.0 674.10 673.50 58 12 1.03 PLASTIC Str20,0 �� P i Z I I \ THROAT 22,0 674.60 674.10 58 12 0.86 PLASTIC Str21.0 P p 23.0 675.10 674,60 58 12 0.86 PLASTIC Str22,0 r 4, 7 7 PLASTIC MEND \ ,STR 3.OA ES- 1) 2 0 6 5 50 6 510 58 12 0 69 L STIC Str23.0 EO o> 25.0 699.00 696.70 13c 12 1.74 PLASTIC Str25.10 9 G,� v RE � \ ) q I J� ..: L ��. � 25.1 696,50 693.70 85 12 3.29 PLASTIC Str31,0 , - � -i -e, 628 r ROCK FIL 30.0 674,50 672.00 73 12 3.42 PLASTIC StrDitch C / RIPRPP� . I Q I - - / b� CHECK D \ 31.0 693,50 674.70 98 12 1918 PL ASIC St300 T r 1 ` ) \ \ TYpIc A Z�• � � ., :S[9 �:� "' I � � 32.0 697,90 693.70 205 12 2.05 PLASTIC Str31,0 1► I �" I �r \� >., �\ G N I I l \ DITCH „A 33.0 698.50 698.10 62 12 0.65 PLASTIC Str32.0 SOD WITH L LOK 40,0 681,20 679,50 103 30 1,65 RCP StrDitch A TRM 435 QUAL LINING 41.0 688.50 681.70 63 24 10.79 RCP Str40,0 -�� I 22 I 2 l \ 50.0 661,00 639.00 95 24 23.16 PLASTIC StrOutf all \ I 71 678 ..0 T 0.0 ST 0 ST 2.0 �T 3.0 STR I �G' \ y� \ S WA \ �\ \ T. RE D. EXIST. 21 E4SEMEN7 Storrs Inlet Summary, and Sump Inlet Depth and Spread Calculation, O / Str. No. From Area 1)(10)cfs Inv. In Inv, Out Inv. In, To Elv, Type L 1`IC 1,� .-Rk Ti ' LO 1.0 0.59 647.10 646.90 -- 654.00 DI - 3B 20 "��° 0 \ LL. 12 `� 1 STR \f 2.0 2.0 1.05 659.60 659.40 -- 666.50 DI - 3B 20 JS� �\ �� �\ 1 T' J I 25 3.0 3.0 82.03 669,90 669.70 671.10 676,30 DI 3B 20 �� cA �� � 3,OA DITCH A 62,70 -- 672.40 -- 672.40 ES - 1 x X x x 3,1 3.1 0,92 -- 673.00 -- 677.50 DI - 3B 10 \ 31 0 1 x 10.0 10.0 0.52 659.00 658,80 659,00 662,10 DI - 1 -- \ '`�' 1 ► rl -- -- 10.1 10.1 0.27 -- 659.60 -- 662.10 DI - 1 -- �` i I ,_i �Q 12,0 12.0 0.27 673.50 673.50 -- 677,50 HNCR FLD DRN -- / \\ ��\ - , STR . 13.0 13.0 0.61 673.80 673.80 -- 677.50 HNCR FLU DRN 14.0 14.0 0.61 674.10 674.10 -- 677.50 HNCR FLD DRN -- �'1 �` S y< N` 15.0 15.0 0.61 674.40 674.40 -- 677.50 HNCR FLD DRN / 16.0 16.0 0.35 -- 674.70 -- 677.50 HNCR FLD DRN -- \ 10001TEMPOR ES 1 \� CONCESSION CI TI 20.0 20.0 0.87 673.50 673.50 -- 677,50 HNCR FLD DRN \ / N 1 __ __ � - \ � _ 702 � TO BE PERMIT D � R 1�, � 21,0 21,0 o,eo 674.10 674,10 677,so HNCR FLD DRN \ \ \ \ STR 32. 4 �� YEAR. SEPERA H- T 22.0 22.0 0,82 674.60 674.60 -- 677.50 HNCR FLD DRN -- \ \ �� Q �'4 _ _ S P CTICE AR A 2 3, 0 23.0 0.61 675,10 675.10 -- 677,50 HNCR, FLD DRN -- \1 _ _ _ I DEPARTMENT PE IT \ 24.0 24,0 0.75 -- 675.50 -- 677.50 HNCR FLD DRN END ERfill'�EE J & SE U A E \\\ 25.0 25.0 0,73 -- 699.00 -- 701.50 DI - 1 -- Q O � I .01 .0-0 \ 25.1 25.1 1.00 696.70 696.50 -- 701,50 DI - 1 -- \ \ \ STR 33. 702 1 o r. - _ _ - - - �S Z 30.0 30.0 0.31 674.70 674.50 -- 677.00 DI - 1 31.0 31.0 1.42 693.70 693,50 693.70 701,40 DI - 1 -- \ \ ) \ .4 ACRES WINING 32.0 32.0 3.33 698.10 697,90 -- 701.00 DI - 1 -- \ ,1`\ ;f 1 0 FUTU _ VELOPMENT 33.0 33.0 2,86 -- 698.50 -- 701.00 DI - 1 \ \ 1 N AR NINIG SH LL OCCUR IN 40.0 40.0 0.32 681.70 681.20 -- 686.10 DI - 7 -- \ \\ 1 \ `. N- DESIGNA D AREA 4LO 41.0 5115 -- 688.50 -- 688.50 ES - 1 �f v 50.0 50,0 1.46 -- 661,00 -- 661.00 ES - 1 z 0 U GRAPH/C SC,4LE 5 04110101 REVISED PER CI TY COMMEN TS JD S RAM 4 3 27 01 REVISED PER AG Nt, Y COMMENTS) N J S RAM 50 25 2 _ 01 REVISED PER FIELD ADJUSTMENT. JLW RAM 2 01 31 01 REVISED PER OWNER COMMENTS. _ JLW RAM 1 01 26 01 REVISED PER ENGINEERING COMMENTS. JLW I RAM IN FEET NO. DATE ESCRI DPTION BY CFiK'D. Q P S H O F 1 inch = 50 ft. z REVISIONS i PROJECT NO. .� �'.-•�� gilbert w. clif ford & associates, inc. Shenandoah University�ona d Mislowsky, 'Jr. DATE o CERTIFICATE NO. - -/ v 020574 y O1/1,3101 Engineers Stadium ng Land Planners Surveyors� GIS R D 200 North Cameron St. 150-C Olde Greenwich Dr. PROFESSIONAL Winchester, Virginia 22601 Fredericksburg, Virginia 22401 Gradin & Erosion Control Plan ENGINEER PHONE: (540) 667-2139 PHONE: (540) 898-2115 FAX: (540) 665-0493 FAX: (540) 898-2115 ry E-MAIL wc6ff®mnsinc.com E-MAIL : cliffordO1 bi red.com FREDERICK i N, X VIRCINIA / OF 0+00 1+00 2+00 3+00 4+00 C1.0-STR3.7 680 C3.I,, RCP 15 a�3.19�� !0 QZ�{ 660 N, 0+00 C3.1 rMq 0 m o� Ln hti cp Q IO er O� Cn tiz 675 r, o 665 ro*f@V C O O � O Co Q O Ln I ai O 665 oN�rll CN if o�Z� oQDo r- O 660 - _ _ _ -12" PLASTIC 660 0 ��(5059q CD w 655 I - wwCo 655 650 Y-.� 650 CONCRETE NCHORS ARE REQUIRED 0 C10.0 AND 645 C11.0 AT 3 ' SPACING. 645 -M W W 640 -- / 0+00 1+00 S TR 10.0 - STR 10.1 0 .-1 Z n—rR,— 14.0-58'- .0-58'- C16.0-58'CD LAJ12' zxz PLASTICz 12" PLASTICZ 12 PLASTIC 0.52% z 12" PLASTI© ©0.52© Cr 0.52% o 0.52% o 0 q 16 -++--- — - - __ Q inn �� ���a O Zn�r" 2Ln =�o�r\ Z 2 Llj Ci Q O"o II j ZO — O II II z0 "' zb II Z O II f— or �OZz cl- ��» II _ ^^Q- N co ca co acZA. Mislowsky, Jr� < O CERTIFICATE NO, — v 20674 A �,'IQI ()to I GIS RED PROFESSIONAL ENGINEER _ 2+ 00 C12.0 - STR 16.0 3+ 00 GRAPH/CSC.4LE 50 0 50 %<7: ( /N FEET ) 1 inch = 50 ft. 675 0 670 z 665 ..I DITCH Base, B Q 10 Depth, D Lining, L Lininq De th d A 0 4.0 1 SOD 2.2 SOD TOPPED WITH LANDLOK TRM 435 OR EQUIVALENT L d D DITCH SECTION "A" N.T.S. DITCH Base B Q 10 De th D Lining, L Lining De th d 8 0 2.3 SOD 0.8' DITCH SECTION is B" N.T.S. DITCH Base 8 0001 Depth, D Lining, L _ Lining Depth, d C 0 2.7' * SOD _ 1.2' �C SOD TOPPED WITH LANDLOK TRM 435 OR EQUIVALENT L p d D a DITCH SECTION "C" N.T.S. C, 695 690 685 680 675 670 i 705 700 695 0 585 680 675 670 0+00 1 +00 2+00 3+00 4+00 C20.0 - STR 24.0 710 705 700 695 690 685 W/� CL w 680 �o ^o I W� 0 6 75 w? P�pSj\ 670 in Lri 1Z i o C: o C �� II a may» � r � v v, a ,_ opt' I a�`'° ap CL 1 t PLASTIC / -- 2.0 d %° 0.65% I 205 '12" I /r C3 .0 i lCl I U ~ .........._..._...._,..._.._..._ ..._.._......_ �� II II h f 1 O t CONCRETE ANCHORS ARE " REQUIRED N l:31.0 A 13_ 42% 30' SPACIN 3. J rn o rn 1 cp co o '01 cD r �� r o o r � r r 0+00 1 +00 2+00 3+00 C30.0 - STR 33.0 PAS H OF a d A. Mislt�wsky, J CERTIFICATE NO. J 20 4 L� (v�0 R GIS ERE PROFESSIONAL ENGINEER 4+ 00 710 n Ki a 705 700 695 690 685 680 675 670 C) CC 690 �o I c6 685^ RJp 675 �t 00 0 w a 655 0 o I © N II z a 650 �/ o� v 645 I io L, w o0 680 640 � II Z cl�> �n 675 63... 0+00 1 +00 C40.0 - STR 41.0 0400 C50.0 - STR 50.0 655 650 645 640 635 ORWRH/C SCALE- 50 25 0 50 100 3 27 01 REVISED STORM SEWER 31.0 TO 25.0 1 01 3/01 REVISED PER OWNER COMMENTS. /N FEET �� NO. DATE DESCRIPTION 1 inch — 50 ft. REVISIONS gilbert w. Clifford & associates, inc. Shenandoah University Engineers Land Planners Surveyors Stadium 200 North Cameroni. 150-C Olde Greenwich Dr. Winchester, Virginia 21601 Fredericksburg, Virginio 22401 _ Storm Sewer Profiles PHONE: (540) 667- { 39 PHONE: (540) 898-21 15 FAX: (540) 665-049 FAX: (540) 898. 2115 E-MAIL : gwcliff®mns-1c.com E-MAIL : c1ifford@1 bigre,.com f REDERICK COUNTY' VIRG/, JDS RAM JL C RAM BY C _ K' 7 t tap of manhole at grade in pavement areas unless ottlerwee dlrkled , <'f '" Ford FC HH 77 HC-15B 1 _6 tap shall be set 18 min. above Bode in ansernent areas 2" custom setter sgaore AW pad 6' thick - trench width (meter by FCSA) as rec uired cast in place access door, standard 7� contrator to grout rlbtlhole p flat to for CAREFULLY COMPACTED Crier in place 6" dio. schedule 40 centered note 1a 4' diameter ' steel pipe filled with 3' ( ) manhole SELECT 84CKFILL a concrete and pointed varies 2' max./\\ / 4 bolts (3/4' So.) - yellow finished adjustment rings (11' max.) a(seeranote 2) e �� grade -4, I v O R' rtax. 18' dia. 11� concrete roadway box • encasement 3 concrete pod 1'-6" sq. x 6" deep---) 2" type K copper y _-3� riser section for 4' diameter t tubingjoints � concrete I (no 1 N withcutouts from main to �NpsiASTHC-150 e 12' a 16' •�• thrust bock BOLLARD DETAIL _ -- curb stop) �\ o Ln pow 301 mastic applied betweel taints and an ° extenor side of pints saddle with pants are to be sealed direction of setting to be approved prior to installation screw type t corporation nth '0' ring gasket '4 adjustable valve t stop solid support blocks y'/NY STONE l 36" min. water under custom setter AGGREGATE box morn 0n0 STANDARD 4'_0' ball valve curb stop 6" stone bedding NOT ro SCALE as required concrete pod 1'-6" sq. x 6" deep with FIP ends, with • I.D. — pipe to manhole '. 2" ate vallve r caNnection to be � valve me olu eel � I g TRENCHING AND BEDDING DETAIL locator peg g 99 operating nut by flexible shiers to main -- -- - ---- - ---__ - - - - - - - ---- _ — _ _ _ _- --- - ----- -- -- - ---- a 2 min6" max. megolugs r avert channel to ,ravels o 6 , 3'-0• min. 4\\ ; smooth tr mtioD n to out, —me olu for all %onnectbns � -0• � g g ' _ 01►a ,� op If?�� NOTES:. Access door shall be by Halliday Products .- ,�,� • t of bench -wall screw t ' grout bottom of manhole f `� •5 ,t�,,;.;•, same stone to be minimum type ''` �= t,, or our approved equal: to fain channel s W'ti'" L�•�! ad ustoble ••, - :. , :,.,•..(•• ' c.. , 2� , r.• top d pipe ,>, of 6" above tap of base .>.,, PP - TEMPORARY DIVERSION DIKE 1 valve box a.- ;.' , ;.. x:• I :a 8" o) in non -traffic area model no. S1R3030 °' • a I I - - Locator peg w b) in traffic area model no. H1R2424 • °• ,,' T . y,; (—thrust 18" to 24" 2. Water service crossing street shall be encased ° ' . .' ° • 8' >- / block 8"x 8'x 16" solid block in 6" dia. SCH40 PVC or SDR21 piping. The megolugs 6' I>eddrig stone :v� � (for valves 12' and larger) CUTOUT DETAIL piping shall run from one foot beyond sidewalk, -- -- typical across the street, to one foot beyond sidewalk. - - - Compacted Soil NOTES I Manhole sections shall have an extemd cooling of approved biturraslic voter proofing prior to instaldim. 4 odiastiri elevation exceeds * indw, use concrete od)wiment r6lgs with a Mew coating of blturak Water ad . 18" min. M n9 �M, ,.. mechanical joint I Final slope adjustment d manhole frame may be by slums and non-sflrink grout. �" ' j j j j r swivel tee with 4 Sled pad to be placed around manholes located n sMJders ol roads. 6 " branch 1 1/2" and 2 METER INSTALLATION —Flow 5. Flat top casting shall be used on shallow mlantale (6 ft. a less) nslallotions. F i q u r e 6 ., •':' > tip`. ;~� GATE VALVER11-1 I I I — Li I STANDARD MANHOLE FIRE HYDRANT ASSEMBLY Figure 8 AMENDMENT N0. 2 - APRIL 1997 — AMENDMENT NO. 3 - OCTOBER 1998 Figure 12 Figure 9 1110111111011111 — — 4.5'. min. ROCK CHECK DAM CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET SOD DROP INLET SEDIMENT (WITHOUT WIRE SUPPORT) PROTECTION 2 ACRES OR LESS OF DRAINAGE AREA: FILTER 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE I2NE OF ---� - STAKES. ENOWALL 6• 6'MAX. \ •^ � roe FILTER,3 1- �.�...; - u-» . SOURCE: VA. DSWC — PLATE 3.09-1 (OPTIONAL)'�— i••� = - TOE OF FILL -- f— �` CULVERT (DOWNSTREAM VIIII FLOI VDOT #1 / COARSE AGGREGATE _ II III . I I �-- FIAT► 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. - — — ---I-lJ — — — — - ~• �'-� — r W IT INTO THE TRENCH. TOE OF FILL�..— i 2-10 ACRES OF DRAINAGE AREA: �— — FOUR I -FOOT WIDE STRIPS OF SOD ON ry SILT FENCEEACH SIDE OF THE DROP INLET 2 DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT A DEPTH - 1112 FLOW 7 RUNOFF WITH SEDIMENT WATER FILTERED WATER I — ELEVATION 6. 1 j IPWW �c u * * HEIGHT VS. WIDTH REQUIREMENTS OPTIONAL STONE COMBINA TION FILTER NTH s' a SHEET FLOW INSTALLATION (OPTIONAL) --- (PERSPECTIVE VIEW) ORIGINAL (DOWNSTREAM VIEW) ° GROUND <. ELEV - s VDOT 01 A A \\ COARSE AGGREGATE I ITTT' COARSE AGGREGATE -I ( i I —I —III—III —. FLOW r FI.01f -I I (EXCAVATED) FILTER CLOTH ---� 25 ------ ----- j 3' SPECIFIC APLLICATION ///� —•— TT=I i �T--=I i i T-� THIS METHOD OF INLET PROTECTION IS APPPLICABLE ONLY AT THE TIME CLASS I RIP RAP POINTS A SHOULD BE HIGHER THAN POINT B. �—GLASS I RIPRAP / OF PERMANENT SEEDING, TO PROTECT THE INLET FROM SEDIMENT AND CROSS SECTION OF OUTLET •VDOT #3, #357, #5, 056 OR #57 COARSE AGGREGATE MULCH MATERIAL UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED. DRAINAGEWAY INSTALLATION TO REPLACE SILT FENCE IN " HORSESHOE ' WHEN CLASS I RIPRAP (FRONT ELEVATION) HIGH VELOCITY of FLOW IS EXPECTED d xim. Adapted hen lnitaliatlal slay and hhric Ims builaVL BSK PufS &M-2 SOURCE: ADAPTED from VDOT Standard SMds and Va. DSWC PLATE. 3.08-1 ,I• r •r � ra- ; SOURCE: VA. DSWC PLATE. 3.20-1 �� i�.t VERSION SOURCE: VA. DSWC PLATE 3.07-5 �'^�-;'`. M / DIKE 10' EX CA VA TED DROP INLET AGGREGATE � TM SEDIMENT TRAP CONSTRUCTION OF A SILT FENCE stream -� rip rap — (WITH WIRE SUPPORT) _ AREA 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. COARSE AGGREGATE SHALL BE VDOT #3, #357, OR 45 see detail \\,� �i FwTr TRENCH UPSLOPE ALONG THE LINE ®TEMPORARY SEDIMENT TRAP; below ` Sr �J _ OF POSTS VESC 3,13-2 concrete NOT TO SCALE encasement L 36" tog�— i 1 — ���rr � � ; � l � / / � " � -� SED. TRAP A SED. TRAP 8 SED. TRAP C OUTLET WEIR LENGTH, A 6.0 6.0 6.0 ductile iron pipe ( Jil l TOP BERM WIDTH W 4.5 4.5 4.5 Row RIP RAP TOP WIDTH, 8 3.5 3.5 3.5 M.J. FITTINGS AND D.1. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS ���/ �✓ I= HEIGHT TO OUTLET BOTTOM, Ho 4.0 4.0 4.0 FLAW - WATER HEIGHT OF BERM, N �— SEDIME T-LADEN RUNG F -- I _-•m . .-.� DEPTH BELOW TOP OF INLET: II 4' II '{t' ti xrvte1i, r,', 3 — 1U' 10' �p 1 MMIN I'- MAX. 2' + estop of + $ 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BAGKFlLL AND COMPACT THE -� N _ iv - `It- 0 � > Stream bank ri — + ++ + + + # + + + I FENCE MID EXTEND IT INTO THE TRENCH. EXCAVATED SOIL p ro p - ++ +� + + + + + 5FT-TLOI1_� + + - stream see detail MAX- S OPE 2:cocrete l .� encasement below it less than 3 It use D.I. ppe �- STORM WATER WITH LARGER PARTICLES LARGER PARTICLES ELES EP SETTLE OUT -10 REMOVED OR -- DE ATERING /� I FLOIIF �• I 3 III I III Q DRAIN INLET -�_ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. __. rip rap to be minumum 6 ft. wide I 1 01 26 01 REVISED PER ENGINEERING COMMENTS _ _ JLC RAM and 1 ft. des I I= 11 I l i t v �- p _ - T I �I I II FILTER FABRIC I T H NO. DATE DESCRIPTION BY CHK'D. OF t i P REVISIONS O _ SPECIFIC APPLICATION �IIIjjJ- I � 'A stream bed —I filbert w. cliff oral &associates Inc.Shenandoah University OJECT No. A. Mislowsky, r� p DA�l �J 3' as 3' THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS SOURCE: from Installation of Strew aDd Fabric Filter Berridn for Sedimmt Contr. Pun 9.06-1 required ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF SanwolLt O CERTIFICATE NO - VO�EMBER 2000 STREAM CROSSING q MAINTENANCE ARE DESIRABLE. v `0 74 Engineers • Stadium t���v�d Land Planners SurveyorsBEET o ( , Figure 4 J FE RED Win North Cameron St. 150-C Olg, Greenwich Dr. Miscellaneous Details + SOURCE: MICHIGAN SOIL EROSION AND SEDIMENT PLATE SLOT-d PROFESSIONAL Winchester, Virginia 22601 ;'redericksburg, Virginia 22401 CONTROL GUIDEBOOK, 1975, AN u A-SCS ENGINEER PHONE: (540) 667-2139 PHONE: (540) 898-2115 FAX: (540) 665-0493 FAX: (540) 898-21 15 C-A/All _A/All f-REDERI CK COUNTY, VI RCINI A 7 xJ rn.,�GFftllfmnc�nn nn... .•I;�s....-1I11�F.7..w.•1 .�..... 7 nC a CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sE cifications for all work to be in accordance with applicable Standards and Construction Specifications of The rginia Department of Transportation, Virginia Deportment of Health, Frederick County Sanitation Authority d 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 respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to, the Enggineer 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 elevotion. CITY OF WINCHESTER 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. 1 o. Contractor shall provide the Public Utilities Dept. 24 hour notice prior to tapping existing water mains. 1 b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor sholi schedule these tests and provide assistance as necessary. 1 c. Should maintenance of water or sewer lines withing existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. 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 loco, 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 6" 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 and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prrnibited within 20" of 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 arrange for inspection by 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 plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green. Sewer lateral elevations to be compatible with gravity service to proposed buildings 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 over 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 ttthe 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 top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 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 cost of this work. 7. Frederick County Sanitation Authority opproval of this site plan expires two (2) years from date of approval. 8. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 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 Admini3trotion and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, shall be in accordant^ with the current edition of VI30T's work area protection manual. Furthermore, all traffic control (loggers 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-wayy. 6. If required by the local VDOT Kesidency 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. VDOT 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 fill. 13. All roadway fill, base, subsurface material and backfill of utilityy/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 sha0 be conducted as regwired 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 signsge 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 V.D.O.T. Engineer/Inspector. Vicinity Map Scale 1 "= 2000' JANUARY 2001 REVISED PER ENGINEERING 01126101 grilbert w. clif f ord Engineers 150-C Olde Greenwich Dr.. Fredericksburg, Virginia 22401 PHONE. (540) 898-2115 FAX: (540) 898-2115 FINAL SITE PLAN APPROVED "11®AT ao / S. P. zt-rJJ o/ & associates, inc. • Land Planners • Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SHEET INDEX 1 COVER SHEET 2 SITE DEVFLOPMENT PLAN 3 GRADING & v,':')SIGN CONTROL PLAN 4 SEWER & WATER PROFILES 5 STORM St NE-2 PROFILES 6 STORM SE -WEIR' PROFILES 7 MISCELLANEOUS DETAILS Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 P.O.0 Cene Fisher (540) 665-4527 OWNER'S CERTIFICATE I hereby certify that the property contained in this Subdivlson is with free consent and in accordance with the desires of the undersigned owners, proprietors or trustees, Di s-Ge D a-ol Approved by Frederick County Zoning Administrator MAY 18 2001 Site Plan Approval Valid for 5 Years From Date Shown Hence Date DEPT. OF PLANNING/DEVELOPMENT Project Number. Sheet Number 1- of 7 -- PROJECT SUMMARY -STADIUM PHASE TAX IDENTIFICATION NUMBER 64-A-110 TOTAL PARCEL AREA 18.43 ACRES ZONING HE ADDRESS 1460 UNIVERSITY DRIVE CURRENT USE VACANT PROPOSED USE STADIUM EXISTING LOT AREA 18.43 ACRES DEVELOPED LOT AREA 10 ACRES SETBACKS REQUIRE PROVIDED FRONT 35' 51' SIDE 15 102' REAR 25' 110' BUILDING HEIGHT 45' (MAX.) 12' FLOOR AREA . . . . 2002 SEAT STADIUM DEVELOPED LOT AREA 9.9 ACRES (PHASE 1) LOT AREA DISTURBED 10 ACRES PARKING REQUIRED PROVIDED STADIUM (2002 SEATS) (1 SPACE/4 SEATS) 501 STUDENTS (2300 STUDENTS) (1 /4 STUDENTS) 575 TOTAL 1076. 1160 PARKING SPACES PROVIDED ON CAMPUS HANDICAP SPACES 23 38 LOADING SPACES 1 1 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al 17.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 60'. MAX. SIGN AREA= 100 S.F. 10. TENTS ABOVE 900 S.F. AREA REQUIRE A BUILDING PERMIT. PLANTING SCHEDULE SYMBOL COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY PIN OAK 2' CAL. 0 6' HIGH AS SHOWN _ 8 RED MAPLE 2' CAL. @ 6" HIGH AS SHOWN 8 ( LEYLAND CYPRESS 4' MIN. HEIGHT 8 FT. O.C. 29 WHITE PINE 4' MIN. HEIGHT 5 FT, O.C. 78 Parkin During football games, which occur on Saturday evenings, the only required parking is that for the student body and the stadium. The parking calculation indicates adequate parking exists on the campus to support the student and stadium needs. Shuttles will be provided for handicapped persons. Temporary loading and a few handicapped spaces will be provided at the site. A dedicated parking facility will be provided with the next developed phase. PARKING LANDSCAPING PARKING LOT PERIMETER - 598 FT. PERIMETER TREES REQUIRED 15 (01 /40 FT.) INTERIOR TREES REQUIRED . .... ..1 TOTAL TREES REQUIRED 16 TOTAL TREES PROVIDED .. - 16 PARKING LOT LANDSCAPING REQ'D. 1,595 SO, FT. 0 5% PARKING LOT LANDSCAPING PROVIDED - 3,525 SQ. FT. Structure shall comply with Virginia Uniform Statewide Building Code and Sections 303, Use Group A, Assembly and Use Group U, Utility of the BOCA National Building Code/1996. Other code that applies is CABO A117.1-92 Usable and Accessable Buildings and Facilities. A separate permit issued by the Lord Fairfax Environmental Health District office will be required for temporary restroom and concession facilities. All maintenance and game equipment to be stored at the existing facilities on the main Campus. This plan conforms to the requirments of Master Development Plan 01-91, revised 01-00. All Phase One improvements are shown. Future development of accessory structures or new facilities on the remaining 8.4 acres will require a separate site plan application. Irrigation source to be Abrams Creek. Separate withdraw permit required. No dumpster will be required with this development. All trash will be removed by maintenance personnel. 6' 30' sIOEWAIx y - LIGHTING LEGEND STADIUM LIGHTING TO BE ON 80' & 55' HIGH POLES. LIGHT FIXTURES WILL BE FURNISHED WITH CUT OFF FIXTURES TO PREVENT SPILLAGE OFF -SITE. N 200W HPS ON 30 FT. POLES. LIGHT WILL BE FURNISHED WITH CUT-OFF FIXTURES TO PREVENT SPILLAGE OFF -SITE. VDOT CG-6 WITH / REV. GUTTER SLOPE EX. GRADE VDOT CG_6 5' CONCRETE SIDEWALK 12' J -- wrrH 2• STONE BASE 4' BM 25.0 8. 21B- --12' ACCESS ROAD SECTION ETA. 17+50 TO 21 +40 6' SIDEWALK VDOT CG-6 WITH REV. GUTTER SLOPE /�- �iH PROVIDE 3• GAP FOR . , au FUTURE PAVEMENT BITUMINOUS PRIME AND DOUBLE -SEAL SURFACE 5' CONCRETE SIDEWALK WITH 2' STONE BASE 12- 8' 21B-/ TEMPORARY LOADING AREA �(k\ 6g $ EXIST. SEWER MH PROP. M.IN=633.98 `` ` 1 c PROPOSED 20 / I� IL0�� C0 SEWER ESMT. / / �(O PEDESTRIAN CROSSING " SIGNAGE / ALL LANDSCAPING SHOWN MUST BE INSTALLED AT LEAST 5' OFF OF EXISTING 12" WATER MAIN. AHEAD INV. OUT=640.00 THRU WINGWALL EC-1 REQUIRED WHI TE PINES 22 C.Y. OF CLASS 1 RIPRAP �l 4' MIN. HEIGHT 6.5' SEPARATION TO EX p0 AT PLANTING WATER MAIN MH 1 END ACCESS ROAD CONSTRUCTION �� ! Ex. Water �� 0 1 RIM= 642.00 16 O "CAUTION PEDESTRIAN \ / - ♦ / IN O i Gil CROSSING" SIGNAGE 5' S' 5' 5' 5' 5' 5' INV.OUT=634.53 PROVIDE WATERTIGHT ,nL q� ��FOZ. (TYP. OF TWO) FRAME & COVER •0� / Q,° 0� �> S PROVIDE CROSSWALK STRIPE 77 -8" DIP � 0.509� 5 PROVIDE CG-12 (TYP. OF TWO) TREE PLANTING DETAIL / / •�j ��� 5� ��5$ SEE STREAM CROSSIN �' \ / /` `• ��4 �A �,G pp DETAIL ON SHEET STR 1.0 (DI-3B) 0 RIM=654.0 S THROAT=20 FT. ��rj END 4" IRRIGATION LINE \ \ w p o (PVC SCH-40) / / V`✓ ��,��' �,�+ INV. =646.50 w �s�, ` MH 2 4"' PVC SCH 40 011 \ RIM=648.50 N/F EMBRIDGE HEIGHTS 1., g0 iOLc ` INV.IN=637.00 STR 10.1 sO`� \ IN V. OU T= 635. 1 ZONED: RP _ E. RESIDENTIAL SINGLE ROW, LEYLAND CYPRESS 6 FT. SIDEWALK �19.91 \� <' 8 FT. ON CENTER, 29 REQUIRED \ 212 P \ 4' MIN, PLANTING HEIGHT AB 5 CREEK _ 1��� PA RCEL A �� �� \ STR 2.. DI-38) - S5638'11"E `' I RIM=666.50 CSTR1°° Q n 74 % d rA?T_Q Rn'._-. G�`<, \\ THROAT=20 FT , 13.61 \ N22'14'34 "E 22.06' N20 27'27"E 25.70' w o� p.0 w \ w� o ROPOSED `- 05 S.F. SCOREBOARD -' ` ` 36 FT, HIGH Q z S16NAGE ON BACK OF v SC RE BOARD CANNOT EX ED 201'. OF TOTAL_ ARE v o 25. i \ \ 7 \ -- x STIR 30.0 4 � 0� \ 1 g1 \ FUTURE R S OX, RESTROO & C ON FACILITY \\ \\, 2 ST RY \ BL � HEI 1=2 FT. 20' r.,. GUTTER \ „ 1-12 x8, ' WPIN� LEEV k TR 20.0 ST 21.0 STR 22•0 STIR 23.0 STR 2 4.0 Jf �,� AND VALVE \ -T-,- P3C Tr " PCtiS T11°" L "'Ptx1 --� ? =-PL A1rT+C --- - v� y \ R m = 6 84.10 _. �'��Gl' 20 WATER (� . INV. OIJT�676-10 30 ESMT. REQ D. ` 6 76.30 MOTAL BLEACHES ? � INVUGNWATERTIGHT � 12002 SEATS ! 20 FT. 4" SDR35 c� 2% i �L I PRESS B X 12 HIGH (MAX.) PROVIDI WATERTIGHT PLUG ��� ���� �\ d EXIST. 20' EASEMENT (12 HIG FIRE \ 30 FT. -6" SDR35 @ 17. 2" METER- PER SPECS 5 PROVIDE WATERTIGHT PLUG. ����_ 1 Z" PLASTICS ST - 25.1 i ^ ' PLA�,TI��: STR 2 .0 . "CAUTION PEDESTRIAN 12 \ TR 31.0 � i Hue: PARKING DEWALK \ � �pTB GAS CROSSING" SIGNAGE ,°� SET BEHIN % X X X X No 6. 'F•T. • EO G Fk E" W EK 1'4727" E -- - - -- S.F. ELECTRICAL Eavl ENT SHED_ FT. ROAD PRIME & D BLE-SEAL) gUILDlAIG HEIGHT-10'" /' �'� \ / o WATER 1-8" G.V. & BOX STR 40.0 p\ 56 10 �9s� o > °O j 5 FOUNTAIN 20 LS„ PLUG E VIT \ \� \ --L MH 1 G' ,y 8 8' 8' 8' 8' 8' RIM=689.00 8 8' INV, OUT=681.00 TEMPORARY RESTROOM/CIV \ HANDICAPPED PARKING SI NAGE PROVIDE 7 TEMPORARY ?) INV. IN=681.20 CONCESSION FACILITIES (TYPICAL OF 7) 9os�� TO BE PERMITTED FOR \o STR 32.0 � HANDICAP SPACES ERATE HEALTH STR 41.o GRASS PRACTICE AREA 1 YEAR. SEP DEPARTMENT PERMIT REQUIRED. Cl- P� RCEL B END PRIME & SEAL SURFACE \ \ STR 33.0 0. J502 A CRES EGRESS PRIVATE INGRESS-� \ EGRESS EASEMENT \� 8.4 ACRES REMAINING \ FOR FUTURE DEVELOPMENT NO PARKING SHALL OCCUR IN NON DESIGNATED AREA 2 BITUMINOUS PRIME AND MINIMUM DOUBLE -SEAL SURFACE EX. GRADE �•.�. PST H OF 1 /4 y`FT - A. Mislowsky, Jrz O CERTIFICATE NO. - �`'� --- _ 1 - 8' 218 � ZWI�ERERE REGD PROFESSIONAL TEMPORARY ACCESS ROAD_ ENGINEER 5 1 4112101 REVISED WATER SERVICE CONNECTION TO SHOW FIELD LOCATED WATER MAIN I JDS I RAM 4 04110101 REVISED PER CITY COMMENTS I JDS RAM 3 0,3127101 REVISED PER AGENCY COMMENTS IN FEET 2 021,23101 REVISED PER FIELD ADJUSTMENTS. _ 1 inch = 500 ft. 1 01131101 REVISED PER OWNER COMMENTS. NO. DATE DESCRIPTION REVISIONS gilbert w. clifford & aimociatess, inc. Shenandoah University Engineers Land Planners Surveyors Stadium 200 North Cameron St. 150-C Olde Greenwich Dr. Winchester, Virginia 22601 Fredericksburg, Virginia 22401 PHONE: (540) 667-2139 PHONE: (540)g 898-21 15 Site e v e l o m e n t Plan FAX: (540) 665-0493 FAX: (540) 898-2115 E-MAIL : gwcliff®mnsinc.com E-MAIL : clifford01 bigred.com I FREDERICK CCUN7}' VIRGIN, Gi9APH/C SC,4LE 50 25 0 50 i JDS RAM JL W RAM JLW RAM BY CHK'D. SHEET E"_ J 7 r1f Q' C� INV UT=640.00 THRU WINGWALL EXIST. SEINER MN �Jr Cs/�` - i REQUIRED RIM- 640.48 -� ���� _ R� ���, / 22 C. Y. OF CLASS i RIPRAP J CL 0 O V Apron Apron Riprap Culvert Length (ft) Width (ft) class 1 32 35 1 10 6 7 Al 12 6 7 Al 20 9 10 Al 30 12 13 Al 40 23 26 1 50 14 16 Al n(plostic)0,410 Culvert Summary n(rcp) W13 _ Culvert Inv. In Inv, Out L(f t) D(in.) S(%) Type To Lo 646.90 640.00 77 30 8.96 RCP StrOutfall 2.0 659.40 64710 155 30 7.94 RCP Str1,0 3.0 669.70 659.60 138 30 7.32 RCP Str2,0 3.OA 672.40 669.90 77 30 3.25 RCP Str3.0 3.1 673.00 671.50 47 15 3,19 RCP Str3.0 10.0 658.80 639.00 56 12 35,36 PLASTIC StrOutfall 10.1 659.60 659.00 102 12 0.59 PLASTIC Str10,0 12.0 673.50 662.50 158 12 6.96 PLASTIC StrDitch C 110 673.80 673.50 58 12 0.52 PLASTIC Str12.0 14.0 674,10 673.80 58 12 0.52 PLASTIC Str13,0 15.0 674.40 674.10 58 12 0.52 PLASTIC Str14,0 1&0 674.70 674.40 58 12 0,52 PLASTIC Str15.0 20.0 673.50 671.80 129 12 1.32 PLASTIC StrDitch C 21.0 674,10 673.50 58 12 1,03 PLASTIC Str20,O 22,0 674,60 674.10 58 12 0.86 PLASTIC Str21.0 23.0 675.10 674.60 58 12 0.86 PLASTIC Str22.0 24.0 675,50 675.10 58 12 0.69 PLASTIC Str23,0 25.0 699.00 696.70 132 12 1.74 PLASTIC Str25.10 25.1 696-50 693.70 85 12 3,29 PLASTIC Str31,0 30.0 674,50 672.00 73 12 3.42 PLASTIC StrDitch C 31.0 69150 674,70 98 12 19.18 PLASTIC Str30,0 32.0 697,90 693,70 205 12 2.05 PLASTIC Str31,0 33.0 698.50 698.10 62 12 0.65 PLASTIC Str32,0 40.0 681.20 679.50 103 30 1.65 RCP StrDitch A 41.0 688.50 681.70 63 24 10.79 RCP Str.40,0 5RO 661.00 639,00 95 24 23,16 PLASTIC Stl-Outf all Storrs Inlet Summary, and Sump Inlet Depth and Spread Calculation, Str, No, From Area Q(10)cf s Inv, In Inv, Out Inv, In. 1.0 1.0 0.59 647.10 646.90 -- 2.0 2.0 1.05 659,60 659.40 -- 3.0 3.0 82.03 669.90 669.70 671,10 3,OA DITCH A 62.70 -- 672.40 -- 3.1 3.1 0,92 -- 673.00 -- 10,0 10.0 0,52 659.00 658.80 659,00 10.1 10J 0.27 -- 659.60 -- 12,0 12.0 0.27 673,50 673,50 -- 13,0 13,0 0,61 673.80 673.80 -- 14.0 14.0 0.61 674JO 674.10 -- 15.0 15.0 0.61 674.40 674.40 -- 16.0 16.0 0.35 -- 674,70 -- 20,01 20.0 0.87 673.50 673.50 -- 21.0 21.0 0.80 674.10 674.10 -- 22,0 22.0 0,82 674.60 674.60 -- 23,0 23.0 0.61 675.10 675.10 -- 24.0 24.0 0.75 -- 675.50 -- 25,0 25.0 0.73 -- 699.00 -- 25.1 25J 1.00 696.70 696.50 -- 30.0 30.0 0.31 674.70 674.50 -- 31,0 3L0 1,42 693.70 693.50 693.70 32.0 32.0 3.33 698,10 697.90 -- 33,0 33.0 2.86 -- 698,50 -- 40.0 40.0 0.32 681.70 681,20 -- 41.0 41.0 51.15 -- 688.50 -- 50,0 50.0 1.46 -- 661,00 -- CONSTRUCTION STR 1.0 DI -3B) RIM=654.0 THROAT=20 FT. Lim STR 2.0 DI-38) RANI=666.50 10 THROAT=20 FT. / / - C3 30" RS� ,e TEMp0p4RY SEDIMENT TRAP EMBRIDGE HE --- ..,,s , s EXIST. 2( EASEMENT \ O Top Elv, Type L '� �\ \ / \ 654.00 DI - 3B 20 ""'° \ L 12 TI` �'S.I 12 STR D 666.50 DI - 3B 20 \ 5 .�s. 676,30 DI - 3B 20 �J \ 7� T 1 X X x _\ " 672.40 ES - 1 677.50 DI - 3B 10 31 0 - - - - 662.10 DI 1 677.50 HNCR FLD DRN \\ r STR. 677,50 HNCR FLD DRN 677.50 HNCR FLD DRN 677.50 HNCR FLD DRN �\ , TEMPOR ES 677.50 HNCR FLD DRN \ \ i 677,50 HNCR FLD DRN -- \� ����� 32.0 CONCESSION CI TI �` LID 702---, I R 677.50 HNCR FLD DRN -- \ TR 32 _ _ Q TO BE PERMIT D 1 41 \ s� S YEAR. SEPERA HE T 677.50 HNCR FLD DP.N -- l- �, \ Q _ _ _ _ -AS P CTICE AR A DEPARTMENTPE IT 677,50 HNCR, FLD DRN 677.50 HNCP. FLD DRN -- ` \ �� _ 33 0 I ?� \ 1 & SE U A E -- \ \ - END ERN 70150 DI - 1 � � � 1 ,\ � Q i ' � 701,50 DI - 1 STR 33. ` --- 0� 701.40 DI 1 \ \ 1 i �?� .4 ACRES-MAINING 701.00 DI - 1 0` ��; % 1 I 0 FUTU VELOPMENT r, ,�� ID �v 701.00 DI - 1 -- \� i 7 I N A SH LL OCCUR IN 686.10 DI - 7 DESIGNA D ARE00pee 688.50 ES - 1 661,00 ES - 1 - - `"� \ \, CRASH/CSCALE 5 04110101 REVISED PER CITY COMMENTS JDS RAM 4-3127101 REVISED PER AGENCY CMMNS J RAM 50 «5 C 100 5 < 23 01 REVISED PER FIELD ADJUSTMENT. JLW RAM -� -- 2 011,31101 REVISED PER OWNER COMMENTS. JLW RAM IN FEET) 1 01 26 01 REVISED PER ENGINEERING COMMENTS. JLW RAM NO. DATE DESCRIPTION _ BY CHK'D. 1 inft. inch = 50 P` I H o f REVISIONS t !p PROJECT NO. {�u- gilbert w. clifford & associates, inc. Shenandoah UniversityzRonald A. Mislowsky,'.Jr7 DATE O CERTIFICATE NO. - 0V13/01 020174 Engineers Land Planners Surveyors Stadium SHEEr �;,f , GISTtRlfD 200 North Cameron St. 150-C Olde Greenwich Dr. PROFESSIONAL Winchester, Virginia 22601 Fredericksburg, Virginia 224 Gradin & Erosion Control Plan ENGINEER PHONE: (540) 667-2139 PHONE: (540) 898-2115 FAX: (540) 665-0493 FAX: (540) 898-2115 E-MAIL : gwcliff®mnsinc.com E-MAIL : cliff ordO1 bigred.com FREDER/CK CO NTY VIRCIN/A 7 OF s 0 G W m LJ n. v)�z a � m -I m�Q U4JLJ 685 vJ wLn C) z� Q441 >Q� � J � Z �m � m 680 N �cc x I w- 36" MIN. COVER Q'D 675 M I. IIN s �p r 00 00 z 00 CIO Z 0+00 1 +00 WATER MAIN PROFILE 0+ 00 1 +00 SANITARY SEWER PROFILE I STREAM 1MDTH (PLUS s PIPE aAh 33 B&OW NATURAL STREAM FLOW LINE-\ WATER MAIN � QD W u E- m L1LI m z �o F- 4d 00 c,1 v CD � 0 co J �1 N I O op N 00i 2+ 00 0'-6" PVC DR35 ® 1 % IMTM EX ISTMC' PROFILE EXCEPT tM 4M SLOPE OF BANK EXCEEDS 1 ON 1 o. t STREAM .e +1EOM(nLE .a • • •e iTER FABRIC, _ ' • .. --�-T A J t t i 1 � GEOTE"L.E >r� • FILTER FABRIC ;1144TURBM 6' MIN. $T MATERIAL �---ire• PROFILE r BELOW NATURAL STREAM FLOW LINE 180 OF RIP RAP MT CLASS I -�, -- 711 r 12- OF VOOT #I STORE -TOO •• •••' ••••e•••-60000e•e•e• 000000000a00000000000eoo 0000 00000eoaoe000000000 GEOTEXlmr FILTER SE'E COMPACTION _ - FABRIC PIPE BEDDING & SACKnLL �� �TfltTEXT111FABRIC SELECT FILL, VDOT 21A o 0 SEE PIPE BEDDING & BACKFILL I VDOT 51 SECTION TYPICAL STREAM RESTORATION e:, r,08 6 75 6 I 0 6 0 6 DATUM ELEI 625.00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 o CERTIFICATE NO. `.��20 74 ( d 1 CIS ERED PROFESSIONAL ENGINEER _ GRAPHIC SCALE 50' 25' 0' - 100' 1 INCH = 50 ft. HORY 1 INCH = 5 ft. VERT. 4 41110101 REVISED PER CITY COMMENTS 3 3112iai I REVISED SEWER PROFILE 2 2123101 REVISED PER FIELD ADJUSTMENT. I SO PROVIDE INVERT FOR FUTURE EXTENSION. PLUG WATERTIGHT 70 50 5r 40 L NO. DATE I DESCRIPTION REVISIONS gilbert w. Clifford & associates, inc. Shenandoah University Engineers Land Planners Surveyors Stadium 200 North Cameron St. 150—C Olde Greenwich Dr. Winchester, Virginia 22601 Fredericksburg, Virginia 22401 Sewer & Water Profiles PHONE: (540) 667-2139 PHONE: (540) 898-2115 FAX: (540) 665-0493 FAX: (540) 898-2115 �REDER/CK COUNTY' E—MAIL : gwcliffOmnsinc.com E—MAIL : clifford®lbigred.com VIRGINIA JDS RAM JDS RAM JLC RAM JLC. RAM BY CHK'D SHEET E J / OF Moil: C3.1, RCP, 15 6 w n z 660 -- N r\ co 0+00 1+00 2+00 3+00 4+00 0+00 C1.0- STR 3.7 C3.1 O Q J C) m Q o Ln C> 675 670 665 660 •• .•/ 655 650 645 640 _ o 00 ooao O N II II ? PLASTIC ®0.59% / o Lli Uj w z ,� co i CONCRETE INCHORS ARE REQUIRED Oq C10.0 AND o C 11.0 AT 3' SPACING. 0+ 00 / STR 10.0 - STR 10.1 0 14.0-58'- 1 ,0-58'- C16.0-58'- 6�6 1 �" PLASTIC 12" PLASTICz 12 PLASTIC 0 0.52% z 12" PLASTIC ® 0.52% z ® 0.52% � 0.52% o Q w PAP o 4 Cl (nz O CJO00n Z�rj� O 00 TO O U O U O� Olc� _�� ir1 O II orl ~ I co 11 O I II zo II U II Lazo Cl- j F-. Q-ZD jj 4 j j _ Lo ao A. M i s I o �wsky, Jr2 < o CERTIFICATE NO — v 20674 A 'q GISt �koREEt D PROFESSIONAL ENGINEER -j 2+00 C12.0 - STR 16.0 3+00 GRAPH/CSCALE 50 0 50 I0 ( IN FEET ) 1 inch = 50 ft. 675 0 6 70 '- r\ CD 660 1+00 660 655 650 645 DITCH Base, B Q 10 Depth, D Lining, L Lininq Depth, d A 0 4.0 " SOD 2.2' �C SOD TOPPED WITH LANDLOK TRM 435 OR EQUIVALENT L O DITCH SECTION "A" N.T.S. DITCH Base B Q 10 De th D Lining,L Lining Depth, d B 0 2.3 SOD 0.8' DITCH SECTION "B" N.T.S. DITCH Base 8 Q 10 Depth, D Lining, L _ Lining Depth, d C 0 21 ' SOD 1.2' �C SOD TOPPED WITH LANDLOK TRM 435 OR EQUIVALENT L d � D DITCH SECTION $ICit. N.T.S. 7�i9, 700 695 690 685 680 675 670 3 0+00 705 700 695 690 ;85 680 675 670 1 + 00 2+00 3+00 4+00 C20.0 - STR 24.0 710 705 700 695 690 .: G w 680 ^o I 0675 W ? 670 Ln c G' II O Q-- Q� Z. J I ( ^ c.n if 0 zoo � Z Z C II 0. � j I i C33.0-62' PLASTIC @ ./ G3 0_205 _12 s E i O `n O G O ri II I , ` %r A,)/ CONCRETE NCHORS A L tit REQUIRED JN C31.0 A -7 3.42% 30' SPACIN`- 1 I cn Ol n7 CD r') C) O I� 0+00 1 +00 2+00 3+00 C30.0 - STR 33.0 PAS H p� A Mislowsk,y, J CERTIFICATE NO. — ��Iv O R GIS ER PROFESSIONAL ENGINEER 4+00 Kr n a 705 700 695 690 685 690 0 Cl_ U w 680 685- 675 680 670 675 O �1 O ^ if C') @ C J a� r+) Cy, 0+00 1 +00 C40"0 - STR 47.0 q / � 0 w 655 .__>.�_-_._ 655 U + �o I "V� 650 - I v 650 G� / Q' T11 645.°j°j �____._._ 645 i i 680 640 640 1 C) i , Z p� V) ? 675 635 CONCRETE A CHORS AREJ 635 REQUIRED ON C50. 0 AT I 30' SPACING o�I Cr � f I 0+00 C50.0 -- STR 50.0 49R4PH/0 1 94 CALE - — — 50 25 0 50 100 1 1 - 2 3 27101 REMISED STORM SEWER 31.0 TO 25.0 JDS RAM IN FEET) 1 01 30101 REVISED PER OWNER COMMENTS.. JLC IRAM 1 inch — 50 ft. �• DATE _ �� _DESCRIPTION _i — _ BY CHK' REVISIONS PROJECT NO. gilbert w. clif f ord & associates, inc. Shenandoah University DATE: • _ O1/13/01 Engineers Land Planners • Surveyors Stadium SHEF=7 200 North Cameron St. 150—C Olde Greenwich Dr. Winchester, Virginia 22601 Fredericksburg, Virginia 822 Storm Sewer Profiles PHONE: (540) 66"7-2139 PHONE: (540)898-2115 15 FAX: (540) 665-0493 FAX (540) 898-2115 %E—MAIL : gwcliff®mnsinc.com E—MAIL : cliff ordO1 bigred.comFRcDER/CK COUNTY VI GINI OF top of manhole at snide in pavement areas unless *ow directed ; lop shall be sal 18 min. above grade in eoswsW arena square skid pad 6' thick - �:,��:;; contractor to grout manhole 3" cover in place P 4 bolls (3/4' dia) \ adjustment mqs (I I" max.) l6 max. a �L concrete ASTW-150 or 16"112', (�I jams are to be 9mW with '0' ring gasket POW 301 mastic applied a between pints and on ° exterior side of jl>;rlts 4'-0" pipe to manhoe corbon to be � by flexible sleeve channel to provide a 3' smooth fronsition in to out, --� -0' min. for all connections d-0' max. max.- tirr. , ,fr5 ?+ top of bench -wall grout bottom of manhole •,*• .+;re ,1 �A;�;i: ram; some elev. as to form channel top of (> • eta ' ° ° --------------- 6" bending stone - NOTE, 1 Mx hale sections stall twee an external cooling of approved !litumasdc water proofing prig to installation. ?. h adjustment ek"bon exceeds two inn s use cowrete adjustment mlgs with a exterior coating of bilumastic water proofing. 3. Find slope odjustment of moriwle from may be by shms and non -shrink grout. 4. Skid pad to be placed around manholes located in stwulden of roads. S. Flat top casting shall be used on shallow manhole (6 ft. or less) rLsto!kitions. STANDARD MANHOLE Figure 12 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. e'i1AX. �^ ~ III! nor 4• 3. STAPLE FMTU MATZML 4. BACKFILL AND COMPACT TO STAKES AND MtT61fD THE EXCAVATED SOIL. IT INTO THE TRENCH. Furl► SHEET FLOW INSTALLATION (PERSPECTIVE VIM POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) s umm Adnded erm hkdAu.hm et slum >rMd hhrie flaw wrrim" ffir sm"MmA 11Anhel VA MW RAM 506-2 94cweod aed � 6" dia. schedule 40 steel pipe filled with concrete and painted yellow 9>, 18" dia. , S concrete encasement Tnrust block I /rY of 1 -b BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pod l'-6" sq. x 6" deep 2 min. - 6" screw type mar y \ i stone to be minimum adjustable of 6" above top of base valve box locator peg SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL I CULVERT - �I I �I rTOE OF FILL o i SILT FENCE ' 06TANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION to' ,s• it FLOW if 'VDOT #3, d367, A5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC `I JG _ rip rap - stream see detail _ below - - - _ concrete - encasement v Dul III L ductile iron pipe Rd. FITTINGS AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS WATER IU' 10' top of streom bank rip rap stream concrete encasement see detail below if less than 3 ft. use 0.1. pipe Pope SEWER rip rap to be minumum 6 ft. wide and 1 ft. deep stream bed _i4 (IS 3, t required STREAM CROSSING Figure 4 PLATE. 3.08-1 mechanical joint swivel tee with 6 "' branch SOURCE: VA. DSWC EXCA VA TED DROP INLET SEDIMENT TRAP 1Ww FLOW FLOW SEDIME T-LADEN RUNO F DEPTH BELOW TOP OF INLET: } E D MIN. 1'- MAX. 2' 4- + ^� + + "4,+," + + + + +++ _ + {+ + + + , I - MAX OPE 2. ° STORM WATER WITH -' LARGER PARTICLES LARGER PARTICLES EER SETTLE OUT REMOVED OR DE VATERING i DRAIN INLET II-il IHI -I I SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. SOURCE: MICHIGAN SOIL EROSION AND SEDIMENT CONTROL GUIDEBOOK, 1975, AND US A-SCS I PLATE 3.07-4 concrete pad 1'-6" sq. x 6' deep --- screw type adjustable valve box 36" min. locator peg valve megolugged I megolugs to main -megolug �rV~.i :.�:, ,r�.. '..�:. �.i �,rry• .yt•� fry thrust 18" to 24' block 8 x 8 x 16" solid block (for valves 12' and larger) GATE VALVE Figure 8 cast in place access door, centered in top (see note 1) varies 2' max. at property line (see note 2) roadway box cC 2" type K copper tubing (no joints N from main to curb stop) `saddle with corporation stop 7water main ball valve curb stop with FIP ends, with 2" gate valve operating nut CUTOUT DETAIL typical Ford FC HH 77 HC-158 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts 11-solid support blocks under custom setter 6" stone bedding NOTES: 1. Access door shall be by Halliday Products or our approved equal: 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 piping shall run from one foot beyond sidewalk, 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 SOD DROP INLET SEDIMENT FILTER ----------_ r- FOUR I -FOOT WIDE STRIPS OF SOD ON EACH SIDE OF THE DROP INLET SPECIFIC APLLICATION THIS METHOD OF INLET PROTECTION IS APPPLICABLE ONLY AT THE TIME OF PERMANENT SEEDING, TO PROTECT THE INLET FROM SEDIMENT AND MULCH MATERIAL UNTIL TO VEGETATION HAS BECOME ESTABLISHED. PLATE. 3.20-1 SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Jill PLOW III 4' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL Jill FLOW i EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IVMA FREE SOORO from IodeDetion of Straw end Fabric Fflter Balrm for Sediment Coln" PLANS. 3.05-I 3lnoei ! PLATE 3.07 Rxnfe 8.+�s,r _ } ` 2 '5 F' <aDw PSI i Lira „•... rs C.rus.t,+rd Stan+.--.-- 1 X tml 10' o >I CAREFULLY CO,NPACTED SELECT SACKFILL Ci 0 STONE AGGREGATE STANDARD NOT TO SCALE TRENCHING AND BEDDING DETAIL TEMPORARY DIVETRIS)ION DIKE SOURCE: VA. DSWC Comtiactecl Soil 4.5' min. PLATE 3.09-1 _ DEPTH � 2 gEA I� ORIGINAL GROUND ELEVATION HEIGHT VS. WIDTH REQUIREMENTS 1' B ELEV DIVERSION .,-- DIKE COARSE AGGREGATE C O R EXCAVATED r COARSE AGGREGATE SHALL BE VDOT #3, #357. OR /5 \ ® TEMPORARY SEDIMENT TRAP; VESC 3.13-2 NOT TO SCALE SED. TRAP A SED. TRAP B SED. TRAP C OUTLET WEIR LENGTH, A 6.0 6.0 6.0 TOP BERM A//Q TH, W 4.5 4.5 4.5 RIP RAP TOP WIDTH, 8 3.5 3.5 3.5 HEIGHT TO OUTLET BOTTOM, Ho 4.0 4.0 1 4.0 HEIGHT OF BERM, H 0 5.0 1 5 0 1 101126101 REVISED PER ENGINEERING COMMENTS No. I DATE DESCRIPTION REVISIONS _ niverslgilbert w. clifforal & aBeociatee, ine.�%n A. Mislowskyr. oCERTIFICATE N0.Shenandoah Stadium i° 74 Engineers • Land Planners Surveyors GISVE GE RED 200 North Cameron St. 150-C Olg, Greenwich Dr. Miscellaneous Details PROFESSIONAL Winchester, Virginia 22601 Fredericksburg, Virginia 22401 ENGINEER PHONE: (540) 667-21.39 PHONE: (540) 898-2115 FAX: (540) 665-0493 FAX: (540) 898-21 15 F-MAII nwcliff0mnsinc.cnm F-MAIL cliff ord®1 binred.com �r\ EDERICK ON r/r V1RGIV' A LC RANI BY CW'D. DATE: NOVEWER 2000 SHEET 7 n� E 1 , � I 4'FENCE Q FOUNDATION \\ (TYP) 128 S.F. ELECTRICAL EQUIPMENT SHED BUILDING HEIGHT— 6' F-ENC;E TRA N SFORM 6' MAN —GAT FINAL SITE PLAN AT --Q I En ELECTRIC CONCESSION AREA EXISTING STORM DRAIN _ Q i z' GA. T o © z Lu z 680 ----------C.� � a EXISTING FIELD LIM+TS EXIS TI NC PRESS BOX 0 I —TO BE REMOVED �— EXI S T-I IS BLEACHERS 678 _ 1� � EXISTING STORM DLAY/ o 682 � o -- _- _ — +, __ E ��o cd AA:�. _ E-A- _ - FENS U) L U) LL 4, �N A �. 1500 S A Ts - _, -- -- - \_ �� — 1 �, d co W 3 cz 20 FT. - 4„ SDR; 5 @ 2% • o ASSUMED S/W/ ELV.--100.0 WITH WATERTIGHT `.,PLUG 00 STAIRS UP EXIST SIDEWALK \ 30 FT. - ,, SDR35 '` � 1 `C _CONCRETE WITH WATtRTIGHT P�.�JG. ASSUME S/W/ E,LV. —100.0 s , � 2, � � � � 1 L 0 Y WALL 1 PRESS BOX 12.0 o �, 8 FF 02.5 N WOMENS e o 62.67' RESTROOM �EW�R LATEf3AL x 1224 SF P PROPOSES 6 ---- i �� `� o __---- n� l o, SIDEWALk .o FF=100. 0 � ;I o SS s SE R �I C °° g s o F R // 3 SS -` 34 WA 7 /� F,, E5 2 +' y E 12' GATE EXIST SIDEWALK _— _— Z4—. — LL 8' W GATE - � �� ' N 2� i F T. ROAD (PRIME & DOUBL_E— T / ----- -- ----- ---- -- --- o o Z d\J a O W F r Q F NLj Ow —_ —- -- -- 00 -- -II- --- a LMH 5 low RIM=689.00 8 HANDICAP SPA( E_� INV. OUT=681.00 '- WITH SIGN AGE (2) IN IN= 681. 20 _X. PORT—A--JOHI�JS sT T REMOVED 00 BE w Q J CL N q w q o W �? TR 3 3. 0 8.4 ACRES REMAINING FOR FUTURE DEVELOPMENT NO PARKING SHA1,L OCCUR IN NOIN DESIGNATED AREA 7)4 w � o �w1 � o SCALE 1 '=20 DRAWN BY: RAM PROJECT NO. DATE _ 128/02 SHEET 1 of 1 4' FENCE C c^ r i l FOUNDA Ti ON ; \ (T YP) 128 S.F. E-LECTRICAL E PMEN T SHED-----�—� Q UI BUILDING HEIGHT— 10 6' FENCE TRANSFOF 6' MAN-Ga- i FINAL SITE PLAN APPROVED O ,TIE_ a0Oo? 1TE MAN �R,?VED 3/2,5/02- �Z � AGATE 805 S.F. SCOREBOARD 35 FT. HIGH ExisriNG FIELD L,Mr,-- EXISTING STORM DRAIN EXISTING PRESS BOX TO BE REMOVED EXISTING BLEACHERS % 678 / - i EXISTING STORM DR,AI _- _ a ------ -LEA FENCE EXIST TELE1500 S VAUL 1 aTS __ ---------__.-----._ __ . - _-, -- -- -- — 20 FT. -- 4 „ SDR35 ©2� f — ASSUMED S/W/ ELV —100.0 ASSUMED S/W/ ELV. -100.0 WiTM UiIATERTIC;J-fT ,PLUG EXIST SIDEWALK STAIRS UP EXIST SIDEWALK STR 31.0 ASSUMEDs w/ E V--1oo.0 ° 30 FT. —6" SDR35 4 17. CONCRETE KITH WATERTIGHT PL�JG. — T ° WALL n IZ' r) ° D p 12 p PRESS BOX 12 0' ° ,2 ,, D ° ,2 Y D ° cp qwwmal �kh 0 �1, m PROPOSED U/G ELECTRIC CONCESSION AREA �Y `12.0' =' 6BLDG HGT29 10 ' D Clo' 1288 SF WOMENS w M /' FF=102.5RESTROD o 1224 SF E 1224 SF p co «�D FF=100. 0 °� o ;10, s ® WALk ° D DU o FF=100. 0 ° o ° 34' °JF ° D SS 34' D W — — - 2 ' — -- -- — — D n D O EXISTING FENCE 12' GATE O — e— - - Ln 00 8' W E - 0 GAT�� 0 O �o \j,� EXISTING STORM, DRAIN c- N TE EWER IA RAL OSED 6 6 + pS EXIST SIDEWALK � �fitlC-� Z cr 682 �. u cod �-H o a Ln LL �n w d w � 3 Q� aA ° C -' 3 00 +' y i a _ ci w b� 20 FT. ROAD (PRIME & DOUBLE —SE L) -,0 ----------------- -- — `� 3 z jQ z --,T- \� 8 HANDICAP SPACES WITH SIGNAGE S TR 32,0 EX. PORT -A -JOHNS ) 10 8E REMOVED EMC VED TR 3,3- 0 � 8.4 ACRES RE?�1AI�`�I�'C FOR FUTURE DEVtIOPMEN NO I ARKING :;HALL OCCUR NON DES1GAaTFD AREA (t4 I I IN rnujIh��w�w Z a��cc&w 6 o u M a MH 5 BRIM=689.00 ---- INV. OUT=681.00 (2) INV. IN-681.20 O w � q O -1 w � G w r� v� G SCALE 1 '=20 DRAWN BY: RAY PROJECT NO. -- DATE 1/28/02 SHEET 1 of 1 gilbert w. Clifford & associates, inc INCORPORATED 1972 Engineers — Land Planners — Water Quality memorandum To: John Trenary, Frederick County Building Inspections Jeremy Camp, Frederick County Planning Department From: Mike Hammer7pdu- Re: Shenandoah University Football Stadium Site Plan Date: September 11, 2001 Please find enclosed for your review and approval two (2) copies of the revised site plan for the above referenced project. This site plan was revised per comments made during our site meeting on August 15 and reflects as -built information regarding the facility. The University is scheduled to conduct fheir first football game on this site this Saturday night September 15 so a timely review of this revised plan would be appreciated. We will be available to meet with you at the site to review this plan if necessary and do not hesitate to call if you have any questions or need further information. Thanks. cc: Gene Fisher, Shenandoah University SEP 112001 -®T OF PLANNINGIDEVELOPMEN7 117 East Piccadilly Street, Suite 200, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-mail gwcliff@mnsinc.com Member American Consulting Engineers Council 1 PROJECT SUMMARY —STADIUM PHASE TAX IDENTIFICATION NUMBER 64-A-110 TOTAL PARCEL AREA. 18.43 ACRES ZONING HE ADDRESS 1460 UNIVERSITY DRIVE CURRENT USE VACANT PROPOSED USE STADIUM EXISTING LOI AREA 18.43 ACRES DEVELOPED LOT AREA 10 ACRES SETBACKREQUIRED PRE FRONT 35' 51' SIDE 15' 102' REAR 25' 110' BUILDING HEIGHT 45' (MAX.) 12' FLOOR AREA 1970 SEAT STADIUM DEVELOPED LOT AREA 9.9 ACRES (PHASE 1) LOT AREA DISTURBED 10 ACRES —A KEN REQUIRE PROM STADIUM (1970 SEATS) (1 SPACE/4 SEATS) 493 STUDENTS(2300 STUDENTS) (1 /4 STUDENTS) 515 - TOTAL 1068 1160 PARKING SPACES PROVIDED ON CAMPUS HANDICAP SPACES '12 38 LOADING SPACES 1 1 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY ►MLL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE, 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCK AND Al 17.1-92. 4, NO STEEF SLOPE, WEIUNDS, WOODLAND OR OTHER ENVRONMENTAL FEATURES EXIST. 5. All FIRE LMES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND AIDvESSI&E ROUTES MAY NOT 4AVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 45'. MAX. SIGN AREA= 100 S.F. 10.TENTS ABOVE 900 S.F. AREA REQUIRE A BUILDING PERMIT. PLANTING SCHEDULE SYMBOL COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANT111r PIN OAK 2" CAL. A 6' HIGH AS SHOWN 8 - RED MAPLE 2• CAL_ 4 6' HIGH AS MOWN 8 LEYI.AND CYPRESS 4' MIN. HEIGHT 8 FT. O.C. 29 *ITE PINE 4' MIN. HEIGHT 5 FT. O.C. 78 Parkin : During football gages, which occur on Saturday evEnings, the only required parking is that for the student bocy and the stadium. The por4g calculation indicates adequate parkinq exists on the compus to support the student and stadium needs. It adegaute parking were provided at the stadium site, 11 handicapped spaces would be provided. This plan ++rill provide 11 handicapped spaces at the site. A dedicated p)rkinq facillity wil' be provided with the next developed phase. PARKING LANDSCMNG PARKING LOT PERIMETER 598 FT. PERIMETER TREES REQUIRED 15 (01 /40 FT.) INTERIOR TREES REQUIRED 1 TOTAL TREES REQUIRED 16 TOTAL TREES PROVIDED 16 PARKING LOT LANDSCAPING REQ'D. ----- 1,595 SO. FT. 0 5% _LIGHTING LEGEND STADIUM LIGHTING 70 BE ON 80' & 55' HIGH -- ' POLES. LIGHT FIXTURES WILL BE FURNISHED WITH CUT OFF FIXTURES TO PREVEN7 SPILLAGE OFF --SITE. s p 20OW HP:; ON 30 FT. POLES. LIGHT WILL BE FURNISHED WITH CUT-OFF FIXTURES TO PREVENT SPILLAGE OFF -SITE. PARKING LOT LANDSCAPING PROVIDED — 3,525 SO. FT. Structure shall comply with Yroia Uniform Statewide Building Code and Sections 303, Use Group A, Assembly and Use Group U, llt6ty of the BOCA National Building Code/1996. Other code thot applies is CABO A117.1-92 Usable and A.ccessable Buildings and Facilities. A separate permit .ssuee by the Lord Fairfax Environmental Health District office wil' be required for temporary restroom and concession facilities. All maintenance and game equipment to be stored at the existing facilities or the main Campus. This plan conforms to the requirments of Faster Development, Plan 01-9', revised 01-00, All Phase One improvements are shown. Future deve.looment of accessory structures or new facilities on tie remaining 8.4 acres will require a separate site plan application. irrigation sauce to be Abrams Creek. Separate withdraw permit required. No dumoster #4I be required with tiis Ievelopment. All trash will be removed by rr:aintenance personnel. 61 30 I X7 SOT CG-6 NTH r REV. GUTTER SLOPE EX. GRADE UT CG-6 5' cohauE SoEwkx 12 W• _ � ---.-~-- M 2' STONE BASE pp /� / `'~�- r 8' 216'- -- 12' STA. 17 +50 TO 21 +41) 6' /- REV, GUTTER SLOPE \ PROWX 3• GAP FOR �' J `cv FUit1RE PA�E�ffI+fT 1 80WOUS PRIME AND NNW MUBLE-SEA. MACE �--� STOW BASE 5' OMM � 12• 8' 21 B -- TEMPORARY LOADING AREA ALL LANDSCAPING SHOWN MUST BE INSTALLED AT LEAST 5' OFF OF EXISTING 12 WATER MAIN. \ Cs f "CAOTION PEDESTRIAN — CITE PINES CROSSING' SIGNAGE �) -}1^ ( 4' MIN. HEfGHT (TYP. OF TWO) pp I A T PLAN 11NG Ex. Water "PEDESTRbAN C'RUSSINGI �\\ / 5 5' 7' 5' 5' 5' 5' AHEAD" SIGNAGE F� t ,-- - �•=' ® \ F9 ) TREE PLANTING DETAIL i p`$RA 556 '38'11 •E 1.3.sr' N?214'34 "E 22. 06' N2027 27 25.7E?' u, 200 Y� 13 F��ti i 4 A �- ��,. ,SHEN,41V501 H COL L EGF, PA R+�i L_ L 6 FT. SIDEWALK. 11 ✓ \\ 1d, \ \ \ N /F PEMBRIDGE HEIGHTS ,\ c,tiTE � 2`2 (,ATE 4' FENCE -\ PORT -A -JOHNS ZONED- RP 4' GATE 6' CHAIN LINK �EvCE X x----- �� T USE: RESIDENTIAL / METAL BLEACHERS C7 ❑ 0' 470 SEATS — a_� : a \ CG - 9B \ V EXISTING CONC, PARK94G S&ICE �c 6.0 BLEACHER PAD OF 6 r"t N _, E EXISTING STORK! DRAIN - 1 jig PICAt a t ---- �. - X _ \ 4 CHAIN LINK FENCE Q C, % z 12 DRIVEWAY' «.` I (PRIME AND DOUBLE SEA) � �- _-- END ASPHALT ' IN L 6CHAIN INK FENCE--, ? � 805 S.F. SCOREBOARD = t; 35 FT. HIGH 4, CA - f, EXISTING STORM DRAINwoo \ �• \ ...\ 20' WATER IAE7AL BLEACHERS NA,1 INN EASEMENT 1500 SEATS 4 FEN �OUNC�A �— \ t• CONCRirTE �\\ �� ION-- \ \ (T-PJ - - --� WALL \� Cy Igo,! — "CAUTION PEDESTRIAN 2' GA CONCESSION AREA PORT -A --JOHNS STOKE DUST �CROSS'NG' SIGNAGE F#� SURFACE .fJ _ --FIR' LANE %2. 9 6' FENCE - % ! \ti 20 FT, ROAD (PRIME DOUBLE DOUBLE --SEAL) TR,i,NSFORME4` IQ- 128 S.F. ELECTRICAL Ea'1IPUENT SHED _ O �BUILDIMG HElr.,HT=10' SPED KING S113WE \ PROVIDE 8 TEMPORARY (TYPICAL OF 7) - HANDICAP SPACES l 12 GATE END PRIME & SEAL SURFACE ­j \ GRASS PRACTICE AREA _� \ _ � 50' PRNATf INGRESS \ �.�i V L I,��V C, . EGRESS EASEMENT \ �C L � INGRESS/EGRESS - 8.4 ACRES REMAINING EASEMENT �• �� �'I -; LE FUR FUTURE DEVELOPMENT riECEIVED \ NO PARKING SHALL OCCUR IN \ NON DESIGNATED AREA SEP 112001 -9T �,r 7VELOPMENT EX. GRADE-� `� I•.i. , PV T H OF 1,14 �- - IRor.old A. Mlslowsky, r - O CERTIFICATE NO. - \ 020574 y \ \ — 8' 216 REGISTERED PROFESSIONAL TEMPORARY ACCESS ROAD ENGINEER .sAAPH/CSC.4LE 561 25 0 50 100 /N FEET f inch - 50 fi, ' NO. DATE I BY___�_C'HCD. REVOON3 Nam. gilbert w. clifford { '�, & associates, ine. Shenandoah University- ,y �- DATE= Engineers Land Planners Surveyors Stadium SHEET 200 North Cameron St. 150-C Oide Greenwich Dr. Winchester, Vrgoia 2260' Fredericksburg, 'airginia 22401 Site Plan PHONE. (540) 667-2139 PHONE: (540) 898-2115 FAX: (540) 665-0493 FAX: (540) 898-2115 E—MAIL : 9wdrff4mnsinc.com E--MAIL . cllffordAtbigred.com FRE-DERICK COUNT;' J GENERAL CONSTRUCTION .NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, 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 en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The cantracTor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall 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. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. CITY OF WINCHESTER 1, Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. la. Contractor shall provide the Public Utilities Dept. 24 hour notice prior to tapping existing water mains. 1 b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and provide assistance as necessary. 1c. Should maintenance of water or sewer lines withing existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VD0 ) 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 rl 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 floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Des�gn features relating to construction or to regulation, control and safety of traffic may be subject to change as eemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision wil be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9, The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12, Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT, Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13, All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All road wo fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95q 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 rigght-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency, sholl be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement morkin�s must be installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. Stop signs sha be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O,T, residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unito and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-101 certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stern depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office, In addition to checking stern depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 21. Approval of these plans shall expire three (3) years from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. 00-1%i ubdivision Desi*gn Plan ENTRANCE AT TULANE DRIVE Shawnee Magisterial District Frederick County, Virginia TIT 64 ((A)) 107 Zoned: RP and B2 Proposed. Use: Secondary Entrance to University Stadium and. Future Athletic Facility VicinityMCI Scale 1 "= 2000' '..�V17 "f ' t�M1n , d't Engineers * 0 •, _ Greenwich Dr. Fredericksburg, t 0 . .' , EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. 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. 5. 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, 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" 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. THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS, Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 P.O.0 Gene Fisher (540) 665-4527 a$SOC1atC$,, lilC. 0 Water Ouality Wr L FAY .1�, .■ f��;'. . . - � I werrr.710 RESPONSIBLE NAME: CERTIFICATION EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 9 COVER SHEET 2 PLAN & ROAD PROALES 3 SITE DEVELOPMENT PLAN 4 STORM PWLES do MISCELLMEOUS DETAILS 5 MISCELLMEOUS DETAILS ALL ROADS PROPOSED BY THIS PLAN WITHIN VDOT RIGHT-OF-WAY ARE TO BE BUILT FOR ACCEPTANCE INTO V.D.O.T.'S SECONDARY SYSTEM OF HIGHWAYS. -- GENERATION EDITION DEVELOPMENTTHIS SITE AT F=ULL CODE:WOULD GENERATE 100 T.P.D.0000 PEAK) USE s OWNER'S CERTIFICATE I hereby certify that the property contained in this Subdivlson is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date Approved by Frederick County Subdivision Administrator ONALDA. ISLOW N MSKY, JR. Z ■ 0 rr 20674 lect rp 4 � 000hele-t Ne 1pw%b,--r °F� SSIONAI 1 0} 5 REVISED 5-23-03 - PER REVIEW AGENCY COMMENTS- BY J.D.S. REVISED 7-14-03 - FOR CLARIFICATION - BY J.D.S. Dote AUS 0 b L"I,1)3 Y" /f CONNECT 7'0 EX_PAVEMEM � 04 MATCH LINE` AND GRADE PAVEMENT OVERLAY AREA TO CONNECT TO X, PAVEMENT\, aw G00 TRANSITION :FROM EX. ROADS TO $ MATCH LINE --AND GRADE , '-- �o a END OF NEW CONSTRUCTION. ` I - �� \ CURVE D (SEE PROFILE FOR DESIGN) SPLIT FOYER i BRESNAHAN, V.A. \\ R=150,00 FRAME GRATE tr PIN 64A-8-3-35 w b (..__._ ZONED: RP O L=56.55 / DWELLING INV,=709.56 1• _ RUTH S. LLOYD FFE 717.10 �� Tan-28.� ° �� I 1; ZONED: RR s� �yr'''zio Delta= Y3608" /,✓ �� n �°�, � sdo , � i 56. / () \ / ^.'//s�bd ti�oypep`f�J 3/a" GAS LINE: *`� \N 47'2s E EXISTING ROAD /A � SERVICE STUB TO BE REMOVE 15" c"" INV. (7n.13) c3�\�� (AREA TO BE: SEEDED INV. (717 54 -- �\� n \\ MULCHED IN ACCORDANCE IM=718.76 '- ti . _ PRICE DRIVE (ROUTE 1248) WITH GEN. NOTE 5 -. ac . f+n.o �=� - '�� I=lo.6s..1 150 AADT- N01'3530'E bt'S9+t �i NPGSTE9 2 ,MPH SPEED LINT) h _ _T2- C (1�1 _ �J � ;_4� �.,SETvfR v h� 709.23 EX. 4" PLA. GAS MAIN \ �. ; . • ' ` - 1 Q 1. PIN 64A-2 2 (APPROX. LOCATION) \, \ ��. ♦ • : • : .. \ t+' f0 A� MARVIN FLEET ti CURVE C \ Q ♦ �` \ GRATE (713.14) / Gj ° ZONED: RP R-100.00 I \ 4 L u = - 44.2 i ' � Q � '--•,._-• Tat 2.47 25 19 49 85 \ a E~sxr f . ,� - , sos..o 4D3I POND. \ ,g / / �, ; /- . �_• ,.-'' 1 \ � �. `ter ` ' o _ �� "------•-. _ c� V .�' 0►,10 \ I : WIDEN PRINCE jMouLL� `� g Two STORY ON (TO RWIN) \ s �. o� '� m t FRAME DWELLING \ •'• •••- FFE-725.05 G R S S co P ,CEL "A" � , ..� : ; \ � , 3 '� � PIN 64A-2-13 r PIN 6�,,-A-110 �h M i ° RE-ALIGN-1GN._eX. - SA W FLEE] 13 SHENANDOAH t)NIVERSITY `- � ' ' ; : ; i � ZONED: RP w PIN 64-A-109 10' 1 PR5T _ $ c� � DB 624 PC3 504 � � INTERSECTION SHENANDOAH UNIVERSITY PR POS D RIGHT-OF-WAY ZONED: a ,' v DB 798 PG 1664 eo 0.21 A TO BE - b r w a e ZONED: RP a" a °1 I RED DI ATED TO CURVE A � . �Ot�71 0 WEALTH OF I r.TY IUAL . :: ._ _ `' .. , _; _ r 4 Do - `'� ,aee 'X3 £0'GGl 3.S°.S410 R=225.00 �LIBG NI,A ``, :'�':. ; ::::. ; .: ; : ; :: t TM" L=102.75 Tan=52.29 t1 i\ YQ ssn� xa EX 2'PLA Loa1- Delta=26'09'56" t0t.86 I \ / + ONE STORY . • • . • . • . . . . . . . . . .:. . . 4+Od ; : ;'.: . • : • : • : • f 1Y -�-} 1 0. • i35tO� ,� t . ,. _ ._-- _ ....... .. _ _ ._.._ .__._ _ _ __.._ _._ _ _ � Ip._ _. 38+00 FRAME ACCESS EASEMENT S 10 30 53 E So a3sa SrrpN- - -- i 36�- 5�R7�T TAPER cARACE REQUIRED \ :2 - 3FT o lQ FFE=722.27 V � s �� VA. SEC. RTE. 797 j870 MDT_.- _ H "�1�� •-�{' P,f'OSiEfl SfE-tL1T1 • o _ --- _ C' -- WIRE FENCE 45 :e`3 • ROKEN AS _ �Rlt,=724.11 fi J 8 -(APPROX. LOCATIO I 7 PAVEMENT - M _,.. `#z - NG o r !afC : , , �i . _ &r7- U m VAMT A„ t. SEE SECTION ON 1 SHEET 4. t7:. END VDOT BENCHMARK 721.c - - N ,' . _ �- / f `mac % ' / OP OF FH "7142 m M. O LIDAY INN 8 EX. 10' R RIGHT-OF-WAY T / �I f2ENCE CENTER `e a G : ; f✓ : ; : ; :::: W/L ESM /W ELEV.=723.33 %� /:' // \ DB 335 PG 546 DB 372 PG 237 \� / ZPAR("EL "A" c/ / PIN 64A-3-A erg LL11 PIN 64-A 110 ~ - SHEN. GAS CO. to, R/W- "^ APPLE BLOSSOM PROPERTIES Z :rai WATER _a DB 648 PG 534 I / SHENANDOAH UNIVERSITY a / LIMITED PARTNERSHIP 1 DB 624 PG 504 `d PARCEL "B" / METER VAULT EX 2' PLA, GAS MAIN ZONED: B-2 / PIN 64-A-107 HOLIDAY INN (APPROX. LOCATION) DB 595 PG 295 / APPLE BLOSSOM PROPERTIES / CONFERENCE CENTER �� N ASPHALT TENNIS COURTS LIMITED PARTNERSHIP / FFE=726.86 fl CG-12 RAMPS TO BE INSTALLED AS W/ CHAIN LINK FENCE IDS 624 PG 504 CURVE B ZONED: B-2 R=225.00 Ifl /�l DIRECTED BY VDOT INSPECTOR. Ta9850.27 THE CONTRACTOR WILL BE RESPONSIBLE FOR Delta=25'11'21" PROVIDING STREET SIGNAGE AND STOP SIGNS 98.12 / NI1*00'11"W t/ AT THE TULANE, PRINCETON; THE TULANE, HARVARD GRAPHIC SCALE AND THE HARVARD, PRICE INTERSECTIONS. 40' 2o' 0' 40' 60, I INCH = 40 ft. HOR/Z. 1 INCH = 4 ft. VERT. 725 720 715 DATUM ELEV 710.00 PVI STA = 0+40 PVI ELEV = 719.38 A.D. _ -0.33 PVI STA = 1 +00 K = 150.51 PVI ELEV = 717.93 50.00' VC A.D. = 1.91 K = 26.16 50.00' VC p c) LO r7 06 Ln 00 i m r + f i m� � w 1 LQ w I - . 50Lr CL f\ STA: 35 F39.79 TULANE DR. CON O N O 00 f� � a; D1\ LO ca o 00 C6 r\ r\ r 0+00 0+50 1+00 PRINCETON DRIVE CONTRACTOR SHALL VERIFY LOCATION Of EXISTING UNDERGROUND GAS AND WATER UTILITIES AS A FIRST STEP OF CONSTRUCTION AND COORDINATE WITH THE APPROPRIATE UTILITY TO ENSURE PROPER PROTECTIVE MEASURES ARE UNDERTAKEN AND CLEARANCE TO PROPOSED STORM SEWER PROVIDED. AREA SUMMARY LOT EX AREA PROPOSED AREA 64-A-110 22.40 22.28 64-A-109 0.62 0.62 V. D. 0. T. R. 0. W. 0.22 TOTAL 23.02 23.02 LEGEND PROPOSED PAVEMENT ......................... ........... .................... ..... . .............. . PROPOSED CURB & GUTTER .............................. UTILITY PEDESTALS ...................................... FT 0 EXISTING STORM DRAINAGE & STRUCTURE . • .... • •' • -' .. • PROPOSED STORM DRAINAGE & STRUCTURE • . • .. • • • • ... • . • ------------ EXISTING WATER MAIN ...... ........ ..................... EXISTING SAN, SEWER AND MANHOLE •---•--••-•-••---•. PROPOSED SAN. SEWER AND MANHOLE -------------•••-•- DRAINAGE FLOW ....................................... EXISTING GRADE ..................................... PROPOSED GRADE ................ .................. PROPOSED EASEMENT AREA PROPOSED SILT FENCE ---------••-•---•----••-••---• SF CONSTRUCTIION ENTRANCE . . ........... . . . ........... z{ RIP RAP CHANNEL LINING ........ . ........ . ......... SILT FENCE INLET PROTECTION - • • • - - • • - - - • .......... Ip ROCK FILLED CHECK DAM .............................. RFCD Storm Inlet Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type 1 7019.95 709.95 -- 714.00 MH -1 2 711.00 711.00 -- 713.50 DI-1 3 -- 714.10 -- 716.60 DI-1 4 713.90 713.90 715.70 721.00 DI-313 5 - 716.80 -- 721.00 DI-36 6 716.00 714.60 -- 720.00 DI-2C 7 717.25 717.25 -- 719.75 DI-1 8 - 717.10 -- 717.10 ES-1 EX DI - 720.04 -- 723.40 DI-1 Outlet - 712.40 -- 714.00 EW-1 mod Throat 6 8 6 EX P VIDE 1.5" SM-12.5A,3" BM-25.0 AND DEPTH OF 1A NE ESSARY TO TRANSITION F M.-T(ICA _DffE TO PRINCETON DRIVE ST . 0+90 725 720 715 710 DATUM ELEV 705.00 r. PVI STA = 0+50 PVI ELEV = 714.38 A.D. = 1.45 K = 34.49 I + - -- I zy rd- fi-- i II Ild n j o ( � - m, i 2.23% ~ *CD -EX--T„__ 0 S A: 0+00 ELEV. 713.74 L. HARVARD DRIVE C Lj 0 r f\00 N� .n ON Q) 0)tF �) r; n K; -t W) L6 � (6 r c6 00 0+00 0+50 1+00 1+50 PRICE DRIVE 50.00' VC PVI STA = 0+50 PVI ELEV = 719.43 LO LOAD. _ -3.10 cN + � K = 16.15 725 _...__._---c'Lij cri m i o 720 715 Iwo C3 71 PROVIDE M-12.5A PAVEMENT OVERLA TO TRANSITION FROM . HARVARD DR. AT 1 + 72 TO--END-.--( F--NEW--C NSTR- -A . -1-+45. --. _-- -- - 50.00' VC PV_I_S_TA = 1 +50 PV1 ELEV - 714.25 A.D. = 1.65 K = b0.23 N �12 /A\ I S✓rA: 1 +64 0 U ot� at� Q� Cl:: mC6 vS cri c.,•i Q, Q) o �w U) Lz z Z g C z N Z o v (n W a z z z w w w (:S U W O o Liz- Li_� 0 Q a O 21:, LLl) W o Q) Q) Q) Q N O O I I I I Z Af N N d tp1 NhLfitJ U 2(CAI c _ (n rn v E }� a rn Q) > LLI a LU -I U L. ^ S a o U) W o L C C a 0 co Y x (i U) a N E 00 c N 01 3 � 4_j f� 'co)'� d c')� L rn 4) W .a o 00 C) d x a o 0) O i tL u V U � fi>u:a 1A \GIN � T 3 0 a< 0 wIt wow V. 713.74 wow vo vfwz a: j d �Q cq Uj0w IVE C U �N 0 O�WO� 705 v 1 L� CF) Q ar) cr) c-) ~ `U arr\t I - I n �ON'1- N L)O I OLO 1�4_r\ n rI 0-3� � 6i� co S L6 is ti,6 f f -MF� r,� r r" f\ f^ h 0+00 0+50 1+00 1+50 2+00 HARVARD DRIVE Req'd Min str top str top to cul inv to cul inv Culvert Summary out (ft) out (ft) Culvert Inv. In Inv. Out L(ft) D(in) S(%) Type v 4.0 3.1 1 709.95 709.56 64 20 X 13 0.61 EX, CMPA Q 2.5 2.4 2 711.00 709.95 41 15 2.56 RCP L,J 2.5 2.4 3 714.10 713.50 92 15 0.65 RCP 7.1 4.2 4 713.90 713.50 65 18 0.62 RCP SCALE: % 40' 4.2 4.2 3.9 5 716.80 715.70 40 15 2,75 RCP 5.4 3.9 DRAWN BY: LJDS 2.5 2.4 6 714.60 713.90 100 15 0,70 RCP 7 717.25 716.00 19 15 6.58 RCP PROJECT NO. -" -- 8 717.10 715.00 29 15 7.24 RCP DATE: 4-29-03 EX 720.04 717.25 141 20 X 13 1.98 CMPA SHEET 2 OF 5 Outlet 712.40 711.00 60 12 2.50 PVC i­_,__1..11.____ . ... ... __ il ,",� ! _­ : ­­` , 0 " __ 11 - 7 CONNECT TO EX. - _PA -1-1.1-- I __ - ----- .____.___ PAVEMENT ."..-I . ........ I i-I I. _ - I // to ' -P_ A MATCH LINE AND GRADE / 0 / / // 00 r , -.I... . PAVEMENT OVERLAY AREA TO / .0,7 D I " .� I \ I z \1 �1113_ /' .� A i I I "I ". * : . " . \ 1. ! TRANSITION FROM EX. ROADS TO // , I *.: - . ; I / C/ i ,-----,------.-.--..-,-------------�----- 1� . - : . I ; .. .> CHANNEL ZININO, W i \ \ i 1-11 � , __ 0 . / , I , I I . ___t / I / 1, �.. ,� - -1 I . , I " i \ ..* 0 E V'V 1, I•� MATCH LINE. AND GRADE (..) . ( P .. ) ,� , � "o . . . I .. , . : \ I , � , 1, . I " / . .. . i N I%- _? k" 1 _6 / . - / . I. �, . � 11 : CURVE ,-\j ) , I 1�(SEE PROFILE FOR DESIGN /I * I i D ' / ,�/ /� ,­/ I �� PIN 64A-A- I \ "I .il '( 11: 8 ; i \ \\ ;0 I I ;• \ ; ! � V ,O I ­ 11� 11'1_111 1, V 01>. .1 / . .. // > ! I \ SPLIT FOYER i ; 0 / / � '0�, ; � 11 I " -,!- .0P , /) .. - \ R= 150, j � ,>, k�� , - - .. 1. I ) I k--7 ,,7 4,V / / I i �p % � � � -\I , / � '01 / : " \ F BRESNAHAN, V.A. GRATE - \ I 0- ­ 00 .. -- , / ­ C. I PIN 64A-8-3-35 I/ " I/ .. / / ,e Vi 11 : � . & 0/ 4YN;a / 11. , I- 0 L=56.55 . I �, 01VI - ! 1�__, � _�_ I ,.�,,N, ,,, / ��,;y -P , ' ; . - - I / - 1 � z ZONED:RP INV.' 709 56 11 -��,,_. I I STANDARD DITCH SEC TION DWELLING : \\ - - I I 1, ­­ ��141 RUT / * �­ . S. LLOYD I/ . - . (! I I" �. ,� I. __-, / �� , . 1_1 11. � ,:-'' I i � I \ F, : "/j / ­ ­ ) I ,--,' -, � 17.10 � � - �', � =28 1 / ." : , . , FFE=7 a, 11 Ton=28. / I I ., I \ . 1. �2'1, ! I I ­ �­ I I � , 00 , *"I�,6? / i � ,,,, i� . - I " I , \ 1� 111. .. . I , I . : I - ­\ . I � - f , , 7's , I " 11. �? .�\" I I Al � ��.,i ,,--,. ZONED:RP 4 - . C-Q IN i -\Ifl� . ... . . . / 41 I\j') _ . ,�, I � - "'q - k / " 4 / / ; I � I . .1� .. ... k�, " . : . , . - / \ � ,,-I I \ Y" * \ , 1 , , N�_ p Delta - 1*36'08" . . ­11, I I \ , , , I .- �� k, . 1*� I-,' � . I . � 11 11 �_, . " . . � '� . 1)U. , I \ I _ i / .� ,q:z I 0 1� I �, . �. k", i / ,.,. , A3 1'�4�11 ` 0" I k * � � I I " , / I /`� ) . . / .'.,� I I I 1. , r" � . . . / I I'll .1. 1-1, -:� I . �/- . I k I � I G�- \, :�_,� I *47'26"E I �_ .�kl) u � I /g. �1,0 . - - .III'-- 3/4" GAS LINE �<,".:t ___\ I / I ":�' - \ �; - , , -,, � . I �6 0.10 � \ . */ ,;". -t - \ \ / k � _,111 I 1. U ".. . : __4 'I , .4-A . N I / Q"'/ k t' I I -- ­. 10 0 . . . 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I 1h / k , Ditch Detail Summary Ditch `1 2 3 Road or Lot Harvard DR Harvard DR Pdnceton DR Begin Sta 0+75 0490 0+30 End Sta 1+40 1460 0+45 Side North South North Ditch Type V V V B = Base Width (ft) 0 0 0 SS (0) 3 3 3 d = Depth 2yr + 0.5(ft) 0.7 0.7 0.7 D =Mini ditch depth (ft) 1.5 1.5 1.5 Lining Type EC-2 EC-2 EC-3A W = Mirninnum lining width (ft) 5 4 4 Anchors per sq yd 2.0 2.0 2.0 . 2- Year Vel, (ft/sec) 1 1.47 1 `1.20 1.76 1 - ; I 11 .� ­ I` �� 11 I - _____ ______ I I ; I I , I I / /,�kv" , ,,-, / I I ..--- . I .�� 1-1 I . - � "I . I -,�.^()", ..9�. I . %% ... -_ - ­­ ., ­�___­_­__ I -_ , , I " / / / I .,( 7- 1. . ..., I- _­.- 111� I .1 Q-) ... ­ I /I k \/ "I 1-I ______.__,_____��­_ - , I -� " I - . , - , if I I " - I -------. I 1_,* Alf-p- i -,, ­11- - :,­�zz�.,- -- , r'------ ­­__ ub i --,, " , po-<,.S - _ ". VI � '* I.Z4 11 : ____ Pt .; -�,'- _­_ I - - - " N . I Q . 1. I : cl� , _ -L" , . I - / - I L­11-- \ I I , . �_ � ­. - . -"- C M, I _*,� - . 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PARCEL "All __ � / � ­,)�,,, ,/ ./ # , "'�4,�, - 11\, i* , ,-� � "') 1,., , `�� - ( ., I: �__ .�_ 1 - .+. / //I * , , ; -, . / -_____---4 /P � . ... . - ..'­-, 1! ,;I� SHEN. GAS CO.CO 1­ �___ .1. A` 11 'f:, .., .,�'. I / .�'_I � . -A-1 1,0 � "', - / :��/ / r(I., '­; 11 . 1 I/ --�-.=,:;1., ,/ - '1� I I . I X "? . ,,-, , \, / . /*�, 1,�,�, - 70) I I PIN 64 z ;�,, -� I- --�. __,��, 1 O' R/W / E BLOSSOM PROPERTIES , � (�?,� -1 - . , I , - -%� / - ,.. APPL ,.�, ,. � " / I " . , "' // i _� -___ - , .-, / NNI 00110H - 1, 6. ,� , - I - zz_ I-_ �,�� , \�,._ WNTIER -�, .;� 1� . . I/ / / Z�l 0 1 ! - -Irl " / . .1 I . ""' I ,,,�� c 8 . , ,�, ) i, . _' -- \'\\ � SHENANDOAH UNIVERSITY I ;,Y. 01 . 1�� . .." �, / / /, / LIMIYED PARTNERSHIP � ; .1 I .1 '&j PAO\CEL 111311 i,�_� �-MR VAULT '-_��, " I ,�� // ,-�,,! , - 'L �ul' 1- ,_, , / . I �', '� ; I : / _k/i - I DB 624 PG 5o4 _. .1 . - . 0) I __�."_/ � / . / , 11 P // M / )�\/_ EX. 2" PLA. GAS MAIN � / D� 595 PG 295 "\,\ � cyn (APPROX. LOCATION) _ . D . I "I, . ,1NN Q� 1. ­ '. HOLIDAY. , : ZONED: B-2 '�?S / . PIN 64-A-107 ! _1112/ � // I - I ­///�" // /�- . ... *. I ! I / . / ,�c' , CONFERENCV CENTER I I...... 'I,/ . \\_" : . 3 -�. / " : / APPLE BLOSSOM PROPERTIE8 / I -�.. / : I � X . � FFE=7.- / ASPHALT TENNIS COURTS I -_� ... 26.86 i / , 71_.,,,�� . : .1 \\\\ -&" LIMITED PARTNERSHIP 1, "I,/ 7 : 1 .. // -�. : , I , '. '\'\"\, I E �1. --.% 'k 00 624 PG 504 CURVE B : ) /I : I , : 1 , C) 7 , / - .1 : Irj � -2 // ' I Req'd in ��," :. / ZONED: B . OR4PI110 SOW, F :: I i- '­ . R=225.00 � : / // I/ 20 10 0 20 40 : I str top str top I / / : 1 5-23-03 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M.- L=98.92 : : / 1 . / Ill : 2 6-02-03 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. L Storm Inlet Summary to cul Inv to cul Inv Culvert Summary Tan=50.27/ `�`�11.­.,�1111IIIIIIIIIIIIIIIIIIIIIIIIIII !I!!!!!!!!!`!`I"III`!I!`!!I 1111111111111�� � : : 3 7-14-03 REVISED FOR CLARIFICATION J.D.S. R.A.M. � Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat out (ft) out (ft) Culvert Inv, In Inv. Out L(ft) D(iri S(%) Type I h /111 // 1-...".1 ( IN FEET ) : 1 709.95 709.95 __ 714.00 MH-1 __ 4.0 3.1 Delta=25'P'21 " I �� I inch = 20 ft. .1 , 1 709.95 709.56 64 20 X 13 0.61 EX. CMPA : : � /I // 1--.. : C H K'D. 2 711.00 711.00 __ 713.50 DI-1 - 2.5 2.4 2 711.00 709.95 41 15 2.56 RCP 98.12 : >��.", : NO. I DATE I DESCRIPTION I BY I 3 __ 714.10 __ 716.60 DI-1 __ 2.5 2.4 3 714.10 713.50 92 15 0.65 RCP N1 1o00'Y1!'W /,�' /,/ "I �, \1 .�.It_ REVISIONS I 4 713.90 713.90 715.70 721.00 DI-3B 6 7.1 4.2 : � 1// I 1� PROJECT NO. 1 4 713.90 713.50 65 18 0.62 RCP 11 , / I _P 2 5 - 716.80 - 721.00 DI-3B / . j 'j. / 8 4.2 3.9 5 716.80 715.70 40 : ..,/A0 Yi1bert w. efifford & alssociates, ine. SHENANDOAH UNIVERSITY 1 15 2.75 RCP ! / i . i91_1 - 9 714.60 720.00 DI-2C 6 5.4 3.9 .1 I H 716.00 __ I DATE: 6 , I (Az ­4 inald A. Mislowsky, J P,?/ 6 714.60 713.90 100 15 0.70 RCP : kk. 1// �) 4,/ 0 CERTIFICATE NO. - * 4-29-03 7 717.25 717.25 __ 719.75 DI-1 __ 2.5 2.4 : 91�, - -4� I ! kA - ,� -,I,V/ // '9 0 %? I[2067,4 -,- SHEET 7 717.25 716.00 19 15 6.58 RCP I ,$, e-fal I Engineers * Land Planners * Water Analysis ENTRANCE AT TULANE DRIVE - __ : �4/,y ,I :. 8 717.10 717.10 ES - I - -- -- 11 �, ., ,� G1 LV a I EX DI -- 720.04 -- 723,40 DI-1 EX -- -- 8 717.10 715.00 29 15 7.24 RCP--. • : ". � R ST RED 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Outlet __ - EX 720.04 717.25 141 20 X 13 1.98 CMPA *'***` PROFESSIONAL Fredericksburg, Virginia 22404 Vinchester, Virginia 22601 SITE DEVELOPMENT PLAN 712.40 714.00 EW-1 mod - __ __ ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 , Outlet 712.40 711.00 60 12 2.50 PVC FAX: (540) 898-3230 FAX: (540) 665-0493 - - � I / I E-MAIL : clifford@lbigred.com E-MAIL : awcara m@earthlink, net I fREDEI?ICK COUNTY VWGINIA I OF 45 1 I` U U _..p...._._ . ._... _ __. OU _--_.__._ ..Q_._._ rr] iNpO U 720 N r\ o.L�n_ j...,.._ I I .. '. �-- O O �r 725 O ti I C) zi LLJ !ell (,)��71 __ _. _ �_____.. ___ _ _ ___I 7 20 _. _..__.._ ;.... __.__.;oa5 Q,a,�+ - LU L N-.so O ~41Cv) W 0 J D/q 2 509 e RELOCATE EX. ' �' v___._ C3 710 __.... n.p0- _. _.. _ .. ._�- .. GAS MAIN 71 ......._ .__ _ _.._...... LEN 2 Lr- 3 SLO L N 41 2.56q SLOPE .6550 _....� .... _ DIA 5in.RCP z -DIA -..-1.5i� RCP__._._.__._....._ DATUM ELEV L�j DATUM ELEV LLx.I Z 705.00 710.00 «� \ cfl o �- n O � � I< 06 c6 0+00 1+00 0+00 0+50 0+50 C2 TO POND C3 Req'd Min str top str top I I LO U cI LO�-oU Q3 U U O O (D w n Un CO ^ L7Q) `D clCC LLI Q I W L,,1 LL.1 I Q 723)v cr_z co LAJ U LQ Q��O F-NZ z W�` Q 72 ^�^ LU I 715 LEN . 4 LOPE 2. 5% LEN 5 DIA 15in. CP SLOPE P.62q DATUM ELEV 710.00 o ^ 0+00 0+50 1+00 C4-05 Storm Inlet Summary to cul Inv to cul inv Culvert Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv, Type Throat out (ft) out (ft) Culvert Inv, In Inv. Out L(ft) D(in.) S(%) Type 1 709.95 709.95 - 714.00 MH -1 - 4.0 3.1 1 709.95 709,56 64 20 X 13 0.61 EX. CMPA 2 711.00 711.00 713.50 DI-1 -- 2.5 2.4 2 711.00 709.95 41 15 2.56 RCP 3 -- 714.10 -- 716.60 DI-1 -- 2.5 2.4 3 714.10 713.50 92 15 0.65 RCP 4 713.90 713.90 715.70 721.00 DI-313 6 7.1 4.2 4 713.90 713,50 65 18 0,62 RCP 5 - 716.80 - 721.00 DI-313 8 4.2 3.9 716.80 5 715,70 40 15 2.75 RCP 6 716.00 714.60 -- 720.00 DI-2C 6 5.4 3.9 6 714.60 713.90 100 15 0.70 RCP 7 717.25 717.25 -- 719.75 DI-1 -- 2.5 2.4 8 717.10 -- 717.10 ES-1 __ _ __ 7 717.25 716.00 19 15 6.58 RCP EX DI -- 720.04 -- 723.40 DI-1 EX - -- 8 717.10 715.00 29 15 7.24 RCP Outlet -- 712.40 -- 714.00 EW-1 mod -- _ __ EX 720.04 717.25 141 20 X 13 i I 1.98 CMPA Outlet 712.40 711.00 60 12 2.50 PVC 60' R.O.W. / 1VVl \LV/ 11 L L/-11 LI I.J I V L/11 L/YLl I UL I VfYLI U/1VI1 VI VVI \U. TYPICAL ROAD SECTION - HARVARD DRIVE STA. 0+00 TO 2+27.63 N.T.S. 25 M. P. H. - 1000 TPD 2' GRASS SHOULDER FROM BACK OF CURB cc TULANE DRIVE U SAWCUT EDGE WIDENING VARIES PROVIDE TACKCOAT m EX. EDGE OF ; PAVEMENT % 1.5 SM-12.5A '���VDOT CG-6 CROSS SLOPE= 1/4 "1 ' .3" BM-25 UNLESS OTHERWISE NOTED 8" 21-B WELL COMPACTED SUBGRADC L EXTEND 21 B 1 fT, BEYOND BACK OF CURB TULANE DR/I/E WIDENING STA, 35f 15 TO STA, 36f 49 ?J O U � Cr O O ^ LO `O (\ W N 4 +zQ Q> i ✓� Z LLI 715 EN 31 DE 6.72% 151n. RCP DATUM ELEV 710.00 0+00 C8 T\ U N CO UVO I Cr) n Ot-,� # r\+"� O•O _ I~\, O ! "Op�IL~ O O �, ?ZO 725 Q.1� . - ..,.. _..,.. _ ... I.--��Z cncn�_o^�� +N�p^wWti o`Qg�» LI_I Iu.l In (~n z z Z La»I -'720 Ex. --C6 ` 715 10 SLOPE 0. 09" z_ In DIA 15in. Cp LEN 19 W N SLOPE 6.58 0 DATUM ELE'V Lxl_I � Lxll D1 15in.RCP 710.00 O CO co Ill CN d 0+00 0+50 1+00 C6-C7 GRAPHIC SCALD' 40' 20' 0' 40' 80' 1 INCH = 40 ft. HOR/Z 1 /NCH = 4 ft. VERT. 56' R.O.W. 2' GRASS SHOULDER 2' GRASS SHOULDER - (FROM BACK OF CURB) 36, (FROM BACK OF CURB) L- AGGREGATE LAYERS TO EXTEND I' BEYOND BACK OF CURB. 1 TYPICAL ROAD SECTION - TULANE DRIVE STA. 32+00 TO 35+ 15 N.T.S. 25 MPH N 1500 TPD 2' GRASS SHOULDER VARIES 4' i SAWCUT EDGE WIDENING PROVIDE TACKCOAT VARIES EX. EDGE OF PAVEMENT 1.5 " SM-12.5A CROSS SLOPE- 1/4"1 ' 3" BM:,-25 UNLESS OTHERWISE NOTED 8" 21-8 WELL COMPACTED SUBGRADC EXTEND 21 B 1 FT, BEYOND BACK OF CURB ROAD WIDENING HAROARD DONE STA. 1 f75 TO STA. 2127 TULANE DRIVE STA. 36*49 TO STA. 37f82 PRINCETON ORIVC S. 0150 TO STA. 1 f35 CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE STANDARD NOT TO SCALE TRENCHING AND BEDDING DETAIL DETAIL I DETAIL 2 DETAIL 3 B EC -I �-e B S MIN. F s MN. jj A S yIN. A _ A ; X •'4IN L W Wx S 4W. 3S y I 3s S MM, S LI S 10N. I H 1 t 1 CEOTEXTILE FABRIC-• g• T 0 0• -�- 0 GE�RTE�XTLE B T P `F ABRTEK%t0.E L T SECTION A -A SECTION A -A SECTION A -A NOTES; INN. 35 1. FOR WULTIPLE LINE INSTALLATIONS CII/ENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (WI. $ UM. \yx S 41N. 2 TONE WHERE NOSENOWILL OR ROADS NDDSCC110NLIST S'SPPE�IEO ON ANS. CONRING EROSION STRUCTION IS DO)( (�• TO BE •1 ACCORDANCE WITH PETAL 2 SHOWN ABOVE. 3. CEOTEX ILE FABRIC TO BE NSTA.LED UNDER ALL EROSION CONTROL STOW IN ACCOROANCE WITH THE SPECIF)CATIONS, • q 1• S ' DAAETER OF CIRCULAR CULVERT OR SPAN FOR BOX. ELLIPTICAL OR ARCH CULVERT. H DIAAETER OF CIRCULAR CULVERT OR RISE/KIGHT FOR OOX,ELLIPTICA. OR ARCH 'C CULVERT. `l 5.'NUSE IMICA. SECTION SHOWN ON PLAINS OR FOR SIOESLOPE.801TOM WIDTH NO DEPTH OEOTEXTLE OF CHANEL,UATCN EXISTING DITCH OR NATURAL CROLNO. FABRIC EGI MN. DEPTH SECTION 13-8 ID.. CIL Ass I 2' a.IS r .r YRGFCARbI STONE FOR EROSION CONTROL VRGINIA D:PMTMENT OF TRANSPORTATION I.DI 20+ 245 30 CULVERT INLET PROTECTION STONE COMBINA TION 1.0' I 1.5' h FLOW --- ` 2.5' •VDOT N3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC I RIPRAP SOURCE: VA. DSWC PLATE. 3.20-1 STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A I +3' PAVEMENT 5:1 FILTER CLOTH 8" MIN. q MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHRACK 10' MIN, (OPTIONAL) 11 N 12' MIN.1 EXISTING PAVEMENT + VDOT •I I POSITIVE DRAINAGE 10, MIN, COURSE AGGREGATE TO SEDIMENT B I i TRAPPING DEVICE -1- • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 3" MIN. 3" MIN. FILTER CLOTH REinF-- \.ulwRcic urcnm arH\.c SECTION B-B PLATE. 3.08-1 PIPE OUTLET CONDITIONS A A Source: Va. DSWC Plate 3.18-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) i. SEr POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. i lI I Imo, Jill FLOW 4 3. ATTACH THE FILTER FABRIC TO THE WARE FENCE AND EXTEND IT INTO THE TRENCH. i FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC �II I W� WIRE I 4. BACKFILL AND COMPACT THE EXCAVATED SOIL L ADAP'18D from 193 VoUland Standards for Soil erosion and Sediment COMM. and Va. DSAC Plate 3.02-1 SOURCE: Adapted tram hmtaMon of Straw and Fabric After Berrlera for Sediment Contro P19L 3.06-1 ballill z� in 0 U W a z Z LIS X U Q Q o LU L'i Q: ck� 4-1 W o 0 Q17 N N O L() CI, 0 •-- N z o g am' 2'E N rtt O 2N N T U U 304 C~G CIll c C��tlL C N (n EI E •�>1 5 U) N L- W �( -j t' yVu-3 O CL 2 > O°' Q ui v -� rr E R % U �3 O1 U) W (n Old c c a .a � c L J DO O " y- x 4- • to v U (/► n C4 E LO E ,r 6 C 3j�N o3 N W c7 .c � � •a U V � � 4) �LLOLL� J Y 4d H Q z �zLLJ �- O Uj 't U LLI In F-1` )W-W _cov�LL(f1-joaa C) 011LLJ O �U � v C W w O � q j W � w Q SCALE: 1" 40' DRAWN BY: J05 PROJECT NO. DATE: 4-29-03 SHEET 4 OF 5 GO 1 iw•'Yvrw,1 TOP or GO PAY TS I U PA9[NT WON a a6• � - sines r-SIA109KK ErA OW Or PAdlll COMBINATION UNDERORAIN CD-1 AT LOWER ENO OF CUTS III LINES; CENTER LINE SECTION 46- ,WHN TYPE !SELECT WTEAKIPAT `• '�• S FOR I WiIL"TPPE TO �i 0.00rw[n t3• TRENCH PLACEMENT / ra Or fu / r ❑ r- PAKHENI SA1r AGE I •ATL 4 tT YR,C.K) 6 b a e d 6 a 6 E o b o r--KLLCI Y4TENK 1YIL=D'ri PLAN VIEW `p. •• • • -IOW =,, AotrlfcaE <PLAGEkl OF CD-1 COMBWATION UUWERDRAJN) SMAM OR CEMENT STABLCTED SOMASE SELECT uAf a TTPES OR SLWONOC WIC q 4 4n'A TaW[nt OR LA[ sirOLlz[pl 6 OM N9D7 AOOCOW aorEXTu a»a•Tt rrrr GENERAL NOTES r.0 •. UNLESS CIMALIl IhEATED MI(11ATKN VOEtpRAI wu NOT BE LOCATE° AT 11E5 POINT 0 6 9 4N A.BSA4 M I%OWA [ NE STAWZW. 2. iR[MCN 1l BE FILLED pEaAT[ LED WITH WMO r,Roil "A/O rNiSp To rt4M COVKMESS. NON -PERFORATED OUTLET PIPE 3, OLFRET Pol Sil WEOI At THE mK OF THE TRAWL LANE PAYMNT NO CH L A CRIEE PARRI :0 THE SMXA W YON 2 TEN. 13 itBE PLA�p K 'O[91M.D ?MG a, WIN C AID GAITER 7%WHEE N ¢ NPO%QU 10 OTYRNK MOVOF MIOUIt2TE r0r TftY *1 TO K LOCATED Eo AS TO DRAM MO DROP TI OR tommmi . L �Y Y I R 1 PA t AREA Y T RC/ICII N pE lYN F1C WWM 6. ON 9AS•ELE TD 4C W 0 U iMOM OJTItI /'PE Ov LCr tpC ORr. a Nvrx nwATOH AT ntr CtO 0I A0Ul Lra a i4WKc1"MAc"N" x r 6 ROOK PTAtRT tIEYAILN OF OTA' PAY F I T 10 7. TOME EL•Ors WY[6 ITC3 VFfKI A two OR W lE FIFE Am L COKE W TIUOCSs RIM - rwL! ' 7 rn r OUTLET N fet .L C RLNO AS K LC iNAE. 6E Of M sAW( A■RN40 S DJ 4 i W NRNI K T ASTM D 7 6 R 3t OUlCCT C3T[0 COR0N10 0 L OUitEf PURL TO K KONLv OO4EClm TO fF-�> OR OTTER MARK[ 57RUCTUAW, II STANDARD COMBINATION UNDERDRAIN K L"cr4;tDE { (AT LOWER END OF CUTS); Xa0• MORAL L■PRTI " or TAN�0RIATKIN TYPE d PWIC 1 CTDEHeHC 4IimHOfM r T •• NOY. p CR opI•Lwrco KUNA _ DO• TH ■ 9100 AL PYC D O.tSJ ylpprN rK1 R 70 RR NNN TO PL NNN CID 2 • rM O` ODUTt'�ET�PPE *a• n OUT .6• ,� •a (x FILL nl TpHR VOERM AN •' [T W-v I1 Yw ALT�4. 9OANIT WIC _� a=-�"Y^- �� ME LINE 1 ITHE OF PAVEMENT tJ fl'• irTAAEL LAIEf COMBINATION LINDERORAIN CO-2 ON FI! LS CENTER LINE SECTION 1 '; 'WIN TVIC TSEUC'r WrrwALI 1 j' CDC[ O PAU4MEM 040AO[A LINE T'F:CK I«; •, 7O[ a TILL TRENCH PLACEMENT : A �yS IINU f01 T-.•-•PAKAEYt ARr MI 6 WOt Ae OVTIC7°rrii 1 o P o o e•----A®AEf PLAN VIEW SHOWING PLACEMENT OF Fill a a, e s s a a a o o• .. -9 tECT VATIC■K TYPE EORi CD 2 UNDERDRAIN AMIDHo.a t>a ro.s7 A7PEGAJE L • •" adrexla[ MAAIArJC rAeRe NON -PERFORATED OUTLET PIPE T.p• I OR .-� DA M AfY L BAY VML SUi o R .r-9MAA1[ fx fiJRM STNIRfD y1•AK n • •►-ILCCT YATWIL TYPE ON 5(ANKE W S• TTL •• HCnEN' o IRE STRIl l AOMWE N WALL TH IOMSS (ID • IICHEW CEOTCXiXE ORAI/GC rlrPC � NNN TESTED AWoopieO t0 ARTY O.14M AT 3%CM(CTION. � +� GENERAL NOTES ,. CDDry M1N A�Ghp[OQA1C INTO(TTRNIUPL1, AO�y/[1t-to TO sawTRENCH, CSN KTK� IPP40,10, SLAP PAKYCM 1. OU1t(1 PRi.�:fwuOiRA O1Ai0FT C'E' ALLEL�O RE�518A0[R 4PD'E ! t MM N 9atPA4i`el CA/RI Ct•2 II R f IT Ol }. ON CJM AND WTE SECTIONS S WHQRE 5 MVS9FAC 0 HENWlSC PROVIDE v m- B• -0 -I l I T A T M OJiI[Tt M DE "APO, K M D R LOCATED SO A O OR/41 0 Cl •4E Is un ERA•«kEM. r r r ] 4,•� W C BASE WEAR. rI1C ROTC tEO, 76 46• W.00PTM A. ON SONRCIEVATEO "ECTMMd TK,401 ¢ TO K UNDER fT71K OAHEIEN/ AEA OUTLET ON LppOpNW��[[]LO((CrporOLFY.pUf`(� Iq RerAlN ppE a 6. •TERN n[V�ir04 a IiCLVN[ HAVOC OTM d1 sl PlalC7A A O For ABOVE PLACEMENT OF CD 2 LNDERORMI AT 4. ALL Cl rp,LpW� Ill tCl VIM PA TOR OUITEF PPE ARE TO t3d210GE APPROACH SLAB$ T tN r K i ORWLEC t AEA A6 t E OJnfli°Jt T. OUNET PPE TO K SECMY CONNECTED TO EV-12 09 OTHER OPAHAW STRUCTURE. M1AuEa� STANDARD COMBINATION UNDERDRAJN (AT GRADE SAGS AND BRIDGE APPROACHES) ' 23, tpl YPKRI WI#RTMXt OF TRANSPORTATION TYPE of HR uaNSF4o s*1oDTM •• T R KN.ONMEtt eORRgATED NA1111MA 0.04 PI0011, NAIL PYC .W 6 pDO1N WKt M TO P9 NNN 70 P! NNN r IA SRIVAl SAW TREET AS WINK A --I RDMWAv LS10 17.'n-u 1+ C: C 1 WOKS TO BE M -------•-- -- MpWN ON Pull --I T N sDa-n wo J CLAP WTI I 1 \ H Ia -e) _ •' 6 w t I e. N ®tT ` I Iy OINK r CONCRETE •• .j: i.I. t; . • R.. . _ �ow IRE EXrAaIME JOIN --- ] -- EIFANSICH JW A ronl Wool •r "FI MR M v ,RAsaAK RODIAY SECTION C-C SHIpWM W IYFflL SECTION. PLAN VIEW l0 CON6r"UHtNr�DMgAADDEE ooLL(ALNC', "IN 7A PP•MANOU` Cull IC ENTRANCE IRADICAMACT ACCOMMODATE WTV I(N ri UorrG TIC tw.1 N7'PRAOMC CLRK NR1� Wn 10IK WIS OF TK Rrd 9UUD Car D ■0=4 OR - MN CPt ONK FLOW L•C E. ■ - -- Gt00y (yt W 66 ROADWAY 6 � - - - - - - D gCNCMMNK a "O VDOiER.w,-T£�RCA w T S' W. aD�MM 7RIt[ D XX supp'6aCQQA7'�iON igg11M(q(�YDLEr➢[ K CONSTRUCTED, DESWIQ[ rM PAV[ICNI 1111GN V` N BE C1MFTtp N CNI TK ENTRANCE., SECTION A - A 'A elf R iD n6rcweow°"I�Kctto GUIDELINES FOR GRADE CHANGED [p D�R[1FCOKYNTRnL �raA[P(l roRfNRpj AID EMRACE VOLLRE K%Ot kt YIXAAM 1}IAOAD 6�{It�6�O6A[p ; t0 0 WRt(N TK R4N NTpRE INN 000 VPOI 0 t J S WOLNira.0 MM COVYAAlI YC SIAWAD C0.12 TOR Cl RAP WSA:M www 1500-1500 VP0) E3 a 6 3 10ABaC lA(0 WIiN 1H6 $I AORp, LOR ILIM 1N.VN 500 WD 96 S 6 1 = AnrYL AIlK a RwOr�KO 10 CRIb eE" RMPD"TR[ CRAMADE Af�dpDWE[S1[IK CMfERMVI/LTW. P°i'ORIDN pE grlt(RMiO RK[L40Cr IOWM O WATER C!"CACTIO METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 5m AND COMMIERCi4 ENTRANCES 414N0 DEPARTMENT D TRAASODRTATON 20.7.0E Nb•aA r 1tw4c tlo. CG-3 M 5 Ct•7 a UY0. t� e•r r•r 4 C r OR°CGaR1 • O.r N.. ae1IIA1L s• SECTION A -A A E-1 •5 IXMns. r tam 1 • D• c•c a, Y•0- r S'-0' pp[[gqpp9a[[ OP[ 0, M COr■i�t10N .Furl IIRMM B 1 try B SECTION B•B F L® LAPIS OF LMDUP ACOKGAIt SaWKN p AeallsaLt (R(povieAYaL�urero M A 6oINErynyuolrs ►ACOMICC7r Kl IIC'Ct3SaLE nC1[WTSTO' A A TANGENT PLAN FAaITY Imt CR K APPROAOROAENlmo AND mo •r PERSONS MTH Mo•uTY WRIa4DITS. NOTES MIRE TIEVA t0 K USED FOR CONT■1CTpN YNAI NCOMORATES WIaR KIEWKIL LXaw t4r WW KMM AT TOP Or CURB RAP. IWMN CM RAID LCHCiH • FT, FOR KR CONSTRUCTIONS 1i. 10R KIOATIONS, CURB RAM FLOOR TO WE CLASS A-3 COCKIE ALLAY A•4 F PRECAST) WITH iP RIMINI` MtCRA 4 KTECIMU WAwD SIRRKt COVEw@ THE [MIME WIDTH Of THE RAP FLOOR (RAP FLOOR WY K FKWI ON CAT N PLIC(L THE OETCCTAAE WNMC TMKL K PNDKEO •Y R CIPOSTO AGGREGATE rowl it THAI NOT 1XC1CO A WATYN AOK M• Itl. Pn1R••Nt• Stoo•D SOUS Of C1M RAM Wr K POJIm MMWDKKLY' '■WIN RIM FLOOR OR 61 MIT �"• pmmmt CMI CTDN JOINT IRTH KORED am TYPICAL PLACEMENT TYPICAL. PLACEMENT F RAP FLOOR a PRCWI.NMES MAP •E F'ROVOLO FOR poll Bl t t° THAT AOJOIMO rLRm AT INTERSECTION AT INTERSECTION i Q K WT N PLACE ARR RAEKM Or PKCNr R FLOOR. MCAT CMrCRE71 t1WL WITHIN CROSSWALK WITHIN CROSSWALK MOJKD Ii Ma 10 K w.5 t r PLACED rgM(R TO CENIOR ALONG Bp IN Mat a TTE RAP (WITH BUFFER STRIP) nook WO.0 H a RAP FLOOR WARM CONCRETE COVER W. 0FL RAMS WLL K ME "WED ,LID PRo FOR At Tot CO it UNIT, PRICES TOR HTDRAL1C CEMENT C(NOE/L ED(WKN AID `IWWO "KINUTE WOEWKXCOPRtR•4HPlKL. CUWCIM AD O 17OR SLOPE IRXOT*n AOJACCM TO TO CLAIM RAM An tH LKO N PAYREN7 FOR ORBAON■ AD OU11CR MEN UKO N COLUKTM NTn V"MO Cl ON My. M CURB "a ON TINS STADND a TO K AOAa1ED TO WICM TK MO ABLI CW MID COFIOIRAICN CAM RAMS ARE 7 0 K LOCATED AS RpBI dl THE PLANS M M OKCtm BY THE rX•NEVIL THEY At To K W"O" AT #M*Uc 1Oa TN(KVOR R KC(UMU RW t I! WITHIN TK AYO,r Or WAY Or A WHOM rRol OD6Kt A CUM IWGAPO tf OF WKrTM 3MALK a tA0PM PROP09m.OR "MCMID 1. 1KY MAY K LOCATED W IM POMPTON OCSSWALKS AS %*M ON PLAa OR A¢ WICCTtO BY THE EMMEL AID SIHOWO NOT K LOCATED MEND A'N¢LE III LAM. DIAGONAL VARIATION CMTDC LpM PO(LIK WDRRIL CROP •WEER ETC, NIXI ASO Al PLACEMENT. PERPENDICULAR CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 703.05 YWtONA OCPMTMEM 01 MUPI 01lTAIXN BEYEi SLOTOCTAL POWTED FOR EASY FdiM REMOVAL) A NOIII T_II'jlljY-j- 0 A r I 1�• I � � 2117' I IC � L � 4- X a, X 4f.. PLAN Owe sia+ vLtR r APPAtT% OOR°RBOLSTT'EL ILU MPTUM PLATE 7 �CO1T• WITH POST ERAL LHTYPE Il"LEG IN DIAMETER $0pC' RM'"TJ3fI KLIAKXNe01}76 LL88 r 7./F . r-0- � I UNDERDRAIN OUTLET MARKER DETAIL SECTION A A NOTES: T OF LDMPDRM MLEIS BARING LOCATI" T (�LrIL� T ! PLACED A THE EAIOS n1 L �[(��µuN] OR TO R- OWAY No FLUSH OWTHAGE STRUCTt/SS, ENOWAt1 TO CBE NS7AIED PERPO-nLCLLMi 10 ROMMAY NO FLU91 WITH THE SLOPE. �ma© ■t�tr■I taw tt+raf�■I I■[�;�■ ltrMt� TN T f 2. t DEW GRATED SWDO •GORE fi[. IEEE NO NE QWEA1Fjr5 OU1LE TIMES lilµl E MRiOeF DE OF 70 P9 iESfCO ACCORO.4G ro ASTM 2t17.' 3. 0 EEA ME9I tTENED)1NKL NAVE gPENN69 lF dPPRO%. 1`j' k Y AND WEIGH A -MO. 6g[iAxs ST SO. fE ri.AlwyESMU SN/1LL�(1H OKVNl2ED N K)COROAIE£ wifi /6TW A•tt3. WINE !(ESN TK Sl, PEA �TOCL K9, IS TO BE CONSTRUCTED SO THAT THE O.D. OF IWIE PUll APO NTHE AN BE�YOVfD FOR - _ --- - - 4. 1109 ITEM aMAr E PRECAST OR CAST N RACE. 5, sTT.EL POWT% A40 RATES TO BE PAIIIi OR CALVAH EO N ACCORDANCE WITH THE ROAD AID BILOGE SP[CIfTCAT1Oty. F PAIRED THE FINAL COAT SMALL BE NO. D ALUMINUM PANT' OR 140. T WHIT LP(AN�TL,AC��p pIp ( 6. w=0ILNGED04ARr 2.. TEA.D OUT T ODD StRICTf�pE�IAUAIgNS BX6VA1 LOCATIONS 7. �ALL�R nILLo K ►AO'.FOR N AOCORNNC2 WITH SECTION 501 OF THE ROAD NO BHIOCI p!Ci 11L71S. STANDARD ENDWALL FOR (PIPE UNDERDRAIN i R1ol= 105 WOW DEPATTk"l OF TPAII PODIIATION 233 Otd] 301 -- -- 'A1 END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" 60" PIPE 1 E3-1 EID ON DUTLCT END -SECTIONS 1RNOOT ENO ON NUT EMO-SEC704 IeJ ErD ON d/TLLi [IO•ECCTIOIq SPIGOT E110 ON NLCT M-SECTION j 1 ` CisE TKO M I I ._ - I ■ CONOnTE TO BE E J 4 LL L E JJ OOO PS1 w9ElYaM PLAN PLAN aAE T[R c e OF PK a P[aE - F OR STE0. r;Newc IbrF0lnYJiRT + 1 AA• \ � T D E NAYOLFi f PAY LINE END VIEW crPrinAl Y.Y run VIC•W SECTION X-X �ISTi� �/�ILI■aai�■s�llLr•a•�� ay■ sr�mr/in a%>•i$miisi��il■ t;%1=�i1♦�aii�tiE�� Il'� l � �'E'T♦ �i� �j� ii�i7r� ��� 11wM11m ."iOWW'rAMNi31MNFWM i��i -W717=tii (gym �ti ILi1/� «7e� iiSii ��I�rs���%''a�■rs�■�s'R��a->w �St1At7i$,lilli�it ,2S"�i37' �iiSiil■A'iE6Ait ,�Elia�i ILLLIIIILLLLLLLIIIE��log:;Illi'dTAiIE1tf; L�.7Ea �Fii �:l'S� � a7 fYfJiS■ t'1'C'J� �rYa', t�fit isa;[Sl<7Ditaorit:•i � W.H EM III 71*wwN 13itu�'i MR -am PAY LINE c NOTES: 0 ON T n� o'?IPi YYiei li��ifle rE Der SLOPE DETAIL TION FLARED END -SECTION FOR 12""60" CONCRETE PIPE CULVERTS 302 VMHA DEPARTMENT OF T "INCIRTATION D2A1 CC-B NOTES 1. THS ITEM MAY BE PRECAST M CAST N RACE. 2. CONCRETE CO BE CLASS A3 F CAST IH PLACE, 4000 PSIIF PRECAST. 3. COVaH1.A1Ill CURB A CUTTER HAYf1: A RADIUS Of 300 FEET OR LESS IKCNO FACE OF CURB) SHALL BE PAD FOR AS RACIA CON9NAITON CUPS I cuilEa. •.FCR USC WITH STAaL12C0 OPCN(•cRADED DRAINAGE LAY(R THE BOTTCN OF THE CURB AND GUTTER sN1lL BE CONSrR 11. PMKLEL TO T,C A SUBBASE COURSES NNO 10 TK DEPTH OF TIE RA1'EMIl !. THIS CURB WAY BE USED AMEN DESHlM SPCTo a t0 MPH OR LESS ON 1NRK HCHWAYS AND45 APM OR 2" R LESS N aYELOF£O URBAN a tl1 All . AHEM. F SPEEDS IRE --r p C%CEEOCC STADINXI CC.-7 5 RCOLRFO. STAIN RD CC. I,-t•, D D - D D D O D • O D D - ---------- ------- THE ER V Y OF CNC CURB AND GUTTER IMY BE CONSTRUCTED OF PARALLEL U NNE SLOPE Or -'6•• I 2'-0' SUBOASC CpURYS PROVIDED A Is MAIN NNED Cr 7" n MANIMKD. 1H•S AREA MAY BE AT THE CPTKN OF iYC CCNiD ACTCR �?H"c COMBINATION 6" CURB & GUTTER -Cl DIPARTHICNT OF TR~CATATIOIt 20103 Isometric i 1/4" BDPE plate cile vert / ' bolted to ER-1 HDPE structural plastic I - DODO grating and 1/4" plate 12" Din. PVC I A o000000° �1 (3" x 1" max. openingQ)) 1 0 0 0 0 o manufactured by Plash. 00000 I o0000000000o Solutions Inc. 540-722-4894 0000000 000000 712.40 D o00000000°000 o000000 ET►O 1 stdA cone. apronck)HDPE structural plasti9 grating and 1/4" plate Section / a 1" max. openi mng) manufactured by Plae c Solutions inc. 540-722-4694 13"I- a1 0 0 o000o Goo 0 �o o I VDOT std. EW-1 i ° I o + 10 D I Single Orifice 9.25" Dia., Elevation Invert=712.50 PLASTIC 240 llci Road BMP DEBRIS PLATE & CAGE111 SOLUTIONS P.o- s9ter 4ve 22804 Winchester VA INC. 540-722-4894 WWW.Pl ef1C-sO10Upacom au Imme ter■ vvir- wiinRWi■iA a Iuvitrr�-- .viiirrr■ ,v/..■1rRa� I%iintrrrr �iaie■rr =--� .i/ir6Rrr1■li■ ,/////,tirOlr• i///■rrrr`■! ///.IrrF■�■I f•JFM•.�rrrlt■1-. vii �rrrrW�� OF 5 HALF PLAN VIEW yrrrr■ ■rrrr rrrr■ �] • _■rrrr IFaR ol 1. OUAM7TtES SHOWN ARE FOR MMrIOLE r THE DISPLACED WITHOUT PIPES. EOUCTC Y T TO B PPES MUST BE OEOIAC ED 13BrAN TWINY DUARnrtEs. T OF 9' WAS USED N 2. A BASE G THICKNESS T AHTRE . (:OPIlTTO CONCRETE ORl S J.WREMENTS TO E AWED FOR EACH ADDITIONAL FOOT OF DEPTH. T r CONCRETE OR 4. MA EPoALS MA E E MA C E CONCRETE MANHOLE REDCAP. /PPROVEO 5. F BLOCKS AFE USED THE Mto" THCKNESS OF SINE S TO BE 5'. OTHER THK'XAESSES ARE TO CONFORM! TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ALL CONCRETE TO BE CLASS AJ. 7.WHEN SPECFEO ON PIL ED T!,E INVERT IS TO BE SHAP!N ACCOROACE WITH STANDARD IS-1. MANHOLE FOR 12" - 48" PIPE CULVERTS YNN GA DEPARTMENT Or TRANSPORTATION 302 TABU OF DUANTITES DEPTH 9aCK MANHOLE COHIDEIE YArHOtE BIOO( CONCRETE CONCRETE FEET iHDUSANO r$ CU. TADS YARDS W. ARID S 4 0.5 0.795 1,437 5 0,7 0.765 1.699 6 .9 0,785 ISe1 _ 7 1.0 0.785 2.223 a 1,2 0.78S 2.405 0 1.4929 17 TO TO 0.766 11 1.9 4 12 2.2 0 7 3 AT t3 2.5 0.970 4J 14 2.8 .970 4341 15 3.1 0.070 4 3 6 3.4 0 17 4.0 1.4 MORE VENT O.'S 01 1 6/7 SECTION CAST IRON SECTION STEEL NOTES LYpa 2'-r' L 27j' • 2'/1 It ll q'-4" IpAQ 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN I( USE SI MCAPD to be <efl IP IT, .0 r-.Y/i' /// / N-IA o 2. THE "N' DINENSDN SHOWN ON THE STANDARDS A A f BE Y SUNEO AND FR01a TIE NVEME RTSOF THE OUTTKL Ri- CAST RON GKV. STEEL O0e N440ed PPE TO THE TOP OF THE STRUCTURE. PLAN -N' ONENSIONS ARE APRO)NATE MY 66 + F T P THE T FOR ES MATING PURPOSES /JD ACTUAL BE BY THE I 7 bI. 43.8 Ib[. 3 ow 43.0O t.aDI3. WENSIONS SMALL DETERMINED CONTRACTOR FROM FIELD CONDITIONS. y WHEN SPECF[0 O+ 1NE P.NHS THf. NYCRT IS lugs o„AHctorTpNleetOrM TO BE SHAPED N ACCORDANCE WITH STANDARD To CdIR IS -I. THE COST OF FUM65Lrq AND PLACING ALL A MATERIALS INCIDENTAL TO 1HE SHAPING IS TO BC INCLUDED IN THE BID PRICE FOR THE STRUCTURE. g/7 9'/i. : Y/i %i' r t' PP K EVENTOF THAN INVERT OF TTHEI 7.7• Lugi --I he SLUR Sneo, BOTTOM STRUCTLE THE NVERT OF THE STRUCTURE <enAettore SHALL E APED VAT„ Nr MORTAR TO 12'--�8yf" I 1 PREVENT 14ONG CA POOeIC OF WATER IN TIE srHUC7URE. THE COST OF FUPM;.i,(G PLAN LL�� lCF•Ie Re"+Oredl ���.^ AD PLACING ALL MATERIALS NCJOENTAL TO IS i0 BE I1GlUi%'D N THE BD INLET FOP THE PRICE f09 THC STRUCTURE. Y SECTION B-B 5. STEPS ARE 10 8E PROVIDED WHEN M IS 4'-D` OR ORE ATE:. FOR OETAES SEC STANDARD ST.1_ ATE:. DMENsi" Fat COLLAR DETAIL 6. THISITEM BE PRECAST OR CAST -IN -PLACE. CAST NON ONLY 7 N 4 k $' SMOOTH DOWELS AT AWPROXIMA7(E, 12' C-C TO BE PLACED N µL AREAS ADJACENT 4'.7" O TO ABUTTING CONCRETE TO PREVENT 7' HCrdrrNR Cath 7'•6'• SETTLEMENT. N LEU OFDOWELS A 2"Xe" AY PROVIDESEE QM gk k 3 F'-'-'---'YbO3H, R 1 J- °amtte, «ep hde 4 "p'e H€ 5•• Ntdle s ]' i F°REKTERNA7 E DES?µ0'M6 8. l" T R WC P TM i'%I " PLASTIC aNAE E E HOLE w 7 2 E LLOTN '/i • MESH GALVANIZED }r Jp 'mr D CPMDr E •`a- depth Aqqr. C jlnIjj; I{i' �O��D�1+O���u C STEEL AM TER0 STEEL 4 WESNIM VANE dCL TH N&III KMER 4 ME5H HARDWARE [LOTH ARCHOED >: .d,F,' E is F E 12.. ■ e 68. 78 a F8 a 6" .wth Ifj� IjI! g��U����U zd 4`4 NIX 0 HE OUTSIDE OF HE STRUCTURE _ 9. CAST N PLACE CONCRETE K TO BE Ct ASS AT nHC" f' t7•'•15"-le• w 74'• Li IQDDa0ER J'9 MOD Fil PRECAST CONCRETE IS TO BE E000 9. nyH qALTERNATE. ANY ALTERNATE ME 7NOD5 Of ANCHORAGE O A, • 14� nI� n�t MEETING THE APPROVAL OF THE ENGINEER BE SUBSTITUTED OR THE SON G • p R uoO��O����U��o WAY CAST LUGS AS SHOWN MEREFON. SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH �1 17' CoilcYete Pipe • t4540 CV. Yds. Contra• 5" e.- Poe t 528 CV, TOA COnt1.14 SECTION C-C SECTION D-D 'a•' tltm,eie pipe - 1,620 Cv. Yos Ca to 24' eo"ueA pipe - 1.817 Cv. Ydl C-0. Add O A69 Cu. YO1. Pa GRATE DETAIL d(%OntfpOt Of depth. APPROXIMATE WEIGHT oll Van C11 Gate 7118 rot -_...__ -- --- - ----- --- ------------- To REFERENE STANDARD DROP INLET 12'' - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 q•.Ot VSGNA OEPARiMEHT OF TRANSPORTATION 302 DETENTION POND Pond EMERGENCY OVERFLOW ELEV - A 717.10 TOP OF EMBANKMENT - B 718.30 RIP RAP VOLUME CL Al (C.Y.) - C 27 DISCHARGE PIPE DIAMETER (IN) - D 12 DISCHARGE PIPE INV. OUT - E 711 DISCHARGE PIPE LENGTH (FT) - F 38 DISCHARGE PIPE SLOPE (%) - G 3.70% DISCHARGE PIPE INV. IN - H 712.4 DISCHARGE PIPE TYPE - H2 PVC OUTLET STRUCTURE TYPE -NEW 1 mod OUTLET STRUCTURE TOP - J 714.00 OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K 9.3 OUTLET STRUCTURE ORIFICE INVERT - L 712.50 TWO YEAR STORM ELEV - M 715.46 TEN YEAR STORM ELEV - N 717.07 100 YEAR STORM ELEV - 0 717.30 CLAY CORE TOP - P 716.00 ANTI -SEEP COLLAR DIMENSION (IN) - Q 2@ 60" EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 60 MO nC C'11DAAAVIACAAT d-JA38X "'SI°" OARS IpL■N. 1IItlDq;I1now.R.■■e1.■■..K■RR■..■■..Mt■AIM 1p II ■ r� �AIWRW�1NuTool ----- ■------ .------��..n..e�... il Will 4 t' A�cfrA'Nr4rrr �A SECTION A -A r IEYEO COHtST. JOINT CUTT wIn" BARS F BARS E LI ' *.r (YAWEIER n WEEP Hat FRONT ELEVATION BARS_._J (CUTTER REMOVED[ L)r� I__ 5k/• SENT PL7. ATE SECTION B-8 ^Y1'--IFa^.'' •' R k Cl LY "X2' T A TAIL SNKL E USED WITH CG•J L YPE NOSE OE//)) ��}} fKY1N2FA TYPE B NOSE OCTAL SMALL E USED MIN CG•1 57ANOR05. f TYPE A • TYPE 8 %1' X 4• STUD SHEAR CONNECTOR WELDED t T t T 68•30' O MfXE RADII A ?C-C. CONGALVANIZED RARE FOR TYPE A TO EN 01H /N MOLE Of T WITH ' " X 4" i SHEAF WELDED TO AND 15 o E AeC-C. w /2 STUD NOSE DETAILS WELDED 70 BENT RATE AT 7'CC. PAVEMENT d•SA L DHJO L dot. L WARPED PAVEMENT - OI 1 -t _ ..f12 FLOW I I .EIQYI •� b L�� 01 j DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SACS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL StFER I OF 7 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 23, ---�'l VI RONA OCPARTN ENT OF 19ANSPONTATION J02 S__ X SIC p...-N • KOFLF t „ b -1---+}- SHAPE 10 aYEVF.t EO y` ' W:iH MORTAR _---'" "`""III f '-- --I --- -- --- 1 r-- - -----I-.--_------- NOTES; L "H" MAY DE REDUCED UNIX "X" REACHES A IN`IEW 0r 4" WHERE LN)VAYL WOULD fMOTREDE ABOVE SMOULDER LINE. N NO CASE SHALL TOP OF ENOWAIL 6. EVEN_ FW.. IS REOI:REO OH THE HEADWALL AT THE INLET END OF THE CUM. VFRT fetERF THE FLOW ENTERS THE C'A.VERTI. PROJECT ABOVE FILL SLOPE. DITUH SLOPE. OR SHOULDER. 7. HEACNAL AT TIE CUTLET ENO OF THE CULVERT MAY BE EITHER SWARC 2. THIS ITCH WY BE PRECAST OR CAST N PLACE. LACE OR REVEL LTXCF.. 3. 'N PLACC CONCRETE 10 OC BASS Al FOR PRECAST SCE SHEET OWPARSIQJiLDER ;1I SfHE Et! 6. ME NE THE To.ET BE I'OftSI RUCK TFO BELOW IOL02AST (RRA15F OF 71M• ROAD. 4. THIS STANDARD TO DE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (ONTO 45. 7. 9•;'i' CHA1iER MAY OC PROVIDED ON ALL EOGCS AT 1JAVUFACIINEN'S DPr ION. 5.HEADWALL TO BE BEVELED IN ALL AREAS LXCEPT WNFAE A CONFLICT WITH AVERT OR ANL5 CWALOCCUR. �__ Er•7 E ENDWALL FOR CIRCULAR PIPE 014E TER OF PPE CULVERT is- iB' 21' OR N' 7 1• M 36• 33• M 36- A O-6" 0' e' O'.9, 0••1V r-O• C 1'•4• r-r' T-9' 2'•2" 2--1 2- IF D r•0' 1 1'-3" T 6" 2'-6• 2'-3' F o .41 b e" c •a 01-91 W-91 D •9 H 2''3' 2'-1;' J-2' 31•9 4'•J' t'-9- 'Ell p• El .to.0. 17,.0, D 0'-t/' c'•Il'i' b-2•• 0'•2V" 0'•31A, O'•33'i b ONCE' C'•r/.•• O--Nj• p•_7.. 0`•2%i' D•J.. CUBIC YARDS Or CONCRETE CONE. P,PC 0.241 0.492 U.G97 1..51Y 7,.D67 2.9t7 _C. PPE O.T57 0.521 0.7J9 I..T9B I.t98 3,tE5 FNDWALL FOR ELLIPTICAL PIPE SIZE; Or CLLIPFe;AL DIRE CULVERT (RPAN • NISEI ---_ 2Y7z14" !C-09" •34-n22' J8'N24'• 42"•27" 45"v29^ 47432" 5J'•34" A 0'-B' 0•-9" C••:o" ty 0'•11" 1'•0' Y-0" 1'.0- B T-2" 1'•s" Y-e" T-' e r-B" I. -To.. 1'- _ I+ 11'� --- 11-51• 11•11, 2-1' T-7 2'-$ 2,.9" 1'-2' -7- I -TO.• -r' 21'.10 0'-B 0'- . 0." IV-. 0.,9. 0 ." , OQC - H 3•. Y. 3.7- 4-0' 4•7•IF 0•6" 4'-T' L s•-Y T-2" e'-6'• 9•-r '0.2 q'•1T 11'-t^ 12'-15.• S 11-11' 2'-6• 2'-RCP 3'-2" 3.-8. 3'-9' 4'-1 a-5•- 6 0'-7%i' J'4'/." _0'.3i 4.. D-4•• O"4%!. 0.4i1.• 0'.S" b-6%E" b 01.2.. 0'-2'1j' 0'•2�'i' O-S' D'-3%2 O'-1}'4" D•-4" 0,, 4'/i, Cull YARDS OF CONCRETE CONC.PtFE 0.502 U.I)55 L236 L500 1 1.611 1 2.10t 2.512 2601 ESE' 1STANDARD ENDWALL FOR PIPE CULVERTS 12'N-36R1 CIRCULAR AND 23"04"-53"x34" ELLIPTICAL PIPES VRONIA DEPARTMENT OF TRANSPORTATION _-- DETENTION POND OUTLET DETAIL not to scale -AR WATER SURFACE (0) 10 YEAR WATER SURFACE ELEV, = (N) 2 YEAR WATER SURFACE ELEV. TABLE OF QUANTITIES Im 11 ��cetal�na.��aso�' o��al�®Iso■esa■�r�sta s�■�>■■�»o■�•�©■r��■�>•�T�aQ�Ia�■ra�asa;al�s�l Bi�i�ELESt#]tE���t��%t'a'7E1•Ea����al�E��TTi�edrit•�If' �©cfl■E>lS�© C�fss31 7�®O■F :!"NCO ■S�Sar*1■ o '• i©tea■© awi lo® MNIZZ sa�■cr� s�a■F �l■a©a•■ r ��a•■d®aianI��mavNEXIM ®tiEiT■SlilwEl�7lii•iilt��R•$ ��fi•�i6ail7�3f3ia�3i�0��t.>•i1i'ii�'•1 liiltfLEST©tt3Cl�tiTft3RQt7�iE$7itaE �+7��1i��•1i0td7tf o_03M -�o�r ■�nr�lrrate■��_o®_a_c_�■�rasa�a_saaa•�n■ MMs I111IF irti ie��■t�mr�:>R�E���■���■at"A�s�sa©�a��� �■�t�t�ltf�®�7E�EYTui E� t�O�S■��©td�i7:7 i'r7�7�JFfIrL']�S��i�1i��4Fi�E13'•�t71�� iCSii#��E�1 • �t�al�s�■©■s�mr��■rasal�■4tt�■�■�osat,�ssr•�e ttt�t�ts�It©�"e�mlrasmareea���■s�n■�at�lat>�sasatrt+ssi i?711110Fa•IEE>:310i�'�EL1RS��E�O®1�i3�OtII7i©tII;iEiEi i7tx >■©1t G;V�Ef7Tat iE�ESi.'��lt��a �t�7i��Z�i�tx�t€s� NOTES t. DEPTH OF Pill a) TO BE SHOWN ON PLANS. 7, W 4 X 6' SMOOTH DOWELS AT APPROXIMATELY ❑'• C-C TO BE PLACED N ALL AREAS ADJACENT 15, THPS AREA MAY BE EARTHEKN WHICH CASE THE EXPA I N JONTS WILL APPLY ONLY TO 2. THE '7r (DIMENSION SWORN ON THE ST ROAMS TO ABUT7 MC0IMEETE TO RREYENT CURB AN CUTTER. AND SPITE ED ON THE PLAINS WILL E YEASURE0 FROM THE INVERT OF THE OUTFALL SETTLEMENT. 16. CONCRETE a1INTITES SHOWN APE FOR DEPTH PPE TO T1f TOP OF THE STRUCTURE. a. 3" p1,WEtER WEEP 1101E 10 Be LOCATED 10 a) Of 5'-Y WITHOUT PIPES. TIE AMOUNT IN 'N' IRE APPROXIMATE OAL Y PLAN DWEMSHONS a P iFH MOIC GRAN ABE MARE YL. WEE w r r rD OSPL ACTO Br PIPES wU5 E DEDUCTED DINEFORBE+I)ES OA THE ACTUAL CDONS SHALL E pE BY THE "PLR OR GAL PLASTIC HARDWARE CLOTH'/' MESH M GALVAr2E0 CAFE, NraAM 1AINE f TE FOR NL[TS OF S OBTAIN TRUE DEPTHS ACID 3.11 Df SLOR COH([0 CONfRKT011 FROM F1[JA CODIr10N5. CONTRACTOR FROM DIAMETER 0.0}' NtA pN 4 MESH HAADWaAE CLOTH DIAMETER? FPo1LY TO THE N]UT T EACH FOOT CUBIC YARDS OF CONCiKTE FOR EAGI F°OT CUBIC A OF a OEPT1t 3. WHEN SPECIFIED CN THE PLANS THE NYERT IS TO BE SHAPEO IN ALCORONACE WIN STANDARD OF INC STRUCTURE. 17. LENGTH OF All VON AS SHOMM ON SHEET 1 T PLACIN ALL IS-1. THE COST (IF FI1M`lSIMG MD G 9 ALL YFOR STEEL SHALL HAVE h W. CND S 4 T +t T 4. T.. OF]6 TO 6 A O185F MATERIALS NAL TO TIE SHA W IS TO EKLIAEO N INCTHE 8D PRICEFORTHE STKXFUX. R COVED OF 2'. la r OE2A71E5 LENGTH a ONE Rn BAR. T T T T WiF L N 11E EVERT HE INVER OF HE K T TO E CUT CLEAR a' >0. µL OREINFORCINGGB STEEL Y '. µl OPLI•IGS 8 2 K04CMG B TO BENS. H. ALL RE AIRS 4. T TT r 5 LAGER MAN 11E BO DY a R PPE THE AVERT CF TIE SMALL RTAR it. IS TO BC CLASS AT RACE CAST 20. ► IS USED N BACK (7F M TO SMALL E SHAPED WITH CEMENT MORTAR 70 BE t]000 PSG. PRECAST Cb1CRETE S TO E (3000 CONCRETE OLEN T TO COMFORWEDIAM,T! LEFT IS TO E SH/PEO TO CONFORM TO PREVENT STANDING OR PENDING. OF WATER 4000 P9. �� N THE STRUCTURE. THE CAST Or FUN(KH■NG T T 1N0 RACLX' µl MATERIALS PICY)EN µ 0 T N EV RY CASE t2. LENGTH O AO 4L1 WILL. C , DE T TEED N THE BO THE SHAPLIO 5 0 E INCLUDED SHOWN RAi. SM ON PRICE FCR THE SI9fACT1UE. t3. F INLET IS CONStAUKTEO N MEDIAN CURB OR S. STEPS ARE TO BE PROVIDED WtEN H S 4'•0" 1PTN NTEGRµ C(A°,GUTTCa IS 10 BE OR MEATIER. FOR DETAILS SEE STADARO Si-1, OMTTEIp (SEE pEIAIL I. 6. THIS ITEM MAY BE PRECAST OR CAST -IN -RACE. 14. STANDARD NLEYS MAY BE CONSTRUCTED NTH CONCRETE BLOCKS N ACCORDANCE VAIN THE DETAILS SHOWN ON STANDARD ORATING CI -MS. Shill 2 ON 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 302 VSONA DEPARIMEM Of TRANSPORTATION t01.q OI.2A28,YC EXTSTNG OR PROPOSED SDEWALK. SEE NOTE 15 8' �'i '1(2%�'/" rill f-•EVANSON JOIN BAD( OF SIDEWALK EXPANSION JONT� CKV. i1i 3'•2' L o h EN !i r.- �►.i�f._WI 11 BARS A-1 • O" C-C D D b BARS B WELDED 10"C-CArms TYPICAL BINS C . e B- C•C tt" BARS A 2 T'• - _--- CRACK CONTROL e TO' C-C �E `0 2'-D•' 2'-2• e �-c SECTION B-B COLLAR IVUAX. PLAN VIEW a•11Ax. r•4- • 2'•D• >v A BARS A-1 L 2'/["X2v,'•k/4.• L•YARABI E'YA%. 20' I CKV. 2'•0" 19 LR I GALV. YC6KI7 CARS I F f , GALVANIZED WIC 6 K 12 • ° • 4 •E 4 rEl`pp SECTION D-D r - �9• - BARS C BEiORE Y- F 1 1 2' ARS -4 cKv. 3'• WATERB 6 BAITS E a a, C-C GKV. WIELD ALLWEEP HOLE. YC6XO ye" % 4' SEE NOTE a y7DO YEAR SECTION C-C coHeEcrOR 10 CaL AR. To ASE FRONT ELEVATION AW/ENEEE,Ei 5TtA5ED SECTION E-E r1TN MEGA S. 01.2E Dl WARPED GUTTER ,___` -, i l 1 _ APPROICN CUTTER F-'.1 R i 7.. r 1 1 f l Z 1 1 = I I _ H iY WEEPHI0.E. H/• 1' FLOW 'N - BATS A-1 1 R' SEE NOTE e. B[Nt PLATE GAI.IfA162E0 OARS A 4 z OARS OR USE ON GRADES W •• BRAS B • y'ae•' STRD • W � a- c-c c 'l� SMEAR cart L ; - G allC-CWELDED iD MKA a•2C (---T ; BARS N RON r 7C-C. 1 TYPE A TYPE B L•-- 1 srEPs. S[[ NgTE s NOSE DETAILS FLOW I I ELOM TYPE A NOSE OCTAL SMALL BE USED WITH Cl STANDARD. ( _ I TYPE 8 NOSE DETAIL SMALL K USED WITH CC4 STANDARD. CKVANCED RATE FOR TYPE A TO E SENT ON µ HOLE FOR I/SE N SACS SECTION A -A OF 54• AND L TO E ANCHORED WITH V X4• STUD BOTH SIDES TO E SYWETRICAt Pon STEP DETAILS SEE STD. St-1. SHEAR CONES.RS WELD.° TO ENT Ill AT 2'C-C. SHEET IOC 2 SPECIFICATION STANDARD CURB DROP INLET REFERENCE 121, - 24" PIPE: MAXIMUM DEPTH (H) " 9' 233 D4.0J VRGINIA DEPARTMENT OF TRAI6PORTATION ]O? IVDE CAGE AND ORIFICE PLATE ON VOOT EW-1 mod DETAIL) 4ARGE PIPE INVERT IN = (H) MNKMENT TO BE PLACED AND COMPACTED 3" LIFTS. NO TOPSOIL, ORGANICS, OR STONES 'ALTER THAN 6" DIAMETER SHALL BE USED. TRIAL SHALL BE COMPACTED TO 95% OF OMUM DENSITY AT PLUS OR MINUS 2% 'IMUM MOISTURE. Y CORE TO EXTEND 5 FEET BEYOND ENDS EMBANKMENT, AND 2 FEET BELOW EXISTING DE. THE TOP OF THE CORE SHALL BE AT V. = (P) . DEPTH OF CORE NCH IS GENERAL, ACTUAL REQUIRED DEPTH )ULD BE DETERMINED BY SOILS SPECIALIST THE TIME OF CONSTRUCTION. MAXIMUM SIDE PE IS 1: 1. IY CORE MATERIAL SHALL MEET THE FOLLOWING: FIED CLASSiFiCA710N: SM, SC, ML, MH, CL OR CH. PARTICAL SIZE: 951. PASSING 112" SIEVE. a■ a �A � . �. f 7 lc �,Ny -tale! :3 : Ni,• L SEE (Q) `#5 Bar E. F. 9 3000 psi Concrete collar 12" thick Concrete Cradle Roughen surface to ensure bond to oiti-seep collar SEE (0) ANTI -SEEP COLLAR DETAIL not to SCOT see (Q) • T Q LL •}y L. LLJ > F1�L1/V A/UW L C C 0 a" cu J O •� *� A ESLC V a0 `c nWi` 0 y I 0 fL� 1 �k v •Rt •� o ltfEvii J (Y� a I�>LLW I N l q J C)-: N 4 O v_I ♦-� WOW �Q - Qz � Li CD r LL_ C-4 �0 Li Z Q Q ww Li \ a c U v 0 OO r� v WIT}` ^ AE lool w N �w W � 0 SCALES N A DRAWN BY- J. D. S. PROJECT NO. DATE: 4-29-OJ SHEET 5 OF 5 gilbert w. clifford & associates, inc INCORPORATED 1972 Engineers — Land Planners — Water Quality September 11, 2001 Jeremy Camp Frederick County Planning 107 N. Kent Street Winchester, VA 22601 RE: Shenandoah University Dear Jeremy, Board of Directors: President: Thomas J. O'Toole, P.E. Vice Presidents: Charles E. Maddox, Jr., P.E. Earl R. Sutherland, P.E. Ronald A Mislowsky, P.E. David J. Saunders, P.E. Directors: William L. Wright Michael A Hammer Thomas W. Price I've attached two copies of a plan which details the as built facilities at the Shenandoah University Football Stadium. The limits of fencing, sidewalks and driveways are detailed as are the location of concession stands, temporary restroom facilities, light poles, bleachers, scoreboards and handicapped accessible parking spaces. Please let me know if you have questions. Regards, gilbert w. clifford & associates, inc. d . i�Owsk�yP.E., VP cc: John Trenary 117 East Piccadilly Street, Suite 200, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-mail gwcliff@mnsinc.com Member American Consulting Engineers Council .. .: :: '. '. ,....-. :.: _:' ,. ,. ,. ,. a a ,. . > , x . - l�b'tN11NB1lIY{. � �OIF,YIN111 tYlY�tflii +tllV.& +.wamNW+. NMwMti6. y� - yr ._, : '. ... •A ,-:.„ , ND E►�: � �� ,rd, PROJECT S.MNA-STD,., \ • 1. Ali SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE TAX IDEFTI�ATION NUI��ET� 64_��� 110 � �� r ..,_.,v._..�,..�....��._.�...J, _,_:._..__ �.. > d-- ALL LANDSCAPING :SHOWN MIST f ., REC?UiRE S �' THE FITEDERiCI( COUNTY ZON�IG ORDINANCE. � .� .� � ..; TOTAL PARCEL AREA 16.4;i ACRES eSl' - < , , ' , 2. ALL LJGtTEING l TO s TO PREVENT OFF ­SITE GLARE. 2ONING HE n - INSTALLED AT LEAST OFF OF .+. v M} F . C ADORES 14G0 tJN11 RSNT�' D IME 3. ALL REQUIRED EGRESS SHALL BE i ESSHU ACCORDING TO 64�A s ��,'� � � ,- ! EXISTING NG 9 � WATER' tifiAlty Al _ 9.,, 1,. CURRENT USE VACA��VT � � �� �� � �' PROPOSED LISE STADgUM 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVtROtVMEN1AL 18,43 ACRES ._•,�..:--�'..''.�- LrEXISTING LOT AREA F:ATURE� EXSTx __._._,� _ •_....., .�. "CAUTION PEDESTRIAN -.^ EE LOPED I.OT AREA 10 ES 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE - Wtl1 rE PINES ACRES r: •. i a... CROSSING' SAGNAGF -} P #. �-4' A4+!'.i1t9HT hlARSHALL REQIIREIEI�TS. -' ,,. - w -�,es '' i r ,�\ .� �-�` . �t'+t';• ._N- �-�TYF . (�F , �C�} ,.. �, A T PLANTING r A 8E �j 6. A,Li, UTILITIES RE LACED UNDERGROUND _"_.. NTiNG FRONT 35 51 7.HMDICAPPED SPACES AND AC0SIBLE ROUTES MAY NOT HAVE. CRO'Z SLOPESr ,,<\ ct I Ex, Water ,- SIOF 15' 102' OF MORE tE THAN 1':5t)w THE A Cf` ROUTE SLOPE CAIVNVtIT EXCEED 1:20,. -- �,w.- .... mow. � ,;� ,_ 11 R 25 110 8.HANiKAFPED ACCESS SHALL MET ANSI 11"7.1 SECTION 4.1 -`""` '`' °'.�'" -- /° PEDESIR1,6 CROSSING ---- � ,, 55 5 .5 5S 5 -' " s = ' AHEAD° S1C4MGE \ t 9. SIGNS SHALL BE LOCATED 3 FT, FROM FACE OF CURB AND 10 FT. FROM .-- BUILDING HEIGHT' 45 (MAX) 12 �. _ �. � S.F.�� ` .- .- .: , PROP. LIKES. MAX. SIGN HEIGHT-• 45 . �tA SIGN AAA= 100 � ,.- = �:� �- - ,: ` ���' � FLOOR AREA 2002 SEAT STADIUM � , � �%''� � -� .�.p1 10.TENTS 900 SF, AF'f�l REQUIRE A BUILDING PERMIT. \ ; y . ,.��,� �,, �, � / .. ' . � , .-TREE PLOING DETAIL DMLQPED LOT AIG 9.9 ACRES (PHASE 1) LOT AREA ED 10 AWNS ,f c ,' / STADIUM 00 SEATS P AMG SCHEDULE f` � ` '�- t ST11DEPT (2300 STUDENTS) (1 /4 STUDENTS) 575 , TOTAL ..� 1076 1160 PARKING SPACES ¢Y PROVIDED ON CAMPUS HANDICAP SPACES 23 39 LOADING SPACES 1 1 SYMBOL Xi" NNE SUE AT TIME OF PLANTING SPACIN1; QUANTITY PIN (A 2l* CAL. 0 6° HIGGH AS SHO 8 p RED MAPLEw 2"' CAL. 0 6" HIGHa AS`'SNi4O 8 i- LEitM CYPRESS :. �n MIN. HEIGHT 8 FT. O.C. 29 WH1Tf, PINE _ MIN. HEIGHT� 5 FT. O.C.78 METAL .BLEACHERS EXISTINGBLEACHER P '' . ,' .•-- - -''- 500 SEATS , 12' GATE » 'Y✓ bra r 1' 1 6' GATE 25, 7( 1 1 EXISTING STORM DRAIN- oo aii �0,ko\ -SIDEWALK lil '.—.... _ .... y M�: 4. FARKNG LOT LAUSARIK PROVIDED ---------- 3,525 SQ. r l'. N END ASPHALT' Y St uctu e shy l comply with olirlTlnlaUniform .,ttltevftde Building Code anc Sections 303, Use--- \ r s, ` ",(.,)up A, Assembly and Use Croup J, Utility of th{ BfiCA Ndtionai Building Cade%1ft'p6, #, Other 'c o i i � , -, U ss ili ',.w �, •` 'k � - h, de hot cpptle., s CABO r�117.1 9 Usable and Acceg5able Buildings and Focl�Itl�a,. r �S.F.SCOREBOARD < ''� * {° " x, � 1 � 805 S .� �, .' A separate rm't i e i ° is i ,c � , 35 FT. HIGH c permit . ssu wd by the lord 6 ea rta�e Environmental Health t?.ukr�„k office will be \ � • "' required for tp <''facilities. x�, 1,. GATES \ q o .mparary restroom and concession All maintenance and rm e , i stored t existing \ rn c gome a went to be ,tore 3 at the eyFt.�tln facilities n the rl g q p g a o h mat Campus, Tiis lean conforms to the rf� utrrrents of ! •' -9 _ p q t Master .�evelcpmenf Plan t}1 �1, revised Di CQ. All Phase One kriprovements are shown. future development of accessory structures or new facilities on the remaining8.4 acres will require o separate site ion o licotlone c1 � p F�P trri ation source to be Abrams Creek. Separ is withdraw permit required, EXISTING STOPM DRAINkv . � 5��O 'tom ^, �y ,"",' („ F ,•/" . No duripster will be required with this development. All trash will be removed by maintenance personnel. fi b' g r� �' D ATER -4i� E; IN ° t EA.+, fl/CiU vti i . .; �/ ,y t f r 1G WATER .m'.,� � „'.,Y✓"„.. _ air i1t. L;�CHLRJ� EASEMENT //�^ 7 'k e44 ve•n kt. t -"• a>' t""p ,,,, r C" .xn i,.r z. �* .._q 4. ,, Lz�uw^MS-I�1 y V, ,.,� •4. d L''9e S` E.v� �,2 lJaf - ,P`• f '`t'. r5 s��rs ' • / w .Ell >.. i(BETE , '�FQUNDAC�N--- ` `x ' TYP C ,M , ., 'AtITi'ON PEDESTRIAN CROSSING' SIGNAGE .- .#.- -•--- ..._. �~-_ FIRE L 128 S.F. ELECTRICAL S 4 1' 47 v '27" E , EQUIPMENT SHED Q ..20,AD 7t fv' BUILDING HEIGHT=1 G 6 30 Sliaxy ;,...._..,........ y I '100T C�G-6 WTH ` i�ANDtuiPPED PAFr'tfilJG S2GNAG�' -- � , _ RAE'Y ��'��+ � REV. GUTTER &ME EX. GRADE (TYPICAL OF 7) NAtVDiGi1P SPACE'S Y f 12 r j C "TOG ' GATE' f 5` C%CRETE StQEi 0 END PRIME & SEAL SURFACE VM 2. STOK W. GRASS PRACTICE AREA !� 1. = 50' j / t�RI1,��4TE rldGRE:Ss-_ ��( -1 �1 VA f V Lw./ t�f�C��� ��t��� L � Gr � II�J t,.w�.W cm INGRESS -- EGRESS E',ASE�dE�tT F Tr.�• r s r �`` INGRESS/E'R S --- �, ES ACCESS SECPiQ tl �� —'. ,- 8.4 ACRES REMAINING EikSEMENT TA. 1 I +5Et TO 21 +4 ' r- 4 -c� 1eLIJ FOR FUTURE DEVELOPMENT `' =' N0 PARKING SHALL OCCUR IN NON DESIGNATED AREA Cl- 201 l � REV. GWV WaPE .._ x u , PROVIDE 3" GAP FOR ,f PW No II:E . SURF ©ATE CeScMMON gY 14 .z sTrx 12 _ .. r w� cif fiord - ael�oca#ice Inc. ,w � ..y ry CEPTIFICATE NO. - t?A fCCO20674 t a tar r f_Surveyors. $" 21$ $ 218 E;E;GIS`EREr 200 North Cameron St 154-C Olcie G nwich Or. PPOFESSIONr+t Winch:ester, Virginia '22601 Fredericksburg, rg � _µ `� �n�a 2241J1 .__ PHONE: (54) 667-2139 PHON2115G Site IEuP�Y LtADINT1Y AGCES. RCAD crAX: C540) 665-0493 � 698-2115 tESao��� , E w_- hCtUL , wCiit't`6ttt�t.aEnc,corr► .. MAII cfiffordOlbdxom w. : <.: 4 _..... ,.., .. ,... _.3 .arc. a.. .e ..< w,.:4,,5'.>s. - r --�IN 1 _ EC �,s`-'✓/ �/ :' �,, PARCf_ L A C FT. S'IDEWALK �,,,.•''� —r,,.rw" 1, ,+ 1, .r' ,/ _ ^/1 f r,. 1 /'� 4 � '.., \ ("F �,h�� � Y�� � "! � ffy,(Jy'/F /.�/,/ /Y/�/�j," �//_fl](/J /(/�•{+�"./ t^1 '*` \`_ \,\ ,.' l BRIDGE HEIGHTS Curing football gcmes, which outr on Saturday evenings, th,,, only required porkincl is tx)rat for the ,'� ,.'• .. -�' -- � `��► �' N /F PEM H L, 13.61 y.. µ pia ,, student Body and the stddiurn. 1e porkinq colculotion indicates adequate pdrkincl exists on the _. �� .,� .�4 � ZONED: RP cornpus to ;;uppo:,f the stud6rit and stadium needs, If ade oute parking were provided at the �� LL ,b - �t� .� 6' CHAR+ LINK FENCE 1 p 3 p ` _,_• ,._'14 34 E -� �.. ____� x ,� _._�.._ . .� , .. ,� USE RESIDEtNTIAL /( s0diurn site, 11 h(indicapped spaces wojid he prc'vided• This plart will proOde 11 nandicappeJ space=. of the site, A dedicated parking facility Mil he provided with the next developed phUse. PARKING LOT PERIMETER - - 4-- 598 FT. FERIWTER TREES REQUIRED ,_ _ 15 (01/40 FT.) INTERIOR TRL -REQUIRED _. _ _ _ _ _..1 TOTAL TRH REQUIRED -` - -16 TOTAL TREES PRU40ED 18 PARKING LOT LANDSCAPING REQ'D. 1,595 SO, FT. 4 5% i F.,W-bVwl* ate * i w I?,. - 0; HECEIVED AUG 15 Zool IcPT, np Pi 6 vviklnlnmtFi nPMENT :,I gilbert w. clifford & associates, inc INCORPORATED 1972 Engineers — Land Planners — Water Quality January 25, 2002 Jeremy Camp Frederick County Planning 107 N. Kent Street Winchester, VA 22601 RE: Shenandoah University Shentel Stadium Dear Jeremy, Board of Directors: President: Thomas J. O'Toole, P.E. Vice Presidents: Charles E. Maddox, Jr., P.E. Earl R. Sutherland, P.E. Ronald A. Mislowsky, P.E. David J. Saunders, P.E. Directors: William L. Wright Michael A. Hammer Thomas W. Price As you may remember, last year we obtained site plan approval for the Shenandoah University Football Stadium, how Shentel Stadium. That plan allowed temporary concession and restroom facilities. The University is ready to construct the permanent Press Box and Restrooms. I've shown those buildings on the attached plan. We'd like to amend the approved site plan to include this sheet. This plan is not complete, but I thought you might take a moment to look at this and the approved plan and let me know what other information we will need to provide. Also let me know what review agencies will need to provide comments. I look forward to hearing from you. Regards, gilbert w. clifford & associates, inc. Ca d LA�Mislowsky,P.E., VP cc: Gene Fisher Dave Ganse 77 OF PLANNINGIDEVELOPMENI 117 East Piccadilly Street, Suite 200, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-mail gwcliff@mnsinc.com Member American Consulting Engineers Council CHARLES D. NOTTINGHAM COMMISSIONER DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE EDINBURG, VA 22824 October 31, 2001 Ms. Susan Fritch C/O Perry Engineering Co., Inc. 1945 Millwood Pike Winchester, VA 22602 Ref: Temporary Construction Entrance Shenandoah University Route 1248, Price Drive Frederick County Dear Ms. Fritch: JERRY A. COPP RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 This is to advise the temporary construction entrance at the referenced location, permitted in our approval letter dated January 30, 2001, has been completed to VDOT's satisfaction. If we can be of further assistance, do not hesitate to call. /rf xc: Mr. Dave Heironimus Mr. Bill Stover Mr. Jeremy Camp Mr. Gene Fisher Sincerely, Steven A. Melnikoff Transportation Engineer NOV 01 2001 -- nc of ANINIINIrmwGl noARe"' WE KEEP VIRGINIA MOVING 805 S.F. SCOREBOARD 35 FT. HIGH EXISTING STORM DRAIN EXISTING FIELD LIMITS EXISTING PRESS BOX rT0 BE REMOVED � EXISTING BLEACHERS 0 Y X O EXISTI G FENCE 0j 12' GATE r-- �_ - �- 8' W GATE �1� 0 N co N co PROPOSED U/G ELECTRIC CONCESSION AREA me p/m,I I I ""6644 'Jim* EXISTING STORM DR, 20 FT. 4" SDR 5 Q 2% WITH W TERTI GHT PLUG - CONCR TE 0 FT. „ SDR35 @ 1 WALL ITH iTLRTIGHT UG. — POSED6),SE R La Rp s• PR ss OSED 2 WA TE � S E R VI � oR� EXIST SIDE ALK 20 F T. \ WIHH SDIGNAGE ICAP PACE ,\ A EXISTING ISTORM DRAIN I OAD (PRIM DOUBgE—SE'41-) MH 5� RIM= 689.00 INV. OUT=681.00 (2) INV. IN= 681. 20 Z co 0 rm �r Z Ln d m 0 L,LA a d W 0 �o c 0 0 � J u • o o m o� 7-n uizcrw0Wzwwwww SCALE: 1 '=20 DRAWN BY- RAM PROJECT NO. DATE: 1125102 SHEET I of I