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Home My WebLink About03-05 Shenandoah University - Football Stadium - Shawnee - BackfileL Q 00 N N N (D 0 U w 0 i i L-- w w CO 3 0 0 0 N I w V) r I a 0 I 0 p 0 0- W I i Do 00 N 0 a 0 INN ,bN �a hn X s' sioauux x ir; � ❑ -- ❑ ❑' BLEACHERS _ IXtS17NG S7t7RAN DRAIN : r < • _ "_. : _ :' _- - -x _.._ X to Till 1111 1111 IIII lilt ,lilt IIII 1111 1111 lilt lilt 1111 lilt IIII I'tal Ijl P 01 III, OSED ROOM IiII III IiII LL IIII lilt lilt lilt fill IIII lilt I lilt It lilt I ci 1111 EX�VW 11 1 IIII STORM IIII IiII a III lilt 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, spec cations for all work to be in accordance with applicable Standards and Construction Sppeeccifications of The Virginia Department of Transportation, Virginia Deparhnent of Health, Frederick County Sonitation Authority and the contract documents. 2. The engineer has attempted to, locate existing subsuXce utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to arty utilities. Any damage shall be the contrgctor s ibif��yyrr. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility 1-80057 7777. 3. The contractor shall be responsible for all constructiiori stakeout. AI 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, of 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 responsibil'iiyr. 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. UTILITIES I. All extensions of water and sewer lines shown on this plan are privately owned and maintained. 2. Water and sewer lines are to be constructed in accordance with these plans and specifications. 3. 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. 4RApWN0SCWJF 50 25 0 50 100 /N FEET l inch = 50 ft. 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. c ORIGINAL SITE PLAN SHENANDOAH UNIVERSITY STADIUM DETAIL, JANUARY 2001, 111-01 AMENDED JANUARY 2002 TO ADD STADIUM PRESS BOX CONCESSIONS AND REST ROOMS. C mom RX _. _...... _ Vicinity Map Scale 1 "= 2000' PROJECT SUMMARY -STADIUM IMPROVEMENTS TAX IDENTIFICATION NUMBER .................... 64-A-110 TOTAL PARCEL AREA............................18.43 ACRES ZONING .......................................... HE ADDRESS .......................................... 1460 UNIVERSITY DRIVE CURRENT USE ................................... STADIUM PROPOSED USE ................................. STADIUM EXISTING LOT AREA............................18.43 ACRES DEVELOPED LOT AREA ............................ 1.0 ACRES SETRACKS REQUIRED PROVIDED FRONT 35' .� SIDE 15' REAR 25' BUILDING HEIGHT 45' (MAX.) 14' FLOOR AREA .................................... 4956 SF (LOCKER ROOM FACILITY) .................................... 1105 SF (VISITOR'S RESTROOM) DEVELOPED LOT AREA .......................... 1.0 ACRES LOT AREA DIS"iURBED ........................... 1.0 ACRES Parking: This site plan revision proposes no new stadium seating and therefore no new parking spaces are required. The plan does propose a reduction in parking area of 6,024 A therefore no additional parking area trees will be required. Existing trees will be relocated as shown. 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 A1171-92 Usable and Accessable Buildings and Facilities. 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. All maintenance and game equipment to be stored at the existing facilities on the main Campus. NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHf1NG IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. NO NEW SITE LIGHTING IS PROPOSED. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ErMR(MNMENTAL FEATURES EXIST. 5. ALL. FIRE LINES TO BE MARKED AND POSTED PER FRIDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. WATER, SEWER, ELECTRIC AND TELEPHONE SERVICE TO BE EXTENDED FROM EXISTING SERVICE ON SITE. 8. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THIN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 120. 9. HANDICAPPED ACCESS SHALT. MEET ANSI 117.1 SECTION 4.1 IO. 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. 11.NO DUMPSTER REQUIRED BY THIS DEVELOPMENT. ALL. TRASH WILL BE REIiIOVED BY UNIVERSITY PERSONNEL. 12.131IILDiNGS %WL COMPLY WITH THE VIRGIN IA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, GROUP A (ASSEMBLY) OF THE INTO N 11ONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACiL.IiIES. STRUCTURAL PLANS SUBMITTED FOR PCRMiT APPLICATION SHALL BE SEALED BY A VIRGI NIA LICENSED DESIGN PROFESSIONAL. 13.CONTRACTOR SHALL. NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE (SOILS, CONCRETE ECT.) 13. ALL REQUIRED EGRESS FROM THE NEW STRUCTURE %KL BE HMi OPPED ACCESSIBLE TO MiNUMUM EXTERIOR LANDING. APpoYW by Frederick County Zoning Athn'inbWor Dabs Site Plan Varid for 5 Yom fmm Appiwile Date Owner/Developer. Shenandoah University 1461 University Drive Winchester, Virginia 22601 PAC Gene Fisher (540) 665-4527 vi ci 'oo � 7 3 � I wW ao 0 UJz Z °' 0 0 wU U 0WW Q a n. a0 o I I I =0 N to N 1000 (nU ww w WQ: W U a N 5 G 0 CL 1 U ♦ a) tf N Q a� tj 0o U r- N � to U)-0 a o 0 d a C7 O N Ol J �[ CID (D co N O O O - GL ¢ 0 1- LL N to O L >_1 L Q) cc � _ V7 + 0 a� Cc CL w a of 0 0 d �M o o� Y oM O � 0. O � V) u7 0 04 0 1* cr. �- Li O Z w z o � M S 0 o U �N r Q) a V) Q 00 N Q0 0 Z n W 0 0 0 0 N w V) r d tr n 0 N O 0 a / rn c W I i w 00 N V N 0 / PARCEZ � 8.0 C/T _)BLEACHERS 470 SEATS A9x��s� r`NSTING POR A —JOHNS '1xa A\ PROPO D T BE RE D GE. INC. VISITOR 6 f )EWAI K-- •.ti. \ '�� RESTRbOMS EXISTING C IN- \ti. F.F. 679. LINK FENCE « ` \ ♦ RI = 664.75 , a \ INV. I - 657.85G� „ \ y \ INV. OUT = 657.65 SERVICE EXISTING LIGHT 6' SIDEWALK -- �' F C V`V ' GA T \ 6r� 1®• IWq EXISTING sTdR' DRAIN �1 I"I I I (b V. fl EXISTING. , •d LIGHT a RIM = 667.53 ;... 4)�-yry� :'! a `Rz" V. IN = 659.58 ° v:4 '48 . SIKL �.1Lt� 4 a a e .e d .a, •.a , 2 WA % \ IN OUT = 659.43 ua. a a. a / �� ;a 21 IC - 3 3 SIDEWAL�`" 3 �z 4.\ -`- �M• 1 lap ' HANDICAP PARKING TO REM41 AIN —.--- EXISTING HA Fd (o I / �o I SPRINK�R p �J 6 PAVED PEDESTRIAN EXISTING WALKWAY TO BE � WA KWAY �� ^\I REMOVED. AREA SEEDED M'f\+ I l\\� F N AND MULCHED. HANDICAPPED ACCESSIBLE ROU JI, I SLOPE IS LESS THAN 5% CROSS SLOPE LESS THAN 2% EXI TI N G WALK i ! ' TO BE REMOVED i RELO ATE EXISTING TRE EXIS NG FENCE IIII ill IIII IIII IIII IIII IIII IIII IIII {{II IIII 1111 1111 IIII If l IIII IIII IIII ill IITO1B REMOVED PROPOSurE CENTERLINE OF FOOTBALL FIELD ' 2" W TE "IIII PROPOSE E IIII IIII III! IIII IIII IIII IIII III! II11 Illl IIII Illt Ili�l Iili IIII .IIII I III IIII RELOCATE (TYPICAL DF RELOCATE X XItTINdSTORM DRAT � lb try ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -� o 0 0 0 0 0 0 0 au ro r'5% CF MODIRED 4_4�r�' .AG :}fit TE TIL0-,V PPP 0 ORATM DRAIN r Nr. RETAINING WALL DETAIL 4GRAOH/CSCALE 20 10 O 20 40 iN FEET I inch = 20 ft. _S ;' SIDEWALK R SERVICE SIDEWALK TREE 3) SIDEWALK I � CQ i Pf1OP. / FT. , ... SIDEWALK y" I i, PROPOSED Q LOCKER ROOM j FIN FLOOR EL = 678.85° - ISTING TREE \ j M L _ RE —ALIGN FENCE�� N TO CORNER OF BUILDING EXISTING WALK TO BE REMOD PROVIDE 5' SIDEWAL MATCH EX. LINE ANN GRADE Q0 ELECTRICAL CONDUIT. RUN TO PRESS BOX FOR SERVICE. o- CONNECT TO EX. WATER SERVICE EX. WATER --- "' MANHOLE + RIM = 674.81 INV. I\ = 669.31 - 15» RCP o INV. IN 668.01 - 30" RCP vi INV. OUT - 668.00 o \ PROVIDE DI-3B a o �:r NEW MANHOLE ON EX. LINE �0 �� 3 \ '' RIM = 675.25 W � _- OZ INV. OUT = 670.58 W o `� �A 494ri THROAT LENGTH=20 FT. o U ' REMOVE 13' EX. 15" Rt kR LLI cc_ CL \ EXISTIN INLET TO BE R MOVED F' wLo RIM = 675.89 ` \ o0 V. i INV. OUT = 6\7,1.04 670.58 � � � �~ �o PROPOSED 32 GEOTECa \,,�P _ o RETAINING WALL `'� � �� LLJ 0 � .� v SEE DETAIL \ \P w w \ 4�JEkli \ �` W d "LAtRAL`�. \ � SIDEWALK 11X2" REDUCER Y \�y; 2 FT. CURB TAPER � '\ \ w TO PA EMEN T ELEV. a; RIM 679.46�4 " INV. IN (a) = °672. �rD n INV. IN (b) = 6�2.06 INV.OUT = 6xo 6 DEPRESSED CURB \a \. V 2 FT. TAPER CURB �� z a �� . 'C� 20 WATER / DOWN TO PAVEMENT �� $ EASEMENT / 2 y ELEVATION. �? F EX. ELEC.\- UNCTION BOX 00 EXISTING 2" WATER METER f'p t ti Z v 6 a4� Qo d� ea Q rn �CIL 0 o 1 V) to Lc) tf) O O O a p O N O J ry Q c0 cU V > v.ui csi NC N c 0 0 Lo r__ jz ¢ c) F- u. H ui O L � L � _ GO + VJ O cnu, v 0) C. w 0 o N 0 d. Q N Q sll LL. o N W J W C u t z 1= w c M Y a Z o 0 �� a_ L CL In Q 0 Z J CL I 0 c� I Q 3 0 0 0 N I w V) I Q n I 0 I m N 0 o.. 0rn W i I i 00 00 L0 N V 0 i --- 656 -- �— -- �f (}] 6566 ---66 --- __---PR-OP0 _ _-D- _ _ -- -RE- - MS -�ACHERS 470 SEATS 0f 6' SIDEWALK 4' GIB i LE -- 111V 0 ST F�M DRAIN -- I W111131t1b Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per oc. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German t4Ilet per ac. (tray through September) 60 lb. Annual Rye per ac. (October through Apnl) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessory to provide grass emergence. 672 174 IIIPON- , if i € a i � • i • -- 6' SAWALK' '9X`s ` c INV. I — 65 85 I' V. OUT 65�.65� '.°� \ • � �.� �`� 2q pax. i `� \� 1 eat » • P - O - .. - • - . � P q • ' O - .M, .O -. ;,_m _. �v__.......-e._....,'� q�._._Q_ _�-.-.�q......_.,_u. � 6..._.._�_-..�.. _ _ _^^'-6 »-r—O q ...�. .,..,....:..... CR.4PH/CSC.4LE 20 10 0 20 40 /N F££r 1 inch - 20 fR I G EXISW SIM DRAINAGE * StRUCtK ............. PROPOSED STORY DRARIAGE & SfR1lCTI1RE ..........'- PROPOSED tXIRB & GUTIER ....................... DRAKWE R1All►................................... EXISIWG GRADE ................................. PROPOSED GRADE ................................ PROPOSED EASEIIENT AREA ....................... -- — PROPOSED SILT FENCE • ........................• SF OONSIIn1C710N EVINCE ........................F x SR.T FENCE RiET PROTECTION .................... CIP v� 6" 21 B/2" BM12.5A �,, OR 5" CONCRETE ON RII�� 66753 2" 21B iR \ G )59.58 �` PEDESTRIAN WALKWAY . OUT = �i59.4� y�\ e 73�4 RISER EX. y�i+{(`��, TE R 12 SffP 673. \ � o �, MJa N H OL� \ \ x �, `� ti \ \ EL • .._. . .fix•. `"'`\ t '�� \ RIM - 6-74.81 Ay. i = �31 — 15'--RCP sPRINK FR~o~ 675 - Aw `� � V1INV` i 668.0'1' -,30" RCP o "oo INV. OU\`f 668.00 _ ' - - ` -- V) 676_. a \ 77—=--- a �\ \ PRIDE DI-3B Z g ` e r w 677. F�K. �NEWIIMANHOLE ON EX. LINE Q o RIM/ = 675.25 10. OUT = 670.58 o z hROAT LENGTH=20 FT. REMOVE 13 EX. 15 RCP . ,\ �, r oUJ \� EXISTING` -INLET a ' — \ • In c� 678 80 RIM — 675.9 a o f . 4 V. 670.58 I _ INV. OUT = 671.04 \ N /^� �- ,f` 678.20 . PROPOSED 32 \,GEOTEC� \, , , � `;� I N \� �^.,� �r � / In $ 'RETAINING WALL %4 SEE DETAIL e` �` ` \ t. 0 fl } PROPOSED �i _ 4 XR ILOCKER ROOM ' \ d ' t 0 Ci CL a�ftf � L D_ CO oo N U) Ln Ns o O d ao pNp �� Qo Ui _j N = r1i rri 0 � H r� O sm N c L = cn + C vi O a� to C ' IL w _._I 0 05 Z O V Z Q Cn O W W 44d CD Z m FIN FLOOR tr u 1 \ ,3 s EL = 6 78.85 " ♦ I CP 678.80 q. y \ i b r LAW w ? t� _ 'b80.20 I /- W I RIM — 679.46, \ , _ ae ; vv��v v 8 a '�, '� \ INV. IN a = e 672.16 Cn _ 8 1678.201;v-6� INV. IN (b) 62.06 A N, v INV.OUT = 67,t96 ,t Cn qe W C cc 20' WATER} / a AS M 2 � � E E ENT 4, EX. ELEC. N _ UNCTION BOX / f4r < N �- y \ \ /x W II / a = p C / \ ♦ j ,�j Q C� ry \\ XCI J Of Cn c� t O 2 O G'f U ri EC-2 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES CAST MOI CLEAN OUT CAP VITH BRASS PLUG, PANEU.A HODEL PA4SV-CSK (4'7 MR 21 PATELLA NOW PMSV-CSK (6') PREM&FWACTURED T -TEE OR WYE INVERT 0< HOUSE COW TO BE AT CROWN OF SEWER 43- �- SPRING LINE STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION SS-4 SCALE: NONE MAX. CENTER NOW MAY BE A ELIMINATED WHEN SLOPE IS LESS THMN 4:1 'MAX.4-1OR FLATTER JUNICTION SLOT ' MAX. STEEPER TH M 44 CHECK SLOT EOCE MVO _ NQ .IONTS TO TERM- AL FOL.O .+ �► BE OVERL O 2- MNMUM. LAP JOINT 2- Mty. C018W THIRD ROW OF STARES FROM EACH STRIP N LAP WITH ALTERNATE SPACING. A 0.1 im ir MM. Imom SLOT ,TAME► SOE FIRMt. CAREFULLY COMPACTED I SELECT BACKFILL I Q O STOwE AGGREGATE STANDARD NOT TO SCALE TRENCHING .AND BEDDING DET,41L ANCHOR SLOT TAMP SOIL FRMLY-l' TERMINAL FOLD ' 1 TAMP SOIL FIRMLY TAWSOL. FRMI.Y TAW SOIL FIRMLY I CHECK SLOT JUNCTION SLOT �. ....I—t..r' TO r Notes; r TO 2" 1- APPROXIMATE 200 STAPLES REQUIRED j"— PER 4' X 22S' ROLL. 1 1 2. ANCHOR SLOTS JLINCT10N SLOTS AM 6. CHECK SLOTS tO BE BURIED 6- TO tr AND VARIABLE. JUNCTION SLOT LF 3.MA3.SPACNG C-C CHECK SOTS HDD' s T 41 OR LESS 50' SLOPE N RE SLEEPER THWN 41 4.STAPLES FORMED FROM NO.$ STEEL PLAN VIEW WIRE &' STARE MINIMUM LENGTH SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH FOR TH FOR SOIL 6" STAPLE MNLINW LOR SA FOR OTHER STA GENERAL NOTES: ILSASIS OF PAYMENT TO 9E SQUARE YARDS OF PROTECTIVE COVERING COMPLETE N PLACE. 3. JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVEftlC IS TO eE LOCATED AS INDICATED ON THE MAO LV ACCORDANCE MAY USED AL THE OPTION OF THE CONTRACTOR. WITH THE 090119oNS SPECIFIED ON TYPICAL SECTO 4. WIDTH OF MATERIAL MAY VARY FROM MlIO1!!M DIMMExMS10N BY NCMENTS OF 2"T-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEET. BE SUBSTITUTED FOR THE STAPLES SHOWN. S.FOR SOURCES Of APPROVED MATERIAL SEE YDOtS APPROVED PRODUCTS LIST FOR STV. EC-2 MATERIAL. SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE 244 1N.02i. VRGNA O[PMfT1ENT OF TRANSPORTATION 606 STONE CONSTRUCTION ENTRANCE 70' MIN. ►1 FILTER CLOTH 6" MIN. q SIDE ELEVATION GROUND 70' MIN. B WASHRACK I (OPTIONAL) 12' MIN.* VDOT #1 I .-� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT I TRAPPING DEVICE + MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION A -A RElnr um tL L uFmt Kr- 1 C 1JKHLY , -litA. EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. SECTION B-B SOURCE: ADAPTED from 1983 Ifa nd Standards for Soil erosion and Sediment Control, and Va. DSWC CONSTRUCTION OF A SILT FENCE` (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. won FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. G 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. J FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Adapted from InstaAation of Straw and Fabric miter Barriers for sediment control, &rwwd A Myaid PLATE. UA-1 PROPOSED 6.00' 5' WALK LOCKER ROOM WALX F.F. ELEV. 678.$5 PROPOSED GRADE PROPOSED GRADE VDOT CG-6 SAWVCUT EDGE 4- CONCRETE OVER PROVIDE TACKCOAT T--1 2" STONE — ----------- — — — — — — — — — EXISTING PAVED SURFACE -- —'---__—`--------------- -- — -'� — EXISTING PAVEMENT TO BE REMOVED SECTION A rJ �; V Q 0-) .� Q 0 C) I N V N C) O Q °o N O rl- -I 4 c0 co In ( > � d- i-+ N —1 fA � n c O p V Ln 0 r�, n U H Li. (A vi L T L � _n + Il i 0 c� C7) IL w J W O a Ln O O CV d CL aC Z O Z d. cn o Z w w o M r Z ca 3 v Z00 N _ -1N 0 o v G: ' tH� �• P''?�rC lry'v. '.w'l t, \\ CP "Al N , 805 S.F. SCOREBOARD 35 f7: HIGH ;1} K\• ^✓ 1>1 k 1X fir" ,� r r n� I f y1 � ;PRO -OSED f {tt1{tl(J, 1111(Itl4lflll j i I I it tMittlil(1 V � ioii,1ttl (III i � vilhl4H`S!ii�ml�iLt ! I c Rll R 10M f I i i i f l .I �{ j 1i[t f;tii till t lil' _ igi, i lfttllI t{imIt ir il f iif f 3 11111II)I ? jliti STORM•_'DRAIN , ,k ` { _`..,)' 'µ.me � - ��^[ �� • PROPOSED U'l/G TRit ray ,•_,-, ,/ter / /'� EL:.Cii' K, 1 �ARFA GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, s ecifications for all work to be in accordance with applicable Standards and Construction Specifications of The irginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The 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 responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. 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. UTILITIES 1. All extensions of water and sewer lines shown on this plan are privately owned and maintained. 2. Water and sewer lines are to be constructed in accordance with these plans and specifications. 3. 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. 4G)UPH/4"S4OWE 50 25 0 50 100 /N FEET 1 inch = 50 ft. 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 ore 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. W/F PEIIBRIDGE HEIGHTS ZONED: RP 9� 20' WATER ORIGINAL SITE PLAN SHENANDOAH UNIVERSITY STADIUM DETAIL, JANUARY 2001, #11-01 AMENDED JANUARY 2002 TO ADD STADIUM PRESS BOX CONCESSIONS AND REST ROOMS. PROPOSED SITE &� 4e Vicinity Map Scale 1 "= 2000' PROJECT SUMMARY -STADIUM IMPROVEMENTS TAX IDENTIFICATION NUMBER .................... 64-A-110 TOTAL PARCEL AREA ...................•........ 18.43 ACRES ZONING .......................................... HE ADDRESS..........................................1460 UNIVERSITY DRIVE CURRENT USE ................. . . . . . ............. STADIUM PROPOSED USE ................................. STADIUM EXISTING LOT AREA ................... . ..... . . . 18.43 ACRES DEVELOPED LOT AREA ............................ 1.0 ACRES SETBACKS RE UIRED PROVIDED FRONT 35' SIDE 15, - REAR 25' - BUILDiNG HEIGHT 45' (MAX.) 14' FLOOR AREA .................................... 4956 SF (LOCKER ROOM FACILITY) ................................... 1105 SF (VISITOR'S RESTROOM) DEVELOPED LOT AREA .......................... 1.0 ACRES LOT AREA DISTURBED ........................... 1.0 ACRES Parkin : This site plan revision proposes no new stadium seating and therefore no new parking spaces are required. The plan does propose a reduction in parking area of 6,024 sf, therefore no additional parking area trees will be required. Existing trees will be relocated as shown. Structure shall comply with Virginia Uniform Statewide Building Code and Sections 303, Use Group A, Assembly and Use Group U, Utility of the BOCA Notional Building Cade/1996. Other code that applies is CABO A117.1-92 Usable and Accessable Buildings and Facilities. 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. All maintenance and game equipment to be stored at the existing facilities on the main Campus. 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. NO NEW SITE LIGHTING IS PROPOSED. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. Ali ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND 7. WATER, SEWER, ELECTRIC AND TELEPHONE SERVICE TO BE EXTENDED FROM EXISTING SERVICE ON SITE. & HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 9. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 10. 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. 11.N0 DUMPSTER REQUIRED BY THIS DEVELOPMENT. ALL TRASH WILL BE REMOVED BY UNIVERSITY PERSONNEL 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS (CC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHAM BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 13.CONTRACTOR SHALL NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ECL) 13.A11 REQUIRED EGRESS FROM THE NEW STRUCTURE SHALL BE HANDICAPPED ACCESSIBLE TO MINUMUM EXTERIOR LANDING. 'SIr PUIR iED Approved by Frederick County Zoning Administrator Date Site Plan Valid for 5 Years from Approval Date Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 PAC Gene Fisher (540) 665-4527 V (n U N W � U L. Q .� N V Q � O I U Ui O O d Q o N C) J Cr Q 06 � � > M 0) N C N -� ramC O O C) in 0 1^` I\ tY a C) F- u. to ui .i O '~ V ils L _ V) i O (1) �0) aw Z -� O i V)00 Q "" U C.i Q O L0 z~ O O O O � vO , UJ O W C) C) Y i 0 0. C) N O W N r• 0 LLJ Q `. - W, M 2 0. C > C U J �v c W W W taJ �y u7 O Q N 0 LID �- O Z Q W o w W (1) V_ w o Z �4 w ZR a U L-i r Q7 C) rTl rr7 22 rTll 11 v/ 4 70 SEATS EXISTING LIGHT 6' SIDEWALK 110 I I N GPOR A -JOHNS NG POR A -JOHNS E RE ED FYISTINC, rHAIN_ RIM,--- 664.75 ♦ INV. IN, - 657.85 INV. OUT = 657.65 "o RIM 667.53 , I "., I 1�,� I.. �1, 1., 0 11 1, INV. IN = 659.58 WA TAR INV.,. OUT = 659.43 v Ic S I 2oo R. L Ll me J'ALL k.A 7 T T I -,, 5REMAIN1 , T, X, R I j 0 EXISTING HANDICAP PARKING TO ...... ..... 'vil A IN H Cl L E• ...... . ... �S PROVIDE 5' SIDEWALK EXISTING GRAVEL DRIVE VE TO REMAIN J MATCH EX. LINE AND GRADE x RIM 674.81 -ALIGN FENCE INV. IN 669.31 15" RCP RE t� Lei TO CORNER OF SPRINK�R 0 INV. IN 668.01 - 30" RCP EXISTING WALKWAY TO BE BUILDING INV. OUT .,668.00 0 Q\_ REMOVED. AREA SEEDED AND MI 11 CHFI) EXISTING LIGHT T_ 36 HANDRAIL I , , i I PER CODE EXI�, TING WALK TO 'BE REMOVED RELO, ATE EXISTING EXISTING FENCE it i 11 1 i I TIO 'BE REMOVED PROPOSED f CENTERLINE OF FOOTBALL 1 FIELD 1 2 WRITE I I # i I I ; PROPOSES f ! y RELOCATE I ; ; ; I {fq¢ (TYPICALIT'F RELOCATE; E� X_ 1 T If StRMD IN ___ __ __ _! ________.. _I_ _ _ ___� ..______ ______.�_ ______ _ I __�_ �_ _ _ _.___- CC;mv i� OF X ry 1p� Z C rf ,A RETAINING WALL DETAIL E-1 Eol 1IL-j-111 A/F-T,6/ P/ F_.4,CHFR,� Lc—l! z PROVIDE DI-313 0 NEW MANHOLE ON EX. LINE RIM = 675-25 0 INV. OUT = 670.58 z PROP. 7 FT. :D 0 THROAT LENGTH=20 FT. SIDEWALK Ckf REMOVE 13' EX., 15" RCP TO BE REMOVED Lo EXISTING INLET CD RIM = 675.89 INV. OUT 671.04 V. 670.58 0 04 5' SIDEWALK ASP! o i' SIDEWALK ♦> ct PROPOSED EWER ""LATERAL :LOCKER ROOM FIN FLOOR cu a PROPOSED ::GEOTEC.H,\ EL = 678.85 > RETAINING WALL, R SERVICE m _p, SEE DETAIL X2 REDUCER SIDEWALK TREE SIDEWALK 2 FT. CURB TAPER TO PA XEMENT ELEV. (STING TREE CA RIM 679.46 INV. IN (a) = 672.16 1_6 RE —ALIGN FENCE I N V. IN (b) = 672.06 TO CORNER OF INV.OUT = 671.96 BUILDING c/) V_ EXISTING WALK TO BE REMOVED DEPRESSED CURB 2 FT. TAPER CURB Al DOWN TO PAVEMENT PROVIDE 5SIDEWALELEVATION. MATCH EX. LINE AND GRADE EX. ELEC. JUNCTION BOX kp CN 01) f f OR, 4P12 (/4 0 S C4Z E 20 10 0 20 40 CONNECT TO EX. EXISTING 2 WATER SERVICE WATER METER IN FEET ELECTRICAL CONDUIT. I inch 20 ft. RUN TO PRESS BOX FOR SERVICE. F-cfl Efll' [3:], ui -4- 0 < cy) Q0 Q_ 0 (D I C) U) Lo U) _0 c -0 0 C) C) 0 "j- 0 N 0 r- _j of� < QD co U) 0 - 't �t _j >, 4 P-) c 0 0 Lc) C) I,- r- _c W El- C) LL 0 un + 0 CU U) c LLJ i5 w 0 w 0- Lo C) 0 CN EN U- < 0 D z < 04 �j D Ld 3: V) V) (n Z M V) m C) z z ui Y 000 z Lu 04 Cl U v— _j .� t`S . , ;l- -„ _ „ \� r` G 1 A 1, i\11, ,!d tty J` t\ Y`�OE l J J t a 11 \ f , ,f r V /'y ` r 1. ! r __._. '� 1 j .., .. - .. _ _ y i , ^ `\ Y �] _ ' t \ { , _ �11 4 D� r 1 I�:. • :" - .:r r \� Q 11 <. ` � .... r , -_.. . 1 %,7 4 i 4 e- .. ._. -... , -. -. -. PR 0 OS i-_, 1. \ , r a 1 , VISITOR1. _ v_ S �,� `�Opy � � I . I - - , D `j ,��.. HE1/ lUD0,�1 H L _ a , � \� . .. :r , \ �. .1 � % � \ 11 I I �' -- y ,,.� �. I 9.. I ♦ 1 i0 RESTROQM \ {�, t . S \ y 11 �, I ..- v .. I - , \ . k,, a 1, . I . ,'- 11-11" o I �. " . � . , J' t P,�RCL `I � s M. :�., c n \\% V 7 I r -4 I +- S. a� fi 2 ,-I"'- I :, ! f �11 r .,-,.... ... .. _ '. , t I 1, i S - 1 Q) , I 4.7 74Z1.1. _ '~'�... RM G6 5 t - __._ _ ' y ,y INV. IN. 657 85 _ _ 676 T b b.,\1 �\\ \ ', S INU OU 657.65' • _....., _,_, ', _ 4 E SERVICE :..,1.• , . a lj .. 1•. y, i \ '+ �/� , ., :. `, '+ i _: . . % �/ ., _. w , , - ,.. , r . .r , . I \ O . .. r' _ {.._ ' . -- N RS v- - BLEAC E% �i , i. K , % ./�� \ \ VV/M. s 4 � C d- 75 6) Q N , ATS 8 678.25 .- ,, , 47D SE -_ , X o 678. \. 1 IM' - 667.53 -' Q , , �/ 1' t , R - 1 Z YpV. o > +14 �� (( o % IN 1 Iv - I - ,... o'd . :, a - a $.- * - .- :a- - _ - - ,`" �'` J d� SID WALK>71 3 '% _1. - \ d- d- _.- w. r6 , I � � ( 11.11 1. �_ _ ; p. , , �- . - - - M ....,. .,.. ' , \, '•, raj ` 1NV.OU 659 1. I'll, I 1, a Z;' .: �. 678. I .- I .-, " , ,,- A- ^_; , 4'' ; ° fi Ej ll ' �- - �t ,& D , fi SIDEWALK 11� v --- -,' U) (� 6 SIDEWALK \ `! . y . � , , . . � . L \ I - , . - - -----*-1 . � \,`, . � I . I I I 11 � �1.111 -, ;r' :, 11 - s . , I J - / � 1-1 - - -F i -D -Q,,-].:- I. 1, � \ } '�-r I'll 1 . -j 'Q.-L - -,�s, L L vj. I I-- < / '....; --- 1, "I .. - \�,,�, I L. 1, , I ILI'. - "..i � L - . I.'*--. - &- >,, IV 1 , I,? -L IL - '!� L �A . /�1: L V -1, IL ' t - ai - E TE_ _WITH-.- A--, , : ,..I, '.-D �� ,� �,i� I � - , .I I I I . - r I '', -.1 . I .--11-1-11 . . ..... . ". ,. -', I I--, � I I 1 I- I - \ 1. - 11 L 1, ' ' �, 1' i ` Ei. - ,�< EACH E/ LR S '� - �. -1P ,� :,1 I , ) - .., I cn :. -,;. ,-..-.., ..*.:' sc^,.�,f'tv�2.aN'"1G�ie o+.Ya'��::.::t en"%„'. -<p a.�s'+ �T� ... �;� ,��.;>��.l3'r_^.rsA:'.'�`a..rd-:;a.T,mKar ..�% ..G,s a, ..ww':eX...:F�'axaY.-,'2c' r�"„h ..ram ... -.. �`.. J,t ri t � 7i+. ~ "`-,.. .. ... , :,.:.... ..+..o n'.ti �. ."'<"1'..:Cka ^C%,:.u_ .kkt-,.cM:: v'SGXrb. 1��r V: -. .4& ` .- - ... '.i f ^, - 1 t �./L I I. _ w..> s,,.. ., (I r �l _. 3 x - t` r 1. ,A r �. /1 .. (vim ' ., ;;�,L.I` . EXISTING _GRAVEL DRIVE....TO REMAIN-_ a� RAIN _ L. _EXISTING -4..�. �., .. ,-.. l 1 , �� - (/� X } V `, E f1----- _, ._. . ,.....,_. t \ . t t -., .,_ ca 1. lci- --� - ----- -- { /,h, ! 1 J_ \ f , f ,/ \ RI = 6 81 : , y M /f ` , X - 669 31 15,� _ 4 > , I I I - - RCP_ , 1. 74 i+ , , _n sr.:.__ c0�1 (' �� ` ; \� r r ,� `'•, {NV: IN 668.Ofi' 30" RCP .J ti / _, / SPRIN O - -- �, 1 ��` � . ' T- a _ f ? r f + _ OU ,.� {.. : ._ \! \ . � 1 !i 1 V J : . " . ... ... .. - -- f5 _,-_. < i . --- . f A\ \ ', ,. ,_ v% \• (.,+- f - a .. -.,...i�,._a .r____..._,...�..., -�- -.-- .,..,--...» - -_____ - _J 1 _------_-..,_-___-_---___------__-.,�___..,....._.-._._,_____p--._ l �.-__.,,__-,_,_,} _�_ ------1- _.--,__._ j* - � _� _ i _ I i I , T_ - - �- �- , i E - rE _ :_ , �__ . L Q �78 r Z I I E I I I I E 2 REQUIRED i--- • ,-, ,, <- ♦ 6 Z ! I I ( 1 ♦ w ! 1 1 Wig_ E h PROVIDE DI-3B C.� I I I I i --�-�►„ E, _ � [ '. , . ON EX. LINE I i N W � MANHOLE 1 I i ' '- � / 4 I 5 " Z I E I I I I 4 I I I i -A °' INV. OUT = 670.58 �- ! i i _ 6 �, z I I I i i ; �. 1 I I { I I cA ♦ THROAT LENGTH=20 FT. oo V7 j 1 i i I E , ;.. r I !,� 1 I REMOVE 13' EX. 15" RCP r 0 I I I - } i I I EXISTING INLET a- I I W f ' f 1 r I I i. - B I , ,., �,- TO BE REMOVED `.e/ I W I r I I I f 1 f I I 1 67$.$0 a o RIM = 675.89 �" o E + I i 1 ► 1 I 1 e INV. OUT = 671.04 r� V. - 670.58 i � l + 1 1 1 1 1 1 (I . 11 1 1 1 i 1 1 I i 1 (< 1 1 i i I I l l i 1 i i 1 l l l l l l i l l l l l 1 I' .(I ill ( f i l l I Ill"I I I I I 1 I ! I I I I' l l 1 1 I I I I I I ( 67$.20 `, ��P � �, I i I, I1 1 I ! ; I ! 4 ((i ij I 1j i{� j f g()f }I I � j I 1, r E I, 1 � I 4,. j ; I i!a w I u`�• 11 j ►:; I f PROPOSED 4:1_4 ��sE R I i I I I Iry I I f I E 1 I ! t, t I w: ► LOCKER ROOM a ORAL �C I I ? CENTERLINE OF FOOTBALL FIELD i "' # i i A f _ I ; t E _ I �o FIN FLOOR Iq I I ` ► I PROPOSED GEOTECH � C.7 I I I ` I i i E i I I EL = 67 - RETAINING WALL i E I 8.85 I I I 1` 1 �� SEE DETAIL 1 , I I 2- i i I 1 I I ! I I [ �, / . j I I i p i.- { 1 I I I I t e a , I I I i i1 ' I 1I "'II i1�''�11i11111 Ii1i1111, 111I 1111 11111 1111 11i1 Till Ij111 111' lII1�l1 III#; 1i; l Eif �r i i I I 1 � ( i ; 1 I ! - D I i I I I ° T 678.50 %, N I l i ; I , 678.80 _ y I\ G _ j I i I I 678.65 -> I I! i f I `\ a. in. I i i I � i ( I f _ i I 1 i I N_ I , i �` I I I I I I *-, Q 4 D cn W- E - I I I ! I I I I i I '' 680.20 � - RIM = 679.46 0 I I ` ! , I 8 so V'f 0 I I i I ; I � INV. IN (a) = 67296 y - I I ? I E �� _ ,rd INV IN 67 \�� 1 ! f _ NV OU - 6 . _ __ . _ - - - ._. I f� � -� I T 7196 : I - ja I -----i- I -- � Cf) W -----i---.--- _ I i_ _ ' _X�_Tll _ST �RM �DRA1 I _r - �' WI I I_ s .1 \ L-. P '. ,U) . .I(\ V L �� . .11 Cnce S - -.1 I ,� _ _ I 1.11 .1111 -L ..... . - 11 I -.11- -111- __., P "I.,., . \L -, I % ,�, ''I � , ,�� - �Pl I I , �1' ,-"- �- � - .. I -.1. --- - I - -,-- I 1- - � /,- -11-11-... - I I L . I - I-,-,- -- ( ''�_' - - - M . ��r ��A ORWRH/GSCW,F �- is 20 10 0 20 40 ,� 1 c s t? �'\ i i \ _ i : i ; n �CT'' ,t ' f O /N FEET) 1 <v CN O 14, EX ELEC. 'l , -- 1 inch = 20 ft. ,.- I. _ ., f \ `,� ,.1' 1. IJUNCTION BOX ` 4\ _ < - N EXISTRlG STORM DRAKE & SWRIRE . ........... . -- � . _- Q4 /� /' II SEEDING REQUIREMENTS PROPOSED sroR�T sTRucTURE �. -' : �. -4 �y ,off`` a- O ........... - <v .. � -Y� Z PROPOSED CURB & GUTTER ....................... ; - <L Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil r / 0, '� and be seeded as follows: DRAIME RDW ..... _ _ _ . _ .. • ...................... CN I-,:. -� `" f ' 9�� w � Ll 200 Ibs Tali Fescue per ac. E1 GRADE • • • .. . ..... . .............. • • • • • • . . _ �- _ -.s� ____ f,- A ,- / D o x 12 lb. Annual Rye per ac. O �� Cn 1000 Ibs. 10 20-20 Fertilizer per ac. pROPOSEpc wE• .............................._ r� `f I 2 tons agricultural limestone per ac I` Il , rat f N, S 1 i v PROPOSED EASEl1ENT AREA _ _ ' r r ' . ly�� 2 tons straw mulch der ac. - ;rf '� ' • r`� Z Permanent seeding will occur as the final phase of construction r� PROPOSED SLT FENCE ... . ........ . ............. _ SF • Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not Q, yet at final grade shall be as follows: CONSTRUCRON ENTRANCE ®crr `�' 1. � . r � /� V. M Q }s! \- 60 Ibs German Millet per cc. May through September) of o -16 60 lb. Annual Rye per ac, (October through April} 450 lbs. 10-20-20 Fertilizer per ac. PROPogD Ec-� .. . .. . ..... . .. . ................ . ' N�-� M 2 tons agricultural limestone per ac SLT TENCE INLET PROTECTION i '" 2 tons straw mulch per ac. CIP 0.�;%'` f o • Seeded areas to be watered and cared for as necessary to provide grass emergence. �% v1. Z 3 v z Go c� W = w filk FRF'-K "011IC -- - C LINTY PLANIIIiN, & DEVD-OPIM(EINT CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES PR£MANUFACTUR£D TEE OR VW C14 Il,ii I�r CAST FZON CLEAN OUf CAP VrnM BRASS PuiG. PANELLA MODEL. PACV-C= (4'7 .AIR 21 PMELLA MODEL PA6SV-= (6'7 INVERT OF HOUK COW To BE AT LROVN OF SEVER SPRING LINE STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION SS-4 SCALE: NONE CENTER ROW MAY BE S LE��MAN 4:1 r , SLOPE — 'MAX.4.1OR FLATTER JUNCTION SLOT *MAX. STEEPER THMN 4:1 r — CHECK SLOT EDGE AND, N JOINTS TO r TERMINAL FOLD, BE OVERLAPPED, 2" MINIMUM. LAP JOINT 2" MN_ - COMeINE THIRD ROW Of STARES FROM EACH STRP N LAP WITH ALTERNATE SPACING. "� J 1-�e--ice-� ii" MAX. SLOT ,TAMP SOIL FIRMLY CAREFULLY COMPACTED I SELECT 34CKF/LL ST AGGREGATE STANDARD NOT TO SCALE TRENCHING AND BEDDING DETAIL '0 ANCHOR SLOT TAMP SOL fRMLY/ TERMINAL FOLD I I TAMP SOIL F"LY TAMP SOL F9%LY MP TASOAP. FRA,M.Y 4m I � CHECK SLOT JUNCTION SLOT Notes. -�-f+T' i0 I' 1_ APPROXIMATE 200 STAPLES REQUIRED 1" TO 2" PER 4' X 22S' ROIL. 2. ANCHOR SLOTS .UNCTION SLOTS AND 6" CHECK SLOTS VO BE BURIED 6- TO 14" JUNCTION SLOT AND VARIABLE_ 31. MAX. SPACING C-C CHECK SLOTS = 100' SLOPE 45 OR LESS SD' SLOPE NO. tl may, STEEPER THAN 41X GAGE WRE 4.5TAPLES FORMED FROM N0.$ STEEL PLAN VIEW WIRE $" STARE MINIMUM LENGTH SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH FOR SOIL 6" STARE I�InIUU1M LENGTHTH FOR R OTHER sal. GENERAL NOTES: ISASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE N PLACE. 3.JUTE MESH OR SQL RETENTWN MAT N ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING IS TO K LOCATED AS INDICATED, ON THE PLANS N ACCORDANCE MAY K USED, AT THE OPTION OF THE CONTRACTOR WITH THE DIENSfONS SPECIFIED ON TYPICAL SECTION. 4. WIDTH OF MATERIAL MAY VARY FROM MINIM( 1 DIIMEMSION BY INCREMENTS OF 2'T-TOP" STAPLES OR OTHER wwACTU s DESIGN APPROVED, BY THE ENGINEER MAY 4 OR 5 FEET. BE SUBSTITUTED, FOR THE STAPLES SHOWN. S_ FOR SOURCES OF APPROVED MATERIAL SCE VOOT"S APPROVED PROOUCTS LIST FOR ST'D. EC-2 MATERIAL. SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA KFEICNM 244 114.02 V RGNIA DEPARTMENT OF TRANSPORTATION 6" STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. FILTER CLOTH 6- MIN I Al SIDE ELEVATION 70' MIN. B WASHRACK I F- (OPTIONAL) Z- VDOT #1 I ( �� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE + MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION A --A REI........... LKALIV WIAL& 10, EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. SECTION B—'B SOURCE: ADAPTED from 1983 Waryland Standards for Soil erosion and Sediment Control, and Va. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW Nil I" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. G r— 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW —I.- EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IWIRE Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Stood A 11yan PROPOSED LOCKER ROOM F.F. ELEV. 678.85 6.00' WA 4" CONCRETE OVER � I 1 2n STONE '-------------- ------ L- - --- - - - - - - - - - - - - - --J - - - - - - EXISTING PAVEMENT TO BE REMOVED SECTION A 5' WALK PROPOSED GRADE /- VDOT CG-6 SAWCUT EDGE PROVIDE TACKCOAT PI ATE. 3.05-1 (STING PAVED SURFACE EX � — V (n U d � Q .� Q h V Q O i N U �- Cn LC) U) -0 iJ O O d Q 0 O N O 0:f Q (D CD oiS > N c N c r7 c O O _U Ln h C� 1— LL. N Z 0 L Q) f� L _ ---f- � U; O a� .Iv .c- �a (11 W Iq C U W 0 Ir a Ili O O .�. N Q Q Q Z 0 O � Q `* W Wk-- Z o F- M Z 0 3 v Zo0 (A W W 0 r D z� li - � rn m c C� C7 X m p �C za m ,.V. � My` i � V i • 41.010 , - 7 ' 1, ,. SHENAAeOAH COLLEGE, /lu _ PARCEL A-, \�' c C 8 07,�2 ACRES 4. .., 1161 \ ` , 47o SEITs \ N22-143411E a J F'v v i EXISTING STt0RN1 DRAIN 1 \\� lilt 11J, IM fill Ml 805 \ \\ S F'�\,SCOREBOARD \ � •''` � `' 35 FT. HIGH tail lllt fill till tiff j•[IiI i CA \ \ [ r MEN RESTRf t ry. 7�'j \\yk \ \ TR4N-'Sf�C ELECTRIC A 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 faclliiy 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 Deportment 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 contractors resppoonsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800-257-77 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 cleoring 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. UTILITIES 1. All extensions of water and sewer lines shown on this plan are privately owned and maintained. 2. Water and sewer lines are to be constructed in accordance with these plans and specifications. 3. 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. N 3 ar . 657.s Wglt.M43 NJ PE BRIDGE HEIGHTS ZONED: RP U. wa}Fa USE: RESIDENTIAL Ci4�ApH/CSCALE 50 25 0 50 100 ( 1N FEET ) 1 inch = 50 ft. 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 hove 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 certiflied 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. 20" WATER EASEMENT 'a t ■ F i104 t ORIGINAL SITE PLAN SHENANDOAH UNIVERSITY STADIUM DETAIL, JANUARY 2001, 111-01 AMENDED JANUARY 2002 TO ADD STADIUM PRESS BOX CONCESSIONS AND REST ROOMS. ff PROPOSED SITE Ift Vicinity Map Scale 1 "= 2000' .1 PROJECT SUMMARY -STADIUM IMPROVEMENTS TAX IDENTIFICATION NUMBER .................... 64-A-110 TOTAL PARCEL AREA ............................ 18.43 ACRES ZONING.......................................... HE ADDRESS ....................................... . ..1460 UNIVERSITY DRIVE CURRENT USE ................................... STADIUM PROPOSED USE . • STADIUM EXISTING LOT AREA 18.43 ACRES DEVELOPED LOT AREA ............................ 1.0 ACRES SETBACK RE UIRED PROVIDED FRONT 35' SIDE 15' .� REAR 25' _ BUILDING HEIGHT 45' (MAX.) 14' FLOOR AREA .................................... 4956 SF (LOCKER ROOM FACILITY) ........ ... ....................... .- 1105 SF (ViSIrOR''S RESTROOM) DEVELOPED LOT AREA .......................... 1.0 ACRES LOT AREA DISTURBED ........................... 1.0 ACRES Parking: This site plan revision proposes no new stadium seating and therefore no new parking spaces ore required. The plan does propose a reduction in parking area of 6,024 sf, therefore no additional parking area trees will be required. Existing trees will be relocated as shown. Structure shalt' 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. 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. All maintenance and game equipment to be stored at the existing facilities on the main Campus. 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. NO NEW SITE LIGHTING IS PROPOSED. 3. Ali REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al17.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FILE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND 7. WATER, SEWER, ELECTRIC AND TELEPHONE SERVICE TO BE EXTENDED FROM EXISTING SERVICE ON SiTE 8.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 9. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION tl 10.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEGHT= 45. MAX. SiGN AREA= 100 S.F. 11. NO DUMPSTER REQUIRED BY THIS DEVELOPMENT. All TRASH WILL BE REMOVED BY UNIVERSITY PERSONNEL 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2000, OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 13.CONTRACTOR SHALL NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ECT.) 13.ALL REQUIRED EGRESS FROM THE NEW STRUCTURE SHALL BE HANDICAPPED ACCESSIBLE TO MINUMUM EXTERIOR LANDING. giiMEE`I'T' ;€ Approved by Frederick County Zoning Administrator Site Plan Valid for 5 Years from Approval Date Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 P.O.0 Gene Fisher (540) 665-4527 V5('j 6 p Ld w 0 o Z Z o = 0o v W Cr n a- +J U M Q V Q � o 0 I N U r c N 0 C) 0 J � Q cfl cfl 06 V; Q) > � a; d- '- .E." QJ J Uy C N + n to C r) C 0 0 a Lo n U F- u. O L M =M + V/ O� A� 0) 0. W W 3 cc a to O O CV O ul d- Q III LL_ O Z Q � W W o L4 W w U) co Z Ln r` � Z Z �e r Z 1 9 0 U �N .000, 00 11/ ADO% CG�LEGE lIVC.SHE( PARC ;; �_ 3o�z SCR is N n'm EXISTING STORM DRAIN '��`� 19 NGPOR A —JOHNS v RE D N" EXISTING CHAIN — LINK FENCE i SERVICE EXISTING LIGHT 2 Av R 1 664.75 INV. IN — 657.85 INV. OUT = 657.65 I-jjMBRT 11� F P ID' Z 0 JN _]�j 1. R P .;1 lTT Q__�F R1_'i JA11I I ) J -1 � I DIAL 'AMIAU I REMAIN r LXVS IINU HANDICAP t j - 'Y W A RIM = 667.53 INV. IN = 659.58 INV:.... OUT r-rO A I s AZ 2oo VICE SIDEWWAL -J. YL A '13Y _._ � __._._._...'°- _.._-____=-•�;-cam? # RE —ALIGN FENC Uj SPHINKL 0 R TO CORNER OF EXISTING WALKWAY TO BE BUILDING REMOVED. AREA SEEDED AND M111 CHF). 17 T T 3611 HANDRAIL P R CODE EXI TING WALK TO IBE REMOVED REL&ATE EXISTING TREI r i ! i j{{ ' I EXISTING FENCE TO REMOVED PROPOSO CENTE LINE OF �1OOTBALL i FIELD 2 WA,1TE PROPOSE. RELOCATE (TYPICAL i OF `,+ I i i ` i RELOCATE --__�______. I �_ _�__ ' __ __ _ i �____ _ _..___.�1_ ! .___�_ I�T/Nd ____�____-------.--�__ STORM iDRAIN ��- _ _j XCX,i1AX 11,01 1 W,�T C -o 7 _7 `7 TO F M 0,r) I N C tj f R. < 01 Ir Q LT, R C ;��t t:GATE 411111N. CIO) -A Z z R LE A TED L'B"AIN 16 V_' E L4rv: K wmmv RETAINING WALL DETAIL R-2 F?j P2 -1 E AXF-T,6/ P/ FACPFR.S OR4PI2 X4 0 S4 CW j F 20 10 0 20 40 IN FEET I inch = 20 ft. SIDEWALK R SERVICE SIDEWALK TREE SIDEWALK____�. (STING TREE----,, RE —ALIGN FENCE TO CORNER OF BUILDING EXISTING WALK TO BE REMOVED PROVIDE 5' SIDEWAI MATCH EX. LINE AN ELECTRICAL CONDUIT. RUN TO PRESS BOX FOR SERVICE. RIM = 674.81 INV. 14,11,= 669.31 — 15" RCP ♦ IN — 30 RCP V. IN INV. OUT = 668.00 V) z U-1 PROVIDE DI-3B o NEW MANHOLE ON EX. LINE RIM = 675.25 INV. OUT = 670.58 z 0 InRUMI LL1AV1r1=20 r REMOVE 13' EX. 15" RCP af W CL EXISTING INLET TO BE REMOVED r to RIM = 675.89 INV. OUT = 671.04 V. 670.58 CV 5' SIDEWALK C) bi V) bi 4 ',SEWER LA RAL cu PROPOSED . GEOTECH, • RETAINING WALL, _p, SEE DETAIL X2"REDUCER A 2 FT. CURB TAPER/1_' TO PAXEMENT ELEV. C,4 RIM = 679.46 INV. IN (a) = 672.161 INV. IN (b) = 672.06 INV.OUT 6 6 d oo 00 Z_ DEPRESSED CURB 2 FT. TAPER CURB 20' 1,41ATER DOWN TO PAVEMENT EASFkIENT ELEVATION. EX. ELEC. 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I 1I I, ' I," I , .:;I. , �\ 'I' , 1 \\)I�t I \ 5Q/ - NI ,%I I.\ � I ,I\ � -: h � /.. �� . w� l ii.; �_. -,i J t o y, Q r I \t � \I,. , � 1, .I1 I II �1, % 't\� ',1%L1 �,\ \, 1I �, ,,� ,",I� I � �,,. t. I,1\I 1@ .I 1.i Ik� 'L�', �, \I \II � \ , - � & U. >_-4 tY�QCU%0(-c(C>�>0C0CUVC0�1(00, -��))))i)*)-) ,FVl y _ ., ... ,n L r 7 y ` s� f w ,.., r, , C� k .F _. \,` .-.� ° � i } ,I, i� ,-, � \ L, \I. 1%1I . 1 _, '1. I.\\ I I � I 1I I I (O\"(1.rI,', _I -I I _ ._.. ,. „ 7 f 2 l � r _ _• - ,. -�. i , .. .. , , _+ . \ \ .. - , PR z �` OPO�D - 1 11 ,� r i .. r I) , t , 1 v � 4 *1 1/t1 IT r {�R S � r , `4 /r / a O • _ RES`�R00\. „� } MS , t 't i �ti r � WwQo �.. PRCEL f; y , „ _, . S.FF.F. 679.00 '\ ,, , ,•: ` - , " _. _ I , t i i �, 72 q �, 6 ti: �, , /' s • �. i ti . tl - w \'r i 1 v �, - W. t �f - I 4 t .,__ _.,......_. _ _.,_, . , �4 l 3' 1 , I. .., 6 - INV. Tr _ 673�7 6 67 , ., N OU 5 5 , R ,6 , , - a., _. ,: � _, - .. Q _.._.. _. __.,__ .w__ 4 SERVIC E __.. SE N, _ .. 1 4 , � _ _. n, X "k \ . t __b� , �, . .. „.� �. 1 t� . .. r .. , \ .. ` , , � a .� rt.... \ �f , , - \ l „ .. a ,. i, , 1 l r . .. , SG A CHERS I _ ti 4 N �� , -1, n. .,n:m.r.. ,, t .75 6' a r \\ 4 70 SEATS .-. . DN �, 7X '', Q o o r 8.2 N.` 8 6 5 `�) , 678. _ „. / Y 'i //}/ ;,` �- �� ` � '� \ '` '; � RIND' 667.53 � •� �� Q q < a . e e P.INV. ,IN 659.5$' \ ,.1 ,y o2f d8 ID - � _ \ S WALK e e a :\ \ INV.OUT 43" d v :k.` `659 '\_. I /'` , }i � \ _.,,11,�, ,.�,` NI .,�I'1 D � 678. 1 Z.. j V •`\ N c o 0 ,. -'.N.'-. ,I�E >. 1_.i"- - ,I-�' 'I.I, �. I. R.�I ,1- P1._ ._.�._I ,� --I 678.90 , : " :: �z r �� ITT} _i T T � v F.- 6 SIDEWALK \ w., �; , `` . -` 6 SIDEWALK f , : . a . \ \ ` \, ,. L 7 , -- .,.. _ . ,_. _ ..___.._J____:. .__. . ,.. __._ r j/�j _ + �? \ - , I ?_,_ , i ,.,�. ,.,_. , T WITH 1 _... -' _ �L7NCRE E --- -v �\� _, , ,,' i1I � 1� � �"1HI\, 'l1� 11 1I1 ."I, \ IL �, �� I � ,I 1I1.1" I , , - ITT , V ,I ,��I \ O1� 1 .", . " �;1� �, ,� ,� EX D EACHERS t r 1 i TL bJ� B , co [� _ V. i. s »,x m u x sariu r Lcnera. r .. ;r .. ..,. Nk'&'. S,7T .,.... 5.,22,cX�zCq^.t:,=.'7i ` Ydx.?.! 4'33*w"Yi-..-".9Ch",32m#�^�'+tn`+4.^�c&'.='. ,.., ....; ::>3M9F:Et: 4 ..(;-Ua= ! .s';i;^�'s¢nro':;Rl7.rCAe K`.a:9 S aW...eYz:.tYY:t'•snc?-ee�/.`LhaY�'. :. :..� � , ' .,., „ w:, SSetS tm`.„fi'.x. TF.xSS:E�')d sR."n..s!^f. "�^`Fi :'t+l""w,Y, Ti, 'S:"b�.Y`>,'%iR,�?r: ^,E3'+T:.eM. c_ wiT2trm'sbT'R'1 &'t n4"�"T^ c5 •- t rn, '�F,'s','=H�fy:•....fZ+3"5 _ , ::-;c9: _,.E,:., ..5,..��.vi'A.. !2R-c t3elH1_J �'v-°!'3%fGX.m' An.a. Sti.3!A2223.,�:aJ 5 ,cK"'v2r �X '$.d'. ,. .. ^ ! ._. t„ .- C i ..' _: - t' I - ; - , T- y� n ` q ,r .a G % 0 r , y , . L, L EXISTING.-,GRAVEL__DRI __TO REMAIN ,,.-_..._._ ,;.1 ., k� r d' G STORM DRAN _ , ,_ ..._ _. ,._, , ..., _XISTINL .� y:- , w.. .; E t ,,z c: . i >" ; w ,,, , . f _ .i.0 ., v }. t ' .. ' # ANv -, -_ l l4. t (0 IL �/ , -" r - ` i t 1 . . _._,.._ __ ._ _.,\Z)..... G, ' ! II; _,,I_ Ube' Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction Temporary p ry Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. May through September) 60 lb. Annual Rye per ac. (Oc ober through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cored for as necessary to provide grass emergence. nw C \ '' z , - .. , .,_,., -.,_ �_._.-. `/` \ 0 GRAPH/CSCWF 20 10 0 20 40 ( IN FEET) 1 inch = 20 ft. _ _ _ 1 i 1 , 1_ / , I . , . 1 1 - . . . . I I , , I I C " ,I1 ; ,/ .! " I_"/ 1 I'..__7,. .I ! ...1-I ._'1.. ..,I1IIIIIIiIII.I ,_.1_.1<1.,,IN.:I-. "-it,.1`.. "-,. _.V.,-1. , , I 1',4.. i 1I� I "-S \ III-�I1 I t I,�(_Z-� I _) _ i (,.,,. Sr. Sj .,� _ tQ.M0 �_ _ _ a -- ' k w - ' .IIII _iI .,_I 1I_1 7 _ I IVII I I - ,', , ,I " \* ' . , _ I " �- ...:,. _,r , _ _ ` RIM 67.4.81 - . I,I. x -I , ,, \ INV. IN,,= 669.31 - 15" RCP \ IA\! SPRINKER 0 ., _ . .: _;, \ INV. `.IN >.. 668.01 - _30„ RCP J f . �\� :1. INV. OUT 668.00 -. vi I 011 11 __ I i_�IIiiII!.II III _ _ I __i _ __I i,/_IIIIi7iI 1-� 1 I-! I !�' 4 r � y , i I _ v+ o. i _._� I014Irr%.4 � .9 , f i _ /� I E -2 REQUIRED .. .1II, qI-.. .. M' ' 4, PROVIDE DI-3B V . ; _ w t --# _ i 1 ,I .:',- -I. , .,1 ]. i * ,�--_1Ii,-I."tr - ,, .1.�-.11.11I,1. 1� ;. r NEW' MANHOLE ON EX. LINE o . > ( _i _ F� _ `� RIM' 675.25 " Z 1 / a i ' i i 6� `3a, NV. OUT = 670.58 �I I ! �A�A ` ., , THROAT LENGTH=20 FT. . j i [I 1I",,\"I ',6':, . , `0(I,Z-I 0. : } `-{,..' ► , i REMOVE 13' EX. 15' RCP � v .". I. . ,1�' I . ,_,I,�I 0 ' �� EXISTING, INLET Q 1 \ Ix i i.-. �. , TO BE REMOVED W i i I � 4. LO ' I I 678.80 RIM = 675.89 o n3IaCC1=5n2L Tom?,,. vv. - 67a.58 I ;;;1; I: ,V '_ 'I -. 111i1.,.I% ".1 ";;,!; .\,I,I",I1.. 1�-,,�I 1,1 INV. OUT = 671.041.1 "- 4- q� I k Wi4IWE-13- ar-n�: 111 1 I i i I1`I# 1I## illl I'1# '`'111 !lil 1 678.20 �Pe ;' j ; t I i ..e • \ / N , i . MLU(WI> I !1 i I , - a - I .." .,1. J i 4 , i PROPOSED 4E R `"I,.,_�, I, I I ,. e, (1- -I ,". - 1I1I 1I I 1,- I ; I LOCKER ROOM % RAL 4, Q I k A; . - t >o FIN FLOOR . k ! �, PROPOSED CEOTECH , e C.� I EL 6 78. 85 ee- RETAINING WAL.� � , , 1 i I �� SEE DETAIL `� ` -'' �r a�' \° , , j''� , } =/� t! 1 ; .r �\ 7 I i iIi I f.. 1 ' i 4� � ! y. '� �.5j '•\ '`. I # f i k a �A i a -e II I I IiII I I iiII!i1-; )7� t I�; ""!; ; :- ', ,.-'' - "_'i1._( ,-1-,i. _'.1 . ),. 1i !iIII bI 1 , -i -I 1 . Ii;IIiI I .�I ,I I.N_I"-1., 1 I I 'II ..1I.1_.,I, . I1 .11� 1, ,_ .-- I 1"". .I- ... S I I j 678.80 - y� \\ = i , ; I 678.65 '- g d I , l I ' i i I ' ' �� f i k j a w I I l i I i I �� ;_ �, 4 I i 9 ` I i, _ r; ;�>' I _ I._5I1"I I. 1`'I1T'"'I 6$0.20 8� RIM 679.46 (n v I 678.20 q INV. IN (a) 6721�i ' , N J x I - .q Y INV IN (b) 672.06 I l' INV.OUT = 671;;.96 _-_EXI_TII� STORM DRAIki, �' r w __ T____________ _______._. ,_ 1 __ I ,, vk, ;- z -.I I, &� P -. (v� �% fU) _._ \ n uy , -. .. , <'� +� Y f ,1", , I1 . _ rI II ' ., II �.I I,-11JII. 1_'".I .",,..1 .1 , : "11 I 1: ., J��,...-. ..1 - .-.I- ,. ..I. .I A_, --, ,I . .' � d. .I "-.- - L - . I.- (\I . I..:-e. I ,-,111I1:I;, I e' w -/� -'\,1 �'�\I- _,_.. -,._ 1 Hwy%_ �a .%r. I.\ k;\ -,0 ...__ �� ; ' X ELEC ","� _' 11 E 11"I 11 I I �J LE_ GEND JUNCTION BOX ' EXtSTMIG STOt�I ORAMAGE a =___ � Q4- ,r' `J, . !' _ -,_ 1 PROPOSED sz - ,� 1 oRAKAGE & STRUCTURE ..••., - , A 11 _ (V fl �,i PROPOSED CURET do GUTTER ...................... - '._ , 9� DRkWE FLOW ................................... N i ' � �` "d, O-' ,Z 1k, �..,-� .1. , ,I ;,I . �� /1I`,I , 4". I'.., I " �. I,. � EXISfRlG GRADE ............................... . _ _ ® /' ,® -yam, PROPOSED GRADE ... . .................. . . . . . . .. . _ _ LQ 7`} kS' PROPOSED EASEMW` AREA ....................... rr' ! i /' F - - r' PROPOSED SILT FENCE ... . ......... . . . .......... _ SF r.I `', �� h �' i',. f, / t , cor�sTRucnoa ENTRANt - ® k �'' y `y O i& PROPOSED EC-1 r I f I /I t ,-,r i. i 11 , SILT FE7VCE SET PROTECTION CIP i - r �', o 0 /- ,� \ . + , to O O tV p * Q N 0- Q V - 0 � <C Ih r � o E Z R A i.: 9 W � M o . Z 3 V Z ® 0 V a v'• �21NIA CITY OF WINCHESTER, VA CONSTRUCTION OF .A SILT FENCE - DEPARTMENT OF PUBLIC UTILITIES �� STONE ENTRANCE ` CONSTRUCTION ENTRAN (WITH WIRE SUPPORT) STNX8" �D 8» /\\//�\ 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. �6 q� i /\ CAREFULLY COMPACTED TRENCH UPSLOPE ALONG THE LINE O ? Nn+ ao /\\/ \\/ SELECT BAC/fFILL 70 MIN. EXISTING PAVEMENT OF POSTS. O \\\ // / Al 3' 5:1 �WO0 FILTER CLOTH g" MIN. A MOUNTABLE BERM Z. BEND,/ V j KAX PRE� ACTURED X N SIDE ELEVATIONTEE at Vm \\/ \\\ EXISTING GROUND } U \ 1 70' MIN. J Q 1 \ T CAST Uteri CLEAN OUT CAP WITH BRASS J'/ PLUG} _ _ _ : \� B WASHRACK 10' MIN. — C�•�--� - •0 U // // / (OPTIONAL) 1= U SBR 21 PANELLA MODEL PA4SV-CSK <4'7\\j O �" N LO PANELLA NOBEL PA6SV-CSK C6'7 +s• \\ _ _ \\� 0 • 10` MIN. FLOW ` I I Q V O O O F-- O .— EXISTING i I I � �) --� � Q � � \\/ / PAVEMENT 4" 06 - a) 6) co d d 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE VDOT #1 I �� POSITIVE DRAINAGE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL 3 � p O- O STONE COURSE AGGREGATE I TO SEDIMENT �t -c LL AGGREGATE I TRAPPING DEVICE * MUST EXTEND FULL WIDTH N Uj STANDARD OF INGRESS AND EGRESS ' Jk NOT TO SCALE OPERATION PLAN VIEW il,�i L °, CLEAN OUT �� -: r:y � i- di STACK TRENCHING .AND .BEDDING DETAIL 12' MIN. PREMANii•ACTURED TEE OR VYE (iII O (D INVERT tF HOUSECONK TO BE FILTER CLOTH SECTION A— A r- FLOW 0) AT CROVN OF SEVER c 0. LL1 •. .• : _ -._., 1__ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SPRM LM y FILTER FABRIC STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION REINFORCED CONCRETE DRAIN SPACE =III I 1 WIRE ` ( Q SECTION B—B 1111 SS-4 SCALE: NONE _ 7 ,r- W SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Ci - &rwood A TMt D 0 W Z W PROPOSED 6.00' 5' WALK U LOCKER ROOM WAILK F.F. ELEV. 678.85 PROPOSED GRADE PROPOSED GRADE VDOT CG-6 EC-2 _ ~ SLOt SAWCUT EDGE 4» CONCRETE OVER PROVIDE TACKCOAT ' � � � � CENTER NOW MAY es: ��° — .n 2 STONE ELIMINATED WHEN SLOPE , /MICHDR I i i +s LESS TMMI 4:I TAMP SOIL F>ftKY 4=1 OR FLATTER JUNCTION stoT I I r ` - — - - - - - - - - - - - tST1NG PAVED SURFACE 3' MAX. STEEPER TNWR 4.1 w _ —_ i -'�— CHECK SLOT _---------------- -- T ANCHOR SLOT ( CL ' TERM#RAL FOLD f L — — ------------�-----------J Q EDGE AND JDNTS TO R BE OVERLIPPED 2- MNUNUM.LAP JOINT 2- , EXISTING PAVEMENT TO BE REMOVED COMBINE' C01E THAD ROMP OF STAPLES TAMP 401E FIRMLY I I i FROM EACH STRIP N LAP WITH ALTERNATE SPACING. `"ft"-9" MAX. TERMINAL FOLD �, U SECTION A I /� a+ 8 �j i { W W 8 cn ce i TAMP SOUL. FIRMLY I TAMP SOl FIRMLYUU TAW SOAP. F Y , , � CHECK SLOT JUNCTION SLOT O Notes; 0- �—fsr' To 2-0- APPROXIMATE 200 STAPLES REQUIRED -1` TO 4" PER V X 22T ROLL. I = 2. ANCHOR SLOTS JUNCTION SLOTS AND L0 6" BECK SLOTS V0 BE BUSIED 6- TO 12- O AND VARIABLE. O JUNCTION SLOT 1 MAX. SPACING C-C CHECK SLOTS CV 100' SLOPE 4% OR LESS W SLOPENO. 11 UK Q t=i ¢ STEEPER THAN 41 GACE WIRE 4-STAPLES FORMED FROM N0. a STEEL LL- PLAN VIEW WIRE 61 STAPLE MNMA1 LENGTH SOIL RETENTION MAT STAPLING DIAGRAM FOR JUTE MESH LENGT~� FOR DY OST AKE SOIL. "I'� Q GENERAL NOTES: W L GASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE N PLACE. 3. JUTE MESH OR SOIL RETENTION MAT N ACCORDANCE WITH THE SPECIFICATIONS W PROTECTIVE COVER»iC IS TO BE LOCATED AS 6 CCATEO ON THE PLANS INACCO NDA14M MAY 6E USED AT THE OPTION OF THE CONTRACTOR. WITH THE OME7rS10NS SPECIFIED ON TYPICAL SECTIOrR 4. WIDTH OF MATERIAL MAY VARY FROM WORN DNAENSION BY INCREMENTS OF in In 2 "T-TOP- STAPLES OR OTHER MJWACTURM DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEET. ' BE SUBSTITUTED FOR THE STAPLES SHDMNII. I S FOR SOURCES OF APPROVED MATERIAL SEE VOOTS APPROVED PRODUCTS LIST FOR ST'D. EC-2 MATEIIIM.. Z SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE Q o Q ' 244 i1M.02 VWGN1A DEPARTMENT OF TRANSPORTATION 606 M r z z U za0 0�'� -3 04