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HomeMy WebLinkAbout029-98 7-11 Convenience Store with Gas Sales - (Southland Corp.) - Backfile (2)VDOT GENERAL NOTES V1'. All work on this project shall conform to, the latest editions of the Virginia Department of Transportation' (VDOT) Road and Bridge Specifications, and Standards, '1 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. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. 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 flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of Road & Bridge Specifications, Section 104.04—C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. i V5. Prior to initiation of work, Contractor shall be ., responsible for acquiring all necessary VDOT land use 4 permits for any work on VDOT right of way. V6. 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 `I companies and VDOT prior to initiation of work. V7.. Contractor shall notify the Local VDOT Residency j Office when work is to begin or cease for any undetermined length of time. VDOT will also require r ' 48 hours notice for any inspection. , V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway 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. I 4APPROVED BY THE ZONING ADMINISTRATOR SITE PLAN 7-ELEVEN Frederick County, NNS,,'A TION No . 37 / SITE / �h 1 50 50 0 WALL DR, .o 621 F / r� N 9R o VICINITY MAP SCALE 1 "=2000' SHEET INDEX SHEET No. TITLE 1 COVER SHEET 2 SITE PLAN Virginia 32356 3 EROSION AND SEDIMENT CONTROL PLAN 4 LANDSCAPE AND LIGHTING PLAN o(z- 5 DETAILS ,FINAL S'Tr PLAN /�]�} r� 6 STORM DRAIN PROFILES AND COMPUTATIONS PiY i t\v,✓`_U Date DAT io a 7 SS FORCE MAIN SEWER PLAN/ PROFILES AND PUBLIC ROAD IMPROVEMENT'S t4i SITE PLAN CERTIFICATE I hereby certify that to the best of my knowledge and belief that the plan is correct and complies with the requirements of Frederick County Code and that I am a qualified professional licensed in e Virg.in ia. IiQ 0 Va. License No. n{TRACT PURCHASER f DBE (ELOPER THE SOUTHLAND CORPORA11ON 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 00 0) PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 201.70 -PHONE: (703) : 481-9885 Signature NOTIFY "MISS UTILITY" AT 1-800-257-7777 FOR UTILITY LOCATION 48 HOURS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. $ 9 SS FORCE MAIN SEWER PLAN AND PROFILES EROSION AND SEDIMENT CONTROL DETAILS OWNER FARMERS LIVESTOCK EXCHANGE P.O.BOX 2696 WINCHESTER, VIRGINIA, 22604 (540) 667-1023 CONDITIONAL USE PERMIT #11-95 APPROVED OCT. 25, 1995 C.U.P. APPROVED WITH V.D.O.T. APPROVED ROAD ENTRANCE PLAN AS SHOWN WITH THE FOLLOWING CONDITIONS.... — SITE PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION — ANY CHANGES OF USE OR EXPANSION OF APPROVED FACILITY WILL REQUIRE A NEW CONDITIONAL USE PERMIT. — WHEN PUBLIC WATER IS AVAILABLE TO THIS SITE, APPLICANT MUST INSURE ADEQUATE SUPPLY FOR FIRE PROTECTION IS PROVIDED. THIS MAY INCLUDE INSTALLATION OF A HYDRANT AT THE EXPENSE OF THE APPLICANT. — THE SITE ENTRANCES SHALL BE CONSTRUCTED TO VDOT STANDARDS AS PRESENTED. ANY CHANGES TO PLAN AS PRESENTED SHALL NOT REQUIRE ADDITIONAL APPROVALS. GENERAL NOTES: 1. THERE ARE NO CEMETERIES OR HISTORIC AREAS ON THE SITE. 2. THERE ARE NO RESOURCE PROTECTION AREAS ON THE SITE. 3. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "C", AS SHOWN ON F.I.R.M. COMMUNITY PANEL #510063-0115B DATED 7/17/78 (AREA OF MINIMAL FLOODING). 4. THERE ARE NO WETLAND PERMITS REQUIRED. 5. EXISTING TOPOGRAPHY INFORMATION SHOWN IS BASED ON A FIELD SURVEY PREPARED BY JAMES D. THURBER L.S. DATED NOVEMBER 1997. 5. BOUNDARY INFORMATION SHOWN IS BASED ON A FINAL PLAT, BOUNDARY LINE ADJUSTMENT AND CONSOLIDATION PREPARED BY MARSH & LEDGE LAND SURVEYORS, DATED JUNE 10,1998 AND RECORDED IN THE LAND RECORDS OF FREDERICK COUNTY IN BOOK 908 ON PAGE 0652. THE CONSOLIDATED PARCEL HAS NOT BEEN ASSIGNED A PIN NUMBER, BUT WILL RECEIVE A PIN NUMBER BEFORE FINAL SUBMISSION. CONSTRUCTION NOTES 1. SEE THE CONSTRUCTION PLANS PROVIDED BY THE SOUTHLAND CORPORATION FOR THE FOLLOWING DETAILS AND SPECIFICATIONS: * GASOLINE ISLAND * TOTAL CONTAINMENT DISPENSER SUMP * 8" CONCRETE PAD OVER TANKS AND AROUND ISLANDS * OVERFILL * OVERSPILL * STORAGE TANK PUMP TOTAL CONTAINMENT SUMP * STAGE II VAPOR RECOVERY (VAPOR VAC) * HANGING HARDWARE SCHEDULE FOR NEW MPD'S 2. SEE ATTACHED PAVEMENT DETAILS FOR PAVEMENT INFORMATION. 3. THE CONTRACTOR MUST MATCH THE SURROUNDING EXISTING PAVEMENT ELEVATIONS IN PATCHING FROM PROPOSED PAVEMENT TO EXISTING ASPHALT. THE CONTRACTOR SHALL MAKE MINOR ELEVATION ADJUSTMENTS AS NECESSARY TO AVOID PONDING OF WATER. 4. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE BY THEIR CONSTRUCTION ACTIVITIES AND SHALL REPAIR ANY DAMAGE IMMEDIATELY AT HIS OWN EXPENSE. 5. THE CONTRACTOR SHALL COMPLETELY ENCLOSE THE TANK EXCAVATION WORK AREA BY INSTALLING TEMPORARY SAFETY FENCES DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT EROSION FROM THE SITE. 7. CONTRACTOR MUST RESTORE ALL LANDSCAPING DISTURBED DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING UTILITIES, PRIOR TO CONSTRUCTION. CONTRACTOR MUST HAND DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS. 9. A DEMOLITION PERMIT MUST BE OBTAINED FROM THE BUILDING INSPECTION DEPARTMENT PRIOR TO DEMOLISHING THE EXISTING BUILDING. AN APPROPRIATE ASBESTOS REPORT MUST ACCOMPANY THIS PERMIT APPLICATION. DRW BY: MAH AL`� RIC pD E. re S �: , 9 & �• FJ No. Date Revision Description P Rev.By 7—ELEVEN ROUTE 50 ® WARD AVENUE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA COVER SHEET CHK BY: ATN� a - APP BY: REH DATE: 4/98 � SCALE: N.T.S.r ® / �eCHES'TEIa ENGINEERS Project No.: 4653-107 Sheet: 1 OF 9 A m W i UL ij MATCH LINE A --A Co W1 ..�: ,., : ^ :,: REMOVE " ' ''' EX. HEADER SEE DET IL r CURB SHEET 5 of 9 3-2" CON UIT FOR I`UTU rn CONTRACTOR TO COORDINATE o o i ,< SIGNALIZA N EX. CURB LIT, 6, � o REMOVE EX. ....�....._. ._,.. ,...,w. , �,. ,�; FOR o _ CULVERT Y Y_µ �� WITH POWER COMPANY EX. E/P DISCONNECTION OF EX. _ -__ °R TR �C CONACTOR TO COORDINATE WARD AVENUE (VA. ROUTE � 3 1 -7) - AND ; II WITH POWER COMPANY FOR MATCH EX. (4 O' R �W) U N P O STE D SPEED LIMIT RELOCATION OF EX. POLE " i I RELOCATION OF EX. POLE '� PROP. E/P0. ELEVATION �30 -{ 250'+ SIGHT DISTANCE PREP• 15 QQ� RCP RED 0 I V st>F u...... .... __. _ TAPER I �o R�1u�..<, ,f �... _ _ w VDOT ENTRANCE VENTS __ L +� >E3Ca..M, v_ & cr,U 806.6 �' - .w.......,_.",�...-....._,...�..M..............a.-..w._......_...._....... ........_, PROP CC-11 � N19'45'00"E 134 LF 15 P RC +�i 1.49% _. _._. PROP. CG- Sips tt1 l �, (AW- v _. 80, I-6 o VARIABLE,, TH STRM DRAIN ESMT_ -' 805.1'y a 11 B SPACES 0' 21j, o NO2-- --- - _ . �2� I, 07.0 0` W2 SIGN ON 0 05. D 809.0 P, . 5 X9 P 34' ENTRANCC ;. ` MO u �'- ' I o 07 2 06.7 EMOVE �xk.. PROP. NE>. { s FP?�4 , 2 o' 55' .affiI} ^Vu. � o OA,O mot, µ 07.4 4 PROPOSED UNDERGROUND c> � VDOT ENTRA CE Z' zl N STORAGE I ° 6.1 PROP. CG-11 0 O Z PROP. WATER cn p ` x '^; TANKS cn a WELL i �M <•21s, . 80 05: , v s oo 08.2 i o 0., �- 60' BRL s• r. ry Z O i �. �- } 14 PROP. 8"1 `w. REMOVE LIGHT :.. C14 CONC POLE AD N X' !.i.! aY�� 2= 14'_CON�UI _ ------------ ---- 3. P. :...: _ 0r SP ES 1O"," :20 4. B DEMOLIS �„ 805:0� 0 EWAY 4 c� EX. BLD �' SI £ 08. " REMOVE -5o o {��i- y� A. REMOVE B SIDEE IVALK Y t SHP } Lt is., N I C i 1�'�i%1¢i.ND EMOVE _ v+ ,j %" ', i i:;.F :r•: i WA I HTiN n ,` .. 0 0 rns j !L :r• „1 0 0 00 i• I ' RE VE . r <.: _ • �,,,, , .. D 810.5 ()a.o �O I.X: 0 : CP :..ry V r IDIli _ o, f i -O N II C.O: /0, 03.7 CD �. >- Z N R�MQO OO a„ W , 808.2CO , 4' cv AWOq0D PACKS OD ROP.o 60' o o ASPHALT RCP z W z % J C 1 1 o PAVEMENT t O / I (p 'PROP. $" � REMOVE 0 j, VC - -CONC. PAD 21 LF 15"� RCP i 70' cv 0 0.50 ON -TRACTOR TO 01 --- 0$. N - - COORDINATE ITH GREASE $R M0 / TRAP C 0 f (ALL 6' IDEWA `,50 BRL} POWER CO. TO /'`' P / �' s o, PR 8 PVC ®1 ° 4. 1 RELOCATE THE POLE TRANSFORMER €� y �+ j I_4 REMOVE Z'X PH � '1 REMOVE PROP. GRINDER " ' x 00 .< PUMP 'PROP. 10'x10' �4''' 08. -40' PE2D€� x - i CONC. CART CONC. DUMPSTER r ELECTRIC & TtrLrf:I��E------------24,----------- : `------R-�i��RE �TOR�I - -- �03. ` STORAGE PAD W ' "` CONDUIT SO R �p cn PAD /EJ OSURE g' DRAIN EXTE NSION� ENCLOSURE o N s BY OTHERS 0.6 -PROPP. CONC. SIDEWALK U, R2S 1 byre TERMINAL, FLUSHING -< " W/ 5 STEPS AND RAILING o CONNECTION E._ ✓ G ACE PROP 1-1 .. �' PROP. CG-6 ':, •QcA S 1-1/2" "T" AND PLUG VALVE X 5 FORCE MAIN f g 8 07.6 r" ro 805.3 �� t FOR FUTURE CONNECTION (SEE NOTE 11, SHT. 2 of 9) 05.5 B� - - - - - 1 1-1/2 8" BM-2 8' 21-B S19'45'00"W 290.00' 05.1 •- *�- -$' 40' " NOSE DOWN - -X - 05.1 ENTRANCE 04.5$ WA 2 CURB 06 B�REGRADE AND REPLACE ASPHALT I 04. P PAVEMENT UPTO PROP. GUTTER 41 REMO EX. 00 iwi 20' FC TO CL EX. PAVEMENT 7 _ !.7 .. , •.:: c : ` !..� .. I • ASPHALT OVERLAY PROPOSED 8� � INGRESS/EGRESS SMOOTH CUT (MIN. 1.5- SM-2A) ` / O �- 1-1/2" SM-2A 1-1/2" SM-2A ASPHALT CONCRETE EASEMENT - Y BM-2 6" BM-SASPHALT CONCRETE v 1 8' 21-B 8" 21-B I Z -1 12' 24' LIMITS OF ASPHALT PAVEMENT , 4SAW CUT 102.9' ' - - --- EX. PAVEMENT TO REMAIN - - - - - - - - - - - 4 4,1 $ { e EXCAVATE AND f 4 NEW PVMT. WHERE S C F� W ; �X• 1�� � \ OLD DOESN T EXIST _J �F ) t REGRADE EX. MEDIAN Gi g., DITCH TO 4 BOTTOM m c ' CLASS I CLASS II TRAP AND PROVIDE EC-2 3 v EX. PAVEMEN-r B 1/4'; NEW PAVEMENT NEW PAVEMENT -___.-- -MIN fi WITHIN RTE. 50 RIGHT-OF-WAY WITHIN WARD AVE. RIGHT-OF-WAY W/ GRASS COVER NOTE, EASTBOUND RTL'a TO RECEIVE CLASS I PAVEMENT IF (WHERE PAVEMENT EXISTS) ADEQUATE BASE IS NOT IN PLACE ACCOMMODATE ADD 1-1/2 SM-2A ASPHALT (WHERE PAVEMENT DOES NOT EXIST) QU TO COM ODATE ANTICIPATED TRAFFIC. CONC. TO EX. PAVEMENT 1-1/2- SM 2A ASPHALT CONC. SECTION "A-A"WEST BOUND DECEL BM-2 ASPHALT CONC, TYPICAL PAVEMENT DESIGN LANE & MEDIAN RELOCATION PAVEMENT 8- 21 8�, NOT TO SCALE EAST BOUND DECEL LANE TYPICAL SECTION NOT TO SCALE NOT TO SCALE DRW BY: MAH J No. Date Revision Description CONTRAST PURCHASER/DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 PHONE'. (703) 481-9885 CHK BY: ATN JH GRAPHIC SCALE APP BY: REH 20 0 10 20 40 DATE: 2/98 A 2. CHARD E.;" SCALE:IN ll inch = ET 120 ) it 1 "=20' S SITE TABULATION x ; PROPERTY AREA 53,227.13 s.f. / 1.22 ac. TAX ASSESSMENT/ GPIN 53B 003 1 t: DEED BOOK / PAGE 536/532 (No Proffers) D ZONING Existing -RA, Rural Area REGRADE EX. SWALE � � USE CONVENIENCE STORE W / GASOLINE SALES ® MIN 17, MAX 5% r, ADJACENT ZONE Existing -RA, Rural Area WITH 3:1 SIDE SLOPES, _ f ZONING REGULATIONS: B2 ZONE REQUIRED PROVIDED AS SHOWN. -o IMMEDIATELY AFTER 0 1. Setbacks: REGRADING, SWALE IS TO BE PERMANENTLY can a. Front 60' 140' STABILIZED WITH EITHER o b. Side 50, 50' SEED AND MULCH -' c. Rear 50' 70' OR SOD. o d. Canopy 5' 54' D a e. Pump Island Setback 20' 62'f n 2. Open Space/Green Area: 15% (7,010 s.f.) 17% (8,000 s.f.) z 3. Floor Area Ratio: 1.0 .06 4. Building Floor Area: a. Gross 2,940 s.f. z z b. Net 2,205 rn 5. Building Height: 35' max. 20' (BLDG.) 18.5' (CANOPY) 6. Parking: 805.0 a. Total 15 (1 /200 s.f. GFA) 23 b. HCP 1 1 c. Loading 1 1 ES1 d. Parking Lot Area 28,200 s.f. 1�0 m e. Interior 5% (1,410 s.f.) 5.3% (1,500 s.f.) Landscaping Z1x I1 f. Parking Lot Setbacks: D� c *from any r.o.w. 5' 10' ZDZ I� � *from other prop. line 5' 5' 0 0 rn 12' 7 . Buffer Yards: 14. a. From B2 Zones - ;0 Active none 5' Z 1 Inactive none 5' O 8. No. of employees: - Max. 3/shift (9/24 hours) -0 V� 0 NOTES: m(11 ® 0 1. ENTRANCE LOCATIONS PER VDOT APPROVAL VIA C.U.P. #1 1-95. pC o- D ll z 2. LOCATION AND MOUNTING OF CC-12 TO BE DECIDED BY VDOT IN FIELD. ` {DTI A - 3. WATER WILL BE PROVIDED ON SITE THROUGH PRIVATE WELL. HOWEVER, m ONCE PUBLIC WATER IS AVAILABLE, THEN THE OWNER/APPLICANT WILL it INSURE ADEQUATE WATER SUPPLY FOR FIRE PROTECTION IS PROVIDED BY MATCH LINE A- A INSTALLING A FIRE HYDRANT 300' OF STRUCTURE AT THE APPLICANT'S/ OWNER'S EXPENSE. --�4. TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY JAMES D. NEW ASPHALT THURBER, L.S., IN NOVEMBER, 1997. --_-� PAVEMENT 5 FOR STORM DRAIN CALCULATIONS AND PROFILES SEE SHEET 6 OF 9. GENERAL NOTES FOR STORM DRAIN CONSTRUCTION 1. ALL STORM DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASPHALT PAVEMENT THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE VIRGINIA ----- OVERLAY DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY. 2. TYPE OF STRUCTURE REFERS TO THE LATEST DESIGN STANDARDS OF VIRGINIA DEPARTMENT OF TRANSPORTATION. 3. WHERE THE DROP ON THE MAIN LINE THROUGH A STRUCTURE CAN BE ACCOMMODATED BY AN INVERT SLOPE OF 1.5:1 OR FLATTER, A ROUNDED CHANNEL LINED WITH SEWER BRICK ON EDGE SHALL BE BUILT TO THE ELEVATION OF THE PIPE CROWN. 4. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF THE UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS, WELL IN ADVANCE OF TRENCHING. �`}• IF CLEARANCES ARE LESS THAN SPECIFIED ON THIS PLAN OR LESS THAN 12" WHEN NOT SPECIFIED, CONTACT THE FREDERICK COUNTY INSPECTOR I: Fr :;;�. `'�`r AND THE APPROPRIATE UTILITY OWNER BEFORE PROCEEDING WITH �:.• CONSTRUCTION. fj% C::f CG,� 5. WHERE ANY PART OF THE STORM DRAIN SYSTEM IS LOCATED IN A FILL • '•:. SECTION PROVIDE SELECT FILL MATERIAL COMPACTED TO 95% AASHTO �'i •`; F�• � T-99 DENSITY FROM APPROVED SUBGRADE TO THE STRUCTURE BOTTOM :: �>•. SLABS AND/OR THE PIPE BEDDING. • 6. STORM DRAIN PIPES SHALL CONFORM TO THE FOLLOWING STANDARDS REINFORCED CONCRETE PIPE (RCP) PER ASTM C-76, CLASS AS NOTED. I•'{!�` 7. MANUFACTURE AND INSTALLATION OF PRECAST STRUCTURES SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE COUNTY AND STATE HIGHWAY ADMINISTRATION STANDARDS AND SPECIFICATIONS. 8 GRADING SHALLMANNER AS O MAINTAIN POSITIVE < DRAINAGETO INLET STRUCTURES AND AVOIDPOND N 9. CALL "MISS UTILITY" AT 1-800-257-7777 48 HOURS PRIOR TO BEGINNING EXCAVATION TO DETERMINE THE LOCATION OF EXISTING UTILITIES. 10. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT OR GUTTER ELEVATIONS UNLESS NOTED OTHERWISE. ' 11. PRIOR TO FUTURE CONNECTION TO FORCE MAIN, BY OTHERS, APPROVAL MUST BE RECIEVED FROM THE CITY OF WINCHESTER DEPT. OF PUBLIC UTILITIES. ;j LEGEND: C.O. CLEAN OUT 4 t RCP REINFORCED CONCRETE PIPE t CMP CORRUGATED METAL PIPE S 4 PVC POLYVINYL CHLORIDE F PROPOSED STORM DRAIN INLET �! I-1 PROPOSED STORM DRAIN INLET NUMBER } _ - PROPERTY LINE V. EXISTING CONTOUR 326 PROPOSED CONTOUR "® PROPOSED SPOT ELEVATION EXISTING STORM DRAIN PIPE r°; PROPOSED STORM DRAIN PROPOSED CONCRETE PAVEMENT EXISTING CURB & GUTTER � PROPOSED CURB &GUTTER 1 � PROPOSED LIGHT POLE do �, PROPOSED RELOCATION OF POWER POLE Rev.By 7-ELEVEN I f/00 CHESTER ROUTE 50 @ WARD AVENUE ENGINEERS BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SITE PLAN Project No.: 4653-107 Sheet: 2 OF 9 SEQUENCE OF CONSTRUCTION ,,, ::: :Y.�V"fd'::X'ii.'�4A....., Y:.:�:f3t�iJN,........:,PS:b.�S.e:. ..,...... afiRMAs�36."x'A°.NA..� ..%�:k5�8:.'2,A,.,....... �SI:.tS'3„M-_...... .. i)y(i¢@GsA/'fAd�A7S:•.• LEGEND - EX. CONTOUR 81.5 PROP. CONTOUR - - PROPERTY LINE ' LIMITS OF CLEARING SF SILT FENCE (STD. 3.05) oq� �O o TEMP. CONSTRUCTION 0 CE o0o ENTRANCE (STD. 3.02) SD PERMANENT SODDING SAF SAFETY FENCE CIP CULVERT INLET PROTECTION L_q�_ IP INLET PROTECTION PROP. DRAINAGE DIVIDE CONTRACT PURCHASER/DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 PHONE: (703) 481-9885 • r AVENUEWARDI � I I o� i I Ii r.V t Or sd I f r I I GREASE TRAP PROP. GRINDER PUMP / r' TERMINAL FLU CHSf ::..CONNECTION --4--12M " "k"X' LUG VALVE FOR FUTURE CON TION. (S NOTE 11- SHT f 9) S'19'45'00"W 29 O' 808.2 WALL GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft n I . I t NOTE: 1 PROP. FORCf M I IGNMENT EXTENDS AP%5,-!'P_LACE ALONG RTE. -- ` EXCAVATED MATERAT= HIGH SIDE OF THE TRENCH. TRENCH SHALL BE BACKFILLED,COMPACTED AND STABLIZED AT THE END OF WORK EACH DAY. DRW BY: MAH CHK BY: ATN APP BY: REH DATE: 4/98 SCALE: 1 "=20' No. Date 0 r,4R� F T1 �.R j, Nis - ' 1 QJ n m 0 0 D "a 1T1 CIP 805.0 r*1 K 0 m m x z—i n Z 1-n X v --{ D o� r o-+ ■ MATCH LINE A -A O� �n 11 u o 1. PRIOR TO ANY CLEARING, DEMOLITION, INSTALLING SEDIMENT CONTROL MEASURES, OR GRADING, A PRECONSTRUCTION MEETING MUST BE CONDUCTED ON SITE WITH THE SEDIMENT CONTROL INSPECTOR (48 HRS. ADVANCE NOTICE). A DEMOLITION PERMIT SHALL BE OBTAINED FROM THE BUILDING INSPECTOR DEPARTMENT. 2. THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, CONSTRUCTION, OR OTHER LAND DISTURBING ACTIVITIES. CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM FREDERICK COUNTY PUBLIC WORKS DEPARTRMENT PRIOR TO INITIATING SITE WORK. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE, SILT FENCE, SAFETY FENCE AND INLET PROTECTION ON THE DOWNSTREAM INLET ACCORDING TO EROSION AND SEDIMENT CONTROL PLAN. 4, EXCAVATE AREA FOR INSTALLATION OF TANKS AND CONDUIT TRENCH. PLACE EXCAVATED MATERIAL ON HIGH SIDE OF TRENCH. STOCKPILE EXCESS SOIL AND SURROUND STOCKPILE COMPLETELY WITH SILT FENCE. STABILIZE STOCKPILE AREA WITH SEED AND MULCH WITHIN 7 DAYS OF DISTURBANCE. 5. INSTALL PROPOSED TANKS AND ASSOCIATED PIPING. FILL THE EXCAVATED TANK AREA AS SOON AS POSSIBLE UPON COMPLETION OF INSTALLATION. 6. BEGIN CONSTRUCTION OF PROPOSED BUILDING AND CONSTRUCTION OF UTILITY CONNECTIONS TO BUILDING. 7. CONSTRUCT NEW SITE ENTRANCES AND CURB AND GUTTER ALONG ROADS. INSTALL STORM DRAIN PIPE AND INLET. PROVIDE INLET PROTECTION DEVICE AFTER THE INLET IS INSTALLED. 8. CONSTRUCT CONCRETE PAD, FUEL DISPENSER UNITS, DISPENSER ISLANDS AND CANOPY. COMPLETE ALL OTHER SITE CONSTRUCTION AS SHOWN ON SITE PLAN, INCLUDING LANDSCAPING AND LIGHTING. 9. COMPLETE FINAL GRADING OF DISTURBED AREAS AND LANDSCAPING. COMPLETE PAVEMENT OF REMAINING PARKING AREA, AND PERMANENTLY STABILIZE ALL DISTURBED AREAS WITHIN 7 DAYS OF FINAL GRADING. 10. NOTIFY SEDIMENT CONTROL INSPECTOR AND OBTAIN APPROVAL TO REMOVE SEDIMENT CONTROL DEVICES. 11, PERMANENTLY STABILIZE ALL REMAINING DISTURBED AREAS. ` 12. PROVIDE NEW PAVEMENT STRIPING PER THE SITE PLAN. 1 13. ALL OFF —SITE DISTURBED AREAS TO BE SEEDED AND MULCHED. �.1 SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE SUBJECT SITE IS A PARCEL LOCATED AT THE SOUTHEAST CORNER OF U.S. ROUTE 50 (NORTHWESTERN PIKE) AND VA. ROUTE 1317 (WARD AVENUE). THIS PROJECT INVOLVES CONSTRUCTION OF A 7—ELEVEN CONVENIENCE STORE WITH FOUR MULTIPLE PRODUCT DISPENSERS. THE TOTAL SITE AREA IS 1.22 ACRES AND THE TOTAL DISTURBED AREA IS APPROXIMATELY 2.0 ACRES. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONSIST OF AN ABANDONED BUILDING AND IS ZONED RURAL AREA (RA). THE NORTHERN HALF OF THE SITE IS FLAT; THE MIDDLE OF THE SITE HAS A 25% SLOPE FOR APPROXIMATELY 20 FEET AND THEN BECOMES MORE GRADUAL TOWARDS THE SOUTH OF THE SITE. THE SITE DRAINS TO THE NORTH OF THE SITE WHERE AN 27%18" CULVERT CARRIES THE FLOW TO THE GRASS MEDIAN OF U.S. ROUTE 50. ADJACENT AREAS BORDERING THE NORTHERN BOUNDARY IS U.S. ROUTE 50 (NORTHWESTERN PIKE). VA ROUTE 1317 (WARD AVENUE) BORDERS THE WEST OF THE SITE. THE SOUTHERN LOT IS VACANT AND IS ZONED, RA. THE EASTERN LOT IS LIVE STOCK EXCHANGE. CRITICAL AREAS THERE ARE NO CRITICAL EROSION AREAS ON THE SITE. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. The minimum standards of the VESCH shall be adhered to unless otherwise waived or approved by a variance. STRUCTURAL PRACTICES 1. Temporary Construction Entrance (E&S Std. & Spec. 3.02) shall be employed to reduce the amount of mud transported onto public roads by motor vehicles or runoff. 2. Silt Fence (E&S Std. & Spec. 3.05) shall be installed on the downstream perimeter of all disturbed areas in order to filter sediment laden runoff from sheet flow. 3. Storm Drain Inlet Protection (E&S Std. & Spec. 3.07) shall be installed at indicated inlets to filter sediment laden water before it enters the storm drain system. VEGETATIVE PRACTICES 1. Topsoiling (E&S Std. & Spec. 3.30) Topsoil shall be stripped from areas to be graded and stockpiled for later use. Stockpile locations shall be at locations indicated on E&S plan or where approved by E&SC inspector. Sediment control measures shall be installed prior to site clearing. These measures shall include the installation of a construction entrance and silt fence. After achieving sheet flow and the utilities are in place and functional, the inlet protection devices shall be installed over the proposed inlets. The next step shall include the construction of the building, the installation of the new tanks and any utility connections. PERMANENT STABILIZATION All disturbed areas shall be permanently stabilized with seeding or sodding within 7 days of final grading. Sediment control devices shall be removed only after authorization by the site inspector. MAINTENANCE In general, all erosion and sediment control measures shall be checked doily and after each significant rainfall. The following items shall be checked in particular. 1. The silt fence barrier shall be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 2. The seeded areas shall be checked regularly to ensure that good stand is maintained. Areas should be fertilized and reseeded as needed. NOTE: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS, EXCEPT FOR THAT PORTION OF THE SITE ON WHICH WORK WILL BE CONTINUOUS BEYOND FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. FOR WINTER STABILIZATION, ANY AREA DENUDED FOR MORE THAN FOURTEEN (14) DAYS AFTER NOVEMBER 1 AND BEFORE MARCH 1 SHALL BE MULCHED AND SEEDED APPROPRIATE TO THE SEASON AND SITE CONDITION. Revision Description Rev.By 7-ELEVEN ROUTE 50 ® WARD AVENUE BACK CREEK DISTRICT FREDERICK COUNTY, VIRGINIA EROSION AND SEDIMENT CONTROL PLAN ew* CHESTER ENGINEERS Project No.: 4653-107 Sheet: 3 OF 9 EX. CURB UN :: WARD leVENUE -- — - N19'45'00"E 2410 3 HL 1 MOW, o `,= �k� 9 s aL -7i,4 CT i r f S .•a, a f € I I 1 � ice% ` � € • { E � � l.. I t f { �•`¢ S \ ` ;; i 3 " e M,""""81,._..'^ �1. �t�.srir �' •, ; } r,`' S, CI' • S 1 t... _ 4 RM 3 S J .... ..... �.,.1 Y : r•t O 21 a 3 • i.. •:j • }> � j � 3 2 -w. � s Q eY^• ,t..b.,x,. q �aA � i ``� } L 33 ' P 4 # � U , tt I ti ................ WALL LIr.HnNG i f (�; ?�� re M l S19290 00' 45'00"W .. _.�. t.........» „ f ra 7 PJM •. i " ., 83 a V LANDSCAPE PLAN 4 ZS SCALE 1 = 20 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CONTRACT PURCHASER/DEVELOPER FHE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD kLEXANDRIA, VA 22312 'HONE: (703) 658-8567 ENGINEER 'HESTER ENGINEERS M HERNDON PKWY, SUITE 200 iERNDON, VA 20170 'HONE: (703) 481-9885 DRW BY: MAH CHK BY: ATN APP BY: REH DATE: 2/98 SCALE: AS NOTED .%9 CIRD E. TRAVE� Q.3G527 0-4 REQUIREMENT # REQUIRED # PROVIDED TYPE 1 Shade/40' 8 (perimeter (318 I.f.) 8 Shade parking) 1 Shade/10 3 ------- —-- park spaces (interior) (23 spaces) 4 Shade 3 High as necessary to provide Evergreen Hed a g hedge 75 Shrub Screening none Evergreen Trees (6) (rear of bldg) 11 Ornamental Trees (5) Screening Evergreen (dumpster) none 10 Trees at V ELEVEN UNLEADEE M-auc MEAom MODEL D25 SIGN DETAIL No.1 Date I Revision Description IRev. By LANDSCAPING SCHEDULE Key Symbol Scientific/Common Name Qty. Root Size Spacing Remarks RM Acer Rubrum/Red Maple 4 B&B 2 —2-1 /2" cal. RB 0 Cercis canadensis/ Eastern redbud 8 B&B 8'-10' ZS 0 Zelkova serrata 'Green Vase' 5 2 —2-1/2- Green Vase Zelkova B&B cal. HL � Tsuga canadensis 6 B&B 8'-10' Canadian Hemlock Pyrus calleryana 'Bradford' 2— 2-1/2" BP Bradford Pear 4 B&B cal. AR Thuja occidentalis 'Emerald' 10 B&B 5'-6' 4' O.C. Eastern Arborvitae SY O Taxus x media 'Hicksii' Hicks Yew 58 cont. 36" min. 4' O.C. BH j % j Ilex x meservea 'Blue Boy / Girl' 15 cont. 36" 4' O.C. �.� Blue Holly min. CT Cotoneaster horizontalis 7 cont. 1 gal. Rockspray cotoneaster PJM 0 Rhododendron 'P.J.M.' 7 cont. 36" min. PJM Rhododendron Si Juniperus chinensis var sagentii 3 cont. 1 gal. Sargent Juniper + + + + Annual Flower Plantings Fl I' GF General Notes: 1. All trees to be planted shall meet the specifications of the American Association of Nurseryman. 2: The planting of trees shall be done in accordance with the Standarized landscape specifications jointly adopted by the Virginia Nurserymen's Association, the Virginia Society of Landscape Designers, and the Virginia Chapter of the American Society of Landscape Architects. 3. Planting and maintenance of materials should follow the guidelines outlined in the Virginia Erosion and Sediment Control. 4. Provide solid sod for all green space areas for permanent stabilization. 5. All shrubs to be planted a minimum of 4' from the back edge of curb. 6. Plant beds to be provided around all shrub clusters. All plant beds to have a weed detergent barrier installed prior to 2" of shredded hardwood mulch. Seeding Note: Contractor shall seed or mulch all denuded or disturbed areas in accordance with Virginia Erosion and Sediment Control Regulations Standards MS-1, MS-2 & MS-3. SINGLE FIXTURE LIGHT FIXTURE LINCOLN 1-40OW, METAL HALIDE -1XTURE DOUBLE FIXTURE TRIPLE FIXTURE TYPICAL LIGHT FIXTURE ARRMGEMETS NOT TO SCALE FOOTING NG DETAIL IOTE: SEE SITE PLAN FOR PROPOSED FIXTURE ARRANGEMENTS. LIGHT POLE DETAIL 7—ELEVEN CHESTER ROUTE 50 @ WARD AVENUE VOO ENGINEERS BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Project No.: 4653-107 LANDSCAPING AND LIGHTING PLAN Sheet: 4 of 9 i� 24' HEAVY TRAFFIC MANHOLE FRAME do COVER, VDOT STD. MH-1 0-RING JOINT (TYP)� MH STEPS (TYP.) VDOT STD. ST-1 - PAINT MANHOLE INTERIOR -� W/ 2 COATS BITUMASTIC \\ I PAINT ' 1-1/2" PUJG VALVE 1-1/2" FLANGED TEE - FLOW N �o NOTE* GRADE RINGS, ADJUST FRAME AND COVER TO BE FLUSH IN PAVEMENT SURFACE. MATCH EXISTING GRADE PRECAST CONCRETE VAULT SEWAGE AIR RELEASE VALVE GOLDEN-ANDERSON 929 F OR APPROVED EQUAL INSTALLED PER MANUFACTURER INSTRUCTIONS -1-1/2" x 2" REDUCER WATER TIGHT FLEXIBLE 7 GASKET (TYP.) 1 1-1/2' F.M. i a < PROFILE SEWAGE AIR RELEASE VALVE MANHOLE N.T.S. TOR TUGA x RESTAURANTCID z Q 0- co )'R 10.82Ex. Asphalt Commercial Entrance 10 2' EX. PAVEMENT OVERLAY / 0 0 CG-2 PLACEMENT DETAIL SCALE 1' 5' THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD 00 ALEXANDRIA, VA 22312 ° PHONE: (703) 658-8567 o; ; ENGINEER CHESTER ENGINEERS m 620 HERNDON PKWY, SUITE 200 o HERNDON, VA 20170 s PHONE: (703) 481-9885 PAINTED METAL ISLAND FORM N MANHOLE STEPS _ PROJECT B' MIN. EMBED 3' MIN. (SEE VDOT STD. DET. ST-1) 2 LAYERS ROOFING FELT MORTAR TO ANGLE BLOCK PERPENDICULAR TO PIPE 1 1/2' FORCE MAIN FROM PUMPIt - I NON -SHRINK GROUT 72' DIA, PRECAST , I�t CONCRETE MANHOLE - 24' ACCESS OPENING GALV. STEEL PLUG VALVE W/ FLANGE CONNECTION MANHOLE 9' OFFSET • PIPE PVC PRESSURE SEWER SEE PLAN FOR SIZE 8• MIN. GALV. STEEL PLUG VALVE NON-EELSHRINK GROUT 1 1/2' x 1 1/2" GALV. STEEL TEE W/ W RANGE CONNECTION FLANGED CONNECTION / PLAN VIEW N.T.S. 24' HEAVY TRAFFIC MANHOLE COVER & FRAME (SEE VDOT STD. DET. MH-1) SLAB ON 72' RISER TO HAVE 24' OPENING AND BE 9' THICK PROP. GRADE MANHOLE ADJUSTING RINGS AS NEEDED LINE SIZE X 1-1/2- GALV. STEEL TEE w/ THREADED CONN. MANHOLE STEPS ' LINE SIZE GALV. STEEL (SEE VDOT SM. DET. ST-1) NIPPLE LINE SIZE 1-1/Z' X 1-1/2' TEE w/ FLANGE N. �j J PLUG VALVE W/F1.ANGE CONNECTION 8' GALV. STEEL EXTENSION °D NON SHRINK GROUT W/ THREADED ..: (TYP. ALL PENETRATIONS) PROTECTIVE CAP . PVC SLEEVE 4' SLEEVE FOR 3' PIPE AND SMALLER THREADED CAP-- mull 2 LAYERS ROOFING v . PVC FORCE MAIN SEWER FELT SEE PLAN FOR SIZE LINK SEAL B/W BLOCK TO MANHOLE LINE PIPE AND SLEEK WALL WITH CONIC. ' COAT EXTERIOR OF PVC PIPE MATH SOLVENT AND DUST WITH 72' PRECAST SAND PRIOR TO APPLYING GROUT. CONC. MANHOLE .:.:.. �,. BRICK PIER (TYP.) ` y•. . -Ts- MIN. GRAVEL METAL ISLAND FORM U d ` ° dd �04 d ° a A L 6" THK CONCRETE PAVING W/ #3'S 0 18" O.C. BOTH WAYS ISLAND BUMPER GUARD -0 r�+ X NOT TO SCALE n G 23.2' - Crl 3 C' �.J 1�1 11.6' 3. - 4 ---- --- 5.8' -- ------ 5.8' - -- CG -2 C7 ' -- -° I t 2' R 170 0 :1 l` 1 1.7 6 1 O' R 4' STEEL PIPE (TYP-) i� PIPE BOLLARD 6' DIA. CONC. FILLED EX. CU/1B * (SEE BOLLARD DETAIL) z' 6' CONCRETE PAD---) - TYP. { 1. 40' 23' 10.75' 1.5' 8' SCHEDULE 40 STEEL PIPE-� 00.25' CLEAR 10.25' CLEAR p f {irn AGATE' i X GATE STOP -STOP CFI E SEE GATE HINGE DETAIL I HASP TWIST LATCH HASP TWIST LA' 3/4' - 3' DEEP DRILL HOLE 1t FOR GATE STOPS It X Q CV T 1: 12 MA 6' 4' 6' NOTES, ALL CONCRETE TO BE CLASS A-3. RAMP SURFACE SHALL BE CONSTRUCTED WITH A NON SKID FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. HANDICAP RAMP DETAIL - 10' 5' CART STORAGE o dl j r-j- 5.5' - (-DOOR STOP 5.13' CLEAR � \\ LATCH FINISHE GRADE EX ISLAND BUMPE GUARD (TYP.) TYP. SIDE VIEW w EL= 803.59 ALARM EE = 809.92 ON ,EL- 802.59 26- 1 _ 1 18 .. DUMPSTER ENCLOSURE DETAIL NOT TO SCALE DRW BY: MAH ns No. Date CHK BY:ATQ APP BY: REH C7 s�. ZL DATE: 2/98 �" ` i. � 0 4 SCALE Q AS NOTED �, 1 .�•� FINISHED GRADE SHOULD BE BETWEEN 1' AND 4' BELOW BOTTOM EDGE OF LID AS SHOWN ELECTRICAL WICK DISCONNECT 1-1/2" PVC SDR-21 PRESSURE SEWER DISCHARGE. INV.- 804.75 4' INLET PVC SDR-35 GRAVITY SERVICE LINE INV.- 804.00 q 31 in. 40 in. TO INLET TO DISCHARGE FBOTTOM ELEV.- 801.42 r---- 0 40 in ---� NOTES: 1) DIMENSIONS SHOWN APPLY ONLY TO ENVIRONMENT ONE MODEL 2014 (DUPLEX) GRINDER PUMP. 2) DUPLEY GRINDER PUMP TO BE INSTALLED IN VDOT MH STD. No. MH-1 (5'-0- DIAM PRECAST MH) 3) CONCRETE TO BE PLACED AROUND GRINDER PUMP CASING TO DEPTH OF 26" 4) ACCESS TO MH TO BE HALLIDAY PRODUCTS, SERIES H2C ACCESS DOOR OR EQUAL PER H2O TRAFFIC LOADING (MODEL No. H2C4848) 5) CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION PER MANUFACTURERS SPECIFICATIONS. GRINDER PUMP N.T.S. MPD ISLAND FORM PLAN N.T.S. GENERAL NOTES 1. FRONT GATE AND FRONT CORNER POST TO BE 6" SCHEDULE 40 STEEL PIPE, PAINTED DARK BRONZE. 2. ALL OTHER FENCE POST TO BE 4' SCHEDULE 40 STEEL PIPE, PAINTED DARK BRONZE. 3. GATES ARE TO BE WELDED 1 1/2' SQUARE STEEL SCHEDULE 40, PAINTED DARK BRONZE. 4. ALL STEEL MUST BE PAINTED WITH 1 COAT OF EPDXY PRIMER AND 2 COATS OF ALL WEATHER SURFACE PAINT, DARK BRONZE COLOR. 5. FENCE HEIGHT TO BE 8'. 6. 1' x 6" BOARD ON BOARD CONSTRUCTION ON 3 - 2' x 6" PER WALL 7. USE ONLY RING SHANK OR SCREW SHANK GALVANIZED. 8. USE ONLY PRESSURE TREATED LUMBER. 9. GATES TO HAVE HASP TYPE LATCHES WITH TWIST LATCH, STANLEY 4 1/2- LATCHING HASP, f75-5211 OR EQUAL 2" BIT. CONC. SURFACE COURSE r 4" BIT. CONC. BASE COURSE 6" COMPACTED GRADED AGGREGATE SUB -BASE COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL BITUMINOUS PAVEMENT SECTION FOR PARKING LOTS 6" CONC. @ 4000 PSI 6" COMPACTED GRADED AGGREGATE SUB -BASE \ \\yi COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL 6" PLAIN CONCRETE PAVEMENT SECTION FOR PARKING LOTS 8" CONC. ® 4000 PSI WITH #3 REBAR,® 12" O.C. (BOTH DIRECTIONS) PROVIDE 5 CHAIRS, © 3' O.C. (BOTH DIRECTIONS) 6' COMPACTED GRADED AGGREGATE SUB -BASE COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL 8" CONCRETE PAVEMENT SECTION FOR TANK PADS 6" CONC. ® 4000 PSI WITH #3 REBAR,@ 18" O.C. (BOTH DIRECTIONS) PROVIDE 3 CHAIRS, @ 3' O.C. (BOTH DIRECTIONS) 6" COMPACTED GRADED AGGREGATE SUB -BASE - COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL 6" CONCRETE PAVEMENT SECTION AROUND PUMP ISLANDS BUILDING WALL/FOUNDATION 4" CONC. ® 4000 PSI ISOLATION 4" COMPACTED GRADED JOINT AGGREGATE SUB -BASE 1.1 2% MIN. ,, PROP. PAVEMENT _I co 10. ALL CORNER AND SIDE POSTS TO BE SET IN CONCRETE 3' IN GROUND MATH 18" DIAMETER CONCRETE FOOTINGS. a e ° 11 GATE F USHT TO BEFILLEDFENCE. CONCRETE AND FENCE POST TO BE CAPPED, TOP OF POST TO 12. GATE TO CART STORAGE AREA MUST BE SAME TYPE CONSTRUCTION AS SHOWN \� • ON THIS DRAWING. SEE SITE PLAN FOR ADDITIONAL PLAN VIEW DIMENSIONS. iv Revision Description 2" CHAMFER ° 6" SUB -BASE COMPACTED SUB -GRADE SEE ARCHITECTURAL PLANS FOR CONNECTION DETAILS AT BUILDING TYPICAL SIDEWALK AT BUILDING DETAIL (N.T.S.) Rev. By 7-ELEVEN ROUTE 50 @ WARD AVENUE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA DETAILS CHESTER ' ENGINEERS Project No.: 4653-107 Sheet: 5 OF 9 a 796 802 z O O O 808 806 :OM 796 810 808 RnR 802 ON �_/ { GR C?i A R p -1 f f / C ` V / / f J \�. -n• _ `� r ec" 5 _ _ _ p�7 2.6f�/G �a �d `-'_� -+ `-1a Its 11 , 1 ! V ✓ r / �' C Veit "Bn --- -x-;i I I •� - 24"RCPIN ' • 8K taw/ - - / QF V SRIum>.A>«>a><s�s*maim Not n a TAM 71 am Awn* 'w �I1 x8731 {I 808 pp saw fidttoydH O � 080c� .._. _ O -.: : >. it i /f 1 i ^?C ❑ 1 /�� r 1 / 1 ' Tl dl[ d1�9�00 00 1 0 00 EX. GROUND o I i 3 806 i - , _....._...15 804 LF 15 RCP + 499 r CL III ® 2.00% 36 "RAP w... I 802 i I I 800 I ?- 000 w . N O hl O c0 O 1 i - M_.. _ �.. ; .._ .�.._...__ . M_.._..,_......,.... 1 00 00 00 00 798 I > > > > Z Z Z Z I 1q_ 00 � + + + + STORM DRAIN/SWM PIPE SCHEDULE ;?II,E IYf'E LENGTH 15" RCP, CL. III 173' 24" RCP, CL. IV 180, 30" RCP, CL. IV 120 36" RCP, CL. IV 182' 18" RCP, Cl_ IV 75' g" PVC SDR 35 225' CONTRACT PURCHASE THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD 00 ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 O, r►��,rre-� CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 d PHONE: (703) 481-9885 STORM DRAIN PROFILE SCALE: 1 "=20' HORIZ. 1 "=2' VERT. STRUCTURE SCHEDULE lY.(L TYPE AND STANDARD INVERT IN INVERT OUT TOP ELIE 1-1 VDOT STD. 4' DIA. BASE W/0I-7 TOP, GRATE 'B' 800.96 800.76 805.70 1-2 CURB INLET BOX DI-3B, 6' THROAT, VDOT STD. 104.09 802,20 802.10 806.20 1-3 ICURB INLET BOX MOD. DI-4D, 8' THROAT, VDOT STD. 104.18 SEE DETAIL SHT. 9 of 9 801.80/800.51 800,41 806.10 1-4 CURB INLET BOX DI-2B, 8' THROAT, VDOT STD. 104.03 802.56 801.85 805.30 1-5 CURB INLET BOX MOD. DI-2B, 8' THROAT, VDOT STD. 104.03 (SEE DETAIL SHT. 9 of 9) --- 801.41 804.40 1-6 DITCH DROP INLET DI-7, VDOT STD. 104.22 --- 804.20 807.20 MH1 JUNCTION BOX JB-1, VDOT STD. 106.10 SEE NOTE 3 801.75 801.38 799.68 799.58 805.07 ES-1 END SECTION, ES-1, VDOT STD. 102.01 803.00 --- 805.50 ES-2 END SECTION ES-1 VDOT STD. 102.01 --- 798.84 00.84 ES-3 END SECTION, ES-1, VDOT STD. 102.01 797.8 - - - 800.3 -4 END SECTION ES-1 VDOT STD. 102.01 --- 797.4 799.9 EW-1 EW-11A, VDOT STD. 101.30 80 3. 00 --- 804.17 E -2 EW-11A VDOT STD. 101.30 --- 802.45 803.62 NOTES: 1. ALL STORM DRAIN STRUCTURES SHALL BE CONSTRUCTED OF CONCRETE; NO BRICK STRUCTURES ALLOWED. 2. ALL STRUCTURE INVERTS SHALL BE SHAPED IN ACCORDANCE WITH VDOT STANDARD IS-1�106.08). 3. SIZE OF JUNCTION BOX SHALL ACCOMMODATE ALL PIPES SHOWN. PROVIDE "KNOCK -OUT PANEL ON EAST WALL OF STRUCTURE FOR FUTURE 36* RCP, INV. 799.36. HIM 00 1 ,. 03 } / 1( `�-� n o Area # M� 1 r / 0.06 Ad PROP. GtZADE 16 A^. �25 �( ; �' . -•{ Q� • +a , D_A ,r n f EX. GROUND - - ` / ' _ ti_ ► � _�' � � _ ✓ � ,CZ� � � - .� / ,r "" -a-a � •/ .. #* ,\ ' r .,.,_ • _ , � ,, J' DA it Bra - � r 1 I 0 P CL III RCP CL III 0.50% ® 1.00 * C(10 1 r, ' x BIBS I I y .�- .l -'_-f`I i• e `' i` / , ^__ - - _ � 1. .----*arm ''-�^ t r i i or 1. .�-_ l \ / \ ''� � � +1 �/r j' � `� _ •�� �C - -' j, \ - - ,� '�„�,. R it t DRAINAGE AREA MAP 00 ES3 co rn= co SCALE: 1"=200' # EX. GROUND-- II E4 802 .... _ 00 Storm Sewer Design Computations 4653-107 i '-Qj Qwq Project: 7-Eleven Route 50 Job No. a0 � , Q njj d z I County: Frederick County, Virginia Sheet No. 1 of 1 U OI O I 1000 PROP. GRADE f Location: Route 50 Q Ward Avenue Doi 001 I Z'. Z Z Prepared by: KAK U } - _ - i > ; 1 I 8OO Date: 7/2/98 i > i 00Z i Of N 798 I i STORM DRAIN PROFILE SCALE: 1"=20' HORIZ. 796 1 "=2' VERT. DRW BY: KAK CHK BY: ATN APP BY: REH DATE: 4/98 SCALE: AS NOTED HAR No 30 4Pr No -I Date 80F 24" RCP CL IV ® 0.507. ?°r' >rn I Z STORM DRAIN PROFILE SCALE: 1 "=20' HORIZ. 1 "=2' VERT. Revision Description From Point To Point Drainage Area Acres Runoff Coeff. C CA Inlet Time Min Rainfall Intensity In./I1r. Runoff Q cfs Invert Elevations Length ft. Slope ft./ft. Dia. In. Capacity cfs Velocity fps Flow Time Sec Incre. Accum. Upperend Lower end ES-1 I-1 16.00 0.35 5.600 5.600 10 5.5 30.80 803.00 800.96 120 0.0170 30 53.59 10.92 10.99 1-1 1-3 8.00 1 0.35 2.800 8.400 10 5.5 46.20 800.76 800.51 52 0.0048 36 46.34 6.56 7.93 -6 I-2 0.65 0.30 0.195 0.195 10 5.5 1.07 804.20 802.20 134 0.0149 15 7.91 6.45 20.79 1-2 1-3 0.06 0.90 0.054 0.249 10 5.5 1.37 802.10 801.80 15 0.0200 15 9.15 7.46 2.01 1-3 MH1 0.47 0.81 0.381 9.030 10 5.5 49.66 800.41 799.68 130 0.0056 36 50.09 7.09 18.34 1-4 Ml 0.44 0.82 0.361 0.361 10 5.5 1.98 801.85 801.75 21 0.0048 15 4.47 3.64 5.77 1-5 Ml 0.10 0.90 0.090 0.090 10 5.5 0.50 801.41 801.38 3 0.0100 15 6.47 5.28 0.57 MH1 ES2 0.00 1 0.00 0.000 9.481 10 5.51 52.14 799.58 798.84 100 0.0074 24 19.50 1 6.21 16.10 Rev.By 7-ELEVEN ROUTE 50 ® WARD AVENUE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA STORM DRAIN PROFILES AND COMPUTATIONS Qeo* CHESTER ENGINEERS Project No.: 4653-107 Sheet: 6 OF 9 11001 WAIx c ` �, -17 U \. F- 810 :gym 790 O <0X -uZ + N f _z II mM <> CO ;d 0 11 „�........1t., r c r- CC;10� 001� 02 z O 0 z z m n 0 PROPOSED GRADE 3 s NOTE: I-1/2" & 3" PVC PIOE FOR FORCE MAIN IS TO BE SDR 21 ; I ... ... ,,..., .,..., _... _„�...,...................w,.�...,�.,..a.......:,, ..,...,., f ,.w,.....,.,w...,,,...........,,......,w.,.,....,.. I,..,,._.....,.,...,.:.,.�...,.,,m,....,..,,,..w...,,....,,........,.....,.....,.�....w...,...........wM.,.,..... ...,,.,.,w. ,, ..,..`.. _... _..., ......._. a. ,., ..., .. w„_. .. i •a..�,,,.�,. ..:. .,,�.w.,., ,,.,., .,....s�,.. _...�.... �.,,�,. �.w..«. _ ...w., ..,., w. :. .x,t.._..,, ,......�...,,,.....,..,,w..,.,...w�w��w......i..,.,....,w...w�,,,,,,,....,_..,..—__ ____....,�_.. 4 I E I { i t _4_,. EXISTING GRADE F -- -- -- - ------ 36" MIN. COVER I I { ELEVATIONS IN BOXES ARE INVERTS FOR THE' PROPOSED FORCE MAIN (f.5'). AR I BACKFILL / 3 WITH 21—A ' PAVEMENT REPLACEMENT OPEN CUT CROSSING % • 2 1-1/" PVC FORCE MAIN NI cn �„ F OEtCE w J i Q f 9 I ! w ` W Q d In Z Q Q U + FORCE MAIN � PROFILE W W m � I SCALE HORIZ. V ��=30' 0 _J SEWER STREAM CROSSING C/) (SEE DETAIL THIS SHT.) _ i / V In u- O rn r 0 \ -TJ 36" MIN. COVE O p U7 O II) 3 O 1 p O O co Z O t17 O O O d- O < I F I w... ,. .... .. .. ... +... .. .. ....... .__.. .. .. ... ... _. .. ... ... 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 + 5' WIDE PARABOLIC SWALE WITH 4:1 SIDE SLOPES1= I PROPOSED LEFT TURN LANE AND MEDIAN RECONSTRUCTION f{ I ( SEE SITE PLAN, SHEET ^ TN w._....v.._.. .. . SOP - ; " ---- m 799 00. 5p 800 0 LF 24"� w... : RCP Su18"Rcoz 4 � 1 W _ao afl6 7'99 800 i 11'.11R _ • " �. _ 801 97.B 97 REPLACE PAVEMENT ` -100, TURN LANE " RELU REDINLET PROTECTION I SEEDETAILCROSSING) DETAIL THIS SHEET W w _ Q y H B F RCP MAINTAIN - == -_ ,...... ,^ 77- L( r:r. KAINAG LOTSU d.�n�_—_. __ETOPROPO RFACEoo• E moo— — SED—�-�� ..r..,.: .w , .. _ , , .?�13 c?7 RCP 7.V. CobleN ps - / _ 1-1 j2" Py ,FOftCE�MAIN ,Odafsox - 1_1 2"-45' HB - --- ' IR RELEASE VE__r' / \' H TA. +47 r r �o �, �. REPLACE PAVEMENT � I = ' HBN 45a (OPEN CUT CROSSING) ! SEE DETAIL THIS SHEET ANDERSON 1 '� , I `t 4 i l 0 2 BITUMINOUS ROADWAY I 'O^ II A 1+ TRENCH N /F L J } ° -� �N IDS, ; FARMERS LIVESTOCK EXCHANGE +I 60' BRL / 3 FORCE MAIN LAID IN SAME ENCH 4 LL ° 1 ct ' TO START AT STA. 6+19 0 1 MAINTAIN 9" CENTER TO CENTE Nr CLEARANCE BETWEEN 1-1/2" A D I w00 ' ,�"t• € r a � •�•- i j Z � 3" FORCE MAIN. Z j 1 BITUMINOUS BITUMMOUS I SURFACE COURSE BASE COURSE J 1 AS NOTED BELOW 12" AS NOTED BELOW _ TRENCH MIN �-- w / m 1 ..►+'� a a � { I o 11 $ ' ~ L1J 1 _ t _ -w 10 1 ' � COMPACTED I "` �TM � p�AREA� 18" RIP RAP (d -12") TO EXTEND UP CHANNEL Q w CONTRACT PURCHASER f DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 PHONE: (703) 481-9885 Y^� li aCRUSHERRUIN so OR MILLED MATERIAL ILLED SIDE SLOPES TWO FEET REMAINDER OF CHANNEL , L491 ---A MMILLEDMATERIAL SIDE SLOPES TO BE STABILIZED WITH EROSION N c ADDITIONAL CONTROL MATTING. r. m J' ASD ECESSARY EX, STREAM CHANNEL i = r FIRM SUPPORTED Q�`-J f IIj �. _ "i a{ ;C 11 SUBCRADE w�7! V w + 8 tp � W UNDISTURBED ¢ EARTH —� 2' MIN. �- ' Yg 10' �� ' • "" �^ � - ' �^' � � N THE TOP 1 FOOT 0 INCHES OF THE TRENCH BELOW PAVEMENT SUB(;+2ADE SHALL BACKFILL: 1' , i' ' • . BE BACKFILLED WITH COMPACTED CRUSHER RUN OR MILLED MATERIAL BITUMINOUS COMPACT �. _ 0.64 0.4 ' I , CONCRETE SURFACE (SN) SHALL BE PLACED TO A DEPTH EQUAL TO THE EXISTING TO 95% OF MAXIMUM m _ SURFACE OR 2 INCHES MINIMUM, WITH OVERLAY OPERATIION, BITUMINOUS DRY DENSITY (ASTI�1 D698) l ' 1 �' M�.. 6 143 CONCRETE BASE (BC, B1, BF) SHALL BE PLACED TO A DEPTH EQUAL TO THE 1 1J, « EXISTING PAVEMENT OR 4 INCHES MINIMUM, WHICHEVER IS GREATER. 1-1/2" PVC FORCE MAIN d e1 r� / 'Q• �./ `; ,.._,... . � # ``_`_ � -'��i7 ` / y W 3000 PSI CONCRETE � f� G _. 2 MIN. 3 E 30 MfN: N 3�Qe ^ ��. I 4 3" PVC FORCE MAIN ff 2' " ): /j1f['�/ '° ` PAVEMENT PATCH FOR FUTURE USE `� QVII Ota SEA FQR/�.?DRf AND PLUG DETAIL STREAM "'APB is£EyaD7r 1 co^/NEcn vA�� __ -- 1'2or9,O11 N.T.s. CROSSING DETAIL GRINDER �M1NA� ao. j Pu►uP NEc770 1)s>��rvc N . T. S. ati I o DRW BY: MAH 0 1 ICN D q No. Date Revision Description Rev.By CHK BY: RJH APP BY: REH DATE: 6/98 SCALE: AS NOTED G V) -- NEW ASPHALT PAVEMENT ASPHALT PAVEMENT OVERLAY (SEE SHT. 2 OF 9 FOR PAVEMENT DETAIL) GRAPHIC SCALE 0 15 30 60 120 ( IN FEET ) I inch = 30 ft 7-ELEVEN ROUTE 50 ® WARD AVENUE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SS FORCE MAIN PLAN / PROFILE AND PUBLIC ROAD IMPROVEMENTS ew* CHESTER ENGINEERS Project No.: 4653-107 Sheet: 7 OF 9 U) 0) 00 LL- 0 LL.J Z —J F— L.LJ < LLJ 0 U-) 06 790 00 .0 9+00 0 LO (3) 00 LL. LLJ Z F— C) F— Lj < L.LJ 161 1001, 100011 10+00 11+00 TRENCH EXISTING GROUND 12" INITIAL BACKFILL SEE VDOT SECTION 520.03 VDOT SPECS RTING AT STA. 6+19 1JRE 3* FORCE MAIN BE LAID IN TRENCH 1 1-1/2 . FORCE MAIN INTAIN 9* C.C. SEPARATION - A%riURLW%IL #Z)/ MIJUINU PLACED PER VDOT STD 1401.01 TYPICAL TRENCH DETAIL N.T.S. 12+00 13+00 FORCE MAIN PROFILE SCALE : HORIZ. 1 "-30' VERT. 1 " —S 00 14+00 45' HB 151 161 00 00IC01 15+00 3" FUTURE FORCE MAIN — 45' HB - 45* HB AIR RELEASE VALVE VAULT SEWER STREAM CROSSING (SEE DETAIL SHT. 7 of 9) Ln 04 0 00 z LO Lo 16+00 17+00 45' HB 1-1/2" FORCE MAIN 3" FM ROUTING n.(]. AIR RELEASE VALVE jf N.T.S. Signal r Sign Light Pale; AC Sin 17+00 Control Panel - 4:5 dINGS -1 - 1 /211 & 3p. PVC .FORCE MAIN, J ConGrgle Sidewalk N,,,x Sign -d-, 10 HeV*O 01H Pow-, Tale.. Conc. +---..---------.— . I ", - f T V. Cable Control BOX 6 H. C. Romp 9+00 r �Bridge Abuttment x SE VALVE AIR RELEA 4b, W ig STA. 13+63 Cf) MIN. 1 0,/ ' ef- f SET �3 NO OF CULVERT FROM E F TRAVEL LANES 45, HB US 50 EASTBOUND LANES EDGE 0 ONE 11+00 12+00 14+00 ---.15+00 T o (ONE 13+00 pAD PVC FORCE M �AIN CRC Signal L igh I e 47 Concrete Ditch Sigh Sign -Goy-vire Sig AGuy ffire 7, n Pad -J TWO ON EACH) JACK & BORE ROAD CROSSINGS AIR RELEASE VALVE STA. 9+26 it 0 CONTRACT PURCHASER ' /DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 OD ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 CA HERNDON, VA 20170 .2 PHONE: (703) 481-9885 DRW BY: MAH CHK BY: RJH- APP BY: REH DATE: 6/98 SCALE: AS NOTED Nol Date Revision Description 45 in,. =801- 75 Rev,By N /F McDONALDI S CORP. PROVIDE 8- OUTSIDE DROP CONNECTION, CONNECT FORCE MAIN W/ REDUCER. NOTE: 3 . _FM SHAL�. ,BE, CAPPED: AT STA,J CTk 3- FORCE MAIN CONNECTION TO CITY OF WINCHESTER SANITARY SEWER SYSTEM IS NOT AUTHORIZED AT THIS TIME.) 18+00 --j�E—qLACE p OPEN CUT CROSsiNG BEI�CHMARK- SEE DRIL SHT. 7 0 11 F 9 'ViA E glo f 118 0,6 8 00 W.V. C.' R.11P Rim-808-50 Out=803.73 GRAPHIC SCALE 30 0 15 30 so ( IN FEET ) I inch = 30 ft. 7-ELEVEN ROUTE 50 (9 WARD AVENUE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SS FORCE MAIN PLAN AND PROFILE 120 CHESTER ENGINEERS Project No.: 4653-107 Sheet: 8 OF 9 SAFETY FENCE SODDING 00 OI r 8 a STONE• ' •ENTRANCE • • .3 •' MIN. A EXISTING .�%•��i PAVEMENT 1=11=11 Jt-::;::,�i:,��'i'•�'•ijyiiii:,:i:,.� FILTER •MOUNTABLE SIDE ELEVATIONO • EXISTING GROUND • WASHRACK �•'110 MIN. IL- III �•••,•' EXISTING PAVEMENT COURSE• SEDIMENT EXTENDTRAPPING MUST WIDTHr EVICE OF 1 EGRESS PLAN VIEW OPERATION _3" MIN. 12' MIN. 3" MIN. I•-11 II 1:.. CLOTHFILTER SECTION REINFORCED CONCNEIE SECTION B-8 DRAIN BLOCK &GRAVEL CURB INLET SEDIMENT FILTER CURB INLET s s WIRE SCREEN _ 'lam CONCRETE BLOCK GRAVEL FILTER �--� RUNOFF WATER WITH OVERFLOW SEDIMENT FILTERED WATER TI jI IDI Ij , 11111 - A , SEDIMENT CURB INLET WIRE SCREEN 2" X 4" WOOD STUD SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONWED PLASTICS VOOT ROAD AND BRIDGE STANDARDS VA. DSWC PLATE. 3.1 -1 SILT FENCE CULVERT INLET PROTECTION ENONW L — TIDE OF Fll A � CULVm - - - « TOE (IF FILL e SILT FENCE o 0 e DISTANCE IS e' wHMUM •' R.01• IS TONN~KMEW FLOW RD E1 OPTIONAL STONE COMBINATION y� FLOI• —�► ze' •WOT 7, %S OR /57 COARSE AOORIMATE TO SILT IN • 4OF11040E • "EN HlW VE n= OF FL011 IS DOE717TED SOLE AOAPIEO fmm VW S mdw SFIa•h od Va. OSMC PLATE. 3.0E-1 LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS OGIa TLY AGAINST EACH OTHER. DO NOT nw++� LEAVE SPACES AND DO NOT *A OVERLAP. A SHARPENED MASON'S TROWEL IS A HANDY TOOL FOR TUCKING DOWN THE ENDS AND ns r nwM TRIMMING PIECES. BUTTING - ANGLED ENDS INCORRECT CAUSED BY THE AUTO- MATIC SOD CUTTER MUST mm BE MATCHED CORRECTLY. CORRECT ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL. SOURCE: VA. DSWC WATER TO A DEPTH MOW WHEN THE SOD IS OF 4' AS NEEDED. ESTABLISHED -- IN WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LND. MOWER HIGH (2•-3•). APPEARANCE OF GOOD SOD SHOOTS OR GRASS BLADES. GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A 2'-3_ CUTTING HEIGHT. THATCH - GRASS CUPPINGS AND DEAD LEAVES, UP TO 1/Z_THICK. ROOT ZONE - SOIL AND ROOTS. SHOULD BE 1/2•-3/4• THICK, MATH DENSE ROOT MAT FOR STRENGTH. PLATE: 3.33--1 6'-0" FOR 1-2 10'-0" FOR 1-4 8'-0" FOR 1-3 (SUMP INLET) P LAN ml 5 / 8 " x 4" DOWEL HOLES @ 12" C. TO C. (TYP.) / 4S• � 1 ..s, a I o /1 ALT. NOSIE / / 2" 1 h\� #5 BARS @ 6" C. TO C. —VDOT STD. IC-2 A � A FRONT ELEVATION SECTION #4 @ 6" C. TO C. NOTES: 1) 4000 PSI CONCRETE. 2) GRADE 60 STEEL. 3) REFER TO CONTRACT DOCUMENTS FOR PIPE SIZE AND LOCATIONS. 4) PIPE OPENINGS TO BE 4"-8" LARGER THAN PIPE O.D. 5) REFER TO STANDARD VDOT DETAILS DI-3 FOR ADDITIONAL INFORMATION. 6) NON —TRAFFIC LOADING ONLY. 7) STEPS TO COMPLY WITH VDOT STD. ST-1 . 8) SEE STRUCTURE SCHEDULE, SHEET 6 OF 9. MODIFIED CURB INLET BOX DETAILS (NOT TO SCALE) DO DRW BY: MAH , :L No. Date Revision Description Rev.B OWNE DEVELOPER cHK BY: ATN" Y �) �'�`~� y 7—ELEVENCHESTER THE SOUTHLAND CORPORATION s 5300 SHAWNEE ROAD APP BY: REHAENGINEERS �� ROUTE 50 ® WARD AVENUE Qe DATE: 4 98 �� � .: TgNV7— ," " BACK CREEK MAGISTERIAL DISTRICT 3. ** ALEXANDRIA, VA 22312 4 , r PHONE: (703) 658-8567_r ENGINEER SCALE: ' FREDERICK COUNTY, VIRGINIA Project No.: 4653-107 CHESTER ENGINEERS 818 W. DIAMOND AVENUE N.T.S. EROSION AND SEDIMENT CONTROL GAITHERSBURG, MD 20878 DETAIL Sheet: 9 of 9 PHONE: (301) 840-1030 00 m VDOT GENERAL NOTES V1. 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. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. 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 flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of ) Road & Bridge Specifications, Section 104.04—C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. 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. V6. 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. V7. 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. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway 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. APPROVED BY THE ZONING ADMINISTRATOR ApproYl Signature SITE PLAN CERTIFICATE Date hereby certify that to the best of my knowledge and belief that the plan is correct and complies with the requirements of Frederick County Code and that I am a qualified professional licensed in Virginia. '3 O S2-'? Va. License No. CONTRACT PURCHASER/DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 PHONE: (703) 481-9885 ignature m 158 Date ROUTE SITE PLAN 7-ELEVEN 50 W A ?E) A VENUL9 Frederick County, LOCATION No. N JINAL SIT' MAN APPR;,-�V'',:D C DA; E.._ �*i NOTIFY "MISS UTILITY" AT 1-800-257-7777 FOR UTILITY LOCATION 48 HOURS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 37 SITE 1 50 50 03 WALL DR. Q 621 r� N 9R o VICINITY MAP SCALE 1 "=2000' Virginia 32356 CONDITIONAL USE PERMIT #11-95 APPROVED OCT. 25, 1995 C.U.P. APPROVED WITH V.D.O.T. APPROVED ROAD ENTRANCE PLAN AS SHOWN WITH THE FOLLOWING CONDITIONS.... — SITE PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO ANY CONSTRUCTION — ANY CHANGES OF USE OR EXPANSION OF APPROVED FACILITY WILL REQUIRE A NEW CONDITIONAL USE PERMIT. — WHEN PUBLIC WATER IS AVAILABLE TO THIS SITE, APPLICANT MUST INSURE ADEQUATE SUPPLY FOR FIRE PROTECTION IS PROVIDED. THIS MAY INCLUDE INSTALLATION OF A HYDRANT AT THE EXPENSE OF THE APPLICANT. — THE SITE ENTRANCES SHALL BE CONSTRUCTED TO VDOT STANDARDS AS PRESENTED. ANY CHANGES TO PLAN AS PRESENTED SHALL NOT REQUIRE ADDITIONAL APPROVALS. GENERAL NOTES: 1. THERE ARE NO CEMETERIES OR HISTORIC AREAS ON THE SITE. 2. THERE ARE NO RESOURCE PROTECTION AREAS ON THE SITE. 3. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "C", AS SHOWN ON F.I.R.M. COMMUNITY PANEL #510063-0115B DATED 7/17/78 (AREA OF MINIMAL FLOODING). 4. THERE ARE NO WETLAND PERMITS REQUIRED. 5. EXISTING TOPOGRAPHY INFORMATION SHOWN IS BASED ON A FIELD SURVEY PREPARED BY JAMES D. THURBER L.S. DATED NOVEMBER 1997. 5. BOUNDARY INFORMATION SHOWN IS BASED ON A FINAL PLAT, BOUNDARY LINE ADJUSTMENT AND CONSOLIDATION PREPARED BY MARSH & LEDGE LAND SURVEYORS, DATED JUNE 10,1998 AND RECORDED IN THE LAND RECORDS OF FREDERICK COUNTY IN BOOK 908 ON PAGE 0652. THE CONSOLIDATED PARCEL HAS NOT BEEN ASSIGNED A PIN NUMBER, BUT WILL RECEIVE A PIN NUMBER BEFORE FINAL SUBMISSION. CONSTRUCTION NOTES 1. SEE THE CONSTRUCTION PLANS PROVIDED BY THE SOUTHLAND SHEET INDEX CORPORATION FOR THE FOLLOWING DETAILS AND SPECIFICATIONS: * GASOLINE ISLAND * TOTAL CONTAINMENT DISPENSER SUMP * 8" CONCRETE PAD OVER TANKS AND AROUND ISLANDS SHEET No. TITLE * OVERFILL _ * OVERSPILL 1 COVER SHEET * STORAGE TANK PUMP TOTAL CONTAINMENT SUMP * STAGE II VAPOR RECOVERY (VAPOR VAC) * HANGING HARDWARE SCHEDULE FOR NEW MPD'S 2 SITE PLAN 3 EROSION AND SEDIMENT CONTROL PLAN 2. SEE ATTACHED PAVEMENT DETAILS FOR PAVEMENT INFORMATION. 3. THE CONTRACTOR MUST MATCH THE SURROUNDING EXISTING PAVEMENT 4 LANDSCAPE AND LIGHTING PLAN ELEVATIONS IN PATCHING FROM PROPOSED PAVEMENT TO EXISTING ASPHALT. THE CONTRACTOR SHALL MAKE MINOR ELEVATION ADJUSTMENTS AS NECESSARY TO AVOID PONDING OF WATER. 5 DETAILS 4. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE BY THEIR CONSTRUCTION ACTIVITIES AND SHALL REPAIR ANY DAMAGE IMMEDIATELY AT HIS OWN EXPENSE. 6 STORM DRAIN PROFILES AND COMPUTATIONS 5. THE CONTRACTOR SHALL COMPLETELY ENCLOSE THE TANK EXCAVATION WORK AREA BY INSTALLING TEMPORARY SAFETY FENCES DURING CONSTRUCTION. 7 SS FORCE MAIN SEWER PLAN/ PROFILES AND PUBLIC ROAD IMPROVEMENT'S 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT EROSION FROM THE SITE. 8 SS FORCE MAIN SEWER PLAN AND PROFILES 9 EROSION AND SEDIMENT CONTROL DETAILS OWNER FARMERS LIVESTOCK EXCHANGE P.O.BOX 2696 WINCHESTER, VIRGINIA, 22604 (540) 667-1023 7. CONTRACTOR MUST RESTORE ALL LANDSCAPING DISTURBED DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING UTILITIES, PRIOR TO CONSTRUCTION. CONTRACTOR MUST HAND DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS. 9. A DEMOLITION PERMIT MUST BE OBTAINED FROM THE BUILDING INSPECTION DEPARTMENT PRIOR TO DEMOLISHING THE EXISTING BUILDING. AN APPROPRIATE ASBESTOS REPORT MUST ACCOMPANY THIS PERMIT APPLICATION. DRW BY: MAH LT1i RICH nD F, T S � � 1 No. Date Revision Description Rev.By 7-ELEVEN ROUTE 50 (9 WARD AVENUE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA COVER SHEET CHK BY: ATN APP BY: REH DATE: 4/98 SCALE: N.T.S. 8 e404 CHESTER ENGINEERS Project No.: 4653-107 Sheet: 1 OF 9 a PI OD MATCH LINE ,g { 3 x l / „ W 1 �'7•.': ..�<:...:� RE ' --F�, X» HEADE SE DET IL is ,li ,,- CURB _.I..:...;%•. 4.r:> Y:(a:- .:;;' . SH ET 5 of 9 \ 2� PROP E -� o 'F \ 5• 00, -4 ,^ cn s 3•-2" CON UIT �- ®. o FOR FUTU CONTRACTOR TO COORDINATE o i SIGNALIZA N ,. z r ;". , vi ° i r`3 n REMOVE EX. 1~X. CURB 1..NE '��; .., w:•, t:.,'''4.: , >. . r ,: _� WITH POWER COMPANY FOR v CULVERT Ex. E/P q _, H DISCONNECTION OF EX, _ °� i ONTRACTOR TO COORDINATE WARDAVENUE (VA. ROUTE � 31 Z�_-- - Y ~AND i WITH POWER COMPANY FOR a, MATCH EX. 4 0 r R /W / U N P 0 STE D SPEED LIMIT RELOCATION OF EX. POLE " i ul RELOCATION OF EX. POLE 1' PROP. E/P0. 15 LF RCP �! ELEVATION 30 250'f SIGHT DISTANCE ® 2 00% ' _. TAPER ""- - -PROP. REMOVE \ 07 VDOT ENTRANCE �. VENTS I •a..'SLY' Q 8a6 -- - ' PROP � m.,_ _._...._._..._, 2 1.49% ti 24`C. w. 134 LF 15 R 0 CP `^ Ai � .....,. .«,_....._..,,,, r� 80 _ 1-6 � '� VARIABLE ..WIDTH C, � = - -" 80 �� *\ STRM D, At ESMT. � S SPA S .0 0' - 11 ,D '� 07.4 807.0 0� - oo B05.1 Z4' �1 W2 a m 809.0 P 5'x9' ~� ,< 'A SIGH; ` / �1 O ENTRANT - �f a MO _ I 'p06.7 r� \EMOVEPROP. P14ONRA.�3�kA,55' 08,dJ '� 0 } 1 PROPOSEDLA ' FT ; , 4 Z UNDERGROUND f - a o iD VDOT ENTRA CE 6.1 ' 4 PROP. CG-11 STORAGE aIlk,xj 2 .. PROP. WATER "' w� ?` i �,r TANKS *XAA { 1*t a. WELL V a {... € 1{:.; f [0 , r t .' ' ' o ° PROP. 8"' \ ' < + t4 w REMOVE LIGHT .., I.. .:Y' N1 ti 1CONC. P�D fxi r.". : ' !.t.! t z 1 aY.G 3 4" CONf�l11it----------------------- I POLE 0 �- 1 ------ --- l 0 53 O ROP. ..• Ln 04 Cob20' DEMOLIS ,x; 805.0 • �.1.i FRS 0 i 1 -WAY 0.1 `�r U 808.2 . REMOVE 7 EX. BLD SI �o it REMOVE � ➢ �p 8 $ID K ' SHED �:.X ci r ;:3 C:! i C ' :n . EMOV W 1 ! L'i rA 1 C.Q. a, i,•';.} ' I HTIN ,� z. C. r , a 0 � r m - - 49 S _ 1 o RE d'o I Glr#iis'. -f N GYP ' ''X' fT.l fy, a> !.1.. (+7 W _. _ x cQ 'V 3 `, ` `' `f} `rsf... I- �.�" 0 r II C.O. y:UJ e I.Ir O s cb Z N U p 0 D= RE M r O! LL F Q N f 808.2 WALL o W °� r li ! ° X ¢ OD o �j o Fz` .. PACKS J c,j t� I 50> >_ • N ROP.J" Z I I ., J (L Lt1 _r _ - - - .... _ -- Q ;., p ASPHALT RCP' 1 PAVEMENT CID ) a U O P � +. 1 REMOVE t O PVC -- ' PROP. ' "� (h ,x RCONC. PAD 21 LF 15 RC 70 - N. 0.50 I- 10NTRACTOR TO f --- - 08wt �• ,.. L. z., *' -COORDINATE ITH __ 8 7.u� 09.0 t ,,: RMovE GREASE -- POWER CO. TO jc TY 6' . (DEWA "� 50' BRL -- -_-_- _- - c »t�v� .:i<!: O ` TRAP , f P ALLY PR 8 PVC 1 4 \ RELOCATE THE POLE ki TRANSFORMER ;: G+ ter.» I-4 REMOVE ZX Ate FE" REMOVE 6 . ' PROP. GRINDER 2 MAX c. _� �' PUMP n ; i PROP. 10 x10' - J'------------ ------ 1------ p ' 3. CONC. CART CONC. DUMPSTER ELECTRIC & 1' T� E---- -24,---'---- TO RwT -f tTttRE STORM , - -- "� STORAGE PAD W_ CON I DRAIN EXTENSION i O rui PAQ - ,/CLOSURE `�,,. "` -�1.9 v ENCLOSURE E N BY OTHERS t 03.6 .' 'i�bP. CONC. SIDEWALK TERMINAL,FLUSHING W/ 5 STEPS AND RAILING o t 1 t " CONNECTION DACE PROP 1-1 CROP. CG-6 f 1-1/2 T" AND PLUG VALVE M ° t, O �' 8 x.: 5 .8 07.6 FORCE MAIN rO 805.3 FOR FUTURE CONNECTION \ (SEE NOTE 11, SHT. 2 of 9) _ aEno .:._ 8� ' 1-1/2- S I - 8' BM-2 e" 21-B S19 45 00 W 40' NOSE DOWN X ENTRANCE 04.5 CURB 06 Oro04. $-REGRADE AND REPLACE ASPHALT 05.1 PD c_n PAVEMENT UPTO PROP. GUTTER -+ �t .'.}':71i•ri -..: \:..: i... ^• �. ..: .,J ... r••. .... t!: 7Y.: •,�f', .• .•r�: .. �� x /.��,�- y REMO EX. � I 20' FC TO CL EX. PAVEMENT _ • :..:- .. fti ..: PROPOSED-;,'+�'"!+� I N' ASPHALT OVERLAY INGR 1103 SMOOTH CUT (MIN. 1.5' SM-2A) ` INGRESS/EGRESS 1-1/2" SM-2A 1-1/2". SM-2A ASPHALT CONCRETE EASEMENT ' 40 3" BM-2 6" BM-SASPHALT CONCRETE 1 8 21-B 8 21-B I Z 8 12' 24' LIMITS OF ASPHALT -_-- - - PAVEMENT 4, SAW CUT 102.9' EX. PAVEMENT TO REMAIN - - - - - - - - - _4. 4'.1 0 in n EXCAVATE AND LREPLACE WITH CON 41 ~ \ } NEW PVM7.WHERE , OLD DOESN T EXIST, REGRADE EX. MEDIAN _J CLASS I CLASS II NEW PAVEMENT NEW PAVEMENT DITCH TO 4' BOTTOM 06 TRAP AND PROVIDE EC-2 3 W/ GRASS COVER v EX. PAVEMENT A I/a'; �'-`N 1 p\c> WITHIN RTE. 50 RIGHT-OF-WAY WITHIN WARD AVE. RIGHT-OF-WAY NOTE EASTBOUND RTL'n TO RECEIVE CLASS I PAVEMENT IF (WHERE PAVEMENT EXISTS) ADD 1-1/2- SM-2A ASPHALT WHERE PAVEMENT DOES NOT EXIS 1 }g e } 11 I ADEQUATE BASE IS NOT IN PLACE TO ACCOMMODATE ANTICIPATED TRAFFIC. SECTION "A -A" WEST BOUND DECEL CONC. TO EX. PAVEMENT -1/2- SM-2A ASPHALT CONC. ASPHALT CONC. TYPICAL PAVEMENT DESIGN LANE & MEDIAN RELOCATION PAVEMENT 8= 21 e t NOT TO SCALE EAST BOUND DECEL LANE TYPICAL SECTION NOT TO SCALE NOT TO SCALE 'aW , TRA T PUR DRW BY: MAH J No. Date Revision Description CHASERfDEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 PHONE: (703) 481-9885 CHK BY: ATN ` I GRAPHIC SCALE APP BY: REH Q 00, 20 0 10 20 +a DATE: 2/98 SCALE:IN FEET 5 �� i inch --20 ) ft~ 1 "=20' I ` rn I x v r� REGRADE EX. SWALE 0 MIN 19e, MAX 5% m WITH 3:1 SIDE SLOPES, _ AS SHOWN. -p IMMEDIATELY AFTER REGRADING, SWALE IS o TO BE PERMANENTLY to STABILIZED WITH EITHER o SEED AND MULCH OR SOD. D o m `1 Do z r M LE 11 0 II X D� C D , D 14' OZ -o�, ;0 -)no�j O0 0 no (n r�,�'i,/n� ljt l ® 1� C� C "� �l oo. �q � MATCH LINE A -A : Cis NEW ASPHALT PAVEMENT SITE TABULATION PROPERTY AREA 53,227.13 s.f. / 1.22 ac. TAX ASSESSMENT/ GPIN 53B 003 1 DEED BOOK / PAGE 536/532 (No Proffers) ZONING Existing -RA, Rural Area USE CONVENIENCE STORE W/ GASOLINE SALES ADJACENT ZONE Existing -RA, Rural Area ZONING REGULATIONS: B2 ZONE REQUIRED PROVIDED 1. Setbacks: a. Front 60' 140' b. Side 50' 50' c. Rear 50' 70' d. Canopy 5' 54' e. Pump Island Setback 20' 62'f 2. Open Space/Green Area: 15% (7,010 s.f.) 17% (8,000 s.f.) 3. Floor Area Ratio: 1.0 .06 4. Building Floor Area: a. Gross 2,940 s.f. b. Net 2,205 5. Building Height: 35' max. 20' (BLDG.) 18.5' (CANOPY) 6. Parking: a. Total 15 (1/200 s.f. GFA) 23 b. HCP 1 1 c. Loading 1 1 d. Parking Lot Area 28,200 s.f. e. Interior 5% (1,410 s.f.) 5.3% (1,500 s.f.) Landscaping f. Parking Lot Setbacks: *from any r.o.w. 5' 10' *from other prop. lineE 5' 5' 7. Buffer Yards: a. From B2 Zones Active none 5' Inactive none 5' 8• No. of employees: - Max. 3/shift (9/24 hours) NOTES: 1. ENTRANCE LOCATIONS PER VDOT APPROVAL VIA C.U.P. #1 1-95, 2. LOCATION AND MOUNTING OF CG-12 TO BE DECIDED BY VDOT IN FIELD. 3. WATER WILL BE PROVIDED ON SITE THROUGH PRIVATE WELL. HOWEVER, ONCE PUBLIC WATER IS AVAILABLE, THEN THE OWNER/APPLICANT WILL INSURE ADEQUATE WATER SUPPLY FOR FIRE PROTECTION IS PROVIDED BY INSTALLING A FIRE HYDRANT 300' OF STRUCTURE AT THE APPLICANT'S/ OWNER'S EXPENSE. 4. TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY JAMES D. THURBER, L.S., IN NOVEMBER, 1997. 5. FOR STORM DRAIN CALCULATIONS AND PROFILES SEE SHEET 6 OF 9. GENERAL NOTES FOR STORM DRAIN CONSTRUCTION 1. ALL STORM DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASPHALT PAVEMENT THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE VIRGINIA -- OVERLAY DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY. 7 �. I •'••} ,•..`.' Vie:, t t t e 4 { Z � i u s ' s � 4 t rS � ll 7 i i'i Rev.By 2. TYPE OF STRUCTURE REFERS TO THE LATEST DESIGN STANDARDS OF VIRGINIA DEPARTMENT OF TRANSPORTATION. 3. WHERE THE DROP ON THE MAIN LINE THROUGH A STRUCTURE CAN BE ACCOMMODATED BY AN INVERT SLOPE OF 1.5:1 OR FLATTER, A ROUNDED CHANNEL LINED WITH SEWER BRICK ON EDGE SHALL BE BUILT TO THE ELEVATION OF THE PIPE CROWN. 4. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF THE UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS, WELL IN ADVANCE OF TRENCHING. IF CLEARANCES ARE LESS THAN SPECIFIED ON THIS PLAN OR LESS THAN 12" WHEN NOT SPECIFIED, CONTACT THE FREDERICK COUNTY INSPECTOR AND THE APPROPRIATE UTILITY OWNER BEFORE PROCEEDING WITH CONSTRUCTION. 5. WHERE ANY PART OF THE STORM DRAIN SYSTEM IS LOCATED IN A FILL SECTION PROVIDE SELECT FILL MATERIAL COMPACTED TO 95% AASHTO T-99 DENSITY FROM APPROVED SUBGRADE TO THE STRUCTURE BOTTOM SLABS AND/OR THE PIPE BEDDING. 6. STORM DRAIN PIPES SHALL CONFORM TO THE FOLLOWING STANDARDS REINFORCED CONCRETE PIPE (RCP) PER ASTM C-76, CLASS AS NOTED. 7. MANUFACTURE AND INSTALLATION OF PRECAST STRUCTURES SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE COUNTY AND STATE HIGHWAY ADMINISTRATION STANDARDS AND SPECIFICATIONS. 8. GRADING SHALL BE DONE IN SUCH A MANNER AS TO MAINTAIN POSITIVE DRAINAGE TO INLET STRUCTURES AND AVOID PONDING. 9. CALL "MISS UTILITY" AT 1-800-257-7777 48 HOURS PRIOR TO BEGINNING EXCAVATION TO DETERMINE THE LOCATION OF EXISTING UTILITIES. 10. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT OR GUTTER ELEVATIONS UNLESS NOTED OTHERWISE. 11. PRIOR TO FUTURE CONNEC1ON TO FORCE MAIN, BY OTHERS, APPROVAL MUST BE RECIEVED FROM THE CITY OF WINCHESTER DEPT. OF PUBLIC UTILITIES. LEGEND: C.O. CLEAN OUT RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE L� PROPOSED STORM DRAIN INLET I-1 PROPOSED STORM DRAIN INLET NUMBER W - - PROPERTY LINE 326 « EXISTING CONTOUR 326 PROPOSED CONTOUR x= PROPOSED SPOT ELEVATION EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN tiT ` PROPOSED CONCRETE PAVEMENT EXISTING CURB & GUTTER PROPOSED CURB & GUTTER PROPOSED LIGHT POLE PROPOSED RELOCATION OF POWER POLE 7-ELEVEN CHESTER ROUTE 50 ® WARD AVENUE QeW ENGINEERS BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SITE PLAN Project No.: 4653-107 Sheet: 2 OF 9 :A"' -3 SEQUENCE OF CONSTRUCTION MATCH LINE A -A 1. PRIOR TO ANY CLEARING, DEMOLITION, INSTALLING SEDIMENT CONTROL MEASURES, OR GRADING, A PRECONSTRUCTION MEETING MUST BE CONDUCTED 'U Tt 70 x ON SITE WITH THE SEDIMENT CONTROL INSPECTOR (48 HRS. ADVANCE NOTICE). 7 z A DEMOLITION PERMIT SHALL BE OBTAINED FROM THE BUILDING INSPECTOR DEPARTMENT. � 2. THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO CLEARING, f ^ INSTALLATION OF SEDIMENT CONTROL MEASURES, CONSTRUCTION, OR OTHER LAND DISTURBING ACTIVITIES. CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM FREDERICK COUNTY PUBLIC WORKS DEPARTRMENT PRIOR TO INITIATING SITE WORK. 4 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE, SILT FENCE, SAFETY FENCE CI P AND INLET PROTECTION ON THE DOWNSTREAM INLET ACCORDING TO EROSION REMOVE � AND SEDIMENT CONTROL PLAN. EX. o 4. EXCAVATE AREA FOR INSTALLATION OF TANKS AND CONDUIT TRENCH. JADER CUR k PLACE EXCAVATED MATERIAL ON HIGH SIDE OF TRENCH. STOCKPILE ➢o EXCESS SOIL AND SURROUND STOCKPILE COMPLETELY WITH SILT FENCE. STABILIZE STOCKPILE AREA WITH SEED AND MULCH WITHIN 7 DAYS OF DISTURBANCE. I \ W� 6+ 5. INSTALL PROPOSED TANKS AND ASSOCIATED PIPING. FILL THE EXCAVATED TANK AREA AS SOON AS POSSIBLE UPON COMPLETION OF INSTALLATION. 6. BEGIN CONSTRUCTION OF PROPOSED BUILDING AND CONSTRUCTION OF CIP UTILITY CONNECTIONS TO BUILDING. � 7. CONSTRUCT NEW SITE ENTRANCES AND CURB AND GUTTER ALONG ROADS. 0 �Z wp 4 i 805.0 . PROVIDE INLET PROTECTION EX, CUR 1 'N N, INSTALL STORM DRAIN PIPE AND' INLET �. •.. < t ......---�z•__,: ....:�tw �_. .., _„�� . _....N.;.�:r:.;:.e.;� 0 8. CONSTRUCT CONCRETE PAD, FUEL DISPENSER � DEVICE AFTER THE INLET IS INSTALLED "D UNITS, DISPENSER ISLANDS �1 WARD:�'AVENUE m AND CANOPY. COMPLETE ALL OTHER SITE CONSTRUCTION AS SHOWN ON SITE PLAN, INCLUDING LANDSCAPING AND LIGHTING. D X 9. COMPLETE FINAL GRADING OF DISTURBED AREAS AND LANDSCAPING. COMPLETE REMOVE c PAVEMENT OF REMAINING PARKING AREA, AND PERMANENTLY STABILIZE ALL ip -v _ _. ataa°� DISTURBED AREAS WITHIN 7 DAYS OF FINAL GRADING. - -- 10 AND OBTAIN APPROVAL � D7 :63� NOTIFY SEDIMENT CONTROL INSPECTOR AL TO � -` REMOVE SEDIMENT CONTROL DEVICES N 07� 11. PERMANENTLY STABILIZE ALL REMAINING DISTURBED AREAS. %_ I MT. T -fTA 805.6 12. PROVIDE NEW PAVEMENT STRIPING PER THE SITE PLAN. S 9 o � 07.4 807.0 809.0 06.7 E S ; zr: ij e D7. CRA p 3 V F _-8.N . 08.2Y �4 ; 9 S; } o A k. { 808.2:; 08.2 i REMOVE IA } o: 8 8 f Up W c i 0 I a R � � ` 0- !W ' N t' ,' 808.2 WALL I ,� Lo Q �! PACKS W I t PVC # i GREASE 017 j f TRAP { . (.0.) WALL PROP. GRINDER y x fr ' s PUMP'" 08. 1 LEGEND 9 l V g f „ TERMINAL,1=LU H ` EX. CONTOUR f,.' ff w CONNECTION PROP 1-1 2" 81.5 PROP. CONTOUR ,{i --f-� LUG VALVE 80 a 07.6 FORCE MAIN FOR FUTURE CONN TION. w �. _:. _.. (SEE< NOTE 11 S T _. f 9) %P - - PROPERTY LINE _ LIMITS OF CLEARING .- "�_... S19'4500W 29 0' 05.1 SF SILT FENCE (STD. 3.05) 6. -x t i oacEO TEMP. CONSTRUCTION .:Oo0o ENTRANCE (STD. 3.02) `tom Sp -�► PERMANENT SODDING i( p 3\ SAF SF SAFETY FENCE �` w LA x I n CULVERT INLET PROTECTION IP INLET PROTECTION I PROP. DRAINAGE DIVIDE 0 THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD co ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 a PHONE: (703) 481-9885 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft hX80 REMOVE GHT POLE 4 DEMOLIS \\ t805.0 EX. BLD i REMOVE MOVE 1 C.Q. C. 4 ISLAND X} �F7.1 t � RE OVE tTEiR 0 r • �05.3 C.O. REM 11 (Dr-* � \ R VE C. I P I P ON ACTOR TO t��xk REMOVE - COOR NATE WITH POWE CO. TO GRAvtL g PVC 1% 4 �` , � RELOCATE THE POLE ((�11 pR REMOVE u J--lll REMOVE C.Q. 03.5 C.O. (n 1 63. � 3i h 8 � Off' 04.5 204' 05.1 Mo ,f I ,a 1 0 8p� 1� t 1 Z NOTE: PROP. FORC M I IGNMENT' EXTENDS AP 0 - - - - - - - - ALONG RTE. 5 LACE - EXCAVATED MATERAT -01r 1 HIGH SIDE OF THE TRENCH. TRENCH SHALL BE BACKFILLED,COMPACTED . AND STABILIZED AT THE END OF WORK EACH DAY. DRW BY: MAH No.1 Date Revision Description CHK BY: ATN APP BY: REH ZL } r r TO Pr,1 � DATE: 4/98 �'41t ' > - ZL SCALE: pQ�, 1 1 "=20' _ -1 *A Rev.By 13. ALL OFF -SITE DISTURBED AREAS TO BE SEEDED AND MULCHED. SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE SUBJECT SITE IS A PARCEL LOCATED AT THE SOUTHEAST CORNER OF U.S. ROUTE 50 (NORTHWESTERN PIKE) AND VA. ROUTE 1317 (WARD AVENUE). THIS PROJECT INVOLVES CONSTRUCTION OF A 7-ELEVEN CONVENIENCE STORE WITH FOUR MULTIPLE PRODUCT DISPENSERS. THE TOTAL SITE AREA IS 1.22 ACRES AND THE TOTAL DISTURBED AREA IS APPROXIMATELY 2.0 ACRES. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONSIST OF AN ABANDONED BUILDING AND IS ZONED RURAL AREA (RA). THE NORTHERN HALF OF THE SITE IS FLAT; THE MIDDLE OF THE SITE HAS A 25% SLOPE FOR APPROXIMATELY 20 FEET AND THEN BECOMES MORE GRADUAL TOWARDS THE SOUTH OF THE SITE. THE SITE DRAINS TO THE NORTH OF THE SITE WHERE AN 27"x18" CULVERT CARRIES THE FLOW TO THE GRASS MEDIAN OF U.S. ROUTE 50. ADJACENT AREAS BORDERING THE NORTHERN BOUNDARY IS U.S. ROUTE 50 (NORTHWESTERN PIKE). VA ROUTE 1317 (WARD AVENUE) BORDERS THE WEST OF THE SITE. THE SOUTHERN LOT IS VACANT AND IS ZONED RA. THE EASTERN LOT IS LIVE STOCK EXCHANGE. CRITICAL AREAS THERE ARE NO CRITICAL EROSION AREAS ON THE SITE. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. The minimum standards of the VESCH shall be adhered to unless otherwise waived or approved by a variance. STRUCTURAL PRACTICES 1. Temporary Construction Entrance (E&S Std. & Spec. 3.02) shall be employed to reduce the amount of mud transported onto public roads by motor vehicles or runoff. 2. Silt Fence (E&S Std. & Spec. 3.05) shall be installed on the downstream perimeter of all disturbed areas in order to filter sediment laden runoff from sheet flow. 3. Storm Drain Inlet Protection (E&S Std. & Spec. 3.07) shall be installed at indicated inlets to filter sediment laden water before it enters the storm drain system. VEGETATIVE PRACTICES 1. Topsoiling (E&S Std. & Spec. 3.30) Topsoil shall be stripped from areas to be graded and stockpiled for later use. Stockpile locations shall be at locations indicated on E&S plan or where approved by E&SC inspector. Sediment control measures shall be installed prior to site clearing. These measures shall include the installation of a construction entrance and silt fence. After achieving sheet flow and the utilities are in place and functional, the inlet protection devices shall be installed over the proposed inlets. The next step shall include the construction of the building, the installation of the new tanks and any utility connections. PERMANENT STABILIZATION All disturbed areas shall be permanently stabilized with seeding or sodding within 7 days of final grading. Sediment control devices shall be removed only after authorization by the site inspector. MAINTENANCE In general, all erosion and sediment control measures shall be checked daily and after each significant rainfall. The following items shall be checked in particular. 1. The silt fence barrier shall be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 2. The seeded areas shall be checked regularly to ensure that good stand is maintained. Areas should be fertilized and reseeded as needed. NOTE: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS, EXCEPT FOR THAT PORTION OF THE SITE ON WHICH WORK WILL BE CONTINUOUS BEYOND FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. FOR WINTER STABILIZATION, ANY AREA DENUDED FOR MORE THAN FOURTEEN (14) DAYS AFTER NOVEMBER 1 AND BEFORE MARCH 1 SHALL BE MULCHED AND SEEDED APPROPRIATE TO THE SEASON AND SITE CONDITION. 7-ELEVEN ROUTE 50 ® WARD AVENUE BACK CREEK DISTRICT FREDERICK COUNTY, VIRGINIA EROSION AND SEDIMENT CONTROL PLAN CHESTER ' ENGINEERS Project No.: 4653-107 Sheet: 3 OF Q 00 m EX. CURB LINE WARD AVENUE N19'45'00"E 241.00P'--•„ 3 HL i 4Z- 01 01 X• N ! :. 2. I 01 Zo • r- r a, E I 5 IR B • 18 SY ` w w _. . i i f 0 4 CT yy NN »,2 i� 'µ t.,._. fZJ BP { Y d € . I •�"� ...t..' t r �^ ,-.w..„... ��S»y .. A 7 B H / 10 AR �y 20 SY ' 1. ... 1 is � ' � ,+s �'`-..,. l •�/ � � ..».,..,�„ _.. .... m.ww� „� ,s { ,.».. .......w...aw, f �O S19'45'00"W 290.00 w -30 � / .'.r::�i•ri'..'Y•..: ti.. � :._ ti.. �..+1..�'`•. .».. .'r�"Y•.s tt.:/:... :e't••. -+ ........... s� LANDSCAPE PLAN 4 zs SCALE 1 "= 20' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CONTRACT PURCHASER &EVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 PHONE: (703) 481-9885 DRW BY: MAH g am CHK BY: ATN' APP BY: REH' DATE: 2�98 R1 RD E. cRA`1E . 0. 3i SCALE:: AS NOTED REQUIREMENT # REQUIRED # PROVIDED TYPE 1 Shade/40' 8 (perimeter (318 I.f.) 8 Shade parking) 1 Shade/10 3 i park spaces (interior) (23 spaces) 4 Shade as necessary to provide --- Evergreen Hedge g hedge 75 Shrub Screening none Evergreen Trees (6) (rear of bldg) 11 Ornamental Trees (5) Screening Evergreen (dumpster) none 10 Trees c 3'X3' CITGO 5' MW ELEVEN CITGO a� 0.00-V WMXARUNLEADED 0.00-U MID-MADEEADED 0.� PREMIUM uraEAom MODEL D25 SIGN DETAIL CANOPY ELEVATION NOT TO SCALE No.l Date I Revision Description JRev.©y LANDSCAPING SCHEDULE Key Symbol Scientific/Common Name Qty. Root Size Spacing Remarks RM Acer Rubrum/Red Maple 4 B&B 2—2-1/2" cal. RB 0 Cercis canadensis/ Eastern redbud g B&B 8'-10' 0 Zelkova serrato 'Green Vase' 5 2 —2-1/2- ZS Green Vase Zelkova B&B cal. HL Tsugo canadensis 6 B&B 8'-10' Canadian Hemlock � Pyrus calleryana 'Bradford' 2— 2-1/2" BP 1 Bradford Pear 4 B&B cal. AR > Thuja occidentalis 'Emerald' 10 B&B 5'-6' 4' O.C. Eastern Arborvitae SY O Taxus x media 'Hicksii' 58 cont. 36" min. 4' O.C. Hicks Yew BH r% j Ilex x meservea 'Blue Boy / Girl' 15 cont. 36" min. 4' O.C. �..� Blue Holly CT Cotoneaster horizontalis 7 cont. 1 gal. Rockspray cotoneaster Rhododendron 'P.J.M.' PJM O PJM Rhododendron 7 cont. 36" min. Si Juniperus chinensis var sagentii 3 cont. 1 gal. Sargent Juniper + + + + I Annual Flower Plantings ORANGE GREEN RED WHITE FI I` GF General Notes: 1. All trees to be planted shall meet the specifications of the American Association of Nurseryman. 2. The planting of trees shall be done in accordance with the Standarized landscape specifications jointly adopted by the Virginia Nurserymen's Association, the Virginia Society of Landscape Designers, and the Virginia Chapter of the American Society of Landscape Architects. 3. Planting and maintenance of materials should follow the guidelines outlined in the Virginia Erosion and Sediment Control. 4. Provide solid sod for all green space areas for permanent stabilization. 5. All shrubs to be planted a minimum of 4' from the back edge of curb. C. Plant beds to be provided around all shrub clusters. All plant beds to have a weed detergent barrier installed prior to 2" of shredded hardwood mulch. Seeding Note: Contractor shall seed or mulch all denuded or disturbed areas in accordance with Virginia Erosion and Sediment Control Regulations Standards MS-1, MS-2 & MS-3. SINGLE FIXTURE LIGHT FIXTURE LINCOLN 1-400W. METAL HALIDE -1XTURE DOUBLE FIXTURE TRIPLE FIXTURE TYPICAL LIGHT FIXTURE ARRANGEMENTS NOT TO SCALE FOOTING NG DETAIL TOTE: SEE SITE PLAN FOR PROPOSED FIXTURE ARRANGEMENTS. LIGHT POLE DETAIL 7—ELEVEN CHESTER ROUTE 50 ® WARD AVENUE ' ENGINEERS BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Project No.: 4653-107 LANDSCAPING AND LIGHTING PLAN Sheet: 4 of 9 PLAN 24" HEAVY TRAFFIC MANHOLE FRAME do COVER, VDOT STD. MH-1 0-RING JOINT (TYP)� MH STEPS (TYP.) VDOT STD. ST-1— PAINT MANHOLE INTERIOR -1 w/ 2 COATS BITUMAsnc \ I PAINT ' 1-1/2" PLUG VALVE --� 1-1/2" FLANGED TEE -- FLOW I N (O NOTE: USING GRADE RINGS, ADJUST FRAME AND COVER TO BE FLUSH IN PAVEMENT SURFACE. MATCH EXISTING GRADE PRECAST CONCRETE VAULT SEWAGE AIR RELEASE VALVE GOLDEN-ANDERSON 929 F OR APPROVED EQUAL INSTALLED PER MANUFACTURER INSTRUCTIONS -1-1/2' x 2" REDUCER WATER TIGHT FLEXIBLE GASKET (TYP.) 1-1/2- F.M. m PROFILE SEWAGE AIR RELEASE VALVE- MANHOLE-- N.T.S. TOR TUGA ?� RESTAURANT z a Co 1 C1 10.82' I_1 EX. Asphalt Commercial Entrance 1 O'R — 0.46' EX. PAVEMENT OVERLY w o<O U n CG-2 PLACEMENT DETAIL SCALE 1 "=15' CONTRACT PURCHASER/DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 o HERNDON, VA 20170 FL PHONE: (703) 481-9885 PAINTED METAL ISLAND FORM ,'-0" d O 4 .I N 1 1/2' FORCE MAIN FROM PUMP NON -SHRINK GROUT 72' DIA. PRECAST CONCRETE MANHOLE 24" ACCESS OPENING GALV. STEEL PLUG VALVE W/ FLANGE CONNECTM 9" OFFSET It MANHOLE 2 LAYERS ROOFING FELT ¢ PIPE MORTAR TO ANGLE PVC PRESSURE SEWER BLOCK PERPENDICULAR SEE PLAN FOR SIZE TO PIPE NON -SHRINK GRWT 8" MIN. GALV. STEEL PLUG VALVE 1 1/2' x 1 1/2" GALV. STEEL TEE W/ W FLANGE CONNECTION FLANGED CONNECTION / PLAN VIEW N.T.S. MANHOLE STEPS _ PROJECT S' MIN. EMBED 3' MIN. (SEE VDOT STD. DET. ST-1) SLAB ON 72' RISER - TO HAVE 24" OPENING AND BE 9' THICK MANHOLE STEPS (SEE VDOT STD. DET. ST 1-1/2' X 1-1/2' TEE — w/ FLANGE N. 0' GALV. STEEL EXTENSI( W/ THREADED PROTECTIVE CAP THREADED CAP- 2 LAYERS ROOFING -� FELT BLOCK TO MANHOLE WALL WITH CONIC. 72' PRECAST — CONC. MANHOLE METAL ISLAND FORM L Vim_ U 0 Itco a Qa d a a L — I I —I I I I —I I II I II 6" THK CONCRETE PAVING W/ #3'S O 18" O.C. BOTH WAYS � N � CA{<1 O C G — 2 0 2'R j, 11.76 , 10R EX. CURB i1. 1 .40' O_ 1>CCNI s fl N 1� st 11 ISLAND BUMPER GUARD NOT TO SCALE FOR GATE STOPS 34't 24' HEAVY TRAFFIC MANHOLE COVER h FRAME (SEE VDOT STD. DIET. MH-1) PROP. GRADE MANHOLE ADJUSTING RINGS AS NEEDED LINE SIZE X 1-1/2" GALV. STEEL TEE w/ THREADED CONN. ' LINE SZE GALV. STEEL NIPPLE -4 ---A LINE SIZE b PLUG VALVE W/FIANGE CONNECTION ro NON -SHRINK GROUT (TYP. ALL PENETRATIONS) ,.: PVC SLEEVE 4' SLEEVE FOR 3" PIPE AND SMALLER v . PVC FORCE MAIN SEWER SEE PLAN FOR SIZE ' LINK SEAL B/W ` LINE PIPE AND SLEEVE COAT EXTERIOR OF PVC PIPE WITH SOLVENT AND DUST WITH SAND PRIOR TO APPLYING GROUT. �.. BRICK PIER (TYP.) —IV MIN, GRAVEL 1 •. KVJ X Q N ,- 1:12 MA 6' 4' 6' NOTES: ALL CONCRETE TO BE CLASS A-3. RAMP SURFACE SHALL BE CONSTRUCTED WITH A NON SKID FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. HANDICAP RAMP DETAIL 0 ISHE ADE EX ISLAND BUMPE GUARD (TYP.) TYP. SIDE VIEW X 0 cr a a EL.- 803.59 ALARM EL_= 809.92 ON EL- 802.59 OFF 2 3' Is" DUMPSTER ENCLOSURE DETAIL NOT TO SCALE DRW BY: MAH e� NLTH, O No. Date CHK BY: ATN;�'' �L. 0 APP BY: REH /ZL� DATE: 2/98 ti " T 't�'y y Ch SCALE: Ig ; AS NOTED` 1 14" FINISHED GRADE SHOULD BE BETWEEN 1' AND 4" BELOW BOTTOM EDGE OF LID AS SHOWN ELECTRICAL QUICK DISCONNECT 1-1/2' PVC SDR-21 PRESSURE SEWER DISCHARGE, INV.- 804.75 4' INLET PVC SDR-35 GRAVITY SERVICE LINE INV.- 804.00 31 In. 40 in. TO INLET TO DISCHARGE BOTTOM ELEV.- 801.42 40 in NOTES: 1) DIMENSIONS SHOWN APPLY ONLY TO ENVIRONMENT ONE MODEL 2014 (DUPLEX) GRINDER PUMP, 2) DUPLEY GRINDER PUMP TO BE INSTALLED IN VDOT MH STD. No. MH-1 (5'-0' DIAM PRECAST MH) 3) CONCRETE TO BE PLACED AROUND GRINDER PUMP CASING TO DEPTH OF 26' 4) ACCESS TO MH TO BE HAWDAY PRODUCTS, SERIES H2C ACCESS DOOR OR EQUAL PER H2O TRAFFIC LOADING (MODEL No. H2C4848) 5) CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION PER MANUFACTURERS SPECIFICATIONS. GRINDER PUMP N.T.S. MPD ISLAND FORM PLAN N.T.S. GENERAL NOTES 1. FRONT GATE AND FRONT CORNER POST TO BE 6' SCHEDULE 40 STEEL PIPE, PAINTED DARK BRONZE. 2. ALL OTHER FENCE POST TO BE 4' SCHEDULE 40 STEEL PIPE. PAINTED DARK BRONZE. 3. GATES ARE TO BE WELDED 1 1/2' SQUARE STEEL SCHEDULE 40, PAINTED DARK BRONZE. 4. ALL STEEL MUST BE PAINTED WITH 1 COAT OF EPDXY PRIMER AND 2 COATS OF ALL WEATHER SURFACE PAINT, DARK BRONZE COLOR. 5. FENCE HEIGHT TO BE 8'. 6. 1" x 6' BOARD ON BOARD CONSTRUCTION ON 3 - 2' x 6" PER WALL 7. USE ONLY RING SHANK OR SCREW SHANK GALVANIZED. B. USE ONLY PRESSURE TREATED LUMBER. 9. GATES TO HAVE HASP TYPE LATCHES WITH TWIST LATCH, STANLEY 4 1/2" LATCHING HASP, #75•-5211 OR EQUAL 10. ALL CORNER AND SIDE POSTS TO BE SET IN CONCRETE 3' IN GROUND WITH 18" DIAMETER CONCRETE FOOTINGS. 11, GATE POST TO BE FILLED WITH CONCRETE AND FENCE POST TO BE CAPPED. TOP OF POST TO BE FLUSH WITH TOP OF FENCE. 12. GATE TO CART STORAGE AREA MUST BE SAME TYPE CONSTRUCTION AS SHOWN ON THIS DRAWING. SEE SITE PLAN FOR ADDITIONAL PLAN VIEW DIMENSIONS. — 2" BIT. CONC. SURFACE COURSE —4" BIT. CONC. BASE COURSE \\\'� \ \\�\ \A10 \\\`�\\\Y'5__ 6" COMPACTED GRADED AGGREGATE SUB —BASE COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL BITUMINOUS PAVEMENT SECTION FOR PARKING LOTS 6" CONC. © 4000 PSI - 6" COMPACTED GRADED AGGREGATE SUB —BASE \\\\G - COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL 6" PLAIN CONCRETE PAVEMENT SECTION FOR PARKING LOTS 8" CONC. @ 4000 PSI WITH #3 REBAR,© 12" O.C. (BOTH DIRECTIONS) 11 PROVIDE 5 CHAIRS, @ 3' O.C. (BOTH DIRECTIONS) 6" COMPACTED GRADED AGGREGATE SUB —BASE \A1(_1AA10 COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL 8" CONCRETE PAVEMENT SECTION FOR TANK PADS 6" CONC. @ 4000 PSI WITH #3 REBAR,@ 18" O.C. (BOTH DIRECTIONS) PROVIDE 3 CHAIRS, 0 3' O.C. (BOTH DIRECTIONS) 6" COMPACTED GRADED AGGREGATE SUB —BASE \Y,-,-)\\ \\\`C \X__\A10 \\\� \AVI-01`0 COMPACTED SUBGRADE (95% MAX DENSITY, AASHTO T99) TYPICAL 6" CONCRETE PAVEMENT SECTION AROUND PUMP ISLANDS BUILDING WALL/FOUNDATION 4" CONC. @ 4000 PSI ISOLATION 4" COMPACTED GRADED JOINT AGGREGATE SUB -BASE PROP. PAVEMENT 2% MIN. A A < 4 2" CHAMFER — SUB -BASE V COMPACTED SUB -GRADE SEE ARCHITECTURAL PLANS FOR CONNECTION DETAILS AT BUILDING TYPICAL SIDEWALK AT BUILDING DETAIL (N.T.S.) Revision Description Rev.By 7-ELEVEN CHESTER ROUTE 50 @ WARD AVENUE 'ENGINEERS BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Project No.: 4653-107 DETAILS Sheet: 5OF 9 3-Le 1�6 81000 3 cpv. _ o u7 i O 808 �I 798 Cam! 0 00 � I I I � 1 i PROR NV✓GRADE EX. GROUND i 13 LF- 15 , � 111 � 1.499 STORM PIP DRAIN SWM / E SCHEDULE LENGTH 15" RCP, CL. III 173' 24" RCP, CL. IV 180' 30" RCP, CL. IV 120 36" RCP, CL. IV 182' 18" RCP, CL IV 75' g" PVC SDR 35 225' CONTRACT PURCHASER /DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER < CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 a PHONE: (703) 481-9885 :e; :M :6� 796 I d I 810 i 808 802 800 CULVERT PROFILE SCALE: 1 "=20' HORIZ. 1 "= 2' VERT. : H HIM STORM DRAIN PROFILE I A( ; 00ChAR0 _ f ri SCALE: 1"=20' HORIZ.>rr _ 1 "= 2' VERT. -- y 2 , r y . . Culvert "B►? 241, RCP alum ? � � --`'�� •� _ - 32B 5>;q ;'Se ,� � -- x kl i/e;ie i8t 3It !It 3R ii! � `'•••�-•�._.-_810 •"• ✓ ..� O � ' � f < w „ '' � 810 I;L�4� 5 - � f _ _ _ Ala - I _ O _. (- _ I MH 1 ��' 1, it- 'dt8'dlatta/3F8386ita ( ut �t - p p ( i W_ I 1 ' /// x873/ it ( �. i ;'' ` j•� // ---- mt'�t� - it 00 Li - Now -� - 0 0 . 808 sob M 00 00 ' 1 - o 111, 00 CL i ),* ��► ,' ;fir .I -- r L � r �r ,1 '� 806 � 806 w..... M_ M w .. .: ......:.. 1 �� 0: -�Parking ar e0 " PROP. GLADE `� f f '���. f ` ��;. "'j 1.6 A�. g25 �7 t •• ,� _ -0 ob Q �► , DA E" t. / J _ 15 LF 15" RCP. .._M.:.......:.. 04 804 CL III @ 2.00% 4 i t 1 f 36R5P 802 802 1 s I i p I i cV p ?r Op0 _ d- 2 1 t 1 CAI O hj rJ p (z; co p i 00 00 00 `J i z z > z > z d Co N In LO O CO ` + + + + STORM DRAIN PROFILE SCALE: 1 "=20' HORIZ. 1 "= 2' VFR T_ STRUCTURE SCHEDULE h12. TYPE AND STANDARD INVERT IN INVERT' OUT TOP ELEV 1-1 VDOT STD. 4' DIA. BASE W/DI-7 TOP, GRATE 'B' 800.96 800.76 805.70 1-2 CURB INLET BOX DI-3B, 6' THROAT, VDOT STD. 104.09 802.20 802.10 806.20 1-3 CURB INLET BOX MOD. DI-40, 8' THROAT, VDOT STD. 104.18 SEE DETAIL SHT. 9 of 9 801.80/800.51 800.41 806.10 1-4 CURB INLET BOX DI-28, 8' THROAT, VDOT STD. 104.03 802.56 801.85 805.30 1-5 CURB INLET BOX MOD. DI-26, 8' THROAT, VDOT STD. 104.03 (SEE DETAIL SHT. 9 of 9) --- 801.41 804.40 1-6 DITCH DROP INLET DI-7, VDOT STD. 104.22 --- 804.20 807.20 MH1 JUNCTION BOX JB-1, VDOT STD. 106.10 SEE NOTE 3 801.75 801.38 79 .68 799.58 805.07 ES-1 END SECTION, ES-1, VDOT STD. 102.01 803.00 --- 805.50 ES-2 END SECTION ES-1 VDOT STD. 102.01 --- 798.84 00.84 ES-3 END SECTION, ES-1, VDOT STD. 102.01 797.8 --- 800.3 -4 END SECTION ES-1 VDOT STD. 102.01 --- 797.4 799.9 EW-1 EW-11A, VDOT STD. 101.30 803.00 --- 804.17 EW-2 EW-11A VDOT STD. 101.30 --- 802.45 803.62 NOTES: 1. ALL STORM DRAIN STRUCTURES SHALL BE CONSTRUCTED OF CONCRETE; NO BRICK STRUCTURES ALLOWED. 2. ALL STRUCTURE INVERTS SHALL BE SHAPED IN ACCORDANCE WITH VDOT STANDARD IS-1t106.08). 3. SIZE OF JUNCTION BOX SHALL ACCOMMODATE ALL PIPES SHOWN. PROVIDE "KNOCK -OUT PANEL ON EAST WALL OF STRUCTURE FOR FUTURE 36' RCP, INV. 799.36. s EX. GROUND+- f - r - 21', LF 15 T'. o RCMP CL' III RCP CL III _ - „,., aj ,.. A, 1 .. x z 0 o a_ .wI,.. 00 U 0O 001 00 U ; II il. z I C i 00 zl 00, (M Co Co 0)I II 0) °' 00 t M �{ z p 00 FL� o z' z Z z 1 ,z 1 4I (V w n Ir 59 Jr 0 ♦ DRAINAGE AREA MAP ES3 ,.w. I SCALE: 1 "= 200' STORM DRAIN PROFILE SCALE: 1 =20 HORIZ. 1 "=2' VERT. DRw BY: KAK',...T CHK BY: ATN APP BY: REH DATE: 4/98 � •r AV No. 30 SCALE: AS NOTED EX. GROUND E 4 802 € I Storm Sewer Design Computations i Project: 7-Eleven Route 50 Job No. 4653-107 i F County: Frederick County, Virginia Sheet No. 1 of 1 PROP. GRADE Location: Route 50 @ Ward Avenue Prepared by: KAK 800 _ :_,...... ._.: „ . „ . �_� .:�.._��..„ m w„._ , ,,_, „..,.._ „„__ ..�._�.._„ , . _..,. _.._ i „ .„ _.� �. Date: 7/2/98 80F 24" RCP CL IV i 0. 507. 798 I i i 0) } zr` i z� 796 STORM DRAIN PROFILE SCALE: 1"=20' HORIZ. 1 "=2' VERT. From Point To Point Drainage Area Acres Runoff Coeff. C CA Inlet Time Min Rainfall Intensity In./hr. Runoff Q cfs Invert Elevations Length ft. Slope ft./ft. Dia. In. Capacity cfs Velocity fps Flow Time Sec Incre. ACCum. Up er end Lower end ES-1 1-1 16.00 0.35 5.600 5.600 10 5.5 30.80 803.00 800.96 120 0.0170 301 53.59 10.92 10.99 1-1 1-3 8.00 0.35 2.800 8.400 10 5.51 46.20 800.76 800.51 52 0.0048 361 46.34 6.56 7.93 1-6 1-2 0,65 0.30 0.195 0.195 10 5.5 1.07 804.20 802.20 134 0.0149 15 7.91 6.45 20.79 1-2 1-3 0.06 0.90 0.054 0.249 10 5.5 1.37 802.10 801.80 15 0.0200 15 9.15 7.46 2.01 1-3 MH1 0.47 0.81 0.381 9.030 10 5.5 49.66 800.41 799.68 130 0.0056 36 50.09 7.09 18.34 I4 MH1 0.44 0.82 0.361 0.361 10 5.5 1.98 801.85 801.75 21 0.0048 15 4.47 3.64 5.77 1-5 MH1 0.10 0.90 1 0.090 1 0.090 101 5.5 0.50 1 801.41 801.38 3 0.0100 15 6.47 5.28 0.57 MH1 ES2 0.00 0.00 1 0.000 1 9.481 101 5.5 52.14 799.58 798.84 100 0.0074 24 19.50 6.21 16.10 No. Date Revision Description Rev.B o y 7-ELEVEN ROUTE 50 @ WARD AVENUE BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA STORM DRAIN PROFILES AND COMPUTATIONS CHESTER ENGINEERS Project No.: 4653-107 Sheet: 6 OF 9 � Y, rn V 0 0 p r. co a' e 800 1 Q z 790 O O 'u + N z Z II �� <D CO 0 II II c -'JI0K: c CDcn Cn0 OD O= C"' z o 04 �0 0 n 0 z z m C� O Z PROPOSED GRADE NOTE: 1-1/2" & 3" PVC PIPE FOR FORCE MAIN IS TO BE SDR 21 - _ EXISTING GRADE 36" MIN. COVER ELEVATIONS IN BOXES ARE INVERTS FOR THE PROPOSED FORCE MAIN (f.5'). ARV 1 BACKFILL WITH 21-A PAVEMENT REPLACEMENT OPEN CUT CROSSING PVC FORCE MAIN � W w 1�1I2" W FORCE MAIN PROFILE SCALE : HORIZ. 1 "=30' VERT, 1 "=3' Q � w w > w Q (f) I` + t` SEWER STREAM CROSSING (SEE DETAIL THIS SHT.) O� + LL 000 L1J o0 z U LIJ L J G V J I I , I 36" MIN. COVE Q, Q F 0)0 o o In o In o o In o o c+o w o rn o 0 0 CO 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 + 5' WIDE PARABOLIC SWALE WITH o PROPOSED LEFT TURN LANE AND MEDIAN RECONSTRUCTION 4:1 SIDE SLOPES ( SEE SITE PLAN, SHEET 2 :......... 801800 799 O LF 24" RCP ®0.5 PROP. 7S ` - �- = _ -- 0 u 1$■ e04 • .73z ao4 Z 799 I tJ 1 800 B01 g7.8 97.4 co REPLACE PAVEMENT CULVERT INLET PROTECTION (OPEN CUT CROSSING) REQUIRED SEE DETAIL 100' TURN LANE THIS SHEET '{)' � - _- m-_------- --- - - J- - --- -- -- ------ -- - -___ _ 120 --- RCP1 7 MAINTAIN PARKING - _ -- - - - _ — - - _ — - - -- ~`=— - ---- ---------- �- ,} 00 z ODRAINAGOP T SURFACES — --- _ E o- p U OS i- 00 E �_ _ — _ — _ t, f 8f --_- -- - - _ a C 0. _ RCP -- V'� Cab er ir.1e . _ O o i % S0x � _..p8gp. 13o LF 3s � I Q _ VA W x• j } - �.. ..... 45 H 4 VALVE _ __ 1-1 f 2 PV FORCE MAIN .sox -- �---N 1-1 /2"-45' HB �--_-------------- — _ _ AIR RELEASE _ _ _ STA. 7+ 7 p h 4 ��o it ,� REPLACE PAVEMENT 45' HB (OPEN CUT CROSSING) I N/F SEE DETAIL THIS SHEET I ANDERSON BITUMINOUS ROADWAY I ( 0 _ L[') d ° i wlE�nH _— FARMERS LIVESTOCK EXCHANGE j -� i 60' BRL __- a ; / _ PLLIS 2 - - "' 3" FORCE MAIN LAID IN SAME TRENCH + L--L- o c r `` I 7 u TO START AT STA. 6+19 Ix MAINTAIN 9" CENTER TO CENTEf I w 3" 00 MAINTAIN EARANCE FORCE MAIN. TWEEN 1-1/2" A D BITUMINOUS BITUMINOUS SURFACE COURSE BASE COURSE I J d I AS NOTED BELOW 12� AS NOTED BELOW T g 41 TRENCH uIN I _L U I ® - WIDTH _L en PLUS U _ o MADTH of DISTRESSED/ / LL ACTED - AREA 18" RIP RAP dr -12-) TO EXTEND UP CHANNEL COMP CRUSHER RUN OR MILLED MATERIAL --- • ,-� !!'., !tr " num WITH SIDE SLOPES TWO FEET REMAINDER OF CHANNEL ' < U C) h W lu,. \ _. •... ! _ � N -- MILLED MATERIAL SIDE SLOPES TO BE STABILIZED WITH EROSION C) a f U...,�.\ ADDITIONAL 2 +tea CUTTING CONTROL MATTING. NEW ASPHALT PAVEMENT Qj j `„�i f BSI �r j (7j ASD ECEssARr EX_ STREAM CHANNEL — (,•r y FIRM SUPPORTED SUBGRADE t O U 11 i 0' Q EARTH UNDISTURBED 2' MIN. �., ;rcH;{. �: — ASPHALT PAVEMENT OVERLAY L7 N THE TOP 1 FOOT - 0 INCHES OF THE TRENCH BELOW PAVEMENT SUBGRADE SHALL BACKFILL: 64' ! �j BE BACKFILLED WITH COMPACTED CRUSHER RUN OR MILLED MATERIAL BITUMINOUS COMPACT 0. �' ' 0.64' Ci) L)7 C �'. — CONCRETE SURFACE (SN) SHALL BE PLACED TO A DEPTH EQUAL TO THE EXISTING TO 95% OF MAXIMUM . r lY lv SURFACE OR 2 INCHES MINIMUM, WITH OVERLAY OPERATION. BITUMINOUS DRY DENSITY (ASTM D698)21 VJ CONCRETE BASE BC, Bt, BF) SHALL BE PLACED TO A DEPTH EQUAL TO THE a /� ( FOR O 13. ` ; , ..:'y��. _ / Poee,,Zr p r EXISTING PAVEMENT OR 4 INCHES MINIMUM, WHICHEVER IS GREATER. 1-1/2" PVC FORCE MAIN 1 (SEE S H T , 2 O r 9 f 0 I \ PAVEMENT DETAIL) W 3000 PSI CONCRETE \ l° d 2 MIN. 3 _ �d ! �� GRAPHIC SCALE O / a a 30 0 15 30 60 120 f a 2 MIN . 3" PVC FORCE MAIN PAVEMENT PATCH ( IN FEET ) r / ,i � • FOR FUTURE USE __ 01B 1 STREAM FOR/� �� ANO 1 inch 30 it� 1 TRA No ERi CONK cn VA�►E DETAIL GRINpF �RMIN,gE - 12Of9�ON N.T.S. CROSSING DETAIL o a& Jq1 PUMP ONNE67 F USHING �J N.T.S. CONTRACT PURCHASERZDEVELOPER DRw BY: MAH �,'� " r rJA-� No. Date Revision Description Rev.By THE SOUTHLAND CORPORATION CHK BY: RJH ® ,�� o 7-ELEVEN CHESTER 5300 SHAWNEE ROAD APP BY: REH. ALEXANDRIA, VA 22312 I�'N. r ROUTE 50 ® WARD AVENUE ENGINEERS PHONE: 703 658-8567 DATE. 6/98 --- ( ) ® BACK CREEK MAGISTERIAL DISTRICT ENGINEER scA�E: gg FREDERICK COUNTY, VIRGINIA Project No.: 4653-107 CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 AS NOTED �s,f SS FORCE MAIN PLAN / PROFILE HERNDONPHONE: , VA 017 9885 �a... AND PUBLIC ROAD IMPROVEMENTS Sheet: 7 OF 9 s E 0 V O j 1 M a u m I, 1 I. 00 P I. 820 O L0 pT 00 O LiJ .J f— (n U F- W WL SQ L ( V 10 8 EXISTING GRADE NOTE: 1-1 /2" & 3" PVC PIPE FOR FORCE MAIN IS TO BE SDR 21 ARV 36" MIN. COVER PVC FARCE Mp,iN 800 w V) 50 If 6" SWCC, .25" Thk w JACK & BORED ROAD J CROSSING BY VDOT Ir METHODS. CONTRACTOR 0-1 MUST OBTAIN VDOT APPROVAL. (EACH FORCE MAIN T( HAVE SEPARATE CASII PIPE.) 9+00 Q Ckf W w 3 1 (wi) > 00 O � O O � O ' O� t� 00 00 10+00 11 +00 TRENCH EXISTING GROUND rtAPPROVED BACKFILL,^[' ;-,-COMPACTED TO 95%'."r'• COMPACTION='•'`':;t '::.' ? 12" INITIAL BACKFILL SEE VDOT SECTION 520.03 VDOT SPECS STARTING AT STA. 6+19 FUTURE 3" FORCE MAIN PROPOSED 1-1/2" TO BE LAID IN TRENCH FORCE MAIN WITH 1-1/2" FORCE MAIN MAINTAIN 9' C.C. SEPARATION - 6" MIN. 6" MIN. MIN. -- AGGREGATE #57 BEDDING PLACED PER VDOT STD 1401.01 TYPICAL TRENCH DETAIL ELEVATIONS IN BOXES ARE INVERTS FOR THE PROPOSED FORCE MAIN (f.5'). 501f - 6" SWCC .25"Thk JACK & BORED \' ROAD CROSSING BY VDOT METHODS \ CONTRACTOR MUST OBTAIN VDOT APPROVAL (EACH FORCE MAIN TO HAVE SEPARATE CASING PIPE.) SEWE (SEE -H Ln O �t N 00 00 _R STREAM CROSSING DETAIL SHT. 7 of 9) 0 0 00 0 CO u - I ' - i \ I+ BACKFILL WITH 21-A PAVEMENT REPLACEMENT OPEN CUT CROSSING 1-1/2" x 4" REDUCER 4" x 8" REDUCER FM INV=806.2 PROVIDE 8" OUTSIDE DROP CONNECTION, CONNECT FORCE MAIN W/ REDUCER. O 00 NOTE: 11 3" FM SHALL BE CAPPED AT STA. 18+30t, ,. � p , (THE 3" FORCE MAIN CONNECTION TO CITY OF WINCHESTER Z SANITARY SEWER SYSTEM IS NOT AUTHORIZED X AT THIS TIME.) w ' II II z z (0 Ln O O O Ln O O O N O O O O O O O O O O O O O O O O 00 00 00 00 co 00 00 00 ao r` ao 00 ao 00 12+00 13+00 FORCE MAIN PROFILE SCALE : HORIZ. 1 "=30' VERT. 1 "=3' N.T.S. 45' HB US 50 EASTBOUND BANES 1 1 +00 12+00 13+00 s" ' - - --- 1-1/2" & :3" PVC FORCE MAIN Signal Ligh t P e �,--„ - Concrete Ditch Sign Guy Wire '--Conc. Pod , w/ Control Box 9+00 �.x -1OX t� ma's t ." eft.-`y ._ µ ... Bridge Abuttment i Nei e TWO (ON EACN) JACK & BORE ROAD CROSSINGS AIR RELEASE VALVE STA. 9+26 CONTRACT PURCHASER/DEVELOPER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD ALEXANDRIA, VA 22312 PHONE: (703) 658-8567 ENGINEER CHESTER ENGINEERS 620 HERNDON PKWY, SUITE 200 HERNDON, VA 20170 PHONE: (703) 481-9885 14+00 15+00 16+00 17+00 18+00 3" FUTURE FORCE MAIN 45' HB 45" HB 7 AIR RELEASE 45• HB VALVE VAULT 45• HB �I 1-1 /2" FORCE MAIN 3" FM ROUTING @ AIR RELEASE VALVE N.T.S. - _ __ - — REPLACE PAVEMENT OPEN CUT CROSSING Fs �cl,MAr�K D AIL SHT 7 OF N E EDGE OF TRAVEL LANES Signaf S;gn Light Pole -- - - - 14+00 15+00 T 0 (ONE EACH-) Sin � Conc. Pod 17+00 w rn w.v. & BOy� g 45" HB CK w/ Control Panel , f�OAD INGS 45 H6 1-1 /2" & 3" PVC FORCE MAIN 18 00 ,,,�,�+ w v. F - - - - - CRO Jl 3SC Romp 1 Sign. Concrete Sidewalk - - _ ,- - --. ,...--•,.-..-- -�------- zee•-: , — `'';fin ...- _ Sign Guy fre -- - -- - - �t-_ _ _. -� Rim�✓� — ---- Heodwc7iee)-- - - - / - - -- ----. h- e03.87 0/l, Power, 1ele.. zo' 00 ......-. �� Tv. cable H.C. Rom Tron 45' H8 Q, Inv.=SO1J5 4}. AIR RELEASE VALVE N/F A, 13+63 QY McDONALD S CORP. ST " OFFSET FROM END II �' MIN. 10 OF CULVERT w Q GRAPHIC SCALE N 30 0 16 30 60 120 r, w ( IN FEET ) Q 1 inch = 30 ft. DRW BY: MAH 'fit. No. Date Revision Description Rev. By CHK BY: RJH J�4� 0 7-ELEVEN CHESTER APP BY: REH � ' ENGINEERS ;. ROUTE 50 @ WARD AVENUE DATE: 6/98 ;`t -, rr A Vr..' BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA scA�F: \ � Project No.: 4653-107 AS NOTED ZL SS FORCE MAIN Ada PLAN AND PROFILE Sheet: 8 of 9 SAFETY FENCE SODDING Io IT a CONSTRUCTIONSTONE -. • • 6" MIN. A PAVEMENT FILTER •MOUNTABLE SIDE • •• • EXISTING '• • WASHRACK/� • • 11=Is• % • ��.•- • • War L • �� (IIIIIIIII HMI• • . •., •. EXISTING PAVEMENT VDOT #1 COURSE• POSITIVE DRAINAGE SEDIMENT 0' MIN. EXTENDMUST FULL WIDTHDEVICE OF PLAN VIEW OPERATION _3" MIN, CLOTHFILTER REINFORC . CONCRET DRAIN SPACF SECTION i i ■ BLOCK &GRAVEL CURB INLET SEDIMENT FILTER CURB INLET (D _ram .1� 1� WIRE SCREEN _ CONCRETE BLOCK GRAVEL FILTER �--� RUNOFF WATER WITH OVERFLOW SEDIMENT FILTERED WATER • e III — m ILLIIllI � + a SEDIMENT III CURB INLET WIRE SCREEN 2" X 4" WOOD STUD SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC PLATE. 3.1 -1 SILT FENCE CULVERT INLET PROTECTION ENOIlAIL TOE OF FILL CIKVERr -- - __T___1 Ji TOE OF MU. s&T FE)ICE OWA 4M IS •r YI•MUY F FL M IS TONMRD EIElI KmefF fLDI• OPTIONAL STONE COMBINATION SWOT i3, �337. /b. /3e OR 157 ODMRSE AOOREtUTE TO RACE 9LT PE}� IN W RSESHOE • WHEN MOH VELOCl1Y OF FLOW 15 001ECIEO SOURCE ADAPTED hem V40T 31, 1- SA••I• and V•, DW PLATE. 3M-1 LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT �A r nwrei LEAVE SPACES AND DO NOT .rl .wn� nr r OVERLAP. A SHARPENED MASON'S TROWEL IS A HANDY TOOL FOR TUCKING nN r m, DOWN THE ENDS AND nJ r nwn TRIMMING PIECES. BUTTING -- ANGLED ENDS INCORRECT CAUSED BY THE AUTO- MATIC SOD CUTTER MUST mu BE MATCHED CORRECTLY. CORRECT ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL. SOURCE: VA. DSWC . tflt�t�•`�iciti�iii•��`ii'ti2Y Oct WATER TO A DEPTH MOW WHEN THE SOD IS OF 4' AS NEEDED. ESTABLISHED - IN WATER WELL AS SOON 2-3 WEEKS, SET THE AS THE SOD IS LAID. MOWER HIGH (2--3'), APPEARANCE OF GOOD SOD SHQQ OR GRASS BLADES, GRASS SHOULD BE GREEN AHD HEALTHY, MOWED AT A 2--3- CUTTING HEIGHT. THATCH - GRASS CLIPPINGS AND DEAD LEAVES, UP TO 1/2- THICK. ROOT ZONE - SOIL. AND ROOTS. SHOULD BE 1/2--3/4- THICK, WITH DENSE ROOT MAT FOR STRENGTH. PLATE: 3.33-1 6'-0" FOR 1-2 10'-0" FOR 1-4 8'-0" FOR 1-3 (SUMP INLET) PLAN 00 0 I .• - 5/8" x 4" DOWEL HOLES 12" C. TO C. (TYP.) I 0. �1 \� ALT. NOSIE / / #5 BARS © 6" C. TO C. VDOT STD. IC-2 \00 h A 1_ �A 0 1• 00 Li F- O Z LIJ W 1n tz � d Do d 5 4 . r.' b ##4 @ 6" C. TO C. r KUN I LLLVAI IUN Z)U; I IUIV NOTES: 1) 4000 PSI CONCRETE. 2) GRADE 60 STEEL. 3) REFER TO CONTRACT DOCUMENTS FOR PIPE SIZE AND LOCATIONS. 4) PIPE OPENINGS TO BE 4"-8" LARGER THAN PIPE O.D. 5) REFER TO STANDARD VDOT DETAILS DI-3 FOR ADDITIONAL INFORMATION. 6) NON -TRAFFIC LOADING ONLY. 7) STEPS TO COMPLY WITH VDOT STD. ST-1. 8) SEE STRUCTURE SCHEDULE, SHEET 6 OF 9. MODIFIED CURB INLET BOX DETAILS (NOT TO SCALE) OWNER/DEVELOPER DRW BY: MAH� C '.� No. Date Revision Description Rev.By CHK BY: ATN �¢ t 7-ELEVEN CHESTER THE SOUTHLAND CORPORATION 5300 SHAWNEE ROAD APP BY: REH 3 tz, ROUTE 50 ® WARD AVENUE ALEXANDRIA VA 22312 ENGINEERS PHONE: (703) 658-8567 DATE: 4/98 BACK CREEK MAGISTERIAL DISTRICT ENGINEER FREDERICK COUNTY, VIRGINIA CHESTER ENGINEERS SCALE: � , ��" Project No.: 4653-107 N.T.S. AND SEDIMENT CONTROL GAITHERSBURG,DMD� ANUE 20878 ,'p'�r 1 .� • 8 EROSION PHONE: (301) 840-1030 DETAILS Sheet: 9 OF 9