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HomeMy WebLinkAbout86-05 Marathon Bk. Sherando - Bank - Opequon - Backfilei a 0 s U Q c"i U Q ca 0 C)f 0 0 IT C] a zl Q LO 0 _o 0 0 cV N 0 3 a 0 v U y a rn C w 0 cfl m U m 0 a 'oil N ➢ z M -► N (f)_� O -► -D 00 Q I -tom P� �x ➢ 00 0 c> U'l - -i � � D (n _ - CAI n T1 W �7 I U) r` n, Z U NMI ��>00 zoo �70� r� -�o p zD D r- C ➢ Cf) O C PROJECT SUMMARY Lp,NE TAX IDENTIFICATION NUWBER - CONNECT TO EX. GAS CONNECT (APPROX. LOCATION) I A STATE EXISTING PARCEL AREA VIRGIN DEVELOPED PARCEL AREEA R_ � 83 ZONING ADDRESS ri N /F N ACURRENT USE QD TM 8 6 - 5 - G PROPOSED USE DISTURBED AREA S H I F L E T T, J O H N B. & C L A R A E. SETBACKS REQUIRED < D. B. 482 PG. 793 FRONT (WARRIOR DRIVE)) 35' ZONED: RP FRONT (RTE. 277) 50' REAR USE: RESIDENTIAL PARKING 5' Q �N -,5� -- G i INV. ,OUT = C� _ 753.33 I o rr► - O Cf (- O � cn �' �5 X C) •i mil JV. IN. = 7�3. 65 _ �G) DEDICATION 793 SF 0.0182 Ac. I \� BUILDING HEIGHT 35' (MAX.) GROUND FLOOR AREA 333.35' - - - - - - - - - - - - - - - - - N14*34'30"E 675,99' NUMBER OF STORIES -- -- -- -- -- --�_-- -- - -- -- - -- -- -- FAR ALLOWED G Cr G G G G Cam- G CT ACT_ Cam- G G G G -- Cam---- Cam- Cr G G G G_ FAR PROVIDED i MINIMUM LANDSCAPED AREA - LANDSCAPED AREA PROVIDED - 25' INACTIVE BUFFER / �, PROVIDE TEMPORARY PARKING REQUIRE N / / WHEEL STOPS STANDARD SPACES (1/2',50) 6 HANDICAP SPACES 1 /4 LOADING SPACES 0 L Z C47 TOTAL SPACES PROVIDED) Gravel UIW o POLE MOUNTED HANDICAP o m 25' ACTIVE BUFFER 25'R - - - PARKING SIGN INSTALLED a N = PARKING LANDSCAPING PER VIRGINIA STATE CODE o o n o 0° PAVEMENT AREA 90' STACKING DI ANCE o �■ ® SECTION 36-99.11. C PAVEMENT TREES REQUIRED - cn / 7%4.50 ➢ PAVEMENT TREES PROVIDED -e �- 20.00 o - --� INTERIOR TREES REQUIRED o n I V p INTERIOR TREES PROVIDED -p z °�,° > c l 7.5'R 6 C N O TOTAL TREES REQUIRED O D �, v i' ` 1 o I 729 SQ. FT. CANOPY L I PROVIDE Q -I TOTAL TREES PROVIDED 0 FIF(26'x19'-4") 2'R CROSSWALKS z O 1 �I ohms aN 8.0 , p z D - 86-A-102H - 0.97 ACRES 0.97 ACRES - B2 - WARRIOR DRIVE - VACANT BRANCH BANK W/ DRIVE THRU - 0.61 ACRES PROVIDED 35' 159'+ 74'+ 8'+ 30'(+/-) - 2,060 SQ. FT. (24' t) - 0.05 - 0.15 AC. (15%) - 0.50 AC. (52%) PROVIDED 16 1 10 11,804 SQ. FT. 5.9 ® 1 /2000 SQ. FT. 6 1.7 (@1/10 SP.) 2 8 I \ M 9 12. o' 0' 0 ' �► I NOTES: CONNECT TO EX. ELEC & -� z \ 8. o' 9. 0' PROPOSED 40.00' CG-12 ' Q7 n p 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE z ' �I TELE APPROX. LOCATION �,--�- I MARATHON BANK N _ REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. ( ) G G G 2 .00 CT► rn N C 9.0' z 2. SIGNS - SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. E E 2,060 SF 2>R --I FROM PROPERTY LINES. MAX. SIGN HEIGHT = 35'. -----_ �`^� - E 1 0 0 I 35' BRL --_ . 50.00' 5 8 R. ACCESS EASEMENT 159.79 �-N�� .5'R PROPOSED 5' PEDESTRIAN cG-t2 5�COSIDEWAH<--- DO NOT j--... ' TER 0 1.5" SM 12.5A 3" BM25.0 -8" VDOT 21 B WELL COMPACTED SUBGRADE E p m Lo �o c F 00 oN a N n � o rn � o � n" nu4n c, ....: .'..'..•.. ..'-.....•.:'.--.. _. --- 25'R ' S'R 20'R �� �S E 7 - -.... '''.: CA saga 0 SNOW WRAF �.. _ . •.:'.''.'•'••-'•.'•.�-._;-:•� �:��1'1-.a',�g:�.�....:,..•.•':..•..::�:..,':::-.':�:�'.�'.�.:.':�•.':::'::•:: _''.'.'.''•.'.•..:-�----_ L ' ((�� �--__ y 10' `L� I 151 AN 1 w ESM>. I - J DEDICATION 202.90' -' -e-i ::..:''::. --- _ ....,," •:. 5,267 SF 0.1209 Ac. 10' HIKER --- 1B ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale VC. �7 MAX. SIGN AREA = 15)0 SQ. FT. 7.5'R m 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. -SERVICE & METER I- 4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE BY FCSA N 0 TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 5, HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:48• THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 0'R ST P - -1•1GE 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 SSSEE SITE BIKER TRAIL STOP SIGN OWNER/DE�ELOPER;LpAV 69--64) AND BAR ID B. HOLLIDAY VVAI `RIOR DRI I V ._ PROPOSED SIGN R/W VARIES WITH 10'x15' SIGN EASEMENT 25 MPH A.D. . = 500 AN BAR ES: ` UGE 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. SEWER _ 0 gpN _ 8. ALL UTILITIES TO BE PLACED UNDERGROUND __-_____- -- 9.ALL FIRE LANES TO BE. MARKED AND POSTED PER FREDERICK COUNTY FIRE r-r- T MARSHALL RE UIREMEN,ITS. Q CG-11 --•:::::'':::'''•::''•::''•::'''•::'': '''' • ''''•:''''•::,;;;.'•�•'• 10. RRELANE MARKING SHALLL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. .,.-. , • .. , • ... • ......... • ..'. • ..'. •. • ..' • .. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF _ I .. THE FIRE MARSHALL. E 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304 USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. (IBC 2003 WAS ADOPTED NOV. 16, 2005 HOWEVER THE 20(00 EDITION OF THE IBC CAN BE USED UP TO ONE YEAR FROM THE DATE OF CODE ADOPTION. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12.NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER o 0 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE, _ z n (SOILS, CONCRETE:, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. o� 9 , FIRST BANK PEDESTRIAN ESMT. �---- ____ • _ - INST. # 27204 ,, ZONE: B2 i i , i i i I NOTE: * WHEEL STOPS TO REMIAN UNTIL PAVING ON ADJACENT SITE IS COMPLETED Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 20 749.59 749.40 39 15 0.49 CPP 47 749.71 749.31 79 15 0.51 CPP 48 749.92 749.40 104 15 0.50 CPP 49 750.56 750.12 89 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. R, 4PH/CS04LE 20 10 0 20 40 IN FEET 1 inch = 20 ft. 6" CONCRETE _ •r •x '•Y •Y •r-- • _'•4" STONE BASE PROPOSED SIDEWALK SECTION N,T.S, Storm Inlet Summary STIR. top to Cul out Str. No. Inv. In Inv. Out Top Elv. Type Throat INV (ft.) EX.19 749.40 749.20 753.70 DI-3B 10 4.50 20 749.79 749.59 754.82 DI-2B 6 5.23 47 -- 749.71 753.50 DI-1 6 3.79 48 750.12 749.92 754.80 DI-2C 6 4.88 49 -- 750.56 754.70 DI-2C 6 4.14 LEGEND, BORDER - WHITE (REEL.) BACKGROUND - RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS I) LEGEND TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GEMIERATE 345 T.P.D. USE CODE: 912 FIRE LANES REOUIREMENT& Fire Lane markings and I signage is required at all fire hydrants, fire department connections, curbing volt delineated as parking, and all normal and emergency access points to the sttructure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. PROPOSED CURB & GUTTER . . . . . . . . . .. . . . . . . .. PROPOSED CURB & REVERSE GUTTER • . . • . • • • . . • • • . ' PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) • • • • • • • . PROPOSED HEAVY DUTY PAVED AREA(8- 2113/3" BM-25.0/1.5" SM-12.5A)- PROPOSED CONCRETE AREA • . . . . . . . . . .. .. . . . . . •• a" a PROPOSED GRASS AREA ' . . . . .. . .. .. .. . . . . . •• PROPOSED EASEMENT AREA • • • • • . • • . • • • . • • • • • . •. ZONING BOUNDARY • . . . . . . . . . . . . . . . .. . • • • • . ZB UTILITY PEDESTALS . . . . . . . . . . . . . . . . . . . . . . . . �E EXISTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • • ' ' . PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • . PROPOSED WATER MAIN • • • • • • • • ' • ' • • ' ' • • • • • • - W i EXISTING WATER MAIN • • • • • • • • • • • • • • • • • • • • • • • PROPOSED FIRE HYDRANT• . . . . . . . . . . . . . ... . . • • . PROPOSED GATE VALVE & BOX • • • • • • • W F- EXISTING SAN. SEWER AND MANHOLE ' • • ' ' • • • ' ' • ' ' • • • PROPOSED UNDERGROUND ELECTRIC SERVICE • • • ' ' • • • • • ' • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • ' • ' • . • ' T PROPOSED GAS SERVICE • ' • .. .. .. • ' • ' • • • • • • • • G 0 Q J Z Z U L�J LLJ z 0 0 0 Z W Z 8:Z z o o 0 Of Uj = W W W cn n E 0 0 0 o � � W W W Of [if Of N I A w ERG, � T Y O z p Q Q o w't �Ow Qco _ U o t-Nz V) cn cn ; Qo �0W LLJ6 a W o U O >> o N�nW00 0 U) Q -4- U N �+ 0 Q rn v a CD O a I N � � N 0 0 0 Q p 00 N 0 � Q 0 o!i a) j 0 C) o u_ �L O wLtt � aV L _ Cn C vi O a� +0 0 a L-Li Z g CL AL W J F- Y Q M Q O - g z C9 W _ Z O w � O CU � offi Y Q � QCl C S Q � O U W O D' 0_ O O N Z QNO' 'O V I � N = m w' I � O cc w LLI U N W LL1 W J ,- W (/) 0 (n c/) F_ o c(o 0 Q U U 7) < O z 0 O v) Q w JM W D' _ T a C 0 U Q M U Q 0 of 0 0 0 I z Q 0 0 o_ 0 0 0 CV CV a 3 a H U) 0 0 v U U) a C W 0 _(D M U 0 O N c - M N Cf)_� O z -� ' 00 ➢ 0 00 cn 00�0 c7 U4 - -I (I) _ r I r D n ~ ?� n � I c n� NM ��zm m oo i U) z 0 --, Fl 3- O z ➢�� D � C 1.5" SM12.5A 3" BM25.0 - 8" VDOT 21 B WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale n" C'U1n GA CONNECT TO EX. GAS (APPROX. LOCATION) �� o � O � m rC -< C r 70 1B ;OMPACTED SUBGRADE 1 1 STANDARD PAVEMENT SECTION Not to Scale DEDICA TION 5,267 SF 0.1209 Ac. 202.90' SEE HIKERIBIKER TRAIL OWNER f DEVELOPER: L p #69-04) D B• HOLLIDA Y WARRIOR DRl VE R RIw VARIES 25 MPy A.D. .. z 5000 PROJECT SUMMARY TE PLANE EXISTING NTPARCEL IDENTIFICATION 0.97 ACRES �� N I A ST A DEVELOPED PARCEL AREA0.97 ACRES v�R ZONING B2 ADDRESS WARRIOR DRIVE N /F N AD 8 CURRENT USE VACANT TM 8 6 - 5 - G PROPOSED USE BRANCH BANK W/ DRIVE THRU DISTURBED AREA 0.61 ACRES S H I F L E T T, J O H N B. & C L A R A E. SETBACKS REQUIRED PROVIDED D. B. 482 PG. 793 FRONT (WARRIOR DRIVE) 35' 35' ZONED: RP FRONT (RTE. 277) 50' 159'+ REAR USE: RESIDENTIAL PARKING 51 e++ BUILDING HEIGHT 35' (MAX.) 30'(+/-) GROUND FLOOR AREA 2,060 SO. FT. - - - - N14'34'30"E 675.99' NUMBER OF STORIES 1 (24' t) FAR ALLOWED 1 _ FAR PROVIDED 0.05 Cr--- G G Cr- -- --- "-- Cr- --- G--"- G G- MINIMUM LANDSCAPED AREA 0.15 AC. (15%) LANDSCAPED AREA PROVIDED 0.50 AC. (52%) PROVIDE TEMPORARY J WHEEL STOPS * I PARKING REQUIRED PROVIDED - STANDARD SPACES (1/250) 6 16 ----- `' _ _ HANDICAP SPACES 1 1 Z 47- LOADING SPACES 0 0 TOTAL SPACES PROVIDED 17 POLE MOUNTED HANDICAP PARKING SIGN INSTALLED cO Cf) PARKING LANDSCAPING PER VIRGINIA STATE CODE o N _ PAVEMENT AREA 11,804 SQ. FT. SECTION 36-99.11. o ® a, ;p PAVEMENT TREES REQUIRED 5.9 ® 1/2000 SQ. FT. 74.50PAVEMENT TREES PROVIDED 6 -� INTERIOR TREES REQUIRED 1.7 (®1/10 SP.) INTERIOR TREES PROVIDED 2 7.5'R 6 N 0 TOTAL TREES REQUIRED 8 PROVIDE O---A 00 TOTAL TREES PROVIDED 8 2'R CROSSWALKS Z O 8.0' 0 20.00' M I NOTES: 0.00' cG-12 ' J CO n O 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE 2 .00' N I-r 1 N REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 9.0' z 2. SIGNS - SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. 21R -i FROM PROPERTY LINES. MAX. SIGN HEIGHT = 35'. 5 g" R. SVC. MAX. SIGN AREA = 150 SQ. FT. 7.5'R fTl 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. .5'R SERVICE & METER 4. ALL REQUIRED (EGRESS SHALL BE HANDICAP ACCESSIBLE -- DO NOT BY FCSA N - - TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTER �- ENTRANCES SHALL BE ACCESSIBLE. 20'R E 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES y OF MORE THAN 1:48. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: 20. 10 R ST -�€ _ 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 ANR BAR _ 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL 1 0, s1rWER Es - UGE FEATURES EXIST. - 8. ALL UTILITIES TO BE PLACED UNDERGROUND EX. 10, 1 ryj I 151 _ - 9. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE TRIAN E I MARSHALL REQUIREMENTS. SMT. ---.. �--..•--... " ' • ' ' '10. FlRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. �.:'•:: :: "' :.. :.:.' :'.: • THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM "`- STATEWIDE BUILDING CODE AND SECTION 304 USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING STOP SIGN CODE/2003. (IB(C 2003 WAS ADOPTED NOV. 16, 2005 AND BAR HOWEVER THE 2000 EDITION OF THE IBC CAN BE USED --'y UP TO ONE YEAR FROM THE DATE OF CODE ADOPTION. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 PROPOSED SIGN ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. WITH 10'x15' SIGN � 12.NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER EASEMENT � � N z d 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. c� (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS _ SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED 9 �' BY A VIRGINIA LICENSED DESIGN PERSON. \� -7 ,,--- 202.90' ,56 .. . . .. .. .. . TRA F. -.. - TM 86 A-102 - -- -- 10' PEDESTRIAN ---_ --:•'•:-'.-.�.:��..'•.'..'•.'.:::.:_;:.:'::':.•.'-.'•.:.:.'•.'•.�.'•.'•.'•.'..'.'•.'•,'�•"';'''•.'•.:•.'::.'.•.:''::�:'•.'::••.•.'•::�::•:-.�••:;:*,r FIRST BANK ESMT. �. INST. 27204 ZON D: B2 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 20 749.59 749.40 39 15 0.49 CPP 47 749.71 749.31 79 15 0.51 CPP 48 749.92 749.40 104 15 0.50 CPP 49 750.56 750.12 89 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. , R.4PH10690WE 20 10 0 20 40 /N FEET) 7 inch = 20 ft. 6" CONCRETE PROPOSED SIDEWALK SECTION N,T,S, Storm Inlet Summary STR. top to Cul out Str. No. Inv. In Inv. Out Top Elv. Type Throat INV (ft.) EX.19 749.40 749.20 753.70 DI-3B 10 4.50 20 749.79 749.59 754.82 DI-26 6 5.23 47 -- 749.71 753.50 DI-1 6 3.79 48 750.12 749.92 754.80 DI-2C 6 4.88 49 -- 750.56 754.70 DI-2C 6 4.14 LEGEND, BORDER - WHITE (REFL.) BACKGROUND - RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS I) TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 345 T.P.D. USE CODE: 912 FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. 1 NOTE: * WHEEL STOPS TO REMIAN UNTIL PAVING ON ADJACENT SITE IS COMPLETED LEGEND PROPOSED CURB & GUTTER . . PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) • • • • • • • . PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/1.5' SM-12.5A)• - PROPOSED CONCRETE AREA • . . . . . . . . . . . . . . . . . . •• PROPOSED GRASS AREA • . . . . . . . . . . . . . . . . . . •• PROPOSED EASEMENT AREA . . • • • • • • • . • • • • • • • • • .• ZONING BOUNDARY • . . . . . . . . . . . . . . . . . . • • • • . ZB UTILITY PEDESTALS• ••••"•••••"""'•"•- T� Fil EXISTING STORM DRAINAGE & STRUCTURE ' ' ' ' ' ' • • • ' ' ' • - PROPOSED STORM DRAINAGE & STRUCTURE • ' ' ' ' ' ' • • ' ' ' • - PROPOSED WATER MAIN ' ' ' ' • ' • • ' ' ' ' ' ' ' • • ' ' ' ' - --r W t- EXISTING WATER MAIN ' • . . . • . • . . . . . . . . • . . . . . . PROPOSED FIRE HYDRANT• .. ................ • • . PROPOSED GATE VALVE & BOX • • ' . • • • • • • • • • • • • • • • W ~- EXISTING SAN. SEWER AND MANHOLE • • • • • • • • • • • • • • • • PROPOSED UNDERGROUND ELECTRIC SERVICE . • • • • • • • • • • • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • •• T PROPOSED GAS SERVICE • . . .. ... . ..... ..... • • G 0 < Q Cn �Cn- J Z Z CD w w z M M 0 0 0 Z w a_Z o o � U U U 0 � Of Ld = w w ''� cn a- a 0 0 0 (n V) L w w w Of Q G \N l q LLl Y O J 3 Z Q 0LLi Z O o w Z v O W Quo _ v(D iW-�z cnW� N Q W c W 6 d LL O U o �'�, o °ww00 Q +' U d � Q rn ._ a) r\ O o I W� N _0 O O Q o o N o _J Q cD c0 08 Q) > m � J -'; N N C O O C) Lo r` U F- u. o L. N = cn + C vi O Q) aD 4- . c_ M fL LL Z g CL I' 1 LWA w J I- Z c� g QQ O _z C9 � o S Z En w � 0 O C9 U Y U W Q Q Ot a� O MU w 0 C11- - O O � 04 z' Q O V/ � � N , -F = w wII � O cmc w U N > w Lv -i w D Q U = Cn o U cn i_- o to z CO 0 Q U U 7 3 O o 0 n z U Z Y Z (n LLI Q � Lil _ J 0 L U LL. a U N .a c m Q cli of 0 0 0 0 IL r » n- rn ui 0 M co 0 0 N M 0 d 3 2 co co Cl ti c c>s a rn c W 'o i co T U m O d i d A 4 fil at 91/i 7" 4.,2" PLAN tCrale Roved? � ? SECTION CAST $PON 1/2 SECTION STIEEL Lugs to be � tilr_.. 1 �"" 101-41' 14"9 test ■ith color B A ah" t'l3" , 9 s4'D Lu CAST GA-V. PON STELE. Lib 3 I1at: 43,6 as. �nclucgrq attludhtq �ctor hogs one sewed weld aM 'canrwctor s to 4:011(r "!2` x 4" Stud Shear ConnectMe MOTES 1. OEPTH OF INLET ("t TO ME SIROWN ON PLANS. FOR DEPTH CRCAIER Tt4AN 10' klSt STM�DARO 01-IA 2. THE ' ' CINEW-PON SHOWN ON THE STAINDAR lS NO SPECIFIED (IN TtHE PLANS WILL BE 1IEASUP9 } FROM THE INVERT OF THE OUTFALI, PIPE To THE TOP or THE STRUCTURE. PLAIN 'N" L)"N"WNS ARE AWR' OMMIATE CK w FOR ESTWATM PURPOSES AtI+CI THE ACTUAL- LOYtD49ONS SH&L K OETERkIhIED Vy THE C0r4TRAuC7OR FROM FIELD CON1:IITION& 3. TO BE +4 ED ACC; l�IHE �E WI INVERT iT 4 DAR ID IS-1. THE COST OF FILL ISNM Add PLACING ALL ENTAL 70 THE SHAIANG IS TO BE MATERIALS M" HE 80 PMM FOR THE STfWCTUK. 4. IN THE EVENT THE wvenr OF THE OUTFAILL PIPE IS 0GHER THM THE BOTTOM OF Tt STRUCTLff THE INVERT Of THE STRLICTLlTE SHALL BE ''i1E0 +W17H aMIENT MORTAR 10 PREVENT STAtI DNG OR 'PDRII)I+IG OF WikrEP IN TWE STRUCTURE. THE COST OF FURNISHING AND PLACM ALL MATERIALS INCIDENTAL. TO ftET SWJMG IS TO 8E INCLUntO 01 THE 80 PRICE FC#t THE STRUCTURE, " SECTION 6. STEMS ARE TO K PROVOED WHEN H IS 4 -0 N CREATER, FOR DETAILS SEE STANDARD ST-t- DIM DIMENSIONS FOR COLLAR DETAIL 1� THIS iTEM MAY BE PRECAST OR tA5T•IN-KALE. CAST PON ONLY 7. * 4 X 8 Sn1 OTH DOWELS AT A?PROXWATELY 12" G-C TO 1E PLAM0 01 ALL AREAS ADJACEAT TO LtWTTING CONCRETE TO PAIVENT Hwdwore Cloth 2`•s9" SETTLEMENT. IN LIEU Or DOWELS A 2" 4" NOTCH MAY 19E PROVIDED. SEE SIANDA1RO 3" Qitirn4tlCr t'- s T-01.3. f FOR ALTERNME OES04, weep bde �... _ Se! Note 6 ^. a B. S'• DIAMETER WEEP HOLE 10M T2"Xt3'" PLASTIC KARDWAFIE CLOTH Ile' MJIES14 W 6A L VANIM t IAWTER 043". "depth Aggr- ENRON C STEEL VMRE. MKMN MILRE KAMER 4 M+ESH HARIDWARE CLOTH MCHOKO FO TO THE 00SIDE OF THE STRUCTURE. sITR.It 76 Of L,Y iMB x 6" width SERUM _' $. CAST IN PLACE CONCRETE IS TO K Cl-MS A3 tT-45"=18" or 24 ao 0000 PS'I), PRECAST CONCRETE 15 TO BE41000 Pg. +► to. AINY ALTERNATE METHODS OF *KHOFRAOE 4 . WEETINC THE APPROVAL OF THE (NOINUR p a MOORE- LMAY SE VA WS AS "Pi STITtlTED HERE R THE CAST PC" 101Y, I - J'ljl- 174 HOW" A-A z� +` CONCRETE QUANTITIES FOR MIN. E)EPTH �'',�� —•� t<A. 12" itoMfete oO& - 1-440 Cu. V'dc Cawwle SECTION C-C SECTION D-D is, tonn'#te Lam - 1.528 Cu, Ydg. Cencrete tti' twwete R109 - 1,620 Cu, Yds- Conuate 24" ConC►ett ppe } US0 Cu, Yds. Concrete GRATE DETAIL AM 0.669 Cu, Yd s. p& oftitiae+al kPot of depth. 0PPROXIVATE WEiGH7 Cost Iron Grate 363 ± 16 Ibs STANDARD DROP INLET 1211 - -" PIPE: MAXIMUM DEPTH (H) = 10' 233 VRC,,WIA 0EPM?*AENT OF TRANSP011"A1TION 302 Tf34.t]t r}2 SECTION CAST *ON - - --Vp SCCT*NSTEEL f Lugs to Iran r•3'�'�'~ sue".. td'-4`" long :2 be a rls,L4gs j PLAIN (Grote Removed) a' 19-a �" - ccow iy� `eon ,CAST GALV. ,,,.T PON STEEL. � � l>R+e srr�led 66 ±Vt* 3 37l.43.6n+tk�nqwowoM lc0w ''/2 ' x 4" Stud Shear a:olfructarz NOTES 1. DEPTH OF INLET (01 TO BE SHOWN 04 PLANS, VOR OMT11 GREATER THM 10' USE STANDARD P11- IA 2. TIDE 1111* DIMENSION SHOWN ON THE STROARDS AND SKCI IE0 ON THE PLANS WILL e3E MMEASUFn FRW THE 04VEAT OF THE OUTFACL PIPE TO THE TOP OF IHE STRUCTURE, PLAN -H- 011YEN9ONS ARE APMAMIATE CK Y FOR ES1111111LL7W6i MjRPOSES A10 WE 1&TUAL OaI+ENSI" SHALL BE DETERW"VD BY THE WNTRACTOR FROM FIELD CONINITiON5. 3. N CfFO ilhd THE PLAPls T ttVERT IS TO BE SHAPED as #tC<)AO.ANICE WITH ST.L►;NDAPD IS-1, YHE COST OF Rlf"SHM *0 PLACING ALL %ti ATERIAL.s INCIOEI�kTAL TO THE 'SHAFWG L S TO K Lt ?Eti X4 THE BID PFOCE FOR THE STRkXTURE. 4, Nil THE EVENT THE INVERT Of THE OUTFAiL,L PIPE IS MG"ER THAN THE 80TTOM Of THE STMXTttR'E THE 94VERT tiF THE STRUCTURE SHALL SE jMI,LPEp W lW iCEMIENT' MORTAR TO PREVEINT STAtY]IM OR POKIM OF WATER IN TW STRUCTtJftic. t i COST Of FLPNISHNO ARID PLAst7NG ALL MATERIALS vociTtwi`AI. 'TO INLET SHAP"G IS TO BE " LUDED N THE 610 PRICE FOR THE STRUCTURE, � SECTION 13-8 STEPS ARE TO BE CEO �tr IT IS 4-Q OR NEATER. FOR 'DETAILS %*EE S7*IoALRO 'ST-t. OWNSt+CJ K FOR COLLAR DETAIL 6_ Tli1a ITEM MAY BEPRECAST OR CAST^1F7�"LACE• CAST IRON ONLY �12" 7, 1K 4 X R" SMIDL}TW t?tlMiEl.5 AT APPROXIMATELY C-C TO 19E PLACED IN ALL. AREAS ADJACENT TO ABUTTM CONCRETE TO PREVENT Hkna,sare I,'Ipth " -I .b" SETTLEVENT. IN LIEU OF DOWELS A 2"X4" TdMEiA ILE BE LT AlE SEE MONO FOR 3" QIc ler 1+. - x AP DESIGN, F r pep t�nlr Sea Note 8 '* S.HARQgtARETER ASTtC 0,Q ' CLOTHPa,� SI#T{9R712iuiq.11lUh f8 i �1 STEEL WM*E.RLetRirltW LSIAITLFt 1i.03". ,►--�i"' depth Aggr. NONE ��il KAME;R 4 MESH HARDWARE CLOTH ANCHORED sot a 70 er C Li 11 C FIRMLY TO THE OUTSIDE OF TK STRIJCTURE. 08 It R3" witTth KHOO�3 � 9. CAST IN PLACE CONCRETE IS TO � CLASS AyS T2"-45!,-ia" nr 2441 t30d¢ PSI), PRECAST Ct�TE 15 TO K ENRON� 404t] PSI. IO. ANY ALTERNATE W-THODS OF AN04CRAM r i ' OWNER MEETING THE APPROVAL OF THE ASTENGINEER +� �y . �+ MAY E 5t18SYitUTi:t2 FOR THE CAST IRON LUGS AS SHOWN 14EREOK SECTION A -A wwwwwwxw CONCRETE QUANTITIES FOR ON, DEPTH " `�-- 4 �'�°�" 12" cencrete pipe • 1-440 CtL Yde. Concrete SECTION -{: SECTION D-b 15" tovwete pipe - 1.528 Gar. Ydo. Concrlta+ 18" cowete pow - 1,620 Cu. Ya. Comrete 24" concr*1e pipe - 1,817 Cu. Y4b. Caftrete GRATE DETAIL Am @.e69 Cis. Yda-, per odd liawtd coot of depth. Off" XIMATE WEMP-tT tact Iron Gate 363 :t is lba STANDARD DROP INLET tar _ 'tit PIPE: MAXIMUM DEPTH TJ = 1` �Y 2.33 'ViIt "IA 0tP0 tTQ.NT OF TRANSPORTAT40" 302 1134.Ot 7E 7F 9 N O X +O> W OF-Z too I PROP. GRADE 5 .— C 49 C- 48 89@0.5 0 'C�}0.50 0 15" CPP \--1.5CLE I N O N O F- U O " - N �- cr- d 6 _ y- WO 40 I U , 11 Or, ILLJ W 00 Z � II Z z Li I _ +0OZ a + 0+00 0+50 1 +00 1 +50 STORM SEWER PROFILE 0+00 0+50 STORM SEWER PROFILE E GRADE 755 O O N dam- CA II I U U U 0) MDO�O u7� W V V '- L0r-r- w Imo` d II IY II II r~ X +O» 1 +0� L1,0I-Zz F-Z 0+00 STORM SEWER PROFILE GRAPHIC SCALE Q 50' 25' 0' 50' 100' a C] 1 INCH = 50 ft. HOR/Z 1 INCH = 5 ft. VERT. 0 CC N < _dd1 I `N 1 A � a z w z O ° rW-r` �Ow 0 - V c° cn ? U) Y <L N C9 LL Z W p l,J L D U d 0 00 v vi Q. 4-' U N :t RlM � L Q O Q- O p 1 N U In L,n N -0 -0 0 (D d Q p O N O r- Jof,<[ c0 Q0 a) > L -J — N c rN c: 00 O p Ln O r- r- U I-- LL N O L >11 L. LD ai L _ (n C cn O a� to M ILLL W I-= Z < <0 5 Z o� 4 0 0- v z O U W W Q a U W 0 n Z 0 Q + rY � Z > W O cl- a o 0- Cn (n Q 7) L J N O cn L� ro Eno U W LLI W J L- W Q 0 U Ld = O cn U) O Z ID O U c.i 0 7) of r bi 0 Z Y Z to = J V) a> - CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for ,use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-70G1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Autho(ty's Water and Sewer Standards and Specifications are available at www.feso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. 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 1h" 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. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. Site Plan SHERANDO TO-WNE CENTRr", LOT 6 VIRGINIA DEPARTMENT OF TRANSPORTATION V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer 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 and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheother 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these 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 subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for 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 adjacent public roadway via a construction entrance that is constructed and maintained in 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 construction. The Developer shall have, within the limits of the project, an employee certified by 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 basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. 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 obtaines is representative of the location. When soil 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. 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 V15. VDOT Standard CD and LID 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 meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings 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 the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical 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 technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT 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 the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these 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 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 larger shall be explored below the bottom of the excavation to determine the type and condition 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 Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. 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. Opequon Magisterial District Frederick County, Virginia TMP 86-A-102i-LTT Proposed Use.- Commercial Vicinity Map Scale 1 "= 2000' DECEMBER, 2005 REVISED MARCH, 2006 MAY, 2006 Owner: David B. Hollidayy P.O. Box 2715 Winchester, Virginia 22604 (540) 667-2120 Developer: Marathon Bank 4095 Valley Pike Winchester, Virginia 22601 (540) 869-6600 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667 0364 P.O.C. Brett Lyles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman RESPONSIBLE LAND DISTURBER: NAME CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. �174 WA FA VA MAW, PIX14 STORM PROFILES MD DETAILS 1 EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works stpff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance ci the land disturbance permit for the subject project. 2. Contractor to- contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. �t LO SowSS­L i Approved by Frederick County Zoning Administrator Patton H arris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. Site Plan Approval Valid for 5 Years From Date Shown Hence Date 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540, 66 7. 2139 F 540.665.0493 LH L 0 Is- 11 D o4. MI Y, R. � � ED N0. 020674 0674 Project NuInniber:-1-0 v a 06 F7 Sheet Nu er 1 of 7 U) 70 c 0 4 Q C a M bi M O O N rn 0 0- m (D C) c to a c w a ti M U O i d 1N C. PANE VIRGIN�A STATE l% t� A� g3 N/F TM 86-5-G SHIFLETT, JOHN B. & CLARA E. D.B. 482 PG. 793 ZONED: RP USE: RESIDENTIAL \ i r � man maw wolmn\ WAM CLOD; i CLOD; CLOD, —('" ' 25' INACTIVE BUFFER / IP 754-00 ------------- \ 3 �� 19 _ p ( �/ '7c;5.70 `. -,r,e. A0 — I -7r,4.06 S YC 5 rn I - c - - a z _ �- D 2 E D 2� C _ 0 0. 1209 / SF'....`."`.,.-••_----•_..•_...,.,..�, -�._ r __.� —_.._— _.� -_ _ — `"-�-- '4•. ''a• a�'" Y�'.. r � �; a_.a • _.a ------------- r*I —LO `-- — _ __ x �Jr— -� " _ _ a - _ rr �i / .; Jn It /01 WA U I — — - / _._ ( ' / _--'''----__._._.____�—....—___._�___,,....__—__ \1—"_"-__ __�'---•-_____��.� 1 fir-. � Ciq.4PH/CSCALE 20 10 0 20 40 ( IN FEET) 7 I inch = 20 ft. S T ONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A 3, PAVEMENT 5:1 MOUNTABLE I f FILTER CLOTH 6" MIN. A (OPTIONAL) BERM / SIDE ELEVATION GROUND 70' MIN. B WASHRACK I I- REQUIRED 12' MIN, • L- VDOT M1 I �� POSITIVE DRAINAGE COURSE AGGREGATE B I TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW KL1rV�1JRLLU l.Lll',LRL IL SECTION A —A SECTION B--B to, T1 10, MIN FISTING PAVEMENT I0' MIN, I URAIN JYPI:L SOURCE: ADAPTED from 1983 ar nd Standards for Soil erosion and Sediment Control. and Va. DSK Plais 3.02-1 QRU' i rJ�lit —Ell �a!0L.: i *, Iry ,ill Fw-��►w Sr►ii.�^�►,,S�.�Lr a►ftTWO S'►���;a�►�►li�".i ►I���,��..i ►��` ��1 ►~ram♦w.� ►*+�rri♦ -a a♦ .i�IiL`I pmti���►;iir—nripp� �� , ` �, , , , , , , =1 . a ■ • SOURCE: VA. DSWC PLATE. 3.07-3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW ;�51 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric )Ater Barriers for Sediment_ Control, PIAM 3.05 mood k ffant BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN CONCRETE BLOCK GRAVEL FILTER RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT SEDIMENT WIRE SCREEN p . 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METH OD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. s GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC LEGEND EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE k STRUCTURE PROPOSED CURB- & GUTTER - ......... DRAIK#a FLOW . .. . . . . . . .. . . .. .. EXISTING. 'GRADE .... ....... .. PROPOSED GRADE ........... PROPOSED EASEMQNT AREA • • • • • - PROPOSED -SILT -FM.. • • ...' . ' — SF Sf INLET PROTECTION . ......... LIMITS OF OISTURBW ............ �• �®� eD DRAINAGE DMDE.... ...... .... PLATE 3.07-8 r • r � t U N m +' Q C3 Q C+;i 0 o i N In N c o O CD d Q 6 p N CD � Q off a� > 6 c� J T N C: c o 0 p I) O r. c) F- LL N ai O L T L (1) L = cn + c � 0 N n. Li J 0 w Z Z �. 0 Z 00 0 w W w J f— Z Q —g z_ 0 M 0 Z V) o• c� O o �U Y o �-- z e Ow W °a Q a. O S F-- fir O � ce W O ly d O LLI � Lf) O N � � cn to + N •il LL O z w ('iJ ^= CL m O Z w > w U ~Q w M LLJ z F a D ul o U U) _F U) O (7 o� � LLJ a- U U) Lu o w (n W z (p .O I— CO Qf C) �L Z Z L Y r Z - Z w o � 0 Lli _ u V— _j U -tea C f0 0 Q C z> Q 00 77 chi ai cD 0 0 N (3) N 0 a f_ U7 0 C c� IL CD C w 9 (y) U a� 0 1 f N co M N U) O -I Z -O � I, M:*-- -,g 1 O O I aJ 00 U) _ 0 - IDr7 PANE VIRGINIA STATE N/F / NAQ 83 TM 86-5-G SHIFLETT, JOHN B. & CLARA E. D.B. 482 PG. 793 ZONED: RP USE: RESIDENTIAL I ; _ _333.35' _ _ _ _ _ _ _ _ _ _ r _ N14'34'30"E _ _ _ _. 675_99` 25' INACTIVE BUFFER PROVIDE TEMPORARY INV. ,OUT j WHEEL STOPS t 1 - - - - - - - - - - - - - 4 I ` c�, I D / 25, R n) L j 47'r..... W o POLE MOUNTED HANDICAP I� I X PROJECT SUMMARY TAX IDENTIFICATION NUMBER 86-A-102H EXISTING PARCEL AREA 0.97 ACRES DEVELOPED PARCEL AREA 0.97 ACRES ZONING B2 ADDRESS WARRIOR DRIVE CURRENT USE VACANT PROPOSED USE BRANCH BANK W/ DRIVE THRU DISTURBED AREA 0.61 ACRES SETBACKS REQUIRE PROVIDED FRONT (WARRIOR DRIVE) 35' 35' FRONT (RTE. 277) 50' 159'+ REAR 50' 74'+ PARKING 5' 8'+ BUILDING HEIGHT 35' (MAX.) 30'(+/-) GROUND FLOOR AREA 2,060 SQ. FT. NUMBER OF STORIES 1 (24' f) FAR ALLOWED 1 FAR PROVIDED 0.05 MINIMUM LANDSCAPED AREA 0.15 AC. (15%) LANDSCAPED AREA PROVIDED 0.50 AC. (52%) X' 42 PARKING REQUIRED STANDARD SPACES (1/250) 6 PROVIDED 16 HANDICAP SPACES 1 1 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 17 t; I C rave cn m �, PARKING SIGN INSTALLED 1� �_ `� PARKING LANDSCAPING 25' ACTIVE BUFFER 25'R �- - _ _ _ - _ N _ o PER VIRGINIA STATE CODE-� ) ICU SECTION 36-99.11. y- rr1 �� PAVEMENT AREA I ` j C)`~'' 90' STACKING DIS ANCE " rn �-- PAVEMENT TREES REQUIRED ' ! 74.50' '?-- --` PAVEMENT TREES PROVIDED I V. IN. = 7 3.65 00 - -- ,;� 20.00' 3•� R _ __ - - o s - ��'-_� -_-�c INTERIOR TREES REQUIRED _ _ / } c7 Sa - o O INTERIOR TREES PROVIDED I} s o 00� a c 7..� R 6 _ TOTAL TREES REQUIRED -7 SQ. FT. CANOPY f + ' p -1 00 TOTAL TREES PROVIDED DEDICATION I •�, < n,, �,, Q �, I PROVIDE 3 \.: b n" z a -+ 0 27 x27 �' v_ I Z O 793 SF � ) �� � 2 R CROSSWALKS _ 0.0182 Ac. - 14' CLEARANCE M I n, �, F I . G ± s.o' - -�- STOP SIGN I • . d r,, f / ` - - ' 20.00' --' AXID PAR O Z D 11,804 SO. FT. 5.9 0 1/2000 SQ. FT. 6 1.7 (@1/10 SP.) 2 8 \ r - , 9 12. ,r o - __-- I NOTES: CONNECT TO IX- ELEC & ~~ �' � � � 9_ o' 9 PROPOSED 40.00' oc-tx - , - - - ? -I: H ASS`Y. � � � C� 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE MARATHON BANK _._.._,a---3/ /� I; 1Ot j N REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. TELE (APPROX. LOCA110N) IS \ C,- -- G- - G- __ - -- . 2 .nN 1, 0 1� i CONNECT TO EX. GAS (APPROX. LOCATION) i krri I 17TI Gi l__ - __ Z I, 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 21B /- WELL COMPACTED SUBGRADE -------- ---- _ , _ 9.0 / j MH • \,' Z 2. SIGNS -SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. ' E E E. 2 06O SF _ � - FLAT TOP �_-_ - -- FROM PROPERTY LINES. MAX. SIGN HEIGHT = 35. ---- ------ 3 ( D RItv1-75�483 MAX. SIGN AREA = 150 SQ. FT. � I 5Rg R. SVC:,` BRL - - - -- 50.00 17.5'R -' IN'.'.IN- 53 M 3. ALL UGUNG IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. �,-748.53 ATM SERVICE & METER {-' IN IN- _ 4g,33 4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE . .5 R l i. T:7' 7 - `. _ l PROPOSED 5 PEDESTRIAN 12 �,: BY FCSA cr IIv� OU cc- : > 5 C_ONSIDEWALi� N - �- TO MINIMUM EXTERIOR LANDING, AND 50% OF THE _ ACCESS EASEMENT 159:79 DO NOT f n ENTRANCES SHALL BE ACCESSIBLE. �w_ I I -5eN ER / ��' � t � ,' �------.. 5• HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES E , � 5 R �r� l _-_. � �'� - •�-:-•-'-. -..----_--- 25R 111 �.3 ' ,------� Of MORE THAN 1.48 THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. S 00 r - • • • • - � =`---" - �^' � - - 1 \ \ 6• HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 � ' VL T• :.::.�a' ::.: =:.:: : ' . ` - - - ' AA• NT BAR _ 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL '• ,.'. - -;'----••�� FEATURES EXIST -- _•.--- "! . ; - Q SAN j Lx', �- - 8. ALL UTILITIES TO BE PLACED UNDERGROUND '. -a-_. ._.. -.-_ . _ . , • .. , • . ... • .. • .. --'."`.- of - EX. 1 9. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE PEDESTRI 0 G u--,---- •.�- MARSHALL REQUIREMENTS, S2 , A N ESM T I i _ 3 �- - g 11 -o , G � W C r� ~ --'--------_____ '•'-'.'G' • ' - - 10. BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. FlRELANE MARKING SHALL A MEET THE REQUIREMENTS OF THE STRIPING CURB PAINTING AND SiGNAGE SHALL QU �. l 2 - 0 .. D 2. THE ARE M RSHALL. E 9 I DEDICATION I _ 0 d - 0.1209 Ac. - _ . _ _ 11 E GROUP _ =- r` - - 6 BUSINESS OF THE INTERNATIONAL BUILDING _.-v.._ - .BUILDINGS SHALL COMPLY WITH HE VI INlA UNIFORM �,:- STATEWIDE BUILDING CODE AND SECTION 304 USE 10' HIKER I81KER - (BUSINESS)= . __ __ - -- _ 0 (SEE SITE TRAIL __._`_ _ - EX x AS ADOPTED NOV. 16 2005 _. - -- LAN " --- - _. STOP SIGN C E/ 03. (IBC: 2003 , WNER DE�ELOPFR: pA #69-04) -� _ -__ _ .-,- -° 19 __ _ - � -• '-h , .-. __ HOWEVER THE 2 000 EDITION OF THE IBC CAN BE USED �V�i'IO:fy E _ VIp 9. HOLLIDAY j/�//I p p 0 `- 4 '; AND BAR o ON. / l - Q c7; rT. P D" I { / -T - - - _ _ _. r., v = OTHER CODE UP TO ONE YTHAT EAR FAPPLIES ROM EIS CC/ANSI DATE OF CODE A117-98 rn 2,R,.40" - V ' `-�- ' ` ' >< PROPOSED SIGN v �� x - ��,, a a a C �, m ACCESSIBLE &USABLE BUILDINGS AND FACILITIES. WITH 1 O'x15' SIGN _ 1 _-; _ RE ! - _ _. _ - - ---- . � P ;�' � � � � ._`� cn'� can --.-___._i EASEMENT �.-.- _ - . -+-�`� ��'--`-- � `o~ o � � - - 70 OF BOLA SHALL INSPECTION TO THIS TYPE OF STRUCTURE. S (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS A �^-____ �. �. �� 1 _�_..,._--- SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED • D. / T. !; Tu -' - - - - -Y X J �_-°q `' BY A VIRGINIA LICENSED DESIGN PERSON. 5000 TRIP GENERATION - ITE, 6TH EDITION ESTIMATES 8 \N1 THIS SITE AT FULL DEVELOPMENT / Y _ - - WOULD GENERA f TE 345 T.P.D. _ f I i I , V _ I 1 i I a 4 ; 1 l l r I i , � I , it I1 I r may', i , ', 18 ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale / _ ---- -> 2 7. O I U SY � - AF .i v t- Y i L O - T - __ r i ....., ..'..... i / r _ A 1 TM 86 02 0 ,. � P r. E D _ , E s �_ w -_ i cTR! _. N � FIRST BANK ESM T. __.--7�___._.._-._. . �. , � :-'G-:_::••.�: } { -T- i a : 'INST. 27204I_--- ? 0,\, �> ZONED: B2 i r Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 20 749.59 749.40 39 15 0.49 CPP 47 749.71 749.31 79 15 0.51 CPP 48 749.92 749.40 104 15 0.50 CPP 49 750.56 T 750.12 89 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. .GRAPH1C=WF 20 10 0 20 40 /A/ FEET 1 inch = 20 ft. PROPOSED SIDEWALK SECTION Storm Inlet Summary STIR. top to Cul out Str. No. Inv. In Inv. Out Top Elv. Type Throat INV (fL) EX.19 749.40 749.20 753.70 DI-313 10 4.50 20 749.79 749.59 754.82 DI-213 6 5.23 47 - 749.71 753.50 DI-1 6 3.79 48 750.12 749.92 754.80 DI-2C 6 4.88 49_ - 750.56 1 754.70 DI-2C 6 4.14 O I`0 r•7 0 STOP.. _0 LEGEND, BORDER - WHITE (REFL.) BACKGROUND' - RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE 8, CLASS 1) j USE CODE: 912 1 1 - -�-� C' C I i IN, �UT�v�I 2i------ _--------- NOTE: * WHEEL STOPS TO REMIAN UNTIL PAVING ON ADJACENT SITE IS COMPLETED r • `+ •■rrr • a , w .J r=•- M Z H Q U Z 8 REOUIREMENTi� 0 - FIHE LANE Fire Lane markings and signage is required at all fire hydrants, free department M connections, curbing not delineated as par", and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB &GUM • •-••.•--•••-•••-•• PROPOSED CURB & REVERSE GUTTER - • - • - - . • • • • - • - PROPOSED STANDARD PAVED AREA (8- 218/2- SM 12.5A) • - • • - • • - PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/1.5' SM-12.5A)- PROPOSED CONCRETE AREA . .................. - PROPOSED GRASS AREA • . .. ... . ........... •- PROPOSED EASEMENT AREA . ... ............... _ - - ZONING BOUNDARY . ...................... - ZB UTILITY PEDESTALS . ...................... . a 0 EXISTING STORM DRAINAGE & STRUCTURE . • • • • • • • • • • • PROPOSED STORM DRAINAGE & STRUCTURE . .......... .. _ PROPOSED WATER MAIN • - • • • • • • • • • • • • • • • • • • • - W r--- EXISTING WATER MAIN . • ... • ........... • .... PROPOSED ARE HYDRANT . .. ................. . PROPOSED CATE VALVE & BOX . .................. W 2 EXISTING SAN. SEWER AND MANHOLE . . . . . . . .. .. . . . PROPOSED UNDERGROUND ELECTRIC SERVICE - - • - • - • • - • - • E PROPOSED UNDERGROUND TELEPHONE SERVICE - • - - - • - • - • - - T PROPOSED GAS SERVICE . ... ...... ..... . .. ... G 0N:3 O C9 U o F w Z U Q 9z w W Q 0- LLJ o � O a � LO O Q N O + j L-,-_ f� W O w w w CL e- W 0 C) 0 2 Ld U w W N w W w z z z � rn o cn cn 0 0 0 F-- cn CI_CL � o Liao �� cn cn cn Q > > c� U z o o z Y zm L0 It rZ w = J PI) M 0 0 0 77 M U C. a= co 01 0 0 v 0 n. r 2 a 0 1P L0 N N 0 0 0 N ti M 0 z J Cfl 0 N a W U Q) 0 r� 1, 4'x 4' Post 0 Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Sal. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids, POST SET DETAIL I SCREEN FENCE DETAIL I c U-1 D INV. �OfJT = --'75.3.33 } J jl cJ, I X i 1 11 JV. fN. = 7 1 i LANDSCAPE SCREEN PLANTING SCHEDULE -AU U EASTERN RED CEDAR OR LENGTH OF SCREEN 320 FT LEYLAND CYRESS TREES REQUIRED, 3/10 FT= 96 1/3 DECIDUOUS = 32 RED MAPLE OR 2/3 EVERGREEN = 64 LITIZE LEAF LINDEN (2.0- CALIPER) PRNX: 32 LEYL!}ND CYPRESS -MIN 4' HIGH 32 EASTERN RED CEDER - MIN 4' HIGH Isi RED MAPLE 2.0' CALIPER 16 LITTLE LEAF LINDEN 2.0' CALIPER LANDSCAPE SCREEN REQUIRED W% �%%/ CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 40' 10' 1 10' 1 10' 10, 2' I 3' 1 3' 12' 3' 12' 12' 1 3, 2, 13, 1 3' 1213' 12' 12' 1 3, K� , ,&&� I "i1��l���_ O O O O O O ^ 6' 0PA011E FENCE REQUIRED AS SHOWN ON PLAN PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY QUERCUS PALUSTRIS PIN OAK 2' CAL 0 6' HIGH AS SHOWN 4 a GLEDTTSIA TRIACANTHOSINERMIS THORNLESS HONEY LOCUST 2' CAL 0 6' HIGH AS SHOWN 4 ILEX CRENATA 'HETZII' HETZ HOLLY 3 GAL CONTAINERS - 3' HIGH 3' ON CENTER 62 PLANE VIRG�N�A S1ATE� �Np�o 83 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT.' 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. N /F TM 86-5-G SH I FLETT, JOH N B. & CLAR A E. D.B. 482 PG. 793 RESIDENTIAL PRO cm in' LAN SCAPE BUFFER SCREEN / / f 1 , I Gravel DIW / 10 ' - 25' ACTIVE BUFFERPROVIDE C�OSSWAI D f \ PROPOSED 5' PEDESjRIAN i .. --- ti ---- ___ - - ACCESS EASEMENT AII t _ N 0 I — 151 A -i, T i IRA EX. _ W 291.4 1 iE•S73 -.__- fff--- �. -50on GRWAMC9V&A F 20 10 0 20 40 ( /N FFfT 1 inch = 20 ft. Prune codominant leaders Prune rubbing or - cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all boiling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips 1 1// Widen and score hole wall a.. Remove container and cut circling --v" Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. All FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB t 8' GALVANIZED GROUT ROD. BOND TO POLI #3 STEEL REINFORCE TIES ® l'-6' O.C. #4 STEEL REINFORCE BARS 14 STEEL REINFORCEMENT BARS 3 STEEL REINFORCEMENT TIES 0 V-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE JGHT POLE BASE KITH COVER PLATE IONSHRINK LOAD SEARING GROUT SNCHOR BOLTS FURNISHED NTiH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT 'IRCLE PER MANUFACTURER'S 3ECOMMENDATION. 1'-8" 4 CONCRETE BASE 'N.C. CONDUIT AT 2'-6' 3ELOW GRADE TO PANEL 10TE: Jl UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOWT TO SCALE LIGHT POLE FOUNDATION DETAIL + LITHONR KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' o$a LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. -Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling for water drainage Q�Q Li] \� � -1 J � o \ �6 3 Z OU) �wZO Ld Lj O `t`°(�e �0z V)tL� U ��Z 1w > 6 Q Iwi v U O On 00 V Uj U Q rn v CL O I N U Lo Q 0 o o J CC Q > j `f N C N rq r7 �C) ��oo lL C6 •L 0 L Q) y C v� O a� �+ C a LL_I Z � < < M 0 �S Z Q O t� U Y Q � D 0 ki 'a W a W o Q � o U M LLJ a- C CD < to 0 N O N cn w III 0 � mi CD� 0 0U ZD wW � w � f— 1--_ff Q U (n = V) z z 0� o W W ♦� 0 (_^^ W 0 0 F- N U U V) Cnn w w C o z w N - Z w = w� J M� 0 0 0 E r- rM v c LL i O O O It 0 c Q V O t17 v O O CV N M J_ f— O 00 c c13 d= rn c W 0 (O U N Q a ra general backfill backfill All backfill to be compacted to i y95% of ASTM D698 maximum r, density. v STANDARD CID stone CONCRETE CRADLE CONCRETE ARCH general backfill 24' Select CONCRETE ENCASEMENT TRENCH & BEDDINGconcrete SEPOS METER BOX and COVER METER SIM METER BOX METER BOX COVER 5/8' x 3/4' or3I4' 18 in. Dia Non -Traffic 74M32CRG Traffic A32HH-T 1' 24 in. Dia Non -Traffic MC30 (Frame) WITH RML-1-T (fop Lid) Traffic MG30 (Frame) WITH RML-12-T (Top Lid) meter box and cover 1--sidewalk--- 5 ft - 18'-21• finished 3' stone grade surrounding box I CTS polyethylene tubing (PET) 200 psi with SS Inserts• at all connections saddle with Corp Stop Opposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot intervals treated 2'x 4' with finichert top 6' painted blue Same Side 1' coupkng (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERS meter size Opposite Side Same Side 5/6'x3/4' VBHC72-18WD4444-B4 VBHC82-10WDA4A4 34 3/4' VBHC72-18WD-44-44-B4 VBHC82-18WD-44414-84 1' VBHC74-15WD44A4-B4 -NJA- INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from cop. stop to into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; cone up into meter box and terminate level with angle ball valve]. 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 concrete pad 1'-6' dia. x 6' deep finished grade 4• st screw type adjustable valve box 48' min. ocation marker stone valve restrained 'nt restraints o main .L L .......................... •L:one 18' to 24' --4 :T�n 8 x 16' solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- SEP 05 EN SDR 35 spigot SDR 35 spigot by by gasketed DR 21 gasketed bell 45° bendbell adapter SDR 358'x4' gasketed bell wye finished grade N SDR 21 gasketed Pipe and fittings SCH 40 solvent weld cap property line I — S 4' pipe at 2.00% minimum grade 36' min. 1 cover treated 2'x 4• with. top 6' painted green SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 finished grade GQG Valvoo, Inc. Fig. No. 7180E vv with lid marked 'SEWER' bottom section — of box sanitary sewer main SDR 21 —450 SDR 21_ concrete skid pad 18' dia. x 6' deep �� 4' stone Panetta Model PA4SV-CSK (4-) cast iron deanout cap with brass plug having a countersunk square head SDR 21 - cleanout pipe —brick base 6' stone bedding 21 45" bend SEWER CLEANOUT -19- SEP 05 760 755 750 32' ® 1.97 %- 6" PVC 1.5' MIN CLEAF 74-5 in r-x,) "� �L(,)Ln BOO I' Lt 7 f— = r\il III LLpl--ZZ Z GRADE 3' 1.00 % 6" PVC 5 7' -� 1.00 % 6" PVC r n J m `V O ZN I II O OC.�OI—z 0+00 0+50 PROPOSED PRIVATE SANITARY SEWER LATERAL LOT 6 EX GRA E PROP. 1.5' MIN CL AR I i rn 00 L� n II O'! — 0) _— "V 'Z� to �- 00 O+5» X » �zz CRAPHIC SCALE 40' 20' 0' 40' 80' I INCH = 40 ft. HORIZ. I INCH = 4 ft. VERT. ^V � U N O � Q rn v 0- 0 v I N Cf) N -0 -0 O p Q CV O -J Q o oti (1) > 6i J N rr) c 00 O Ln 0 r- r- OC c _ C) F- LL 'L o L � = U) + c (ri O aw LiJ J Z Q ,, U Z m O Za W ce Z W O U T O C� w o F— W Z w ow no � Q a o < 0 C) P LLJ D '7 O n o LLJ C Q M N � Z 3.1 N p t� Z O Ui W mCC W Q U) or� L Z W Ld ■/1 Y! O> W U L,.J LLJ J w c d (n 0 (n (n L- Q o J o W O S z � U U o n z U Z `s U Z cv W _ Z 0 U _J L� 411 GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Autho(ty's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. 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/z" 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. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. �.fl� I,(� III;���iL►� I��� ,;,I�'I��,i� VIRGINiA DEPARTMENT OF TRANSPORTATION 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 V1. All work on this project shall conform to the current editions of and latest revisions to the density as determined by AASHTO T-99 Method A, within plus or minus 2% of Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, optimum moisture for the full width of any dedicated street right-of-way. At the the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or direction of VDOT, density tests shall be performed by a qualified independent local regulations. In case of a discrepancy or conflict between the Standards or Specifications agency in accordance with VDOT Road and Bridge Specifications. Certified copies and Regulations, the most stringent shall govern of test reports shall be submitted to VDOT daily, unless specified otherwise V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and V15. VDOT Standard CD and UD underdrains shall be installed where indicated on Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and these plans and/or as specified by VDOT. Regulations. V16. The installation of any entrances and mailboxes within any dedicated street right- V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, of -way shall meet VDOT minimum design standards and is the responsibility of shall be in accordance with the current edition of VDOT's Work Area Protection Manual. the developer. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of V17. Prior to VDOT acceptance of any streets, all required street signage and/or the VDOT Road and Bridge Specifications. pavement markings shall be installed by the developer or, at VDOT's discretion, V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including by VDOT on an account receivable basis following the Manual On Uniform traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility Traffic Control Devices. companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these V18. The developer shall provide the VDOT Residency Office with a list of all material plans does not indemnify the developer from this responsibility. 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 V5. Design features relating to field construction, regulations, and control or safety of traffic may be VDOT Residency Office prior to acceptance of the work. Unit and total prices subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of may be obscured. any field revision shall be the responsibility of the developer. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT mechanical spreader. Density will be determined using the density control strip in land use permits for any work within VDOT right-of-way. accordance with Section 304 of the VDOT Road and Bridge Specifications and ViM-10. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged A certified compaction technician shall perform these tests. Certified copies of test and held by the engineer and/or developer with the attendance of the contractor, various County reports shall be submitted to VDOT daily, unless specified otherwise. In addition to agencies, utility companies and VDOT prior to initiation of work. checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the to any required or requested inspection. VDOT Road and Bridge Specifications. Density shall be determined using the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. shall be submitted to VDOT daily, unless specified otherwise. A VDOT Furthermore, access to other properties affected by this project shall be maintained through representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six Control who shall inspect erosion and siltation control devices and measures on a continuous (36) inches and larger shall be explored below the bottom of the excavation to basis for proper installation and operation. Deficiencies shall be promptly rectified. determine the type and condition of the foundation. The contractor shall report , V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at findings of foundation exploration to the engineer and VDOT for approval prior the end of construction. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is V11. All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. conflict points. V22. Approval of these plans shall expire three (3) years from the date of the approval V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, letter. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V23. VDOT Standard Curb Ramps shall be installed where indicated on these plans and/or ass specified by VDOT. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed V13. All fill areas, borrow material and undercut areas shall be inspected and approved on these plans in accordance with VDOT?s installation criteria. Final approval of the by a VDOT representative prior to placement and fill. Where CBR testing is guardrail layout to be given by VDOT after grading is mostly complete. required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil 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. �'111 9=1MA19,119, i /-N - W U L-1 / 1c, 'O�ENTRE LOT 6 ll'', FN, c Opequon Magisterial District Vicinity Map Scale 1 "= 2000' DECEMBER, 2005 REVISED MARCH 2006 MAY, 2006 I .. Patton arr. st Engineers. Surveyors. Planners. 1 ia; • B. Hollid"I, P.O. Virginia+! 1' •• i 1' - op-r: Marathon Bank 4095 Valley Pike Virginia 22601 0: : •':: ,► .• 11 Associates IF �ir Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 540.665.0493 LOCAL UTILITIES Frederick County Sanitation Authority Winchester, Virginia 22604 PowerAllegheny 3463 Valley Pike Winchester, Virginia •! 1 1. ; Cindy Verizon 414 da- Lane Winchester, Virginia 61' 1 ••. • ■ O., Terry Persons Adelphia Cable 1039 N. FrederickPike Winchester, Virginia •1 1) 667-0364 ihenandoch Gas P. 1 Box 2400 Winchester, Virginia .1 1 .• 9P.O.C.• a RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. i GRADING & EROSION CONTROL , ©: I STORM RO MD .1,_ A.. EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -Toying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. N U t S 2 �. >3 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date I7 n CT1 Z U) NMZ- �0-Z0) m mo l o -;DO m z ➢moo D 1.5" SM12.5A 1B ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale n" cu4n rA CONNECT TO EX. GAS (APPROX. LOCATION) 1B ;OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 20 749.59 749.40 39 15 0.49 CPP 47 749.71 749.31 79 15 0.51 CPP 48 749.92 749.40 104 15 0.50 CPP 49 750.56 750.12 89 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. ,GRAPH1C=WE 20 10 O 20 40 /N FEET J 1 inch = 20 ft. 6" CONCRETE PROPOSED SIDEWALK SECTION N.T.S. Storm Inlet Summary STIR. top to Cul out Str. No. Inv. In Inv. Out Top Elv. Type Throat INV (f.) EX.19 749.40 749.20 753.70 DI-313 10 4.50 20 749.79 749.59 754.82 DI-213 6 5.23 47 - 749.71 753.50 DI-1 6 3.79 48 750.12 749.92 754.80 DI-2C 6 4.88 49 - 750.56 754.70 DI-2C 6 4.14 1E PLANE VIRGIN�A 51l N/F �NAp 83 TM 86-5-G SHIFLETT, JOHN B. & CLARA E. D.B. 482 PG. 793 ZONED: RP USE: RESIDENTIAL N 14'34'30"E _ 675.99' PROVIDE TEMPORARY WHEEL STOPS * _ r}- r7 O OST0 0 30" LEGEND, BORDER - WHITE (REFL.) BACKGROUND -- RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS i) 74-56 r -� Ik i� 0 `�. --- I - 10 -100 FLAT T"OPMH P; q_753.O IIj\,I\,. IN = 748.53 m iNN/.1, - � g 33 n r 1 r ,r 5,7 lr 7.12i NOTE: * WHEEL STOPS TO REMIAN UNTIL PAVING ON ADJACENT SITE IS COMPLETED LEGEND J q PROJECT SUMMARY TAX IDENTIf1CATION NUMBER 86-A-102H 4 ; z � z EXISTING PARCEL AREA 0.97 ACRES z o ° I ° W DEVELOPED PARCEL AREA 0.97 ACRES _ �-"� z ZONING B2 v�i Q W W Uj ADDRESS WARRIOR DRIVE o o a CURRENT USE VACANT o PROPOSED USE BRANCH BANK W/ DRIVE THRU DISTURBED AREA 0.61 ACRES SETBACKS REQUIRE PROVIDED FRONT (WARRIOR DRIVE) 35' 35' a FRONT (RTE. 277) 50' 159'+% U REAR 50' 74'+ U) t PARKING 5' 8'+ BUILDING HEIGHT 35' (MAX.) 30'(+/-) GROUND FLOOR AREA 2,060 SQ. Fr. Q NUMBER OF STORIES 1 (24' f) FAR ALLOWED 1 v 0- �_ FAR PROVIDED 0.05 O I MINIMUM LANDSCAPED AREA 0.15 AC. (15%) M L LANDSCAPED AREA PROVIDED 0.50 AC. (52%) o 0 p d N 0 PARKING REQUIRED PROVIDED -I Q � co STANDARD SPACES (1/250) 6 16 > m HANDICAP SPACES 1 1 LOADING SPACES O 0 TOTAL SPACES PROVIDED 17 +rn c r--) C: o 00 PARKING, LANDSCAPING CL F- U. PAVEMENT AREA 11,804 SQ. FT. PAVEMENT TREES REQUIRED 5.9 0 1/2000 SQ. FT. N PAVEMENT TREES PROVIDED 6 L 0, INTERIOR TREES REQUIRED 1.7 (@1/10 SP.) L INTERIOR TREES PROVIDED 2 03 TOTAL TREES REQUIRED 8 = U) + TOTAL TREES PROVIDED 8 C v� O aD NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE a W REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE 2. SIGNS - SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROPERTY LINES. MAX. SIGN HEIGHT = 35'. MAX. SIGN AREA = 150 SQ. FT. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4, ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:48. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 8-ALL UTILITIES TO BE PLACED UNDERGROUND 9.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. Z 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304 USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. (IBC 2003 WAS ADOPTED NOV. 16, 2005 HOWEVER THE 2000 EDITION OF THE IBC CAN BE USED UP TO ONE YEAR FROM THE DATE OF CODE ADOPTION. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12.NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER V J 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 345 T.P.D. USE CODE. 912 MIRE LANES RE0411REMENM Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. PROPOSED CURB & GUTTER . . ........ . • • • ... •. PROPOSED CURB & REVERSE GUTTER . ...... • .. • ... . PROPOSED STANDARD PAVED AREA (8' 21B/2- SM 12.5A) . • . • • • • - PROPOSED HEAVY DUTY PAVED AREA(8' 2113/3' BM-25.0/1.5' SM-12.5A)- PROPOSED CONCRETE AREA ....... - ,. PROPOSED GRASS AREA . . .. . . . .. .. ...... .. - PROPOSED EASEMENT AREA . ................ .. _ - - ZONING BOUNDARY . ......... ............. - ZB UTILITY PEDESTALS . ...................... . O [11 EXISTING STORM DRAINAGE & STRUCTURE . ............ . PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • _ PROPOSED WATER MAIN• ••.•.••.•.•.•••••••.- --- W EXISTING WATER MAIN . .... • ................. . -... , t✓ �_-_ -_._ PROPOSED ARE HYDRANT . .. ................. . PROPOSED GATE VALVE & BOX . ................... --N---4 Wt-- EXISTING SAN. SEWER AND MANHOLE . ............... --- _(----+s. S. I - PROPOSED UNDERGROUND ELECTRIC SERVICE . • • • ...... • . E PROPOSED UNDERGROUND TELEPHONE SERVICE • . • • . • • .... • T PROPOSED GAS SERVICE . ... ...... ........... G Fes- h 1cf)- w w w 0 0 0 Z z z z 0 0 0 � W Of W w w w CL Cl- a_ 0 0 0 w w w V) (f) U) > > Lr)I-_�Y I r7 �z Ne Z U S M 0 gz o S w Z cr_0 T0 io o[5 V QW :3 in W CL Q v w 0 rz d 0 0 N Z o + � � � W N L� O T l� wf 0 cV > W W 10 -0 J Q W w � � V) H o0 Q U C) Z z � Y 0 zip W M T o 0 U r- SjATE pLPN� VIR�IN�A NAD 83 N/F TM 86-5-G SHIFLETT, JOHN B. & CLARA E. D.B. 482 PG. 793 ZONED: RP USE: RESIDENTIAL -.. ; .43_ 4'- 30"E rr4Z�H � , / . . — ® tcae sv � / eoss msra .:a ae� m eia � w7s s ® e® ® e•® omm ae® ® w•Qae v� ' ® m® CLOD; i �� �LOD' 'LOD; T l v 25 INACTIVE BUFFER /i �� 0. 3 I I P 754.00------------- _755.705 754.80 _-- ------ 754.06 I 'L .-- _ it 54.7 I i Gro I D/W , 55.80 7 25' ACT BUFFER I P s I 7 ACTIVE U ER I H P 75` s ss _ - 7 3.6 �\ 1 6.2 55.6b co 6 �, -_ � ._ t I. - 756, 0 756.3 IN t I 1;v�, O -'10 55.50 PROVIDE - 'Y C.is n ,� 755 — — - CRO SWA - l� 756 70 ,. P I 56.0FFE — 756.30 7 IAH_ 5. f 0 i c, 755.00 55.00 Cj-=—`-`'--' 60 7 ,... 5 ---------- —--_ r _ _ 5 W \. .20 ., � 35 B - R `� ..0 55 — o PROPOSED 5' PEDESTRIAN 6• ' : t3" �� --- 50 ACCESS EASEMENT .OG-12 c 75.6.30 CO EWA� 75 : I�117::., u0 a I 0 •.,� ,`sue _- - 0 MONO IP _ 0 --LOD -- 4. 8 I -r< L D 5 _ 75 Es _ 75. 7 � 755.50 155' 0 x� r. E � q. a -„ 0 C b 2 2 . - ' rZD Co r ' i, J -- _ Fx `L0 D, -- - Ln WARRIOR DR/ /Eo = U' Cr�z o _ _ r n a, J' r- CP _ _ li 0 _ Lv a % _ul .- .... =':: • :'ex -- _--- — -- - - - ab- i \ / t a • 0 4P111csc4LE 20 10 0 20 40 IN FEET inch = 20 ft. :•i r SIDE ELEVATION GROUND 70' MIN. D WASHRACK REQUIRED 12' MIN,• L- VDGT 01 I r� POSITIVE DRAINAGE COURSE AGGREGATE D I TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PL AN LAN VIEW FILTER CLOTH REINFLn SECTION A -A SECTION 8-13 10• T 10, MIN. EXISTING PAVEMENT 10' MIN, I 3' MIN. 3' MIN. 11NRLV J IF11-L SOURCE: ADAPTED from W 4a*rid Standards for Soft erosion and Sediment Control, and Va, DSWC Plate 3.02-1 OVERFLOW RUNOFF - WATER WITH SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 1 k51 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05- berrood k W BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET o WIRE SCREEN ..FILTER RUNOFF OVERF WATER WITH FILTERED WATER SEDIMENT TV SEDIMENT WIRE SCREEN 2" X 4' WOOD STUD CURB INLET 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. s GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC LEGEND DMNG STORM DRAINAGE k STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB- & GUTTER - - - - - _ . _ .. DPW)" FLOW .............. I . EXISTING- -GRADE ................--�SQ PROPOSED GRADE .............. PROPOSED EASEMENT AREA......... . PROPOSED -SILT -FENCE ...... ... . SF SF — INLET PROTECTION ............. eo OD LIMITS OF DISTURBANCE ............ mm (OD DRAINAGE- DMDE................ me,—m-1 � -r—'m PLATE 3.07-8 WWMoo" '" . . • r V 6 Q. 4- U m- cc Q Cy) Q) o i (AU Lc) N o o O �t Qa 0NO _ j Q > c� oi N raj c 0 0 In r\ r\ N o L � L � L = Cr) + c� O N Q) !� cj) CL Li `I 71 o Z Z a C.) 9Z 00 0 w LLJ W J F-- Z Q —g Mo Ez Z O — O LAJ 0 p F —_ w O Q• W °d cy w W �Q 0- 3: O ~ M P LLI -� o a n CD LLJ Lo L0 N � � W W O w = m �— o } W c� Lil U Ld I>_ O � F- Q w Q O,^^ '=nn a V l V I V l O V � I) n- Wp 00 o z c0 LEI O I> u U Of 73 3 Q O z o o U z Y z w O LLJ z w � = wM 0 o v �•- b 4 is f Post { Ell Post Hole with i Part r( Dry Concrete Mix and 1 Part Excavated Sal. Thoroughly Tamp Concrete M'a and Sal to Eliminate Voids. POST SET DETAIL i SCREEN FENCE DETAIL I ,� 1v cri - -.-!'I INV. ;;0 'i� ,- LANDSCAPE SCREEN PLANTING SCHEDULE EASTERN RED CEDAR OR LENGTH OF SCREEN 320 FT LEYMND CYRESS TREES REQUIRED, 3/10 FT= 96 1/3 DECIDUOUS = 32 RED AWLS OR 2/3 EVERGREEN = 64 LITIZE LEAF LINDEN (2.0" CALIPER PRXDE: 32 tEYUWD CYPRESS —MIN 4' HIGH 32 EASTERN RED CEDER — MIN 4' HIGH 16 RED MAPLE 2.0' CALIPER 16 LITTLE LEAF LINDEN 2.0' CALIPER LANDSCAPE SCREEN REQUIRED %r ffi' CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING AA' qW 6' OPAQUE FENCE REOU/RED AS' SHOWN ON PLAN .-PLANTING SCHED ULE BOTANICAL. COMMON NAVE SIZE SPACING QUANTITY WERCUS PALUSTRIS PIN OAK 2' CAL ® 6" HIGH AS SHOWN 4 `tit GLEDff51A TRIA MMOSINERMIS THORNLESS HONEY LOCUST 2' CAL @ 6' HIGH ... AS SHOWN 4 r' ILEX CRENATA 'HEIZII" HETZ HOLLY 3 GAL CONTAINERS - 3' HIGH 3' ON CENTER 62 PANE VIRONIA �N�D 83 A.D. T _Bonn OR.o4pHICSC.4LE 20 10 0 20 40 ( /N FEET 1 inch = 20 ft. SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMU 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 1BS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE' APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. I. N /F TM 86-5—G SHIFLETT, JOHN B. & CLARA E. D.B. 482 PG. 793 RESIDENTIAL Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket I Widen and score hole wall Remove container and cut circling roots if container —grown, or as much burlap as possible if field grown DO NOT prune terminal leader or branch tips l � Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling — Area for water drainage Leave solid soil pedestal — do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL — no scale SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL. REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6' D.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED EDGES HAND RUB FINISH ON SURFACE OF CONCRETE AND ALL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF S-0" CURB I GRADE --- 8' GALVANIZED GROUND ROD. BOND TO POLE. #3 STEEL REINFORCEMENT TIES @ V-6' O.C. #4 STEEL REINFORCEMENT BARS LIGHT POLE EIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8' 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6' III BELOW GRADE TO PANEL NOTE: — ALL UNDERGROUND WIRING TO BE IN NON—METAWC CONDUIT -------- ------ 1'-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' o& LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. h O 0 rr CO Q0 O O w w O O Z V V O F- ~ a_ z z a o tr V V V wWo 0 0 L7 � LLJ LiJ Of Of rr• ' � err RIM w I y z o << —:g M0 Z0 O io Wz W =) W p Cr.W Q CL 0 W M w j O rz Q LO 0 N w O w LE N 11 —�� W M r O W V_ U i V > wW _ w :D Q U = M 0 U) cn 0 z o_j N Q M ov O 7) � Ld O z Z Y Z w _ r _j 0 0 C) Cl) U CL (13 C LL C)f 0 0 d- a z c 18r,C select backlill241 All backfill to be compacted to 6' • •:d' maximum i v density. stone STANDARD concrete stone ;;, CONCRETE CRADLE CONCRETEARCH general backfill concrete CONCRETEENCASEMENT TRENCH & BEDDING SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8' x 3/4' or 3/4' 18 in. DID- Non -Traffic 74M32CRG Traffic A32HH-T 1' 24 in. Dia Non -Traffic MC30 (Frame) WITH RML-1-T (Top Lid) Traffic MG30 (Frame) WITH RML-12-T (top Lid) treated 2'X 4" with meter box top 6- painted blue and cover finished grade --sidewalk—►' --- 5 ft �" 1 meter by fmished 3" stone 18'-21' \ F. .SA grade surrounding box W-10' \\ 1' CTS polyethylene : / tubing (PEn 200 •.• •--?iFiii:i .......:•:. = \ PSI wkh SS Inserts .... ' 'r" 45°cr: at all connections . \ saddle with:.:::.:::;:" ' min.'.' min.�`8 mlrimfri. Corp �P stop " opposite side :: ':. _: -:::61 : :::. :.�............0 12 gauge insulated copper wire for line Same ride 1' coupling tracing, taped at 10 (PJ X FIP) C1444 foot intervals with SS insert and MIP plastic plug COPPERS meter size Opposite Side Same Side 50x3/4• VBHC72-1BWD-4444434 VBHC82-IOWD4444-04 3/4' VBHC72-16WD4444-B4 V13HC82-18WD-4444134 1" V13HC7415WD4444-B4 -N/A- SDR 35 spigot SDR 35 spigot by by gasketed DR 21 gasketed bell 45' bend /bell adapter z `SDIR 21 gasketed SDR 35 8' x 4• pipe and fittings gasketed bell wye SCH 40 sohrem weld cap Droaerty INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall nm from one foot beyond sidewalk, across the street, to one foot beyond sidewalk b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to Into the meter box [wrap wire around core. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle hall valve]. SEWER LATERAL 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION FOR MAIN WITH COVER 15 FT OR LESS -7- SEP 05 -17- SEP 05 concrete pad V-6' dia. x 6" deep finished grade 4' st screw type adjustable valve box 48' min. ocation marker stone valve restrained nt restraints main �. t: .r? �! y• L Lone 18'to24' S'x 8'x 16" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- SEP 05 finished grade concrete skid pad ;� Y= 18• dia. x 6' deep 10' 4' stone Panella Model PA4SV-CSK (4-) Q(�Q Valvco. Inc. cast iron cleanout cap with brass �� ,7r� Fig. No. 71 BO plug having a countersunk square c�L5lJL1 L5� with lid marked head v�v •SEWER' SDR 21 - cieanout pipe bottom section of box brick baste r_ sanitary a"y `•� sewer main SDR 21 wye�' �• 6 " SDR 21 W bend 45° k-+ . SDR2 �=r 6" stone bedding SEWER CLEANOUT -19- SEP 05 760 755 750 32' I 1.97 %- 6" PVC 1.5' MIN CLEAF 745 P'0 00000r, �o x+O>>> �Zzz EX GRACE P OP 1.5' , !N CL I AR I �1 G) CID O 01 n Z �1 II L > — z o ?o 0°0 >> x+c -- - `-z ( 0+00 0+50 GRADE 3' �-- @ 1.00 % 6" PVC 57' -® 1.00 % 6" PVC PROPOSED PRIVATE SANITARY SEWER LATERAL LOT 6 CRAPHIC SCALE 40' 20' 0' 40' 80' > INCH = 40 ft. HORIZ. I INCH = 4 ft. VERT. i i • V � U �A\ W � � L Q v Q O � i N -D o o d Q U N O -J Q co (-0 oil > 0 � J �It N C tsj c 0 0 C) In r r W a 0 F- LL 'L o 0 L � � L _ (n + c U) O a Li 1i �•J w J H 1= Z � 0 gza WM S Z ce W�:n 0 �0 LJ F W Z -W o 2k j W W Q a O � 0 � i- U M w O fY Of, w CD M o N W H L Z N O t� o w � V) o Z � w SW i- W U 'Q 'J` p � � Q w Q U f- LLJ w T- o (n (n a oU �w (Un W J O LLJ s rr z (O -o ~ OC) `) U z o o O co w 0 0 w _ U w'" --I r i n. cB U c m Q a= c�a DI 0 77 0 �t 0 n. r ai a rn 77 iri O M co 0 N M 0 (L 3 2 0 U c m a s� c W O , (M m 0 (L LIT PLAN tGrote Removed) 1 4''2" j 1/7 SECTION CAST IRON I/2 SECTION STEEL Lu to be 1d,`d„ +anq with GofiOr � p',�1�2.� A c i 1 CAST GALV. j optional r Breea Ribs 1112-Lit u Lugs 9 PON STEEL Orle sewed 3 1@t. 43,lt 4ps. lays ar+e+eclara connector#o tall0r 60 4 $/; Y 4" (Stud Sheor Connectors t2' 9o/p` t SECTION B-8 OWNS" FOR COLLAR DETAIL CAST VON ONLY ^^ Hwdvw* Cloth 2'•t3 ` 3" Oiomtter *cap hde i'- Set "041 8 �-#1 depth Agg. or INDOOR 08 x 6"r;4th SUNNI ' or 24" MOVIE SECTION A -A -•�-� CONCRETE OUANTITIES FOR MIN. OEPTH `•"--.4 VA, NOTES 1. DEPTH OF INLET (W TO OE SHOOIN ON P'LA14S. FOR DEPTH "CATER THAN 10' tM STANDARD 01-IA 2- THE 'W' DIWENSrCN SHOWN ON THE STONDARDS AND SPECIFIED SIN THE PLANTS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "N" D11EItiIMNS ARE APPROMMATE CKY FOR ESTWAY94 PLPtPCSES NO TIME ARCTUM- COAMONS SHALL BE OETEFMt;>ED 5Y THE CONTRAuC70R FROM FIELD CONDITIONS. 3. WHEN qKCIrIE1D ON THE PLATS THE INVERT 15 TO BE SK*t CO N ACCORONNCE %"TH STANOAR0 tS•1, THE Cd3T Or E'URNN5tIIING PND P..ACaMiG A4 INCLUDED IN THE 610 PRIX FOR IM 51MArIUM. 4. IN THE EVENT THE INVERT OF THE OlUTFAILL PIPE 1S NIGHER THM THE BOTTOM OF 7K STFWTt ft THE INVERT Of THE STRUCTURE SHALL BE ?0• 101 WITH CEMENT MORTAR TO PAEVENIT STMDOX OR PONOW OF WATER IN THE StRUCTuM. rl£ COST OF FLRMSHIt4C A W T'LA1CM ALL MATERIALS NCIDENTAL TO INLET SK4PI G IS TO 8E INCLUDED IN THE 90 PRICE FOR THE STRUCTURE. S. STEPS ARE TO K PROVIDED 91lp4EN■ H IS 4*-0' OR GREATER. FOR DETAILS SEE STAND -APO ST-t. fr- THIS ITEM MAY BE PRECAST OR T•IN-ftACC. 7. # 4 x 8" 'SMOOTH DOWELS AT AP!PROXWATELY 12" G-C TO BE PLACED IN ALL AREAS ADJACENtT TO ABUTT*C CONCRETE TO PREVENT SETTLEWNT. IN LIEU Or DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STAHDA RO T•DI.3.4 FOR ALTERNATE OESIcK 8. H MWARET CLOT" 11%ER WEEP -MAESHLE TDR G'TIC ALIIAWIZE4i STEEL MIRE, MIKIIAN WIRE OIA%KTER 0.03". NitAwAKR 4 MESH HIWR17WttARE CLOTH 114CHORED FM21p[.Y TO THE WSME OF THE STRUCTURE. 9. CAST IN PLACE CCIWKTE 15 TO K CLASS A3 0000 PSI), PRECAST CONCRETE 15 TO BE 40,00 Pg. 10. ANY ALTERNATE WETHOD5 OF ANCHORME MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED F(Ia THE CAST PON LUGS AS SHOWN HEREON, 12" coxtete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D t&' torwtte pipe - 1.528 Cu Ydt Concrete t8' concrete p4m - 1,620 Cv. Yft. Concrete 24" CCMCFate P709 - 1.$t7 Cu. Ydy. Con evete CRATE D'E T AIL Am 0,649 Cu, Yd$. !per ruN 6000116ot of depth. APPROXIWATE WWE►GH7 Cam tors orote 363 i IS Ibt STANDARD DROP INLET 12 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 VWGINIA OEPARTNE14T Of TRMSPORTATICN 302 �1047-01 _ Ot- t 911 2'. T.., Sq PLAN (Grote Removed) 1/x SECTION CAST tPON � -1lz SECTION STEEL NOTES 2,.711 i. 21/2" * 21/2" r R/i' 1. OEPTm OF m&ET cm TO 1E SHOWN 04 PLAMS- L ; to tie IW-4" kmq FOR DEPTH CKATER THAN 10' USE STANDARD cast to tW10r r- 31yz � 01- IA 8 B 4. *0 ,9KCIFCO Ohl THE PIN,N 5 �L B� AftOs A j MEASURED FROM THE WERT OF TK OUTFAIL, CAST GALV. PIPE T4 ?HE TOP or THE STRUCTURE, *W j tRQN STEEL 40" wdded PLAN 01VENS14N5 pot AiPPE>s(TkIMATE um I FOR ES1IMj%W4 INVIPOWS MQ T11E ACTUAL ! n • f!0 .* I O"NSIONS SHALL 8E OETERMIHM 1 Y 1HE ti4ncll ra 3 11at. CONTRACTOR FROM FIELD CONDITICNiS. l�re>ta FKbs-wt 'New ON ilatludieq intkr4Tii14jycannett*ra 4. WKN 'SPECIFIED ONTHE PLANS THE INVERT IS lugs stars TO BE Sli PED N ACCOROMCE M111HI STANDAP.0 to Collor IS-1. THE COST OF FUN*:FLISHING *0 PLACING AL'L MATERIALS INCIDENTAL TO THIE SH~ tS TO BE 3wCtuOCO IN THE BID PMa FOR THE STRUCTURE. p/s, 3t4" Lugt '/2- x 4" 4, INTHE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE -- Stud Shea Stud Shear STRUCTURE THE nvERT OF THE STRUCTURE SHIALL BE �ki E 0114 CEMENT MORTAR TO 12" OR PfiCOST OF WATER T STRERUCT URNIS IN 7NE STRUCTi1itE. 1'iE COST OF Ir�RSHING IN THE K II.,•.^.'^^^'^^ Al�fl PLAC1h1G ALL MATERIALS W=NtAL TO INLET SHWAIPfH�Ei IS TO KINDLU0EC IN THE 810 PRICE fOR THE STRU�CT'I3K. SECTION - $. STEPS ARE TO ENE PROYIDEO WKN M dS 4-Q" OR i;REATER. FOR DETAINS SFE STA DAM ST-1. OMENJONLY COLLAR DETAIL 6- THS ITEM MAY BE PRECAST OR CAST -ON -PLACE - CAST 7, se 4 x $" '$IYD4TN E40Mi€LS AT APPROXIMATELY 12" C-C TO BE PLACEO IN ALL AREAS ADJACENT D TO ABLITTIYG CONCRETE TO PREVENT 4,•2., Hicsrda ae CIvtI+ •_ :• Cloth Z .b„ SETTLEMSETTLEMENT.INLIEU OF DOWELS A 2" w NOTCH MAY BE PROVCED. SEE STAWNi}ARD 3 De 1.,3_ a T-01,3, 4 FOR ALTERNATE DESIGN, 0 a v i-I�l� a' weep bole SEA Note 8 9. 3" DIAMETER WEEP "OLE 'MYTH 12" 02" IP'f.A'STIC HARDWA1RE CLOTH Ili" WESH OR GALVANIZED r + r 4- depth MEMO STEEL WIRE, WPAtN *K 01AWETER 003 MAJOERt "a SIX Gcr b$ 78 r � F TO THE OUTSIDE TK STRUCTURE. • 12. 08 it $" width 4. CAST IN PLACE GONTE IS TO EIE CLASS 43 TO 'BE c4iA +miry or 24" � 43000 PSI), PRECAST CONCRETE 15 4000 PSI. a rt ;q r s �,�,,,, 4t���������U� tO. A NV ALTERNATE METHM OF A NICHIOWE D (�ME ll] � NONE NEET4NC. THE A tU1Ct) F {IF t4# ENtiNEER wAY 6F: SUB5T1tUtEL7 F�itT T� CAST tat#'4 ��+eA� LUGS AS SWWN HERECft SECTION A -A CONCRETE QUANTITIES FOR MIR QEPTH 1-e 12" cowete pipe - 1.440 Cu, Yde- Concrete 'SECTION C-C SECTION D-D IS" taetratt poe - 1.526 Cu. Yds. Concrets In" caftrete pipe - 1.620 U. Yd4. Concrete 24" concrete pipe - 1.817 Cu. Yda. Concrete CRATE. DE T AIL AM 0.A69 Cu. Yd#. per add Good Toot of depth. rwPPRO"MTE WEIGHT Cast tan ffi Grate 363 -± 18 Ibe 101 STANDARD DROP INLET `IFU 12 - 4" PIPE: MAXIMUM DEPTH (H) = 10' 233�. VtRGKA OEPARt4ENT OF TRANSPORTAT40Nt 302 1A4.41 755 750 00 0 t 00d0' 0) u71\ I- �zz 00 II - O X +O» wc*--Z Z 219;� P ROP. IRADE C 7 49 C- 48 gg' @ 0.5j : ' @ 0.50 0 15" CPP �Kb CP1 1.5' IA IN I U N 600 �IAn I U w on II w 00 II Z rri Dad tZ a O a I + PO 0+00 0+50 1+00 1+50 STORM SEWER PROFILE (0 Iq 00 �LO 10 0Z 0+00 0+50 STORM SEWER PROFILE 0 000 N Cq II I U U U rn 1L � 00 '4: LO0) O 000)d0- 0r tY r- II II r- cnOilzZCnc6IIO X +O» I + O> wOF-ZZ i--Z 0+ 00 STORM SEWER PROFILE GRAPHIC SCALE a 50' 25' 0, 50' 100' 0 I /NCH = 50 ft. HOR1Z 1 INCH = 5 ft. 1/ERT. 00 N 0 RRC_ _a�• Ell w J Z <MO �_ U Q 9Z5 0 Z Of O O 0v O W W Q Q � 0- O 1- MU w 0 Z Q v 2>j _ w Q- cn Z j W O C) a r w V N � Q L J z N 0O W V) M Q U w co LLJ W Q� v = 0 (n Ul 0 M O Z � Q U � O 0 0 Z Y Z i JM 0 U E �"• Q d U c- C d s= U Q C a> a O d7 d' N In 0 0 N L N 0 n a� 1- W 0 Q0 0 rn c d W C W 0 I (O O 01 GENERAL NOTES: I. 11LIE DETECTABLE WARNINC SHALL, IIE PROVtXD OY TRUNCATED DOME.". - 2, DETECTABLE *ARNNC TO W CLASS A-3 C04CKTE (CLASS A-4 F PRECAST) � RESISTANT THE�FOO RAMP T TILNPMSTLM IN CON#ER IRAVEL, OTI" T'YIKS OF MATERIAL WTTH TI-F TR1.C4IC<ATE0 DOVES DETECIABLE WAWNC MAY BE 175E,'?J WITH THE APPROVAk, OF T,HE FMNC&NEER.TYPE A 3. St OPINO WS OF CURB RAMP MAY AE P'OURFR WOROLIT'H1CACLY WITH RAMP PERPENDICULAR FLUOR OR SY USING PERMISSIBLE COHSTrAXTIOW JOIIAT WITH REQUIRED BARS. 4. F RAMP FLOOR S PRECAST. MLES WJSr BE PROVIDED FOR ROWEL BARS 50 THAT ADJNW5 FL,MED SOES CAN BE CAST iN PLACE AFTER f1,ACFMFhT OF PRECAST RAW FLOOR, P%tECAST CONCRETE SHALL BE CLASS A-4, 5. REOCtM OARS ARE TO AE NO.5 X B" PLACED I* CENTER TO CENTER ALOk?C - --'- � � t2.1 ►� BOTH SIDES OF THE IRA14* FI,QOR, Mi0-Q[PTH Or AAMP FLOOR. Mmk*AC CONCRETE 00WR ft% 1 S. CURB t C UfIB AND CUTTER SL13PE TRA SITIMS ADAIrCENT TO COM RAMPS ATf° 4W LCAXI C4 PAYNENt roll Cl," f 0U08 AND GUTTER. '-"""-`��� rYESI= 8 7. CURd :RAMPS ARE TO @I= F OCAMD AS SHOWN ON 144L PLANS OR AS Oft-VEO PAARAI-1- Bf THE ENDWER. NZ EK AM TG BE PROYInE0 AT LNT'ERSECTI( M4 WHE ER *L AN ACCESSVI.L ROUTE W1ttfN THE A►H"uHII OF WAY CC A t1rull'AAY FACILIIY CROSSES A CB1ii8 REGARDLESS OF WHETHER SALk IS EiiISTLMG,PROflQ, OR NONEXISTENT, TREY VuST BE tOCATO W TI'Ttt PEOESMAN OXMWALK5 AS SHOWN ON PLOM OR AS DRECTO �Y THE EIAWFR Ate SI.OIALIt T U64f "75-- DE LOCATED fTEfllhD i+ KL€ STOP' tits , EItTSTW. INCLES FIRE WORWrS, DROP likETS,ETC. ACCfSSIRLF ROUTES PaROVir�' + A OM71KLiC4I1g - - `^ � � t STNCTE;ii StAC#.f: I`VN AM SUP RE51STANT PATAI CONNECTY�IG ALLfi.l ACXESS %.F E1..; FINT$ tY A FACAITY TIfAT CAN R€ ARI NOA01CII, ENTERED NN` IL .�- AND vs-faRY PE IESTRUhtS. 'S *X v 8. RAMPS MAY BE PLACM ON RACIAL OR TANaNTiAL SECrTIMS PROVYRD THAT THE CM OF`X` fS PLACED W141IN THg LJMtS Of TFt_ OROSSWAL.K ANDTHAT 2. wa— T---'HIGHE-•�N � AT )K . 2' zliDlfR THAN - T04E SLOPE AT THEE P R'EN *AAR TO T4 G� 0 ETON � TiI C1IRB O?sEt LS •-�-"' ATT *)K ,DGEE OF �v4vc ARITOP of cme 9, T'I"T'tCAL CONCRETE SIDEWAY){ IS 4- Tff.K. W"EN LIE £NTRANWC A",CANNOT TYPE C ACCMOM O.j.,W��� STa*T CZ-13 tROA tNIR IMEAVYT1�sIGC PARALLEL �4 PERPENDIDUL.AiR ns10 TRUCK In.,rff s Ion CUkcKTE ups-ii, 10. 014Ek CLIMB RJINI $ ARE t1SEO 14 CO NA4NCaVM WITH A MARE© USE PAINT, THE MMAN VADTK SHALL BE I'M %MTH OF THE SHII&0 USE PATH 1.6'` - 2.4- IRUNCATECJ KOF oct%aaa®clod 0 0 0 0 O O O 0 O O 0 0 0 + e 0 0 O 0 a 0 O O 0 0 0 0 0 0 0 '? O O O O O O Go 0000000 o,i ci O 0 O 0 0 000 0000000 SOY. - 65M OF BASE BlijIIFTER 0 0 0 0 0 0 00 0 O O 0 0 0 02 tR 0 0 0) 0 00 00 0000000 f ­4flAS IIIANt LI1 -.a VARIABLE A, � � aa RAY CHITS TRUNCATED DOME OTIL, DETECTABLE WARNING OETAIIL SHEET I Or' # G-12 DETECTABLE _WARNING SURFACE R.'fQ5 GENERAL NOTES 2CI'�,05 �J17U1fI1A. OEPAFtTIAENT OF 'FR4�ISPCNRTATI011 552 I:CA-tF A A'£RMNLS$NRL[ CONSTRUCTION� DOWELS, Ba 1,040 pS1 4`-0' 4' + mix. ti LA TR WATEa Dawn A SEE SHEET IOF 4 FOR OETAoi,$ TYPICAL. DESIGN ®'-9' 4--a- BACK OF CURB 12 1 m". 48=A 31447C. 20k1 I SECTION A -As .+ 41* X, a JOINT •SSFCTION FF-O ` g�FAMAX) MAX NOTE: f0A GLNERk NDT£5 ON THE OETECTARLE WARNING SIJWACE, ALTERATIONS SEE S4ECT IOF 4, A 4• SB>,fAAE LMFIIMAG AREA OIATtIE OF TRAf BE IMMO IDEDLWAY SMALL WITTllif I THE MARRED CROSSWALK AREA. 3: ` 0 — ,try c? In Vol L) f A-0$SW tc ...:... _ C R II TYPICAL FLACEWZNT 03sw, - TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT ECTIO'd, WITHIN ACROSS iAL ( WITHINE� Ii (WtTH BUFFER STRIP) THIS GESKN TO BE USED FOR CftSTftCTTOk THAT INC I�AlYMtt. 141}" MLIiEMR#O(16tl i AT T(K► OF {IIUR1# R1N4P, Ylkt }E1r:Ap.y GO%STRUCTN7N 6 FEET FOR ALTE'RAT04S. CLi1TB €FAWp Lk1bGTIt B F 3 W SfEE7 2 OF 4 i~�>Xi1 ( CG-12 DETECTABLE WARNING SURFACE TYPE" A (PERPENDICULAR) APPLICATION 5m 1/0, Vf#b ftA DEPARTVEIIT OF TRANSPORTATION 203-OSA CD-12 •a DOWELS, It" LONG A RMISS13LE AT 12" 4 C: - MTRUCTIO14 5r iRMf, 40d41' MAX w - 121 IWAK l� 41, 17A11P � � ISM TABE —TRONCATED DOMES FOR METALS IAa �OF ROADWAY Cm B,4CK Off' CURB As r 1 MAX 70 It - a CROSSWALK 2'M A SECTF ON A -A. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK WEIiItaS1:NNJE CONS'SRLICTE: N JCIIIVT SECTION B-B NDTE+ FOR CE NERAL. NOTES ON DIE DETECTABLE WAfffwND SUWAC£, S-e£ 94EEr a CIF 4_ TYPE 8 PARALLEL APPLICATION 1 ROADWAY GRADE M"MKNdIMR ILENuIH ` 5°YM4 4" r f GURS I 5 7 our TRL.A> £ AY 5 B SHALL BE PIOVFIIED FOR 3 6 9 OSSW &-K E10C�MAA$KEp SSWALK 4 aLz W TF 5 to 45 CRDS'5N'ALK AREAL 5 i4 t5 NOTE: TIE R£OJIREO tEa1GTN OF A PARALLEL RAMP IS LIMITED TO is FEET. REGARDLESS OF TMF. SLOPE. SHEET j OF 4 ff"vmS±ifLSFffrTIQM f ­. CC-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV,JI05 VtRGNA DEPARTME-47 X TRANSPORTATIO04 2D3.46 C -L2 A, Piml ERM"SIKE h A--N* I ' TRUVEATEO' G+t MEES� REF. SHIFT I(W A r*R OrTALS TANGENT PLAN CG•2a BACK OF 20 SECTION A -A WTEt FOR GENERAL NDTES ON TW DETECTABLE WARWIIG SItRF.AL'E;, ICE +KET 1Of 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION RIOAOWAY GRADE RAW LE41GT1e iN FEET T'CNNOE�NT 4' GiFIB 6 CURB 1 2 5 3 3 6 uy 4 ` ft . s 5 10 T 13 A+S N3TE+ 114E RMORED LEMrH OF A PARALLEL RAMP 03 LN#TED TO 15 FEET, REGANIXESS OF THE %*PF cay CROSSWALK TYPICAL PLACEMENT At NTERSECTION WITH BUFFER STRIP THE SE'1.EIc ON OF CURE: TVPF, *0 IHIIE CONFiwAATIC.N OF Tit UTRJIT 'STRIP VAY VARY TO MEET E iwZ' FIELD OOWTIONS AND R040WAY CEOMETFICS PROVIDING. THE DM INS0d NO ,UQPFR ARE AS h4TVD. �: -- — Al X 2" :ilICCHER TFAN rY -• - - FM CIF PAV€WAT AT *X . SAME AS TOP Or CU19 TNIR 0011RINED I011C>AL.LEL 1, PE -.NDCULAiRI, DESIGN FOR ALTERATIM CAN BE USED W4H AO,JOINM BUFFER STRIP. I..44DM At 90tTOA tW TWO SLDPI%c SVCS WITH 60" % Wit' MR D EN50". THE SRORT PERPENDMAR RUN TO THE STREET CAN FIE MOTMED PY A LMI SCAPED SETBACK OR 0"E�:TED TO TK SIDEWALK WITH A WARPED UWACE, CC-12 DETECTABLE WARNING SURFACE REV.7aas TYPE C (PARALLEL & PERPENDICULAR) APPLICATION �z 1 2C.3A7 VOCIA0 DEPARIWAT OF tCRANNSP+CIRTAtM 1 c G-5 MOTES; 1. TMS ITEM UAT K PRECAST OR CAST IN PLACE. 2. C& CKn TO K CLASSS, A3 IF CAST IN PLAiCf.. 4000 PSI IF PRECAST. 3. COMIBMT04 tkm i c!T'TER FIiiv*4 A RAMS OF 300 FEET aR LE'S, IALONG FACE OF CURN) MALL BE PAID FOR AS WCAL COMB NATI15N CRIB NM GUTTER. 4-FCA USE, #NT" STAIK42EO 0"-CStAMO �VE OTTOM OF THE CURB I TtR $ C IE PARALLEL AN0 TO DEPTH OF THE PAVEMENT, 5, THIS MFN MAY UE USW WHEN DESM !SPIMO IS 40 WHI OR LESS ON "AL FliGtiltlAYS AND 45 ASH OR , 2" R LESS /V DEVEL.OMD 11"AN 16 S4t@tBiIIAN E-)ICES. F THESE DESIGN 7 19 RE ARE ExCiEIIk'�' STAiNpAR�S �:ii•a fS REiO. D. Q r a •� « • s N D b 6" 2'-0" THIS AREA MAY 6E AT TK ORS OF THE C: RA4CYOR I*f 801770 A OF 1W CURa AP& CUTFEIQ MAY It OtlNSTR1IC'to PARALLEL TO THE SLOPE OF SUOSA,% OOLIMS PROVIDED A Nl IM Mi DEPTH 04' 7" IS 1AWTAINE01, J~A � J T Y O Qo Z 0Z� Z m f- Z)wv, OIWi w r U)LJ , �� 0- U. U O O 00 -"CIO LiJ F- f- Q. 4-1 U d � Q .�. N h 0 o I N U (n Ln N v o O Q p p N of Q > ai c7 N c: tN c o 0 Lc) - )\ U I— LL N vi L O L � � L i C vi 0� c a,. W Se a z < < -g MO 95 pry, 5 OFICATION 'ERENCE COMBINATION 6" CURB & GUTTER Z S02 1illftBMA i�>tiATRTAlETIT tt1•r TRAl15PORSATIOM r � Y o Z _w W �C a � U a. 0 W O N 0 Z U (n Z W to Z p N f� U) L W M ■ .m I V I O Q W fW- Q 0 W 00 Z FQ ¢4m o Z Y Z to = J 17 O U Li r"