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HomeMy WebLinkAbout10-07 Quarles Energy Service Office Building - Stonewall - Backfile (2)m o I , NORTHWESTERN cn L -----� r------------------------------------L WORKSHOP ---_ 1 m a I TM 54-A-81D 12" HDPE -0 MZONE: M-1 WINCHESTER WAREHOUSING OUTLET PIPE cm Ln 1 + I USE: MANUFACTURING TM 54-A-73 0� INV = 14.20 co I SP: 15-01 <- EXISR. FIRE HYDRANT SP: 008-81 \/ \` 2° PVC CONNECTION TO I USE WAREHOUSE EXISTING SANITARY FORCE MAIN - - ------ ------ (SEE - - - -- - - - -- - -- - - -- - i 1 DETAIL SHT 2) _ -- -- �{} /9 ENTRANCE SHALL � XISTING 1 EX. 8" W/M % _ __--- _ -_--. _ __ ____ _ -_-'- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - o ---- ------------------------- PROVIDE ----------------- _ - BE CLOSED & SMITHFIELD AVENUE - VA RTE 784 > LIMITS OF DISTURBANCE 2.5' R/W DEDICATION TO PROVIDE FENCE INSTALLED (NO POSTED ,SPEED LIMIT - 25 MPH ON SMITHFIELD AVE) CC-12 RAMP o o (AREA = 34,240 SF) HALF OF REQUESTED 50' R/W z ACROSS--OP-ENIN_G - 2 SANITARY FORCE MAIN J 20 FLOW LINE (SEE SHT 3 p� p°` J - z " -- �19.7 C �,� 'e�-----�f7 X -- .ter"' N ¢ 0 0 0 5/8" WATER METER,5', X19.6 -X - - 6 �- ---��uj 20 r N r_ �6� p. ° S 41-38 W 370.0 = o �� / --- - -- -- ----------------- ° ° L Z- - - -- - _ ° ° o CG_ 12 RAMP - -:: TYPE B EX. GRAVEL A PfOPOSD10 150' OF 6' HIGH BOARD ON BOARD SCREEN FENCE _ ' N WET TAP EXISTING q R >9 IA > 040, " O 9 4'Wx6 H !SIGN SEE DETAIL ON SHEET 2 ' ` WATER MAIN BY o `� S, 30' x30" STOP SIGN ( ) '" z S 41-38 W FREDERICK COUNTY 10 xP8® d✓ N � 1 (7 FT HIGH 14.9' SANITATION AUTHORITY L 4��G'� c� ) > E 5 �, _ QUARLES PETROLEUM, INC. 9S 1� ONy V1NX� r �� ��,04 6 ' 24% 180" WHITE THERMO O FL ��. GG' TM 54-A-79 p PLASTIC STOP LINE ZONE: M-2 g - pp g' Xt -1-8' ,I IDO '�o O `� . 1 �� W ;� , O ` h L o~ USE67 PROPANE STORAGE DI-1 CURB INLET w > ( w cn i\S i 10' x 18' - F 36" LONG ! r, c 1 W w AREA: 88;207..SF �P, ---- INV = 15.20 �.� 96 (2.0249 AC = �> v - CG-6R S P �`� ! w Rio \, cn TC 18.50 x EX. 6' BOARD 7 `' �' ' ON BOARD FENCE o f 5� "RAMP Qo w 75' FRONT YARD ' +- L-2.._.. ���o w �' TM 54-A-74 2806 SF _ - " w Of QUARLES PETROLEUM INC. o vCD 779 SMITHFIELD AVENUE I CONSTRUCTION TYPE: 56 o ti /�' UDSBE: 676 FUELG 227 ORAGE & EL 1 USE GROUP: B (OFFICE) �,� Q6 ! o HT = 22' P HANDLING SINGLE STORY �� N ZONE: M1 I o ( o OO ' wa FF = 20.50 " c EX 12' x 36' CONCRETE PAD - - - - - - - - - - - - - - - - N d- w 25.4 I 10'x10' CONCRETE DUMPSTER f Z PAD ENCLOSED BY BOARD ON ! z a �o BOARD SCREEN FENCE EXIST. LOAD SPACE �1c � "' ' � OUTLET STRU - - - __ SEE DETAIL o z `'--------- �- '�ESTST-3iTU00 �ACLOI�I-'i -1 DIA PROPANE AST 18 19 >9�� i EXIST. POLE---- r--- - .� WINCHESTER COLD STORAGE 17 BLDG y 01ST.30,000 GALLOIi- TM (( )) �� ZONES M Al 4 -4 ( X X> FF=21.5-L A 1 \ > y 23'H CXD INSTR # 5223 YEAR 2003 DSO 12 PPE W M - USE: VACANT _ �0 ORM o X c� ---J EXIST. 30,000 GALLON Sj > 1.0 STORM WATER �°' i w 12'_ PROPANE AST X �� MANAGEMENT POND i EXIST. SHED CD�1ho > -- u EMERGENCY 1�5 SPILL WAY f4 Q� X (GFA=160 / 15W EXIST. CANOPY X �� 'H) 17 o �`O; .�c" A"� 1R (12'x19') SITE NARRATIVE 1 ROUGH GRADE SITE FOR PROPOSED SWM FACILITY, BUILDING AND PARKING LOT 2 CONSTRUCT PROPOSED 2806 SF OFFICE, PARKING LOT AND STORM WATER MANAGEMENT FACILITY 3 SEED AND MULCH DISTURBED AREAS NOT COVERED BY BUILDING OR PAVEMENT �L�W SN�� 1 SET STAKES W E 0 i S`c t� 2 EXCAVATE 4"x4" TRENCH UPSLOPE ALONG STAKE LINE [--- `�_,\ 5��� 3 STAPLE FILTER FABRIC TO STAKES AND EXTEND IT INTO TRENCH 5 CONSTRUCTION OF A SILT FENCE SF1 i WITHOUT WIRE SUPPORT REFERENCE VESCH PLATE 3.05-2 SITE & GRADING PLAN SCALE: 1 " = 30' SPOT SHOTS ALONG PARKING LOT CURB & GUTTER INDICATE FLOW LINE FINISH GRADE le X -166 X . __. 1 re/ 11AV 5' CONCRETE SIDEWALK TRAVEL SLOPE �Q .. O GRADING DETAILS FOR ADA ACCESS TO BUILDING ENTRANCE SCALE: 1 " = 10' EROSION AND SEDIMENT CONTROL NOTES 1 ALL VEGETATION AND STRUCTURAL EROSION & SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIVICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2 THE CONTRACTOR WILL OBTAIN A LAND DISTURBANCE PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY WORK. 3 THE CONTRACTOR WILL CONTACT THE PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 4 THE CONTRACTOR WILL INSTALL THE CONSTRUCTION ENTRANCE AND PRIMARY EROSION AND SEDIMENT CONTROLS PRIOR TO LAND DISTURBING ACTIVITIES AS SHOWN ON THE SITE PLAN. 5 WITHIN SEVEN DAYS OF REACHING FINAL GRADE, THE CONTRACTOR WILL PERMANENTLY SEED ALL DISTURBED AREAS. r M T Y THE APPROVED PAN AND ANY ADDITIONAL MEASURES NECESSARY AS DETERMINED BY THE N FOR INSTALLATION F EROSION CONTROL MEASURES DETAILED B E 0 ED L 6 THE CONTRACTOR IS RESPONSIBLE 00 PLAN APPROVING AUTHORITY. 7 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE MAINTAINED ON THE SITE AT ALL TIMES. T R FOR DRAINAGE FROM A DISTURBED AREAS AT ALL TIMES. RRESPONSIBLEF R MAINTAININ SEDIMENT CONTROL MEASURES O D GE 0 ALL O S ED E THE CONTRACTOR IS 0 G 8 E 9 THE CONTRACTOR WILL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES WILL BE MADE IMMEDIATELY, EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION: CONSTRUCT BUILDING AND PARKING LOT ON SAME LOT AS EXISTING PROPANE PLANT FACILITY EXISTING SITE CONDITIONS: DEVELOPED INDUSTRIAL LOT WITH COMBINATION OF GRAVEL AND ESTABLISHED LAWN GROUND COVER, SITE DRAINS TO NORTH WITH SHEET FLOW ONTO ADJOINING PROPERTY, ADJACENT PROPERTIES: UNDEVELOPED INDUSTRIAL LOT TO NORTH, DEVELOPED INDUSTRIAL LOT TO WEST, DEVELOPED INDUSTRIAL LOT TO SOUTH AND PUBLIC STREET RIGHT OF WAY TO EAST. EROSION CONTROL MEASURES: - PERIMETER SILT FENCE - PERMANENT SEEDING WITH MULCH I ACTIVITY WHICH ARE NOT COVERED Y GRAVEL, PAVEMENT RBUILDING. ESTABLISHMENT F RA N AREAS DISTURBED BY CONSTRUCTION AC C E 0 CO E ED B G EL0 P RMAN NT STABILIZATION: 0 G SS 0 E E, MAINTENANCE PROGRAM: 1 INSPECT ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL DAMAGE AND/OR DEFICIENCIES FICIENCIES WILL BE REPAIRED AND/OR IMPROVED IMMEDIATELY. 2 INSPECT ALL EROSION CONTROL MEASURES DAILY AND EVALUATE EFFECTIVENESS OF MEASURES. DAMAGE AND/OR DEFICIENCIES WILL BE REPAIRED AND/OR IMPROVED AS NEEDED. L._ SANITARY LATERAL QO O c0_� 00 2 8"- DIAMETER OR SQUARE TOP OF SRUCTURE ELEV = 16.20 �- 6" DIAMETER ORIFICE INV = 14.20 STORM WATER MANAGEMENT POND OUTLET STRUCTURE DETAIL PRECAST REINFORCED CONCRETE 3500 PSI DESIGN MIX 6" THICK WALLS & BASE SCALE: 1 " = 4' 400 W METAL HALIDE LIGHT FIXTURE W/ FLUSH LENS & DIRECTIONAL REFLECTORS Tn uiwku7r n1 eor AREA LIGHT ELEVATION VIEW (SEE L-1, L-2, L-3 & L-4 FOR LOCATIONS) SCALE: 1 "=4' GENERAL NOTES PARKING TABULATIONS USE AREA SF EMPLOYEES EA PARKING BASIS REQUIRED SPACES PROVIDED SPACES OFFICE 2806 NA 1 250 SF 12 TOTAL 2806 NA 1 250 SF 1 19 " INCLUDES 1 ADA ACCESSIBLE SPACE LOADING SPACE TABULATIONS AT 1 SPACE REQUIRED PER 40,000 GFA, THE 2,806 GFA GENERATES NEED FOR 1 LOAD SPACE LANDSCAPE PLANTING CALCULATION FEATURE QUANTITY TREE RATIO FACTOR REQUIRED TREES EXISTING GRAVEL LOT 24,370 SF 1 2,000 SF 13 PARKING LOT AREA 11,400 SF 1 2,000 SF 6 PARKING SPACES 19 SP 1 10 SPACES 2 TOTAL 21 INTERIOR LANDSCAPE PLANTING AREA CALCULATION 11,400 SF x 0.05 = 570 SF 21 RED MAPLE OR WILLOW OAK TREES (2" MINIMUM CALIPER) BUXUS MICROPHYLLA KOREANA / LITTLELEAF BOXWOOD YY>i n 3c9 " OPEN SPACE CALCULATIONS DESCRIPTION IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) PARKING 9,800 640 FT - CG-6 1,600 BUIILDING 2,806 CONCRETE S W 810 OPEN SPACE 15,244 DISTURBED AREA 30,260 SUBTOTAL 15,016 15,244 30,260 REQUIRED OPEN SPACE = (30,260) (.15) 4540 SF PROVIDED OPEN SPACE 15244 SF FLOOR AREA RATIO (FAR) 2806 SF = 0.093 30260 SF Cu cn v I I z v U SITE cn r� a v w z w � = U a cn cn N O N d N I w ED 00 zcn o 0 w N Ln o J LZ O VICINITY MAP � N SCALE: 1 " 2000' -' SITE DATA & CONTACT NUMBERS wo PIN: 54-A-79 o I o ZONING: M2 LZ Ln PROJECT AREA: 30,800 SF / 0.71 AC PROPERTY AREA: 88,207 SF / 2.0249 AC < OWNER: QUARLES PETROLEUM, INC. / ROD PIERCE (540) 662-3861 U (- DEVELOPER: QUARLES PETROLEUM, INC. / ROD PIERCE (540) 662-3861 U ENGINEERING FIRM: QUARLES PETROLEUM, INC./CRAIG McBRIDE (877) 444-3835 m V) <C ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 C a SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650 o J EROSION & SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540) 665-5643 Of SANITARY SEWER AND WATER: FREDERICK COUNTY SANITATION AUTHORITY 540-868-1061 CD v) z TELEPHONE: VERIZON (301) 954-6282 I cv Q ELECTRIC: ALLEGHANY POWER (800) 654-3317 N Ln o GAS: SHENANDOAH GAS COMPANY (540) 869-1111 J MISS UTILITY: 1-800-552-7001 o Q � w w SIGNATURE �L DATE J <�•y- o O � APPROVED BY THE ZONING ADMINISTRATOR �TI- o �3 t7 U CRAI A. MCBRIDE y Lie. No. 021 548 - .. - - ---- - -- ---- - ---- -- --- EX. 8" w --- _ Y Ex. GRAVEL 50' OF 6' HIGH BOARD ON 80ARD SCREEN FENCE SEE DETAIL ON SHEET 2 14.9' QUARLES PETROLEUM, INC. TM - ; 09 676A-79 i I ZONE: M-2 OB 676 PG 227 Ap USE:PROPANE P88,207ESFSTORAGE .... ` (2.0249 AC) - BOAR BOARD D C 1 PROPOSED DEVELOPMENT SHALL NOT CAUSE INCREASE TO RATE OF STORM RUN OFF ONTO ADJOINING 75' FRONT YARD EN _ E ON PROPERTIES % 2 EROSION CONTROL MEASURES SHALL COMPLY WITH "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK". '- 3 PROPOSED DEVELOPMENT DOES NOT REQUIRE CONSTRUCTION OF ANY PUBLIC IMPROVEMENTS. Ex 12' % 36' CONCRETE PAD 3 - `---------- 77 4 SITE HAS ACCESS TO AND SHALL BE SERVED BY PUBLIC WATER i -- - �I _ -- - E%LOAD SPACE-- - 5 SITE HAS ACCESS TO AND SHALL BE SERVED PUBLIC SANITARY SEWER SERVICE _ � r = � = = � r = _ N -----z - 6 CONTRACTOR SHALL CONTACT MISS UTILITY (1-800-552-7001) AT LEAST 48 HOURS PRIOR TO LAND � Cl _. PROPANE AST DISTURBANCE ACTIVITY. ACE EXIST.POLE =--- Plsr. 3o,aoo c o 16� 1 FF=21.5 I �. PROPANE AST 7 BOUNDARY AND TOPOGRAPHY INFORMATION REFLECTS SITE PLAN INFORMATION OF RECORD FOR ADJACENT DEVELOPMENT 13 0 23'H J _ M EXIST. 30,000 GALLON DEVELOPMENTS o EXIST. s2ED� VEXIST �AN� 8 PROJECT BENCHMARK IS FINISH FLOOR ELEVATION OF SLAB 21.5 FOR EXISTING WAREHOUSE. (CFA=i60 / 15'H) 9 ALL OUTDOOR LIGHTING SHALL BE SHIELDED AND DIRECTED AWAY FROM ADJOINING PROPERTY + X:_ 3021 20 10 PROJECT AREA IS APPROXIMATELY 30,800 SF (0.7071 AC) WHICH IS OUTLINED BY THE LIMITS OF DISTURBBANCE SF1 14.7 + _ X 15.0 17_ 16 25'REM YARD 350 - 11 ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND - VANCHESTER COLD STORAGE N 41-38 E J85.0' 12 BUILDING SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE, INTERNATIONAL BUILDING CODE AND - - - ---_ TM 54-A-((4))-3 - IBC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ZONE` M-1 DRAINAGE DIVIDE PLAN 13 BUILDING SHALL BE SUBJECT TO SPECIAL INSPECTIONS PER INTERNATIONAL BUILDING CODE CHAPTER 17 STORM RUN OFF CALCULATIONS - RATIONAL METHOD DRAINAGE PRE -DEVELOPED - 10 YR AREA ID IMPERV AREA (AC) C C A PERV AREA (AC) C C A C A TOTAL I (IN/HR) = AI Q C (CFS) Q roru (CFS) DA-1 0.00 0.90 0.00 0.335 0.35 0.12 0.12 7.3 0.88 A-2 0.00 0.90 0.00 0.272 773 O-T 0.10 7.3 0.73 1.61 DA-3 1 0.016 0.90 0.01 0.109 0.35 0.04 0.05 1 7.3 0.38 1.99 POST -DEVELOPED - 10 YR D -1 0.2 1 0.90 0.24 0.064 0.35 0.02 0.26 7.3 1.9 DA-2 6.674 DAD 0.07 0.198 0. 35 0 0 7 0 .14 7. 3 1.0 2.9 DA-2 0.030 0.90 1 .027 0.094 1 0.35 0.03 1 0.06 7.3 0.4 3.4 POST DEVELOPED RUN RATE OF RUN OFF SHALL BE ATTENUATED TO BE LESS THAN PRE -DEVELOPED RATE OF RUN OFF, SEE TABULATIONS ON THIS SHEET. DETENTION VOLUME VERSUS ELEVATON - ORIFICE-�-- DIAMETER ELEV AREA DEPTH 'I INC ACCUM ORIFICE Q _ VOLUME VOLUME SF C F CF (CFS) 0.5 14.20 40 0.00 0 0 14.40 1605 0.20 165 165 14.60 1725 0.40 333 498 14.80 1850 0.60 358 855 0.62425413 15.00 1975 0.80 740 1238 0.782543965 15.20 2110 1.00 408 1646 0.913814476 15.401. 2240 1.20 `:, 435 2081 1.028464261 15.60 2380 1.40 462 2543 1.131556704 15.80 2 520 1.60 952 3033 1. 01077 226 1 2 16.00 2660 180 ;' 518 3551 1.313691079 16.20 2805 _ 2.00 546 _.. 4098 1.395874669 16.40 2950 2.20 575 4673 1.473481568 STORM WATER MANAGEMENT BASIN GEOMETRY Ar vt_ PL. .� 14 SCALE. 1 - 50 _ QES ----- __----- -___ _ __..__ _ WINCHESTER 10 YEAR 10 Minute 5 MINUTE -- ---- - - -- -- _ - STORM TC - Pre IC - Post TIME INTENSrrY INTENSITY _._ CA -PRE Q-PRE CA -POST Q-POST _........ RUNOFF .. .. . STORAGE WATER STORAGE POND DISCHARGE DISCHARGE Q=CAI Q=CAI VOLUME DEPTH ELEV VLOUME OUTLET Q VOLUME &STORAGE' MIN IN/HR -IN/HR CFS CFS _ CF FT - - _CF CFS CIF 0 0 0.243 0.0 0.433 0.0 0 0.000 14.200 5 5.9 7.2 0.243 1.4 0.433 3.1 468 0.670 14.870 365 0.68 - 103 467.E 10 5.1 5.9 0.243 1.2 0.433 2.6 1318 0.750 14.950 1001 0.75 317 1318.5 ' FIRST FLUSH VOLUME 15 4.6 5.1 0.243 1.1 0.433 _ 2.2 20-33 O.950 15150 - 1472 0.88 561 2032.9 20 4.1 4.6 _0.243 1.0 0.433 2.0 2663 1.100 15.300 1823 0,97 840 2663.0 25 3.7 4.1 0.243 0.9 0. 433 1.8 2 3 285 1,200 1 .40 0 2088 1 03 114- 32 8.0 2 30 3.4 3.7 1 0.243 0.8 0.433 1.6 3735 _ 1.300 15.500 2278 1.08 1456 3734.6 35 3.2 3.4 0.243 0.8 0.433 1.5 4196 1.350 15.550 2411 1.11 1785 4195.8 40 3 3.2 1 0.243 0.7 0.433 1.4 4624 1,400 15.600 2504 1.13 2120 4624.41 45 2.8 3 1 0.243 0.7 0.433 13 5027 1.400 15.600 2567 1.13 2460 5027.1 50 2.6 2.8 0.243 0.6 0.433 1.2 5404 1.405 15.605 2604 1.13 2800 5403.8 55 2.5 2.6 0.243 0.6 0.433 1.1 5755 1.410 15.610 2614 1.14 3140 5754.6 j 10 Yr WSE 60 2.4 2.5 0,243 0.6 0.433 1.1 6086 1.410 15.610 2605 1.14 3481 6085.8 65 2.3 2.4 0.243 0.6 0.433 1.0 6404 1.410 15.610 2582 1.14 3822 6404.1 70 2.15 2.3 0.243 0.5 0.433 1.0 _ 6709 1.410 15.610 2546 1.14 4163 - 6709.3 75 2.05 2.15 ; 0.243 0.5 0.433 0.9 6998 1,390 15.590 2496 1.13 4502 6998.4 80 1.95 2.05 0.243 0.5 0.433 0.9 7271 1.350 15.550 2434 1.11 4837 7271.2 85 1.9 1.95 0.243 0.5 0.433 0.8 7531 1.320 15.520 2364 1.09 5167 7531.0 90 1.8 _ 1.9 0.243 0.4 0.433 0.8 7781 1.290 15.490 2289 1.08 5492 7781.0 95 -,.._.-. 1 7 _ .. _....- . 1 g 0 243 ....... 0 4 --0,433 0.8 8021 1.260 460 2208... 1.06 5813......-. 8021.3 ' 100 1.65 1.7 0.243 . ._ -- . 0.4 _ 0.433 . - 0.7 8249 . _ ..15 1.220 ...... 15.420 .. 2121 ___ .. , 1.04 . ... - 6128 8248.7 105 1.6 1.65 0.243 2 0.4 _ 0.433 0.7 S 8466 1.180 15.380 2030 1.02 6436 8466.2 110 1.55 1.6 0.243 0.4 0.433 0.7 8677 1.140 15.340 1939 1.00 6738 8677.3 115 1.5 . 1.55 0.243 0.4 0.433 0.78882 1.100 15.300 1848 0.97 7034 88812 120 1.4 1.5 0.243 0.3 0.433 0.6 9080„ 1;050 15.250„ 1759 0.94 7321 9080.0 STORM WATER MANAGEMENT FACILITY TABULATION FOR ATTENUATING POST DEVELOPED PEAK RATE OF STORM RUN-OFF TO 1.14 CFS WHICH IS LESS THAN 1.4 CFS PEAK RATE FOR PREDEVELOPED RATE OF STORM RUN-OFF SITE PLAN 10-07 cn w 0- O On Z (/7 0 a ¢ ¢ o z W W J CD < O z w a V w Lil W J W O U Z 5 L-- a o Of W O � O I oOf J 0- ca d cm U ¢ �`J� v, a- Ld � O O Y G:f of J w m ¢ N o a o � w in o o � � wWpz,- ¢ ¢ J J O W z z o z o o ¢ CD o v z z ¢ of F- a a z aw o z 0 0 w - ¢ a rz 0 v w cn 0 W W J X w w z = _ cn cn w m w cn 0 0 o 0 0 0 0 0 0 \ \ \ \ \ N c0 CN N CD Q CV N N r 0 0 0 0 0 0 w U w CD w z I o c� W N C� N w � w z Q V� w z Q ca � � c w w w cn W 751 o Q �z C1 0000 3:: 0+00 EX. SANITARY MANHOLE w I � Cn I x j I 1 4 Q c" o w+ `` I i i FROM SAO �A FORCE+00 EX. 8 W/M HA PASS FR//t0 ---- TO �TS8 S DER C I I I ff5AT0N�,__A_.U---THOR� TY COUNTY SAN o to:,- Ln TEST TO Ero Cn PRESSURE z cr 1 (n Go � I NORTHWESTERN — — — — — ------------------- � r-------------- ---� `' WORKSHOP �------� TM 54-A-81D I ` EXISTINGZONE: M-1 WINCHESTER WAREHOUSING USE: MANUFACTURING FIRE HYgRANT FREDERICK COUNTY SANITATION TM 54-A-73 r AUTHORITY OWNERSHIP SP: 15-01 SP: 008-81 PRIVATE OWNERSHIP I US E: WARE HOUSE U I I 0 SE 2+0019 ;---BE-DEDICATED FORCE MAIN FROM _ _ ' STATION! O+DO TO 1 ------- _SIAII�IiL_3.�77 SLiALL,---- - _------- _ _ - -- .-�<------ -- - ---- -- -�----------- _ - ---- ------ - --- __ _ ..-- -- _ _ _ TO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STA 3+51 CONNECTION TO - - FREDERICK COUNTY EXISTING SANITARY FORCE MAIN STA 3+58 LOW PRESSURE FORCE SMITHFIELD AVENUE - VA RTE 784 '-- SANITATION AUTHORITY SEE DETAIL THIS SHEET MAIN IN -LINE FLUSHING CONNECTION a - - - - (ADJUST LOCATION TO BE CLEAR - - - - - --------------------------------�'---------------- + OF PAVEMENT AREAS) _ ' - 20 ; FREDERICK COUNTY S/ AUTHORITY SHALL INST SERVICE FROM MAIN T METER BOX ASSEMBLY 11 14_ MOISTURE PRESERVATIVE TREATED 2x6 DOGEARED FINISHED BOARD ON BOARD CONSTRUCTION 4x4x10' PRESSURE TREATED TIMBER POSTS TYPICAL - EXCEPT WHERE 2 STEEL POSTS ARE SPECIFIED FOR GATE SUPPORTS SECTION "F-F" 8%8"x9' LNG STEEL POST EMBED SIDE VIEW OF 30"INTO 24" DIAMETER CONCRETE DUMPSTER ENCLOSURE FOOTER FOR GATE POSTS - TYP 2 14' DOUBLE PLCS SWING GATELLJ _ 8" HEAVY DUTY TEE HINGE 3 `D FOR EACH GATE _TYP_ CONCRETE FOOTER -` FJ 24° DIA. HASP WITH 1 /2" ROD -TYP 2 SETS - ELEVATION FOR DUMPSTER ENCLOSURE NOTE: BOARD ON BOARD SCREEN FENCE ALONG EXISTING GRAVEL PARKING AREA SHALL BE SIMILAR - EXCEPT STEEL GATE POSTS AND CONCRETE FOOTERS SHALL NOT BE REQUIRED WATER SERVICE & SANITARY SEWER SERVICE PLAN SCALE: 1 " = 30' MI PLAN VIEW EX. GROUND Q FILTER FABRIC EX. PAVEMENT SIDE ELEVATION Z VDOT #1 AGGREGATE I�12' MINA-+ I EX. GROUND��� _ _J 1 FILTER FABRI CE1 STONE CONSTRUCTION ENTRANCE REFERENCE VESCH PLATE 3.02-1 i N I N 90 r.__..... d S 41-38 W 14.9' 5 EX. 6' BOARD ON BOARD FENCE Ln r< cz] o w o ----------, C-4 a z 1 ------------ GENERAL NOTES 1 THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES 2 DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLSE A-4 IF PRECAST) WITH SUP RESISTANT INTERGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5 REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR MID -DEPTH OF RAMP FLOOR MINIMUM CONCRETE COVER 1-1/2" 6 CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER 7 CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AN USED BY PEDESTRIANS. 8 RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB 9 TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH 10 WHEN CURB RAMPS ARE USED IN CONJOCTION WITH A SHARED USE PATH THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 0 50% - 65% OF BASE DIAMETER TOP DIAMETER L� 0.9" - 1.4" BASE DIAMETER TRUNCATED DOME SHEET 1 OF 4 DETAIL REV, 7/05 FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1 THE AUTHORITY's WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT Wwwftsa-waterxom 2 THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL 3 THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION 4 THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY 5 FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY's ENGINEERING ASSISTANT B AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN C THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES D FOR ALL 1-1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E THE AUTHORITY WILL INSTALL ALL SEWER LATERALS 2" BALL VALVES W/ ACCESS MANHOLES BACK FLOW PREVENTION CONNECT TO EXISTING DEVICE W/ ACCESS MANHOLE FORCE MAIN zz/ __--LOW PRESSURE, FORCE MAIN IN-1_InIE FLUSHING CONNECTION I� -SEE DETAIL THIS SHEET- DETAIL FOR CONNECTION TO EXISTING 2" FORCE MAIN 1.6" TO 2.4" TRUNCATED DOME C-C GOOOOOC .i0 OOOOOCrOflO00O C;000000 000000000000 000c,0000000000000000000 c00c0000000000000000000 000000c0000000000000000 000GO000OOOCOOO00000000 �r 000c:0000000000000000000 N I_000 C0000000000000000000 VARIABLE MINIMAL -I PAY LIMITS DETECTABLE WARNING DETAIL CC-12 DETECTABLE WARNING SURFACE GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION EXISTING 2" FORCE MAIN - - - - - - ----- SCALE: 1 " = 10' 00 0 CG-12 SPECIFICATION SPECIFICATION REFERENCE REFERENCE 105 105 if line is 1 Y2" to 2y" dia. use FORD valve w/ 2" operating nut if line is 3" or greater use gate valve SDR-21 PVC /gasketed main by MIP adapter C gasketed main by 2" gasketed branch tee - concrete skid pad V-6" dia. x 6" deep finished grade —I -NS 12- Valvco, Inc valve box assembly: lid: Figure No. 7 marked 'SEWER' top section: Figure No. 7S26TO bottom section: Figure No. 1BOB24 finished grade / 4" stone 4" stone / 2" SCH 80 PVC FIP cap 2" brass screw -type —�- nipple, 2" long roadway box 2" SCH 80 PVC FIP x with lid mark ed 48 } femme solvent weld 36 SEWER coupling PVC MIP X gasketed adapter brick base 2" SDR-21 — 24" PVC stone ................................. 2 SCH 80 PVC SCH 80 PVC 2" SCH PVC solvent bricks threaded nipple weld 90' bend with 2" ball valve w/ 2" 1 /8" weep hole operating nut LOW PRESSURE FORCE MAIN IN -LINE FLUSHING CONNECTION DETAIL PROVIDED BY FREDERICK COUNTY SANITATION AUTHORITY FINISH ELEV = 20.0 Ln 2" BALL VALVE QUICK DISCONNECT 2° CHECK VALVE w J cDd (n a z o L� w o � � MYERS MW50 SERIES SEWAGE PUMP 1/2 HORSEPOWER - HANDLE 2" SOLIDS o< n o w� C5 Ln WET WELL & SEWAGE PUMP DETAIL SCALE: 1 " = 5' A #5 DOWELS, 8" LONG g I _ as000G ao° B (SEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MI SHAPE TO MATCH FACE BACK OF CURB OF ROADEWAY CURB 20:1 48:1 MAX 48:1 MAX �--2' MIN--� SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE SEE SHEET 1 OF 4 TYPE B PARALLEL APPLICATION ROADWAY GRADE BY PERCENTAGE MINIMUM RAMP LENGTH IN FEET 4 CURB —6CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 1 10 15 6 1 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 25 FEET REGARDLESS OF THE SLOPE CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION Y 06 SEWAGE PUMP DESIGN SUMMARY ELEVATION 2" INVERT AT MANHOLE STA 0+00 16.25 ELEVATION SEWAGE PUMP DISCHARGE 13.50 ELEVATION HIGH POINT OF 2 FORCE MAIN 18.50 FLOW RATE 42 GPM HEAD LOSS 100 FT OF FORCE MAIN 3.3 FT LENGTH OF FORCE MAIN 475 FT FRICTION HEAD LOSS 15.7 FT STATIC HEAD 5 FT TOTAL HEAD 20.7 FT PUMP CURVE INDICATES 42 GPM ® 22 FT TOTAL HEAD t�" d� 1 U C iP L . r1. �'':'i C+B. E. LiC. J',4U. 021548 11 CROSSWALK II TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG-12 I QD C_ V I Cn a� c� �O O II cu � w z w w � = U N O N O N � I CT) 00 N d _ w N LC) z C x O J 0:5 O CD CD U 0 o wLn � O U r �- m C' z � w � Q � I <-) I cal N Ln CD Q U O c C1_- � W W �xzzOo Q J w a J W W Q z (n J z c� w w z o a a z ¢ M v o 0- w z w O W N Q U (V!1 cn o 0 0 L' \ \ <[ N cD co 0 0 0 0 III- SPX �, � � 2•� W U � � w A 4 FT SQUARE LANDING AREA c� I O OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR rz I � U N CRpSSWPSK PERPENDICULAR CROSSWALK cC w w WITHIN THE MARKED z Q CROSSWALK AREA w � < 0 c rz �w w� = w SHEET 3 OF 4 �ch� z Q C'n _ Lf7 � REV 7 OS 203.06 C cSr 020 QUARLES PETROLEUM, C. o L QUARLES PETROLEUM, INC. j 8l I TM 54-A-74 wz -- TM 54 A 79 1 9 GRADE ROAD SIDE 779 SMITHFIELD AVENU ZONE: M-2 _ DB 676 PG 227 w gS I > T GHT" N X ay MATCH EX. DA9.4ILq D.B. 676 PG. 227 PARCEL 1 USE: FUEL STORAGE & RAGE USE PROPANE STORAGE t Q � 50 o v� `cam ; HANDLING AREA: 88,207 SF o z _. 0 w I; .-' ZONE: M 1 _ -_ - --- ---- - --- - - Q-----------------------------------------------------='--------------- -__ - -_---- ------ --�-a=-----=----------------- -a 8�' SIGHT DISTANT o'� S 41-38 W 370.0' -- -ns OZ rao " o 0 0 o a 2 __ --- - - a - - � ---_ . __ X �i9.- _ . - 9 - ------280'-SIGHT __�` - + + N SMITHFIELD AVENUE -RTE 784 + 4- , --- ------ --------------- CD- ------ - =6 - - --- 5------------------------- -DISTANCE-------------------- ---------------,-' ------ ----- ----------------------- ------ --- ----------- -- - ---- - ---= = --- ------ - ---- - --- ---- ------ --- �o SMITHFIELD AVENUE j'^-- - -- - (NO POSTED SPEED LIMIT ----___---35' 90' OR CC-1 35'--I REGRADE ROAD SIDE DITCH ----- -----RTE 784 _------"'--" �� 25 MPH ON SMITHFIELD AVE) ¢- J_. :=EX. 8" W M ­______________________7_' ---_- ;___ . ', --_-- - --- --- -- - -- --- - - --- --------- ---- - --- _ _____._ _ _..._ --- 0l._ -- 1 _ r- �� WINCHESTER WAREHOUSING 1 a LLJ NORTHWESTERN TM 54-A-73 WORKSHOP SP: 008-81 N - TM 54-A-81D USE: WAREHOUSE j + �-ZONE:__M=�1----------------------- � USE: MANUFACTURING 720-------- --- - _ ---------------------------- LU ------ - ------------- } 710 690 W CD r' w z n, w � C` w Z Q O CJ � V W Z Y V) O v z � m O + CD CD [O O + N O SIGHT DISTANCE PROFILE - HORZ: 1" = 50' VERT: 1 " = 5' O O 1.5" OVERLAY ACROSS 12 4 FULL WIDTH OF EXISTING ROAD PER WP-2 FROM z SAW CUT & REMOVE 92.09 TO 12" OF EXISTING PAVEMENT STA 5+ STA 9+92.09 w PER WP-2 1/2" PER 12" 1/4" PER 12" SLOPE -- SLOPE 3 3 -------------------------------------------- 1 ---------------------------------------------- I�--EXISTINGOf Q PAVEMENT VARIES /8-1 21A TYPE 1 COMPACTED STONE �_ o 3" BM-25 ASPHALT BASE COURSE o� oS 1.5" SM-9.5A ASPHALT SURFACE COURSE "' w U_ v _ O'-`-' Z a-N ono SMITHFIELD AVENUE PAVEMENT CROSS SECTION SCALE: I" = 4' CD C��:' OLn O + + /2" L 6" 21A TYPE 1 COMPACTED STONE BM-25 ASPHALT BASE COURSE 11" SM-9.5A ASPHALT SURFACE COURSE i I I PARKING LOT PAVEMENT DETAIL_ I SCALE: 1 " = 4' LLJ 6 cn Ln CV + u7 CO O co SIGHT 2" 24' x�' o Class A3 (H.E.S.)%: a D ', --i - - -- Concrete ---- - CG-6R PARKING LOT CURB & GUTTER DETAIL Scale: 1" = 2' w QD w of CD w CD W Cn O Qom. Li w 0-C ~ = o (n W a cl� OLLJ Z � Ln N 1 F (r Q cn Ln cV O cl:� V)N Ln w n Ln rn o0 o r7 cc 00 00 ' SIGHT LIN w o w CD W W J J _ Qf z O w � O � Cn O W o � � Z m O O + Q� (RADIUS TO BE AS IY IJ I � STREET APPROACH SAME Iwo I -T SURFACING AS MAINLINE 2" 4 B I� � GG-11 WP-2 PROPSED ASPHALT PROPSED ASPHALT CONCRETE SURFACE SDNG PAVENENT CONCRETE SURFACE EXISTING PAVENENi � -"I � -'1 RDPDSED PAVEMENT WIDENING- ROPOSED PAVEMENT WIDENING- - COURSE MINIMUM COURSE MINIMUM SHOWN ON PLANS N I ROADWAY CI C �;�il�i��i;�i�;i� ��i�j]�i 1":1' ------------- 1N 12• N 12' 165 Ib/yd 165 Ib/yd (RADIUS TO BE AS I RADIAL COMBINATION SHOWN ON PLANS) % l CLASS A3 H.E.S. �ti , ( ) o i SAW CUT 3 INCHES SAW CUT A MINIMUM OF � CURB & GUTTER (ST'D CG-6 ) CONCRETE (i�� ! AND REMOVE EXISTING 2 INCHES AND REMOVE w 6, 0 � - - - - --- SECTION C-C ASPHALT TO FORM EXISTING PROPOSED MATERIAL TO TOP OF EXISTING ✓/ PROPOSED A BENCH JOINT AGGREGATE �i� PAVEMENT PAVEMENT LAYERS PAVEMENT PAVEMENT LAYERS ,��� -- - -- 6 o - "' Flow Line 6' Scale: 1" = 2' r� �� CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE ASPHALT TACK COAT EXISTING PROPOSED EXISTING PROPOSED REQUIRED AGGREGATE AGGREGATE LAYERS AGGREGATE AGGREGATE LAYERS ASPHALT TACK COAT SIDEWALK SIDEWALK EXPANSION JOINT -Optional o c� EXPANSION JOINT OO WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIRED REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH SUBGRADE SUBGRADE NOTE: WIDTH "B" 2'-0" OR AS ..JJ MAINLINE ROADWAY FOR SIDEWAK & CURB RAMPS WITHIN THE LIMITS OF THE SHOWN ON TYPICAL SECTION RADII SHOULD BE INCREASED TO 7" PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL PLAN VIEW (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT IN (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) CONJUCTION WITH VDOT PROJECTS PLEASE NOTE THE FOLLOWING: NOTES: 10' PARABOLIC CURVE 1 WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DRAINGE MAY BE REQUIRED BY THE ENGINEER EDGE OF SHOULDER 8% MAX D MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE OR OPTIONAL FLOW LINE , SLOPE CHANGE Fill - EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE - END OVERLAY 2 OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS _ D PAVEMENT WHICH CAN BE OMMITTED IN THE ENTRANCE 29 3 A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT MAINLINE ROADWAY M 8% _ ` D QQ RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE TAPERED END MUST �� BE APPROVED BY 4 THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED PER VDOT SPECIFICATIONS SLOPE CHANGE [�kJ D CONSTRUCTED BEYOND THE R/W EXCEPT FOR REPLACEMENT ENGINEER 5' PURPOSES 5 SURFACE OF WIDENING SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT PRIOR TO OVERLAY MAY AND PAVEMENT MIN 40' MIN. FOR STREET CONNECTIO WHEN USED IN CONJUCTION WITH STANDARD CG-3 OR CC-7, THE 6 MILLING OF NEW AND EXISTING PAVEMENT BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS -SLOPE DRAINAGE 20' DESIRABLE FOR COMMERCIAL ENTRANCE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH 7 OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF 165 LBS/SO YD OF ASPHALT CONCRETE TO SECTION A -A THE MOUNTABLE CURB CONFIGURATION A POINT AT LEAST 100 FEET BEFORE AND AFTER THE LIMITS OF WIDENING GUIDELINES FOR GRADE CHANGED SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED �� 8 ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRff"T6ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER TAPERED END MUST ENTRANCE VOLUME DESIRABLE MAXIMUM WITH THIS STANDARD �i BE APPROVED BY 9 FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT HIGH (MORE THAN 1500 VPD) 0% 3% PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS o ENGINEER TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE BEGIN OVERLAY SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL MEDIUM (500-1500 VPD) < 3% < 6% NOT EXCEED 1/4". LOW (LESS THAN 500 VPD) < 6% < 8% OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF PLAN VIEW 10 PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE GUTTER TO PRECLUDE PONDING OF WATER (DRAWING NOT TO SCALE) MATERIALS ENGINEER SPECIFICATION METHOD OF TREATMENT- PAVEMENT WIDENING SPECIFICATION REFERENCE CONNECTION FOR STREET INTERSECTIONS REFERENCE 502 AND COMMERCIAL ENTRANCES 7/01 NEWtO2 315 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 30VIRGINIA DEPARTMENT OF TRANSPORTATION 720 710 690 <i N - O O O J h W ~ W W Cn (n O � x of W W O CDHORT 1" = 50' 4_ 4_ VERT: 1 " = 5' CD CD CD DRIVEWAY PROFILE HORZ VERT: O W N > n � � O � o � z Ln W cN N a + + O O 1"=5C 1" = 5 virgmia Department of transportation Staunton Distinct a Rev. May 1, 2004 VDOT General Notes Vt. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or U local regulations. In case of a discrepancy or conflict between the Standards or Specifications j and Regulations, the most stringent shall govern. cn °U' oI-C-) V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and <>D) o 0 11 Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. w z V3. When working within VDO-f right-of-way, all traffic control, whether permanent or temporary, �i v shall be in accordance with the current edition of VDOT's Work Area Protection Manual, o = cn <n Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of � the VDOT Road and Bridge Specifications. o N r� V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including I a-, traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility w O.,00 companies. It is the sole responsibility of the developer to locate and identify utility facilities or z can a I items that may be in conflict with the proposed construction activity. VDOT approval of theseLn - N plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be � > > Q subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of co Q - any field revision shall be the responsibility of the developer. o V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT n vm N land use pemuts for any work within VDOT right -of --way. w < V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged o and held by the engineer and/or developer with the attendance of the contractor, various County = o n- � agencies, utility companies and VDOT prior to initiation of work. C:�l T I '-" V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for ::�E any undeternuned length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. U V9. The contractor shall be responsible for maintaining adequate access to the project from the m � Q adjacent public roadway via a construction entrance that is constructed and maintained in o z accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. < Furthermore, access to other properties affected by this project shall be maintained through o Q construction. The Developer shall have, within the limits of the project, an employee certified by a' the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment I_ - Control who shall inspect erosion and siltation control devices and measures on a continuous O = basis for proper installation and operation. Deficiencies shall be promptly rectified. N O V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at 1 the end of construction. Oco Q V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum w : w w Iw thirty-six (36) inches cover and when possible shall be installed under roadway drainage I-- x z O o facilities at conflict points. o O G F- N cn I� V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil o samples are submitted to private laboratories for testing, the samples shall be clearly identified + and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall C3:f meet VDOT minimum design standards and is the responsibility of the developer. z V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings w shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of o the work. Unit and total prices may be obscured. a V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical as spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction o technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT w daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of w '5 the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road o and Bridge Specifications. Density shall be determined using the density control strip as a o specified in Section 315 and VTM-76. A certified compaction technician shall perform these ; o tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified J otherwise. A VDOT representative shall be notified and given the opportunity to be present I.-_ o during the construction and testing of the control strip. _ V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and � a ¢ o larger shall be explored below the bottom of the excavation to determine the type and condition o " of the foundation. The contractor shall report findings of foundation exploration to the engineerOf and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT a w Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is z c encountered, the foundation design and/or need for foundation stabilization shall be determined Q by the engineer and approved by VDOT. w w J z v ¢ �o V22. Approval of these plans shall expire three (3) years from the date of the approval letter. a o ifs � o V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as w o W specified by VDOT. z N W V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Q CV MJ d- 0 0 CDa /.� .7 CRAIQ A. MC13RIDE y 0C. No. 021548. - A SITE PLAN! 10-07 w U w w O w z I O w c� w U wN z O w1 Iz V) w - z U C � � zw w_ �w w� �� Iw- �w U Q cn o 00 NORTHWESTERN f 6 m------------------------------------- WORKSHOP --__I N z , - - - TM 54-A-81 D 8„ m v ZONE: M-1 12" HDPE DIAMETER OR Z WINCHESTER WAREHOUSING OUTLET PIPE SQUARE cm TM 54-A-73 0� INV = 14.20 TOP OF SRUCTURE -- USE: MANUFACTURING ' r- ` o m SP: 15-01 ELEV = 16.20 F HYDRANT USE: 00WAR EXIST. IRE D E I ! 2" PVC CONNECTION TO EXISTING SANITARY FORCE MAIN USE: WAREHOUSE - � --- ----- -- - EX. 8" W/M � _ - - _- ___. _...- --- 2Q - __ _- - _---- .----- -- _-XISTING-= t (SEE DETAIL SHT 2) _ ENTRANCE SHALL' _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SMITHFIELD AVENUE - VA RTE 784 0- LIMITS OF DISTURBANCE 2.5' R/W DEDICATION TO PROVIDE FENCE INSTALLED BE CLOSED & 6" DIAMETER ORIFICE NO POSTED SPEED LIMIT 25 MPH ON SMITHFIELD AVE �° HALF OF REQUESTED 50' R W ( ) Z INV = 14.20 ACROSS�OP-ENING ( - CG-12 RAMP c AREA = 34,240 SF ¢ o -----_--------- 45' R W------------ ---------------------------r------------!' -- --- --- - - -- �0-� --- EXISTING 2 SANITARY FORCE MAIN �J 20� FLOW UNI (SEE SHT 3 �0� �0� J �_ " z STRUCTUREPOND _----_--- --- ----- -- - ---- _. _.._. __- _ ____ ___. _ o-_o_ _ . _ __.__ __. __ - � OUTLET DESTORM WATER TAIL --------- __-. .._--------`-- - ......., m Tt, x t e ✓ :ram - cv- 5 8 WATER METER 5 X 19.7-C�X�9� �. Q o 0 0 20 r / 0. �0• X19.6 S 41-38 W 370.0' �. o CG-12 RAMP EX. GRAVEL �. TYPE B , _ 150 OF 6' HIGH BOARD ON BOARD SCREEN FENCE N PROPOSED ,' WET TAP EXISTING 9 v� R �t9 oo � N ` OO m 9 4'Wx6'H SIGN a MAIN BY S I 30'x30" STOP SIGN (SEE DETAIL ON SHEET 2) - /'• " -4- WATER S 41-38 W FREDERICK COUNTY 10 x18' �pN ! { (7 FT HIGH) 14.9' SANITATION AUTHORITY L-4 (o { { 8 L-3 A(>F� G�' 24"x 180' WHITE THERMO- QUARLES PETROLEUM, INC. TM 54-A-79 PLASTIC STOP LINE 0 1� ' ZONE: M-2 �. . ��� S- Sp ®`w �9J' ��?`' b�' { �' USEDB : PROPANE STORAGE 10 p�' 1 O ���' c� c DI-1 CURB INLET 10'x18'' { w .1 ��,' F�\S 36" LONG , m w AREA: 88,207 SF �P --- INV 15.20 { �°��'�� ; CG-6R QO 96� o S P w �'� ¢ (2.0249 AC) \���' 1� { 5� RAMP a W X. 6' BOARD TIC- 18.50 { k �� o , m ! E p• ! , Lc) L'i 75' FRONT YARD ' _ o Q BOARD FENCE a o TM 54-A-74 2806 SF_ c, W ,< QUARLES PETROLEUM, INC. ` cco > 0 779 SMITHFIELD AVENUE LLJ a CONSTRUCTION TYPE: 58 "' o� / ' D.B. 676 PG: 1227 PARCEL 1 USE GROUP: B (OFFICE) �� m / ' USE: FUELTORAGE & �6s o N HANDLING �G� { SINGLE STORY ZONE: M1 -- a i HT=22 0 �p00 - { 5L W Q o FF = 20.50 "01.fEX 12' x 36' CONCRETE PAD - r`------------------- N W 25.4' i 10'x10' CONCRETE DUMPSTER ' z PAD ENCLOSED BY BOARD ON z ----- { 0 1�, �ow, { BOARD SCREEN FENCE EXIST. LOAD SPACE -_-_-----_ _---_-_---- { rd O - ------ ,LC---1 ---' -- ==3 --- ---- cn �-• � _ OUTLET STRU W _ _ __._ -t _ _, I , ._.. 14 = - _ { _ SEE DETAIL " z ------ ; '/-ERfS�3dQtT0 GACCON- - `� DIA PROPANE AST { 18 `r 19 �9,r� r EXIST. POLE L_ - - - --� �- �� WINCHESTER COLD STORAGE 17 BLDG �- !EXIST. 30,000 GALLON, -� TM 54-A-((4))-4 M X X� FF=21.5 \�! PROPANE AST ZONE: M-1 z INSTR # 5223 YEAR 2003 �� { so , 12 PPE W 2SH d _ USE: VACANT ^ 0 SApRM a X ' v Ln - EXIST. 30,000 GALLON -I a, STORM WATER 1a' { `� `� 12' �! PROPANE AST { X �� MANAGEMENT POND { EXI T. SHED O ��ho J EMERGENCY SPILL WAY �� w EXIST. CANOPY X S { < (GFA=160 / 15'H) 1-2 O X 1� ;� - ^`? 9� 15 14 X (12'x19') A%3\ _ SITE NARRATIVE 1 ROUGH GRADE SITE FOR PROPOSED SWM FACILITY, BUILDING AND PARKING LOT 2 CONSTRUCT PROPOSED 2806 SF OFFICE, PARKING LOT AND STORM WATER MANAGEMENT FACILITY 3 SEED AND MULCH DISTURBED AREAS NOT COVERED BY BUILDING OR PAVEMENT S�E� 1 SET STAKES 5 2 EXCAVATE 4%4" TRENCH UPSLOPE ALONG STAKE LINE i 3 STAPLE FILTER FABRIC TO STAKES AND EXTEND IT INTO TRENCH S` CONSTRUCTION OF A SILT FENCE SFl` ( WITHOUT WIRE SUPPORT ..._...... REFERENCE VESCH PLATE 3.05-2 SITE & GRADING PLAN SCALE: 1 " = 30' SPOT SHOTS ALONG PARKING LOT CURB & GUTTER iKin 'ATF F! nw I INF F!NI,�H (:RAnF 5 CONCRETE Iq GRADING DETAILS FOR ADA ACCESS TO BUILDING ENTRANCE SCALE: 1" = 10' EROSION AND SEDIMENT CONTROL NOTES 1 ALL VEGETATION AND STRUCTURAL EROSION & SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIVICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2 THE CONTRACTOR WILL OBTAIN A LAND DISTURBANCE PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY WORK, 3 THE CONTRACTOR WILL CONTACT THE PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 4 THE CONTRACTOR WILL INSTALL THE CONSTRUCTION ENTRANCE AND PRIMARY EROSION AND SEDIMENT CONTROLS PRIOR TO LAND DISTURBING ACTIVITIES AS SHOWN ON THE SITE PLAN. 5 WITHIN SEVEN DAYS OF REACHING FINAL GRADE, THE CONTRACTOR WILL PERMANENTLY SEED ALL DISTURBED AREAS. CONTROL MEASURES TAI BY THE APPROVED PLAN AND ANY ADDITIONAL MEASURES NECESSARY AS DETERMINED BY THE 6 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF EROSION CO OL DETAILED S PLAN APPROVING AUTHORITY. 7 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE MAINTAINED ON THE SITE AT ALL TIMES. 8 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEDIMENT CONTROL MEASURES FOR DRAINAGE FROM ALL DISTURBED AREAS AT ALL TIMES. S. 9 THE CONTRACTOR WILL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES WILL BE MADE IMMEDIATELY. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION: CONSTRUCT BUILDING AND PARKING LOT ON SAME LOT AS EXISTING PROPANE PLANT FACILITY EXISTING SITE CONDITIONS: DEVELOPED INDUSTRIAL LOT WITH COMBINATION OF GRAVEL AND ESTABLISHED LAWN GROUND COVER. SITE DRAINS TO NORTH WITH SHEET FLOW ONTO ADJOINING PROPERTY. ADJACENT PROPERTIES: UNDEVELOPED INDUSTRIAL LOT TO NORTH, DEVELOPED INDUSTRIAL LOT TO WEST, DEVELOPED INDUSTRIAL LOT TO SOUTH AND PUBLIC STREET RIGHT OF WAY TO EAST. EROSION CONTROL MEASURES: - PERIMETER SILT FENCE - PERMANENT SEEDING WITH MULCH PERMANENT STABILIZATION: ESTABLISHMENT OF GRASS 0N AREAS DISTURBED BY CONSTRUCTION ACTIVITY WHICH ARE NOT COVERED BY GRAVEL, PAVEMENT OR BUILDING. MAINTENANCE PROGRAM: 1 INSPECT ALL EROSION SION CONTROL MEASURES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL DAMAGE AND/OR DEF ICIENCIES WILL BE REPAIRED AND/OR IMPROVED IMMEDIATELY. 2 INSPECT ALL EROSION CONTROL MEASURES DAILY AND EVALUATE EFFECTIVENESS OF MEASURES. DAMAGE AND/OR DEFICIENCIES WILL BE REPAIRED AND/OR IMPROVED AS NEEDED. O c�_ 00 2 GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 PRECAST REINFORCED CONCRETE 3500 PSI DESIGN MIX 6" THICK WALLS & BASE SCALE: I" = 4' 400 W METAL HALIDE LIGHT FIXTURE W/ FLUSH LENS & DIRECTIONAL REFLECTORS rn LIIAI1L117r ni nnr AREA LIGHT ELEVATION VIEW (SEE L-1, L-2, L-3 & L-4 FOR LOCATIONS) SCALE: 1 "=4' PARKING TABULATIONS USE AREA SF EMPLOYEES EA PARKING BASIS REQUIRED SPACES PROVIDED SPACES OFFICE 2806 NA 1 250 SF 12 TOTAL 2806 NA 1 250 SF 19 " INCLUDES 1 ADA ACCESSIBLE SPACE LOADING SPACE TABULATIONS AT 1 SPACE REQUIRED PER 40,000 GFA, THE 2,806 GFA GENERATES NEED FOR 1 LOAD SPACE LANDSCAPE PLANTING CALCULATION FEATURE QUANTITY TREE RATIO FACTOR REQUIRED TREES EXISTING GRAVEL LOT 24,370 SF 1 2,000 SF 13 PARKING LOT AREA 11,400 SF 1 2,000 SF 6 PARKING SPACES 19 SP 1 1 10 SPACES 2 TOTAL 21 INTERIOR LANDSCAPE PLANTING AREA CALCULATION 11,400 SF x 0.05 = 570 SF 21 RED MAPLE OR WILLOW OAK TREES (2" MINIMUM CALIPER) + BUXUS MICROPHYLLA KOREANA / LITTLELEAF BOXWOOD u11 OPEN SPACE CALCULATIONS DESCRIPTION IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) PARKING 9,800 640 FT - CG-6 1,600 BUIILDING 2,806 CONCRETE S W 810 OPEN SPACE 15,244 DISTURBED AREA 30,260 SUBTOTAL 15,016 15,244 30,260 REQUIRED OPEN SPACE = (30,260) (.15) 4540 SF PROVIDED OPEN SPACE 15244 SF FLOOR AREA RATIO (FAR) 2101 SF = 0.093 30260 SF VICINITY MAP SCALE: 1 " 2000' SITE DATA & CONTACT NUMBERS PIN: ZONING: PROJECT AREA: PROPERTY AREA: OWNER: DEVELOPER: ENGINEERING FIRM: ZONING ENFORCEMENT: SITE INSPECTIONS: EROSION & SEDIMENT CONTROL: SANITARY SEWER AND WATER: TELEPHONE: ELECTRIC: GAS: MISS UTILITY: _ I a� v) z U SITE cis r� CD �= w �0 O II w z L�1 � = U a cn cn N O N O N r'� I = w 00 z v-) a o N LnLf � z x E O � J Cl-- O n = m o � - Cn N cn -j V Q 54-A-79 F- CE E M2 O I Ln 30,800 SF / 0.71 AC 88,207 SF / 2.0249 AC < QUARLES PETROLEUM, INC. / ROD PIERCE (540) 662-3861 U QUARLES PETROLEUM, INC. / ROD PIERCE (540) 662-3861 U QUARLES PETROLEUM, INC./CRAIG McBRIDE (877) 444-3835 m Q DEPARTMENT OF PLANNING (540) 665-5651 w DEPARTMENT OF INSPECTIONS (540) 665-5650 o Q DEPARTMENT OF PUBLIC WORKS (540) 665-5643 FREDERICK COUNTY SANITATION AUTHORITY 540-868-1061 r` Q c r z VERIZON (301) 954-6282 �I 1 N ALLEGHANY POWER (800) 654-3317 N CD SHENANDOAH GAS COMPANY (540) 869-1111 1-800-552-7001 O Q Z SIGNATUR2� E DATE ,1va✓ � APPROVE THE ZONING ADMINISTRATOR O e-t3• 7 CRAI A. MCBRIDE y LiC. No. 021548 �SSIONAL ���� PROPOSED - - a , DEVELOPMENT 'SHALL NOT CAUSE INCREASE TO RATE OF STORM RUN OFF ONTO ADJOINING 75' FROM YARD UN UWU FENCE __ _ R ,; ._ _ � .. _ PROPERTIES 1 I EROSION CONTROL MEASURES SHALL COMPLY WITH "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK'. GPF: PROPOSED DEVELOPMENT DOES NOT REQUIRE CONSTRUCTION OF ANY PUBLIC IMPROVEMENTS. EX 12' x J6' CONCRETE PAD � v SITE HAS ACCESS TO AND SHALL BE SERVED BY PUBLIC WATER - - EXIST. LOAD SPACE SITE HAS ACCESS TO AND SHALL BE SERVED PUBLIC SANITARY SEWER SERVICE N - CONTRACTOR SHALL CONTACT MISS UTILITY (1-800-552-7001) AT LEAST 48 HOURS PRIOR TO LAND �^,�- - PROPANE AST - DISTURBANCE ACTIVITY. AGE ' EXIST. POLE --� �„! 16� CN BLDG 1 I =SPROPANEOASALW BOUNDARY AND TOPOGRAPHY INFORMATION REFLECTS SITE PLAN INFORMATION OF RECORD FOR ADJACENT DEVELOPMENT 13 2 23'H I L J %-- T. 30,000 GALLON I i DEVELOPMENTS IS 12'� _ EXISPROPANE ASi EXIST. SHED EXIST. CANOPY PROJECT BENCHMARK IS FINISH FLOOR ELEVATION OF SLAB 21.5 FOR EXISTING WAREHOUSE. �s (GFA=160 / 15'H) + ALL OUTDOOR LIGHTING SHALL BE SHIELDED AND DIRECTED AWAY FROM ADJOINING PROPERTY X. _ „30 21 20. x 18 17 25' REAR YARD PROJECT AREA IS APPROXIMATELY 30,800 SF (0.7071 AC) WHICH IS OUTLINED BY THE LIMITS OF DISTURBBANCE SF1 14.7+ X15.0 16 ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND-_ BUILDING SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE, INTERNATIONAL BUILDING CODE AND .--- TM 54-sR 4oLD))3sroRAGE IN 41-38 E 365.0' (( IBC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ZONE. M-1 BUILDING SHALL BE SUBJECT TO SPECIAL INSPECTIONS PER INTERNATIONAL BUILDING CODE CHAPTER 17 DRAINAGE DIVIDE PLAN SCALE1' - 50' STORM RUN OFF CALCULATIONS - RATIONAL METHOD DRAINAGE PRE -DEVELOPED - 10 YR AREA ID IMPERV AREA (AC) C CA PERV AREA (AC) C CA CA TOTAL I (IN/HR) Q=CAI (CFS) QiOik (CFS) DA-1 0.00 0.90 0.00 0.335 0.35 0.12 0.12 7.3 0.88 DA-2 0.00 0.90 0.00 0.272 .3 0.0 0.10 7.3 0.73 1.61 DA-3 0.016 0,90 0.01 0.109 0.35 0.04 0.05 7.3 G 38 .99 POST -DEVELOPED - 10 YR DA-1 0.271 1 0.90 1 0.24 1 0.064 1 0.35 1 0.02 0.26 7.3 1.9 A- D 2 0 .074 0.90 0. 7 O .1 0 98 0.35 0.07 0 .14 7. 3 1. 0 1 2.9 DA-2 0.030 0.90 1 .027 1 0.094 1 0.35 1 0.03 0.06 7.3 0.4 1 3.4 POST DEVELOPED RUN RATE OF RUN OFF SHALL BE ATTENUATED TO BE LESS THAN PRE -DEVELOPED RATE OF RUN OFF. SEE TABULATIONS ON THIS SHEET. DETENTION VOLUME VERSUS ELEVATON ORIFICE DIAMETER ELEV AREA DEPTH -_ INC ACCU M ORIFICE Q VOLUME VOLUME SF C CF ) (CFS) ) 0.5 14.20 40 0.00 A 0 0 14.40 1605 0.20 165 165 14.60 1725 0.40 I 333 498 14.80 1850 0.60 358 855 0.62425413 15.00 1975 0.80 1 74 0 1238 0 78 43965 25 15.20 2110 1.00 408 1646 0.913814476 15.40 2240 1.20 ? 435 2081 1.028464261 15.60 2380 1.40 462 2543 1.131556704 15.80 2520 1.60 952 3033 1.226010772 16.00 2660 1.80 518 3551 1.313691079 16.20 2805 2.00 546 4098 1.395874669 16.40 2950 2.20 575 4673 1.473481568 STORM WATER MANAGEMENT BASIN GEOMETRY IDES --- ----- -- --- _- - WINCHESTER' 10 YEAR 10 Minute - ::5MINUTE - STORM TIC - Pre ITC - Post TIME INTENSITY INTENSITY CA -PRE Q-PRE CA -POST Q-POST RUNOFF ',STORAGE' WATER STORAGE POND _ DISCHARGE DISCHARGE Q=CAI Q=CAI VOLUME DEPTH ELEV VLOUME OUTLET Q VOLUME & STORAGE MIN IN/HR IN/HR CFS CFS CF FT CF CFS CF 0 _ 0 0.243 - OD -- 0.433 0.0 0 0.000 ---- 14.200 - - 5 5.9 7.2 i 0.243 1.4 0,433 3.1 468 0.670 14.870 365 0.68 103 _. 467.6 90 5.1 5.9 0,243 1.2 0.433 2.6 1318 0.750 14.950 1001 0.75 317 1318.5 FIRST FLUSH VOLUME 15 4.6 5.1 0.243 1.1 0.433 ---- 2.2 __ 2033 0.950 15.150 1472 - 0.88 _ 561 - -. 2032.9 20 4.1 4.6 0.243 1.0 0.433 2.0 2663 1.100 15.300 1823 0.97 840 2663.0 25 3.7 _ 4.1 __ 0. 3 24 0.9 0. 433 1.8 2 3 28 1 .200 15.400 2088 1.03 1140 3228.0 30 3.4 3.7 0.243 0.8 0.433 _ - 1.6 3735 1.300 15.500 2278 1.08 _ _ _ 1456 3734.6 35 3.2 3.4 0.243 0.8 0.433 1.5 4196 1.350 15.550 2411 1.11 1785 4195.8 40 3 3.2 0.243 0.7 0.433 1.4 4624 1.400 15.600 2504 1.13 2120 4624.4 45 - 2.8 _ . - 3 0.243 --- -- -- - 0.7 __ -0.433 1.3 5027 _ _ 1.400 15.600 2567 1.13 2460 -- ---. _ - 5027.1 50 2.6 2.8 0.243 0.6 0.433 1.2 5404 1,405 15.605 2604 1.13 2800 5403.8 55 2.5 2.6 0.243 0.6 0.433 1.1 5755 1.410 15.610 2614 1.14 3140 5754.6 10 Yr WSE 60 2.4 2.5 0.243 0.6 0.433 1.1 6086 1.410 15.610 2605 1.14 3481 6085.8 65 2.3 2.4 1 0.243 0.6 0.433 1.0 6404 1.410 15.610 2582 1.14 3822 64041 70 2.15 2.3 0.243 0.5 OA33 1.0 6709 1 1,410 15.610 2546 1.14 4163 6709.3 75 2.05 2.15 0.243 0.5 0.433 0.9 6998 I 1.390 15.590 2496 - 1.13 4502 6998.4 80 _ 1.95 2.05 . 0.243 4 0.5 0.433 09 7271 2 1 1.350 15 550 2434 1.11 483 7 71 72 .2 85 1.9 1.95 0.243 0.5 0.433 0.8 7531 1.320 15.520 2364 1.09 5167 7531.0 90 1.8 1.9 0.243 OA 0.433 0.8 7781 1.290 15.490 2289 1.08 5492 7781.0 95. 1.7 1.8 0.243 „ 0.4 0.433 0 8 8021 „ 1.260 15.460 2208 1.06 5813 8021.3 ...... ......... 100 1.65 1.7 0.243 0.4 0.433 0.7 8249 1.220 15A20 2121 1.04 6128 ........ 8248.7 105 1.6 1.65 0.243 0.4 0.433 0.7 8466 1.180 15.380 2030 1.02 6436 8466.2 110 _ _- 1.55 - 1.6 0.243 0.4 -- 0.433 0.7 8677 1.140 15.340 1939 1.00 6738 8677.3 115 1.5 1.55 0.243 0.4 0.433 0.7 8882 1.100 15.300 1848 0.97 7034 8881.9 120 1.4 1.5 0.243 0.3 0.433 0.6 9080 1.050 15.250 1759 0.94 7321 9080.0 STORM WATER MANAGEMENT FACILITY TABULATION FOR ATTENUATING POST DEVELOPED PEAK RATE OF STORM RUN-OFF TO 1.14 CFS WHICH IS LESS THAN 1.4 CFS PEAK RATE FOR PREDEVELOPED RATE OF STORM RUN-OFF SITE PLAID 10-07 ww w zzo o QO�� W w a m z 0 a W °- (D z 0 0 a � a z w W U a F- ¢ ~n o a v w 25 Li W W J W O U z F a o o T o i- w CD z � ¢ a o as j o O z af o Q ca W Y ~ d o CwJ p� C 2 � Q J Of Ln Ln ¢ J w w Q Of Ln o 0 0 m W � o ~ = W o ) oLn t- J J w z z o z o 0 0 ¢ LLt C/) N J z z vCD - a a w o z LL', v o ca tUn cr) o z V7 (n7 W m LJ cn 0 o a o 0 0 0 0 0 cV c0 i"-) CV Q L_jN N N 0 0 0 0 0 0 W U w O w z I O W N U_ N w � z � En tL'z Qc� � cl- I w W W F-- =W Cn W F- F- � W a- O < Cn _ Lz E3�: WATER SERVICE & SANITARY SEWER SERVICE PLAN SCALE: 1 " = 30' MOISTURE PRESERVATIVE TREATED 2x6 DOGEARED FINISHED BOARD ON BOARD CONSTRUCTION 4x4x10' PRESSURE TREATED TIMBER POSTS TYPICAL - EXCEPT WHERE 2 STEEL POSTS ARE SPECIFIED FOR GATE SUPPORTS SECTION "F-F" 8"4'6' LNG STEEL POST EMBED SIDE VIEW OF 30" INTO 24" DIAMETER CONCRETE DUMPSTER ENCLOSURE FOOTER FOR GATE POSTS - TYP 2 14' DOUBLE PLCS SWING GATE 8" HEAVY DUTY TEE HINGE 3 `D FOR EACH GATE -TYP- CONCRETE FOOTER c° '; Fj I--- 24" DIA. HASP WITH 1 /2" ROD -TYP 2 SETS - ELEVATION FOR DUMPSTER ENCLOSURE NOTE: BOARD ON BOARD SCREEN FENCE ALONG EXISTING GRAVEL PARKING AREA SHALL BE SIMILAR - EXCEPT STEEL GATE POSTS AND CONCRETE FOOTERS SHALL NOT BE REQUIRED 70' MIN- 1N L VE z 0 S z 0 10' MIN --I j PLAN VIEW EX. GROUND `� f,. Es r 3 FILTER FABRIC EX. PAVEMENT SIDE ELEVATION z VDOT #1 AGGREGATE-, —12' MIN -----I EX. GROUND- ,- FILTER FABRIC J CE1 STONE CONSTRUCTION ENTRANCE REFERENCE VESCH PLATE 3.02-1 GENERAL NOTES 1 THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES 2 DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLSE A-4 IF PRECAST) WITH SUP RESISTANT INTERGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5 REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR MID -DEPTH OF RAMP FLOOR MINIMUM CONCRETE COVER 1-1/2" 6 CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER 7 CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY A HIGHWAY FACIUTY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING UGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AN USED BY PEDESTRIANS, 8 RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB 9 TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC REFER TO STANDARD CG-'I3, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH 10 WHEN CURB RAMPS ARE USED IN CONJOCTION WITH A SHARED USE PATH THE MINIMUM WIDTH SHAD. BE THE WIDTH OF THE SHARED USE PATH. 0.2 50% - 65% OF BASE DIAMETER TOP DIAMETER OY - 1.4" BASE DIAMETER TRUNCATED DOME SHEET 1 OF 4 DETAIL REV. 7/05 LOPE FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1 THE AUTHORITY's WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT www.fcsQ-water.com 2 THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL 3 THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION 4 THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY 5 FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY's ENGINEERING ASSISTANT B AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN C THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES D FOR ALL 1-1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E THE AUTHORITY WILL INSTALL ALL SEWER LATERALS 2° BALL VALVES W/ ACCESS MANHOLES BACK FLOW PREVENTION CONNECT TO EXISTING DEVICE W/ ACCESS MANHOLE FORCE MAIN 71 EXISTING 2" FORCE MAIN �- - - - ---- — LOW PRESSURE FORCE MAIN IN-L IIIE FLUSHING CONNECTION -SEE DETAIL THIS SHEET - z w U F C, 2 2" BALL VALVE & N CHECK VALVE W/ ACCESS MANHOLES 4" SANITARY 1,000 GALLON. WET WELL W/ LATERAL EJECTOR PUMP DETAIL FOR CONNECTION TO EXISTING 2" FORCE MAIN ," "' 1," TRUNCATED DOME C-C coo^�r�e 0000007v GGU 000CM0 O 000000000000 COC,O©OOOOOi3000000G000C) 0000000000c00000000 000 occo�c000c000ceocco�oco ouoc,occ�oocca000ccc00000 er- c1,cc oacoocacoc,ot000nc,00c c 0000030000000000000o000 CD VARIABLE �---4' MINIMAL PAY LIMITS !DETECTABLE WARNING D ETAI L CC-12 DETECTABLE WARNING SURFACE GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION 1,000 GALLON SEPTIC TANK SCALE: 1 " = 10' CG-12 SPECIFICATION SPECIFICATION REFERENCE REFERENCE 105 105 if line is 1 Y" to 2Y2" dia. use FORD valve w/ 2" operating nut if line is 3" or greater use gate valve SDR-21 PVC gasketed main by __MIP adapter ❑� gasketed main by 2" gasketed branch tee - concrete skid pad V-6` dia. x 66'deep finished grade --I -NS 12- Valvco, Inc valve box assembly: lid: Figure No. 7 marked 'SEWER" top section: Figure No. 7S26TO bottom section: Figure No. IBOB24 finished g rade .�., 4 stone 4"' stone7 2" SCH 80 PVC FIP cap 2" brass screw -hype nipple, 2" long roadway box 2" SCH 80 PVC FIP x with lid marked 48'f female solvent weld 36l' "SEWER" coupling PVC MIP X gasketed adapter brick base 2" .SDR-21 241" PVC •, ;•;•; —stone 2" SCH 80 PVC SCH 80 PVC 2" SCH PVC solvent bricks threaded nipple weld 90' bend with 2" bail valve w/ 2" 1 /8" weep hole operating nut LOW PRESSURE FORCE MAIN IN -LINE FLUSHING CONNECTION DETAIL PROVIDED BY FREDERICK COUNTY SANITATION AUTHORITY FINISH ELEV 2" BALL VALVE QUICK DISCONNECT 2" CHECK VALVE 6 o "Do o MYERS MW50 SERIES SEWAGE PUMP ° 1/2 HORSEPOWER -HANDLE 2" SOLIDS q o o¢ W UJ co L ¢ WET WELL & SEWAGE PUMP DETAIL SCALE: 1" = 5' A #5 DOWELS, 8" LONG g � I "AMP--� A (SEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MI SHAPE TO MATCH FACE BACK OF CURB OF ROADEWAY CURB 20:1Lr� 48:1 MAX 48:1 MAX �--2' MIN ---I SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE SEE SHEET 1 OF 4 TYPE B PARALLEL APPLICATION ROADWAY GRADE BY PERCENTAGE MINIMUM RAMP LENGTH IN FEET 4 CURB 6 CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 1 15 6 14 1 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 25 FEET REGARDLESS OF THE SLOPE CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION MAN 0 SEWAGE PUMP DESIGN SUMMARY ELEVATION 2" INVERT AT MANHOLE STA 0+00 16.25 ELEVATION SEWAGE PUMP DISCHARGE 13.50 ELEVATION HIGH POINT OF 2 FORCE MAIN 18.50 FLOW RATE 42 GPM HEAD LOSS 100 FT OF FORCE MAIN 3.3 FT LENGTH OF FORCE MAIN 475 FT FRICTION HEAD LOSS 15.7 FT STATIC HEAD 5 FT TOTAL HEAD 20.7 FT PUMP CURVE INDICATES 42 GPM @ 22 FT TOTAL HEAD try (. ` Lic. 1 16. 021548 (I CROSSWALK I) TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK I` CD I 0 n W CG-12 I a� cn a� I Cn c1a Cn cu o U �CD o II a� 3: ,— w � C�j Lei w � z v o cn cn CAI � CV CD cJ r� I 00 cn ¢ o N d wN`n z x LL- Q CD c� r cl� a C�1 O 0� LL_ Ln CD c� m Cn z a� w r� I c~n I— O C3 N Ln N � W W >< t� Q o F— z N U� W J W r� W cn J U` W N z o a ¢ � w v W o a LLJ z0 N V C cD 0 o Q � o � 0 N Z 0 0 0 I 111= Il�lll ' Cl- O O W s U A 4 FT SQUARE LANDING AREA I o OUTSIDE OF TRAVELWAY c� w � ORpSSwP�K SHALL BE PROVIDED FOR U :::> w c �I PERPENDICULAR CROSSWALK < WITHIN THE MARKED w w =� CROSSWALK AREA u7 �w w cwn w - � �_Lj SHEET 3 OF 4 I- cif Z '< _ ct w Ln Z REV 7 OS 203.06 � c r 0 �-----�. TM 54-A-74 I QUARLES PETROLEUM, INC. 6 TM 54-A-79 5, 8L _ Q --- 779 SMITHFIELD AVENU ZONE: M-2 9 GRADE ROAD SIDE z QUARLES PETROLEUM, C. Z D.B. 676 PG. 227 PARCEL 1 ✓ DB 676 PG 227 GHTw N X ti0 MATCH TEX DAY a' CO t _USE: FUEL STORAGE & - USE: PROPANE STORAGE 6�CD ao - w ' HANDLING <� - AREA 88,207 SF /`' ZONE: M1 -- - - -- _------- --1 + --- -- - - ----- --- -- _-- <„ -- - -- - -- - - - - -- -- _-------------------- -- _ _-r N o ---- - ' - ."- S as ' ----o------------------------------- o ----- ------ - o a o � . --_. 28b SIGHT DISTA C�� o S 41-38 W 370.0 - - - --`S -- - �� OZ r� o 0 0 0 0 --ci - - - - - - - - - - -�9 9= - -- - 280 SIGHT + + + SMITHFIELD AVENUE - RTE 784 + + - -- + _ ___ _ _____� r' �' __ 6 S DISTANCE________ -" O y .- N r'J ---- `1_ Ln---tD------ -- .�O .2 .J .O --- ------------------'. ---- ---- - --- - ------ - ----------- - --------------- - ----- --- ---- -- - - - - -- SMITHFIELD AVENUE (NO POSTED SPEED LIMIT - -90' OR CG-1 35'--I REGRADE ROAD SIDE DITCH RTE 784 _--- ! oti 25 MPH ON SMITHFIELD AVE) 6! < EX --- -_-- -_-_- _ _ _ -- _---- --- _- - -- -- -- -- _.._.-- - - 8" W/M ~, LLJ ----- ----- - -- --- - - - - - -- - -- __ -- Z - - - -- 6� WINCHESTER WAREHOUSING ' NORTHWESTERN ti - -- -_._ -' L4- TM 54-A-73 _ o WORKSHOP SP: 008-81 N TM 54-A-81D -----_. � -- L----- USE: WAREHOUSE �' ZONE--M=1-------------- I + USE: MANUFACTURING 720 ------------------------------------------------- - ---------------------------------- 710 690 w CDr- C70 w z w U UJ Z O � V F- J_ W Y V � Y CJ z m 4_+ + SIGHT DISTANCE PROFILE HORZ: 1 " = 50' VERT: 1" = 5' 00 0 1.5" OVERLAY ACROSS 12 4 FULL WIDTH OF EXISTING ROAD PER WP-2 FROM z SAW CUT & REMOVE STA 5+92.09 TO 12" OF EXISTING PAVEMENT STA 9+47.09 w PER WP-2 1/2" PER 12" 1/4" PER 12" SLOPE SLOPE 3 3 -------------------------------------------- a 1 --------------------------------------------- I EXISTING�I N 1 PAVEMENT VARIES /8-1 21A TYPE 1 COMPACTED STONE o 3" BM-25 ASPHALT BASE COURSE o = 7 J 1.5" SM -9.5A ASPHALT SURFACE COURSE U' C = 0 U w N ono SMITHFIELD AVENUE PAVEMENT CROSS SECTION SCALE: I" = 4' I¢ I STREET APPROACH SAME (RADIUS TO BE AS to I �A SURFACING AS MAINLINE SHOWN ON PLANS) IN �I C ROADWAY %I 0 RADIAL OMBINATION (RADIUS TO BE AS CURB &GUTTER SHOWN ON PLANS) i (ST'D CG-6) �/ 6� w 0 SIDEWALK 6" "' *Optionol Flow Line _---------- a----------- EXPA_NSIO_N_MOT ­1J NOTE: WIDTH "B" 2'-0" OR AS AJ MAINLINE ROADWAY SHOWN ON TYPICAL SECTION PLAN VIEW EDGE OF SHOULDER OR OPTIONAL FLOW LINE MAINLINE ROADWAY �Z2" L 6" 21A TYPE 1 COMPACTED STONE BM-25 ASPHALT BASE COURSE 11° SM-9.5A ASPHALT SURFACE COURSE I I I PARKING LOT PAVEMENT DETAIL I SCALE: I" = '4' 4, B ------------------ CLASS A3/(H.E.S.)% CONCRETE \ a 1 ---------- ------ -- --- SECTION C-C Scale: 1" = 2' CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE EXPANSION JOIN'i WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWAK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7" WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT IN CONJUCTION WITH VDOT PROJECTS PLEASE NOTE THE FOLLOWING: 10' PARABOLIC CURVE 8% MAX >k MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE SLOPE CHANGE Fig _ - - p EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMMITTED IN THE ENTRANCE D Q RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE : SLOPE CHANGE L�k� , D CONSTRUCTED BEYOND THE R/W EXCEPT FOR REPLACEMENT PURPOSES 5' MIN 40' MIN. FOR STREET CONNECTIO WHEN USED IN CONJUCTION WITH STANDARD CG-3 OR CG-7, THE 20' DESIRABLE FOR COMMERCIAL ENTRANCE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH SECTION A -A THE MOUNTABLE CURB CONFIGURATION GUIDELINES FOR GRADE CHANGE D SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE MEDIUM (500-1500 VPD) < 3% < 6% LOW (LESS THAN 500 VPD) < 6% < 8% OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION SIGHT r 2" 24 Class A3 (H.E.S.) \/\� o ° -i - - - Concrete .� ^ CG-6R PARKING LOT CURB & GUTTER DETAIL Scale: 1" = 2' G-11 WP-2 PROPSED ASPHALT j ISDNG PAVEMENT-J CONCRETE SURFACE I ROPOSED PAVENENT WIDENING COURSE MINIMUM 1N. 12" 165 Ib/yd z SAW CUT 3 INCHES AND REMOVE EXISITNG ASPHALT TO FORM PROPSED ASPHALT j`�AISTNc PAVEMENr---� CONCRETE SURFACE I ROPOSED PAVEMENT WIDENING COURSE MINIMUM IN 12' - 165 Ib/yd z SAW CUT A MINIMUM OF ' 2 INCHES AND REMOVE MATERIAL TO TOP OF SIGHT L w o w O o CD N J J � f�- z w � 0 � � W O � � Z W w m 0 O NE =w �m ------ ----- - -------------------1-- - w a W J z U O w O W w o w a w � n rn z w N Lq co + + p A BENCH JOINT EXISTING PROPOSED AGGREGATE EXISTING PROPOSED PAVEMENT PAVEMENT LAYERS PAVEMENT PAVEMENT LAYERS ASPHALT TACK COAT EXISTING PROPOSED EXISTING PROPOSED REQUIRED AGGREGATE AGGREGATE LAYERS ASPHALT TACK COAT AGGREGATE AGGREGATE LAYERS rLIAIN VILVV (DRAWING NOT TO SCALE) 7/01 NEW 9 0( 203.08 303.02 REQUIRED SUBGRADE SUBGRADE PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) NOTES: 1 WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DRAINGE MAY BE REQUIRED BY THE ENGINEER _RLAY 2 OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS 3 A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT -APERED END MUST 3E APPROVED BY 4 THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED PER VDOT SPECIFICATIONS _NGINEER 5 SURFACE OF WIDENING SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT PRIOR TO OVERLAY 6 MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE 7 OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF 165 LBS/SQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER THE LIMITS OF WIDENING APERED END MUST 8 ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED'T6 ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER 3E APPROVED BY 9 FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT :NGINEER TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE VERLAY SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED 1/4", 10 PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER PAVEMENT WIDENING SPECIFICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 315 720 710 E HORZ: 1 " = 50' + + VERT: 1 " = 5' o Q DRIVEWAY PROFILE HO VEf CO N ^ (Z W d O w N + 0 RZ T: 5C 5 vrrguua mparumni or iransporranon Staunton District Rev. May 1, 2004 a VDOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion guua os on and Sediment Control Regulations, and any other applicable state, federal or U local regulations. In case of a discrepancy or conflict between the Standards or Specifications _ L _ and Regulations, the most stringent shall govem. cis v o V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and o wo I I Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. w z V3. When working within VDOT right-of-way, all traffic control, whether pernnanent or temporary, �i shall be in accordance with the current edition of VDOT's Work Area Protection Manual. o cn Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of cal the VDOT Road and Bridge Specifications. a N V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including a, traffic signalpoles, unction boxes controllers etc. owned b VDOT or private / public utility Po j Y P P tY w = 0000 companies. It is the sole responsibility of the developer to locate and identify utility facilities or z CCn o 0 items that may be in conflict with the proposed construction activity. VDOT approval of these - N �' plans does not indemnify the developer from thus responsibility. � V5. Design features relating to field construction, regulations, and control or safety of traffic may be J > Q subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of CD `z any field revision shall be the responsibility ofthe developer. Cl::� o V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT _� cn cn N land use permits for any work within VDOT right-of-way. w C-) V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged o and held by the engineer and/or developer with the attendance of the contractor, various County o� n- � agencies, utility companies and VDOT prior to initiation of work. - r' V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for ::�E any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the m CT) J adjacent public roadway via a construction entrance that is constructed and maintained in z accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through w �t construction. The Developer shall have, within the limits of the project, an employee certified by r the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous o basis for proper installation and operation. Deficiencies shall be promptly rectified. CN co V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. a Q V 11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum Ll.i w w w z thirty-six (36) inches cover and when possible shall be installed under roadway drainage i- z I � facilities at conflict points. o Q cI,_ V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified o + and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V 15. VDOT Standard CD and LTD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. z V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings w shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior o to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of o the work. Unit and total prices may be obscured. g V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical as spreader. Density will be determined using the density control strip in accordance with Section Q 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction o technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT w daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative C� shall be notified and given the opportunity to be present during the construction and testing of w " the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road o and Bridge Specifications. Density shall be determined using the density control strip as Q o specified in Section 315 and VTM-76. A certified compaction technician shall perform these ; o tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present z o during the construction and testing of the control strip. o - o V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and ¢ o larger shall be explored below the bottom of the excavation to determine the type and condition o " of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT a w Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is z encountered, the foundation design and/or need for foundation stabilization shall be determined � o 0 by the engineer and approved by VDOT. J w w z v V22. Approval of these plans shall expire three (3) years from the date of the approval letter. C� a N a o v O V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as o specified by VDOT. oz V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans � W in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. r' ] CV O LLJ -Z 0 o Q a U CRAM A. MCBRIDE L+o• No. 021548 SITE PLAN 10-07 w U t� W 0 z I o Q0 W N L,J U W N w � LL ch� � z Q W �� �z n Q� U UC n- w �w W� cn aw �w cn = Lz Cn C� 0000 �