The URL can be used to link to this page

Home My WebLink About45-03 Hodgson Sportsplex - Indoor Rec Center & Assembly - Shawnee - BackfileEX. SS MH. RIM = 751.91 INV. OUT=742. CORE DRILL NEW INVERT AT BENCH. ELEV.=743.35 PROVIDE KOR-N-SEAL ADAP INSTALLED BY CONTRACTOR. REMOVE EX FIRE HYDRANT INSTALL 1-8' TEE INSTALL 8" GATE VALVE 1-90' BEND RELOCATE F.H. ASSEMBLY 148 FT 6" PVC SDR35 SEWER 0 1.28% N/F VALLEY LUMBER TMP 63 ((A)) 91B ZONED: B-3 USE: VACANT LOT 2 . t2.000 ACRES STR. 2 TYPE: DI-7 RIM 749.50 INVERT IN 746.30 C3 INVERT OUT 746.10 C2 PROVIDE TYPE Ill GRATE STR. 1 TYPE: ES-1 INVERT OUT 748.50 Cl STR. 3 PROVIDE 6 LEYLAND CYPRESS MIN PLANTING HEIGHT - 4 FT. SPACING AS SHOWN �DUMPSTER PAD. PROVIDE N/F 6 OPAQUE BOARD FENCE DAVID B. HOLLIDAY WITH DOUBLE SWING GATE TMP 63 ((A)) 91D ZONED: B-3 STR.S STR.6 TYP STR.4 USE: VACANT RIM 751.50N BASIN TYPE: DRAIN BASIN I TYPE: DRAIN BASIN INVERT IN 749.50 C6 RIM 751.50 RIM 751.25 lN. VERT..OUT 749J0._C5 - !NVERI. OUT 750,00 C6 WVERT7N-748.65 C5 INVERT OUT 748.45 C4 - - - - S 3222'03" W _ _ - 441_20' - - - :F or . .2 ,�MRG�NCY .�ACC�SS ��? . j, sl:1Dd'. . �.. • •.. ' ' : • • . k� " 639, !� D/A 12in. CPP PROPOSED GAS SER VICE , Pd�11! TELE ED. �1�ir74`' •..• g - - - - - - - - - - - - - - - - ELEC. PED. R5-6" CPP TiR,LUIIE, -s- GATE vALVE 275 FT. 100 FT. FIRE DEPT �It 1-F. H. ASSEMBLY .I x6" 1-8"REDUCER 4 11 20. A 4 l l m�z �Z(v Z) Q�w 7 �0 cr. 0 T �N N 3 co �� TYPE: Dl-1 RIM 750.00 INVERT IN 747.80 C4 INVERT IN 748.30 R5 INVERT OUT 747.30 C3 PROVIDE TRAFFIC BEARING RIM AND GRA TE / EXIST. 4" PVC CONDUIT 11 1 STOP SIGN>iivl►f Y I -REQUIRED - o o► �+ �n�•wn;,,n, CONNECTION LOADING DOCK (12'xl2) y- ... �. 1 1/2' WATER �. METER 8" CONCRETE PAD . 45.00' 12.00' ® •• \ tip- :..•. ..; I GREASE TRAP 0 44", v IP 4" SEWER LATERAL W ROOF DRAIN ..� ,. oo $16.'.. , . AT: S�(..: ' • .: WITH CLEANDU7 (TYPICAL) PROPOSED (KITCHEN WASTE ONLY). .... I o ' 57,750 S.F. SPORTSPLEX AND EVENT CENTER cl� ..... ... ... . ... LATERAL INV.=746.25 I _ vt 211000 S.F. EXPANSION PROVIDED I I PHASE TWO -o' .. . ..... 6 SEWER LATERAL 77 :2000.. , :::22:00':: ..: (OTHER THAN KITCHEN ULTIMATE AREA - 78,750 S.F. BUILDING EXPANSION I.. 20:00 20.00''.... -R3-8 P . WASTE) w w,::: F.F. = 751.75 � 21,000 S.F. • • U �... 1-F.H. ASSEMBLY TAP BY F.C.S.A. (TYP. OF 2) 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE (TYPICAL OF 6) STR 9 TYPE: DRAIN BASIN RIM 751.50 INVERT OUT 749.50 C9 STR 8 TYPE: BASIN RIM -DRAIN751.50 INVERT IN 748.70 C9 INVERT OUT 748,50 C8 N/F HOOD DAIRIES TMP 63 ((A)) 56 ZONED:M2 USE: INDUSTRIAL WB 101 P 1673 $ R STR 7 TYPE: DRAIN BASIN RIM 751.50 INVERT IN 747.70 C8 INVERT OUT 747.50 C7 ®jam_ PROVIDE ANCHORED CONC, WHEEL STOPS IN PHASE ONE ® 7P PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE TW GENERATION I TE, 6 EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 542 T.P.D. I USE ODE: 435 �I -.?' ::..... :.:.. 32 PARKING SPACES TO BE ® :':. :: DEVELOPED COINCIDENT WITH N . :::. :.::: • . : 9 PHASE TWO BUILDING EXPANSION PROPOSED PEDESTAL SIGN ° 9 SEE NOTES 1 AND 9 ® TP Q_ r °Q / 'v?Q - I 6. RAILROAD SPIKE FOUND IN 30' CHERRY TREE S 3k4'29" W 1096.67' OUTLET 2 o ci OUTLET 1 INV.�lT=742.5 OUTLET 3 g^' TP INV. OUT= 742.5 INV. OUT= 743.0 INTERSTATE I-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. LIP OF FLARED END SECTION = 740.73 36" RCP �_- INVERT = 740.27 ai9APH/C SCALE 30 15 0 30 60 IN FEET 1 inch - 30 ft. S.B.L. INRS�`ArT'E- ROUTE 81 S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C U x Q� 0� cr EXISTING PARCEL ARE 6.0238 ACRES ZONING 03 } 0 vi 0 0A ADDRESS COMMONWEALTH BLVD. m 6 6 0 0 CURRENT USE VACANT PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA 5.50 ACRES SETBACKS REQUIRED PROVIDED FRONT 35' 51'+ SIDE 15, 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) w 78,750 SQ.FT. (PHASE 2) o BUILDING USE SUMMARY SENARIO A 78,750 S.F. INDOOR RECREATION z SENARIO B 16,000 S.F. ASS, 58,000 INDOOR REC (USABLE) 0)m z FAR ALLOWED 1.0 o Z FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. ui m LANDSCAPED AREA PROVID 2.36 AC. 39.4% w 0 0 o� PAVEMENT AREA 1.82 ACRES a Q 0 PARKINGG REQUIRED PROVIDED (PH 1) PROVIDED (PH 2) 3 '> a d USE SENA A INDOOR REC CENTER 250 218 250 x L L o HANDICAP SPACES 7 8 8 or CK x J LOADING SPACES 1 1 1 a_ m CL m USE SENARIO B 0 0 0 INDOOR REC CENTER 184 154 185 � Li V) Li0 0 ui N ASSEMBLY 64 64 65 w w w w PARKING LANDSCAPING 0 0 0 0 PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED 54.60 (01/40 FT.) I r, N PERIMETER TREES PROVIDED 55 Q rI INTERIOR TREES REQUIRED 24.9 (01/10 SP.) 0 a o 0 0 INTERIOR TREES PROVIDED 25 't TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 t PARKING LOT LANDSCAPING REQ'D. 13,046 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/-) ,� NOTES: v 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. ao $ " 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. m �% 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA C AND A117.1-92. Q 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL > FEATURES EXIST. 5• ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE 4 3 w MARSHALL REQUIREMENTS O 6. ALL UTILITIES TO BE PLACED UNDERGROUND • 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM C PROP. LINES. MAX SIGN HEIGHT= 35'• MAX SIGN AREA= 100 S.F. ad 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS. .� 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA STATEWIDE BUILDING CODE k J SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING O CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABIf BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY VIRGINIA 440$ i • A LICENSED DESIGN PROFESSIONAL. v 13. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL • INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 3 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. W c PLANTING SCHEDULE b COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAI. 0 6' HIGH AS SHOWN 30 RED MAPLE 2' CAL 0 6" HIGH AS SHOWN 32 EASTERN RED BUD 2" CAL AT 6' HIGH AS SHOO 18 Q HETZ HOLLY 36' HEIGHT AS SHOWN 91 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 SO. FT. i LB. ANNUAL RYE PER 1,000 SO. 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. LIGHTING LEGEND LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LITHONIA KAD 250M 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. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8- 21B/3- BM-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8. 2113/2' SM 2A) PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE CC-12 HANDICAPPED ACCESS RAMP ems.«- ELEC 1 TEL 1- --IGAS' 81- ��>ww 1 N I q Z p Q o 2 Ln n U 0 oW W N W a o z L'i 0`.j 6 moo' �w o c� d �po"WO� Qr SCALE: DRAWN BY= ✓. D. S. PROJECT NO. _ DATE 5130102 SHEET 2 of 6 1 v zz 'eq e J• 7 0 4U EX. SS MH. RIM = 751,91 INV. OUT=742.6 O O EXIST. 4" PVC ��y V (y 3Q coNDulr CORE DRILL NEW INVERT tbU STOP SIGN , PROJECT SUmmmy TAX IDENTIFICATION NUMBER 63-A-91C� EXISTING PARCEL AREA 6.0238 ACRES �.� �g.l v ZONING ADDRESS COMMONWEALTH BLVD., CURRENT USE PROPOSED USE 11ON AND EVENT CENTER DISTURBED AREA 5.50 ACRE SETBACKS REQUIRED PROVIDED FRONT 35' 51'+ ®L� SIDE 15, 30'+ l REAR(I-81) 50' 212'+ PARKING 5' 5.5' \ BUILDING HEIGHT 5 (MAX) 24 (+/-) TOTAL G20U FLOOR AREA 57,750 SQ.FT. (PHASE 1) BUILDING USE SUMMARY SE RECREATION _ SENARIO B 0000 INDOOR REC (USABLE) AR ALLOWED PRO ASE 2 MI LANDSCAPED AREA 25X 1.498 AC. LANDSCAPED AREA PROM 2.36 AC. 39.4% REQUIRED !w' $ 1-F.H. ASSEMBLY � �,7 ;.PAVEMENT AREA 1.82 ACRES 7 6'r� AT BENCH. ELEV. = 743.35 ; ' , ' 1Q 00 . L 'T ! PROVIDE KOR-N-SEAL ADAPTER. I TAP BY F.C.S.A. `. C. INS" S� J (TYP. OF 2) SE SENARIO A PROVIDED (PH 1) PROVIDED (PH 2)2) .,. '•' ' INSTALLED BY CONTRACTOR. . o ' INDOOR REC CENTER 250 218 250 : 2 � . G� . G CCESS. f.:. g- c H AP P } IC SPACES 8 8 i ,,' . i •'•.'.' � ' .::•:''.' . •; : ,•. , . , ..., :.'� •....•. 1Dd'' .; . ., - ..: " % OARING SPACES 1 1 1 ml • 639 ^' DIA 12�n. CPP PROPOSED GAS SERVICE TELE PED. ` " 1Ci 12 NYLOPLAST DROP INLET USE SENARIO B ' �ld) ;r �.+.::.':'. S �- - - - - - - - - - - v - - W/TRAFFIC BEARING GRATE y INDOOR REC CENTER 184 154 1 r �Z 6 CPP / (TYPICAL OF 6 Es ASSEMBLY 64 64 6 ` Q ELEC. PED. e ATER,LUYE: " 27 FT. 100 FT. , ( )w -6 GATE j � ' WNW FIRED PAR ING LOT PERIMETER) 2183 FT. REMOVE EX FIRE HYDRANT CONN L ING DOCK (12'02') I PERIMETER TREES REQUI� 5560 (01/40 FT.) J INSTALL 1-8' TEE INSTALL 8" GATE VALVE f ;' ` ' ...... 1 1 WA TER INTERIOR TREES REQUIRED 24.9 (01 /10 SP. 1 1 8 ONCRETE PAD 1-90' BEND .. ' .... C .:., • •�• . 1 i �' �"n INTERIOR TREES PROVIDED 25 ) � RELOCATE F.H. ASSEMBLY � ' ' ' • ;':` M� �� c �,,� � TOTAL TREES REQUIRED 80 �.' STR 9 GREASE i TYPE: DRAIN BASIN TOTAL TREES PROVIDED 80 41.6. P I RIM 751.50i, h PARKING LOT LANDSCAPING READ. 13,046 SQ. FT. ®5X ° r.r. 4" E R LATERAL - ROOF DRAIN I INVERT OUT 749.50 C9 PARKING LOT LANDSCAPING PROVIDED 14,45Q SQ.FT.(+/-) �. r AT TH C T (TYPICAL) AT. $'tORAI PROPOS ) NOTES: 1 FT " P R35 ®' ' IT HEN WAS ONLY) ' � • • , .. ... • 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY IM1H THE 48 6 PVC......` , 750 S.F. SPORTSPL ND EVENT CENTER REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE, SEWER 0 1.28% ,, � . '.' . ® ; . ; ; : �, • ' 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. ` LkJE AL INV.=746.25 �'U 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA ::: :•::.::::.:•::....:.. 211000 S.F. EXP(0I I AND A117.1-92. • ..... " _ ASE TWO I 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL 1-F.H. ASSEMBLY 16 ATERAL FEATURES EXIST. 1-8 z6" REDUCER : 2000•; ;':'.':22:00-. , :':':':' '�: ER THA ITCHE ULTIMATE AREA - ! 8, 750 ' ` .F. LD G EXPANSION,:. -� �-- STR 8 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE 20.0 0:00' '..Z000'''; jT g 2p00. ' AS) F.F. - 751 5 TYPEDRAIN BASIN MARSHALL REQUIREMENTS 'w :..:...w '.. 21 0 S . F. c�'v: m RIM 751.50 6. ALL UTILITIES TO BE PLACED UNDERGROUND A � - T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES U'......Cr7. N F INVERT IN 748.70 C9 4 0 Cl�, ..'' ': ........:.:.... IN OUT 748.50 CS �)� '� ... ' w LOT 3 ' I OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: 20. RIM' 75D.60 • . .' : ' ' ' e_ 6. I ET ANSI 117.i SECTION 4.1 VALLEY LUMBER ® 8 HANDICAPPED ACCESS SHALL _ TMP 63 A 916 :45.'.'' : ; ;..:: c�.t. I I 9.SIGNS- SHALL BE LOCATED 3ME_ FACE OF CURB AND 10 OM (( )) ® .' PROP, LINES. MAX. SIGN HEl - 35'. MAX AR A= 1 ZONED: B-3 I INV. �IIT 745.25... ,', , .. , , ... ' • • EX. 5.994 I RES �� E ATERTlGHT ;..', .' ' ; ,', .' .. ;,, ,. r:, ' • .� �� I 10. NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. USE: VACANT FRAME'dc'COWR: i �, (^ 11. THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF ® a : ' ..... I V; I o HOODDAIRIES100 FT, APART AND HAVE APPROVED TRAFFIC COVERS. I I TMP 63 ((A)) t'6 12. BUILDINGS SHALL COMPLY WITH THE VIRgNIA STATEWIDE BUILDING CODE & f' ZONED: M2 SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING .y I CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE 1'• i USE: INDUSTRIAL AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR • WALL�(OUNTED HANDICAP PA IN IGNS \ V N I WB 101 P 167� PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN '• •:.'.' ' ' ; : ' ;. �; INSTALLED PER V1RGINIA STA C I PROFESSIONAL. LOT 2 I 1 TJ A .t, ., C n C .L I p SECTION 36-99.11 (EIGHT RE ' .) I Ci o 3. PLEASE NOTE ..IE REQUIREENTS !N ;r, o r BOCA FOR SPECIAL ® ;.; INSPECTION REQUIREMENTS ON THE TYPE OF STIRUCTURE. (SOILS, CONCRETE, ETC.) t2.000 ACRES 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. TYPE: 2D1-7 `" : v + - - - - - - - - - - - - -- - Ir PLANTING SCHEDULE �� . ,.. a 8• F1 C C S1DEW�4L . o \�`�. RIM 749.50 ® :.' '' a ., ., .' STR 7 INVERT IN 746.30 C3 Q 04. :• ,..�`�` ' '....' fif P TYPE: DRAIN BASIN INVERT OUT 746.10 C2 ® o... . .. `g.:. .. � I ..mot- ... .. .. .. .. � RIM 751.50 PROVIDE TYPE llI GRATE :........ ..... ° 4'FT 'CON ,'.. w.........;..3�' S ..' IN IN 7477 :... I O C8 , . ® ....... ,R SIDF. ALi�. • .: '.. •' :' ' .'.::'.'...:' ':' .:'..'. • .:. :' :'..':. ; ;• ::::.:.. o' . INVERT OUT 747.50 C7 ® J. Z • . .� .. .. . • ..8. • 8.' 8.0• •8.0 B'D 8. • ..0..8.0 8.0 8. •8.0 .8.'0 c ... .... ..... •r... .....:.1•. .'.' �" .•.... .... .... • ' •...•..... • .. 0 8 �., , •.PRpPOSED:•FIR�... .. `�9 ER •':URB.'TO' TT: R. ELE.V .... ...'.' :'HYDRA r ASS'Y N , . OY 1a':10'FT; :'T .'OF'-2.PLACES :....... ti>e�P'BY'FC A......'.;.: .. :. ., .... TP a�"... , ..... .. ..... ..... ..... ........ .', . .. ..... . ... • •• , , .... 5 •,S' • •,tit,.. ,,p• .. •• .. ,• .'. ..' .. •. .. .. •• •• .. .. •••, .. •.' o wti►/ o 36 SIP C ® 'E.... PROVIDE ANCHORED CONC. 01 WHEEL STOPS 1N PHASE ONE Is :... :....:'. ® TP C®FLEN 152' . .. • • •SLORE 1 :, .'.'.'.' IA.15in.CP . END SECTION 2 FT CONCRETE A +57.68 FLUME (TYP.) STR.: END SECTION �Q; Q5 I �bDO` Z0.00'' :'22:00' :' : INVERT IN 744.50 C2 INVERT OUT 745.00 C7 N / �� 20.00' I 22.00' 20.00' �-, • �-- -i'� • • PROVIDE EC i PROVIDE EC- I -• •-2 �,�: • . ':........ . 20.00, . c, / � PROVIDE 4 FT. GAP IN w . L� CURB FOR DRAINAGE ® ;. ..' Q'..... , ..'... SIR. l ® .. .... , . ... .. �, / w TYPE: ES-1 0 STR.3 TYPE: DI-1 RIM 750.00 INVERT IN 747.80 C4 INVERT IN 748.30 R5 INVERT OUT 747.30 C3 PROVIDE TRAFFIC BEARING RIM AND GRA TE / RIM 751.50 INVERT OUT 750,00_C6_ _ .._..... I 441_20' - - - - t _ PROVIDE 6 LEYLAND CYPRESS MIN PLANTING HEIGHT - 4 FT. SPACING AS SHOWN r ,_..DUMPSTER PAD. PROVIDE N/F 6 OPAQUE BOARD FENCE DAVID B. HOLLIDAY WITH DOUBLE SWING GATE TMP 63 ((A)) 91D ZONED: B-3 STR.5 STR.4 USE: VACANT RIM 75D AN BASIN TYPE: DRAIN BASIN INVERT IN 749.50 C6 RIM 751.25 DIVERT _OUT 749..3o_C5 fN"VER T IN 748.65 C5 INVERT OUT 748.45 C4 - - - - S 32*22'03" W - - - INVERT OUT 748.50 Cl ° ..... :'' :•'•' ' .':':'.': END SECTION /00 �; STA 1+51.77 � I TRP GENERATION I •' ' ' :.'' •' ' : • ' '' ' INVERT IN 746.00 / ITE, 6 EDITION ESTIMATE::S EX. WATER VALVE THIS 81TE AT FULL DEVELOPMENT 16. • • PROVIDE EC-1 / WOULD GENERATE 542 T.P.D. �' '' . ' .:::..:. • . , . , .:.:... RAISE VALVE BOX % I I USE GGDE: 435 :::.. AS NECESSARY o I • . ..w� / • 50 R.L. .... 2 PARKING SPACES TO BE ® ;,. ': ; .:: DEVELOPED COINCIDENT WITH / ® PHASE DW BUILDING EXPANSION a,¢, .: , : ,�. PROPOSED PEDESTAL SIG a / I SEE NOTES 1 AND 9 Tr � ® / n. c RAILROAD SPIKE- _ FOUND /N -- �- -- -- �- -�� -- -- K' -- -- I -� -- -- -- -- -- 30"" CHERRY TREE S 32124'29" W 1096,6-r ? 0 o OUTLET 1 INV.OUT=742.5 Qr' OUTLET 2 OUTLET 3 � � �" ;/1 �',•••p � ,� �, TP 5 INV. OUT=742.5 INV. OUT=743.0 r INTERSTATE 1-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. LIP OF FLARED END SECTION 740.73 36" RCP INVERT = 740.27 � LD 5 GRAPH/C SCALE 30 15 0 30 60 1N F£ET 1 inch = 30 ft. J :�. STA�T E S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 6" HIGH AS SHOWN 30 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 32 EASTERN RED BUD 2' CAL AT 6' HIGH AS SHOWN 18 Q HETZ HOLLY 36' HEIGHT AS SHOWN 91 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 SO. 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. LIGHTING LEGEND LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' j, LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT MSABLE FROM OFF -SITE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/3' BM-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8' 21B/2• SM 2A) PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE CC-12 HANDICAPPED ACCESS RAMP --45 S.0--6--o5 S 0- ELEC I TEL 1 ---!GAS! r z w � o z U w � z 0 z 0 U Q � r J z U a w z w U z O N a w w Uj 0 w U U z x LA� LL� o J w w w D a m a m 0 0 a 0 w w w w w w w w Q� ct w x N N 0 0 o 0 I I N O', f- N N rn d op" 41) 4a < § .,.i u1 > V � � 3 W CID O J OWN V oCL 0 s god A J ) z oQ ' 0 0 �' cow 4 N z uj uj0w Q) a o °4Noo _ Z Ohl W Qr �' �v o q P 0 ram+ j O ®CT 2 3 2003 v SCALE: 1 "= 30 ' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 51JO102 SHEET 2 of 6 3q1 ()3 / r/r rri/D//////r// //// ///- _", .�i/iaii�iii / ;iaaroaia/aaiiiiiii��i�i��/y ii I / /G i ii �i l��/ if/ % % ��%///d0.//� /� '�/I�// ��//////%//fir �/■ /�� %. / / - / / 11 / / / Ear, %aid ail %%airy ��////i/irr' /arii/r/ir' //�/riiar ////� i/J/ F/ //� ///O` y iyii/aiai� r��////i/rig GiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillilliilillillilliI GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use, Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County, and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor x shall exercise care in this work so as i to avoid damage to on utilities. Any damage shall be he 9 Y Y 9 t contractor's respponsibilit . The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-R-7. 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. Anyy unusual subsurface conditions encountered during the course of the work shall be immediately brought to the ottention 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. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans, The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate wit , and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector, 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2' in size. Before a permanent meter is set they require: 1) the frame and over be property aligned with its meter box and yoke bar, 2) the frame and cover be set to the final grade of the lot; 3� the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of he meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a) The location of the service lateralis to be coordinated with the Authority's engineering assistant, An application for service must be made and fees paid before work will begin. b) The Authority shall furnish and install all 5/8', V/' and l" water services. e) For 1-1/2" and 2 services the Authority shall make the top and bring the pipingto the ro rt line. he contractor is to furnish and install the meter vault assembly. The Authority will instal! the meter. dI The Authority will install all sewer laterals. Y 6. When on existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and materials to make the top. b) The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is completed, 7. The contractor II -i acto shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembl shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have o detector double check valve backflow prevention assembly or a RPZ backflow prevention P Y assembly as required. The assembly shall meet ASSE standard N0, 1048 or 1047. A remote readout is required. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from Frederick County, 2. Ternporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throug hout the period in which r q g p areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which ,are disturbed by this construction shall be provided with 4" topsoil, fertiliz ed, seeded compacted n d and mulched. Seed bed to be watered p to d and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning nfng of la nd clearing debris requires a permit fr om the County Fire Marshall. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins, Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work T o k on this project II e t shall conform to the latest editions of hVirginia p 1 e o s the Department of Transportation (VDOT) Road and Bride if' S ec (cations and Standards, T Virginia g p d , he Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Re gulations. e ulotions. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT s work area protection manual. Furthermore, all traffic control flaggers must be certified i r e n accordance with VDOT s January, 1 4 r l Ja uo 99 o latest edition of Road Bridge Specifications, & d e S ea fcatfons Section Y ( ) P r 104.04-C. 9 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal pales, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relatin�gq i4 constructian or to regulation, control and safety of traffic may be subject to change as deemed necessary by W0 . Any additional expense incurred as a result of anyfield revision wdl be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for on work on VDOT right-of-way. y DO 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work, 8. Contractor shall notify thelocal VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected b this project shall be P .p Y P 1 maintained througgh construction. The Developer shall have, within the limits of the project, an employee certified by the De ortment of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined by the engineer and approv~�d by V.D,O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belongingg to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.TI standards. 14, All roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within Plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final oeT approval. 15. VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VOOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V,D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T, residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured, 19. Aggregate bases and sub -buses shall be placed on the sub -grade by means of a mechanical spreader. Density will be detefmined using the density control strip as specified in V.D.O.T,'s Road and Bridge Specifications (Section 304) and VTM-10 A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking scorn depths, a V,D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V,D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office, In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control trip. 21. Approval of these plans shall expire three (3) years from the date of the approval letter. 22. CG-12 Curb Romps (Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as directed by the V.D.O.T Engineer/ Inspector. 0 �kLIM Is" ..... F 1 ��* 4 S �•, t ! F 64 r pp a t� r f "..,. 'f. X rN f f :.� �!. _ �;,, r +ter. y , . £ ,' / r w!. i ".y l,r t /' .. r. J �u r, "1 r •+� tit "a_;*,�, V.;;'? r �' r, 3 ,,,J +; 'p - di' i 1 ": 1 .'f s...'t "t'•h,�'�. t :1: mot' 1. ;t. ,r- r K t .� , r.; a , f IT iti?5e'r3• f - a _ FK '�' ; L I ` r r ;, '.t:.. l � ' .. a � (r r) .. c , ... :. trio '+F .:S i. •r+�J }.'r�� '„dP t :t. X •�,yf. -v ..1. S `t ,'J l :`, ,!.� ,. -� r '�iia�# e4dr fj h:ti�r t,', a 6. X ,; " { ,1 . t r .4 . , ,.La id ,+ i i ti Ji P3 d'�2''. : �. ,?r !..'f. r .�`r'_ fi x, TT 5 r% ,`� .c, -> r: r t ' ,,:. ,. ...1. .. +; ,Y'"t , . r J rD.{ r 1 X a yp Y,y .:, f T4. y��15 ! i 'iA { 1 4i 1 IW 1 'd f. 1"; ,,- *SA%t?r °.� I., , . p Y A X' .- y i.? .r ♦ t l x 4yy � ,. ♦ r 1.. . ,,:., ., , �.., 4., S` p J 'A-: ��r! p� ru,•::. f f .= P �,. - S � Y ;y' F 1�1 ' a i,' ;''� f .-.A*;r a ,t /� - -.b �,_t Pt'.. tpA ,I' a. , ).'1 . r _ w ar "" r. 5 �.at d ,' ' ♦'. X •1 - ("r �r t..J+ ' r ^ 'i�`�+jr"' 11_1% h f~ s''".,•' "..ry y.S' 2x't `^t[xvt^ n I,.�fo. 6 �,,( �'t',, td �F"°�,' 1 - i •..�;�u r:r�`A, •r�'r,��t'S.�K'),� ya.'9 : / J a• � .l f - ,fir ` �, ': � r ..r •, ; �, , �. a { :. f ..r,.r'." ; . .. �.,a - '.! ! ? fit. ''' • _ t, '>, ;' y �, r s ">! ,r } r i,•I r' a 5 �,na;7.� .FwaNl 4, ? f f `• ;? x - 'f Y' a+{qI 1, yI 4'u c ¢tv..:al •lrs '-'�^ ,` ,r K r f St u y` fJ- 'c, } X,f - �, f t F /' may, ; I •4/ '1 L- ' '{tit , " /•G ,'` a ` e X ,F' 4r .vy. ,,'"� , yt 24 y h u G / J: '� - v,.- .. .... , f r h ?� 4 }:X i i� 5I - 1i.:..r <<. H"1- i!I,a a r .m-4 ''°. 4*y":•: , .i ..E ,.a. t ,' a? I,b . ,., k e t'. r 4:. %,w:. ♦• I' J do- i '. \ : 1': r.- h -"t. Z '' .4 -'.l ✓;t.:�:r!':-b 1 t i ,.z' `'ems. y ""t.I f 1j �' ( 3'tr frl t c �, J 1 . br �' v s ✓ C' .. ,�,:: S % b r rs,�, 1 i t:aj r: t'Jv t_t3 XJ-1� ' r i(y� �r.- 'Y .'. 'i , - _ .Y- - S.3. .+. ,d'� ,Aa .G',a it',r,. •_ }r,-�..-,•- yk�2! '.rr. ..c'.. i - 't .»-r +,�` _ v .�''s =.i+•^e,i f f z•• r,t. 't'e (tip `o' f' '',.:. ,ry ,�•" J ',,tt .4, _ f/,.'•w.. i. •..,.� V�j !� H• p E h..•-' Il @ 'n� P r rR' S:V' T 4 r- s: rr,", "/ s `a �� i , f t "l•^ 4 r , is �w l j r i 't;3` • r . a �'.r 1' � , -1. � �' 1 rr. "'b t f . J Y ,r •, s+. r r . 33 ryy ''} r,Y ;{1 jC e f t ' i it .. f1y� v` !�'{!'.ti N+u y1Y/ ,( t. .p.er,t'W'-� A� _ h :1 4a r. kt r ''3u,, 4 : .1 7�r. ,� ty a 1. .x., f ,r` f �. ty +1 ,',+ r- a1>' 1. ,r I rl 4 ,.,_. .. ,b, ;h'�'!w/' ;h. -"`�,�. �` { 1 ,,, i a ° -,; i. ! 1.ra t - >;.. - t. . ( f ^ei 'a ,t,.' jn t^'_e ,aij`• ey"„ .cy n. :.. y:. r,i 3 rh ` y,� 5 ..: :t, t. ..,r-. I i S. t. w{' . . ` t,`i &c if,K , ' �l " '�'4 �? ' ` `+r h+_ k - 5 7 }}� {} 5 '-w';,•'''•, i'`a,. ff'«.. r.' r.. <Jy+ ti r t ;,ktiir. � I o. y' f s S tom. °" d :. :•ti^ r, 1. <: P r a• e i • e F:"- f ,r� .V v t s _ i �,.: f ,f r (: I! d',,v ; R- t {, ,. 21.E i 11. ? t '• H t v r Ye ),r ¢fir _ :yr'a r« t f. 'y*;r ', �;•ti a %, 4 ;' ".0 t ¢ •:fca 'It •i' ;?4` . .'2 .1 J "t'/' ..ear l..'t^ . -- rt, F f :P #I e _, 1 1 ,''f! t$1vrj t ; q 4 , r : r > 9 f P 14 ,,7' f ;,] ' ''" r K%F e' ; � , > i r itrft''. ;, �, + ' � 1} a i a J. ;.^ F` d ,I ft its .f �r y �� !i{31Sftt: ," Ir ^�stti �' ` B r 1t<. r .,''^'""'f yli+' fie, Y ,� 1 ?E•., '�...J t : Jw}�q 'bf t f 55y4• � � ' ( 4. ?- l V t u•9 i-^°' 4:'rir`rn Ili- :; tr"^:. c., Y , a t, A,��"n',Z - ye Z lz�l t t I't t , ; h ("'Y tr tt E_ f "�''.F s., t .wr .,,`..;_Y 1,5 rKr,v • c `:'s/* _ F. ,� r♦ x `^t- - t: - >.,f 1'1 r 't in C, + f' r .. ,1? fj 0. .r •^'If'.•-Y ,/f>' P.. j"..>.lhe.t 1. .�.:, 1 , S 1 '^ ,� .,5. `r 1: ir, l ':'t �, I x,Y . " • . T `mil "" S \ i }�. Ei., ''..:J" f �„ r` -e ti...r'r.r.. ;>...:e/ a.,;.: . .,d ,` r. , d !+.}�. ems. ;., , r wx. }/ 9r ;f ^ti --+, + "�"', ,,,, r'f t t , y.':� y,, ,qy; . .. 1 1r . r s. r k z 4.<., J, t is n','` , r+; .S t t'r er f;;s t,{ t't �t[ �!r. t._d: � Y !rea' �a' fi° ", t'y+, 1 �* h . 0'. r+y.,C .' r t. L Y "'.y; V -1, I -. r 001 °i I I" t f r ,- �r � .� ,:• 4 Y J•� :.,, " I+ n M • g o,r/ �' � .P, l ,r;, ,,, ". ",, ^»., , `�' ;+ y rti ,. u.�t.,f. 4, Csa;� •.. 1 �, [,�q',v,,^ •�1�;: or �,r,,.,r Mt. t •s<'z^`.+, 7 , _ �', a :.'�i t 2. 5" f t . r.t ;* �C .4a `iy f t' ,', t ir. w t. b t�: < b �„_.� `: 1 •,.; 1 .n x3 1 `+� R'i� r - 15.� i:::'� ] ,r �y. Y J..•'-'°`i.,. ,nr t T_ �'x.._, .::f + 4 . - ,• : t�^ : ; ...... w z.- �+; .:��;', ,' {rya' Printed frQro T4F'4I @1 M �ViWkiwgr Productions ( r,to oxom) ` Q . t ` . . t u,* :; _ LOCATION MAP SCALE: 1 "= 2000' , JUNE 131 2002 gilbert w. difford Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 I I ; � ; I , � I 1:1 � I r I - ,,, & associates, inc. • Land Planners • Water Analysis 117 E. Piccadilly Street Winchester, Virginia 22601 PHONE- (540) 667-2139 FAX: (540) 665-0493 111 ^^ _ -i3 .A31Cs IR !9MNtWd W K1,. %i I:M:i ZOOZ To. 0 AON RESPONSIBLE LAND DISTURBER: A f iAM E. CERTIFICATION #: DATE: E: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CnRRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. __ " �r y �� !i{31Sftt: ," Ir ^�stti �' ` B r 1t<. r .,''^'""'f yli+' fie, Y ,� 1 ?E•., '�...J t : Jw}�q 'bf t f 55y4• � � ' ( 4. ?- l V t u•9 i-^°' 4:'rir`rn Ili- :; tr"^:. c., Y , a t, A,��"n',Z - ye Z lz�l t t I't t , ; h ("'Y tr tt E_ f "�''.F s., t .wr .,,`..;_Y 1,5 rKr,v • c `:'s/* _ F. ,� r♦ x `^t- - t: - >.,f 1'1 r 't in C, + f' r .. ,1? fj 0. .r •^'If'.•-Y ,/f>' P.. j"..>.lhe.t 1. .�.:, 1 , S 1 '^ ,� .,5. `r 1: ir, l ':'t �, I x,Y . " • . T `mil "" S \ i }�. Ei., ''..:J" f �„ r` -e ti...r'r.r.. ;>...:e/ a.,;.: . .,d ,` r. , d !+.}�. ems. ;., , r wx. }/ 9r ;f ^ti --+, + "�"', ,,,, r'f t t , y.':� y,, ,qy; . .. 1 1r . r s. r k z 4.<., J, t is n','` , r+; .S t t'r er f;;s t,{ t't �t[ �!r. t._d: � Y !rea' �a' fi° ", t'y+, 1 �* h . 0'. r+y.,C .' r t. L Y "'.y; V -1, I -. r 001 °i I I" t f r ,- �r � .� ,:• 4 Y J•� :.,, " I+ n M • g o,r/ �' � .P, l ,r;, ,,, ". ",, ^»., , `�' ;+ y rti ,. u.�t.,f. 4, Csa;� •.. 1 �, [,�q',v,,^ •�1�;: or �,r,,.,r Mt. t •s<'z^`.+, 7 , _ �', a :.'�i t 2. 5" f t . r.t ;* �C .4a `iy f t' ,', t ir. w t. b t�: < b �„_.� `: 1 •,.; 1 .n x3 1 `+� R'i� r - 15.� i:::'� ] ,r �y. Y J..•'-'°`i.,. ,nr t T_ �'x.._, .::f + 4 . - ,• : t�^ : ; ...... w z.- �+; .:��;', ,' {rya' Printed frQro T4F'4I @1 M �ViWkiwgr Productions ( r,to oxom) ` Q . t ` . . t u,* :; _ LOCATION MAP SCALE: 1 "= 2000' , JUNE 131 2002 gilbert w. difford Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 I I ; � ; I , � I 1:1 � I r I - ,,, & associates, inc. • Land Planners • Water Analysis 117 E. Piccadilly Street Winchester, Virginia 22601 PHONE- (540) 667-2139 FAX: (540) 665-0493 111 ^^ _ -i3 .A31Cs IR !9MNtWd W K1,. %i I:M:i ZOOZ To. 0 AON RESPONSIBLE LAND DISTURBER: A f iAM E. CERTIFICATION #: DATE: E: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CnRRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. __ " r ._ ' INDEX ,LJ� . _4, 1 COVER SL ;,. 2 __ SITE DEVE_ !PMENT PLAN 3 GRADINIC & EROSION CONTROL PLAN 4 STORM SEWER AND WATER PROFILES 5 i SECTIONS °;; MISCELLANEOUS DETAILS 6 MISCELLANEOUS DETAILS OWNER j:�°�EVELOPER HODCSON CONSTRUCTION 1180AFPLE PIE RIDGE ROAD WINCHES' -ER, VIRGINIA 22603 PH.- 5141-667-7529 7'A a ;� R +. f "5r'e ss 1 "'Wj/,'. Approved by Frederick County Zoning Administrator A,11',l -,71Z" /`1 P /AA4 Site Plan Approval Valid for 5 Years From Date Shown Hence Date �P4�-j" °p I I RVIbNALD A. MISLOWSKY, 0 NO. 020674 ? 0 - 01 I Z, ( 0 L Project Number Sheet Number 1 of 6 REVISED 9-19-02- PER REVIEW AGENCY COMNENTS-J.D.S. Ij EX. SS J MH. RIM = '�51.91 INV. OUT=742. ; f Zry� �IV Az/� Q j Q 7 4 �o �0 0� Q� QO 4j0 Q� (V j 1 STR• 3 N/F DAVID B. HOLLIDAY TMP 63 ((A)) 91 D STR.5 ZONED: B-3 TYPE., DRAIN BASIN p��lc STR.6 STRA USE: VACANT RIM 751.50 INVERT IN 749�► TYPE: D1.50 R41N BASIN DRAIN BASIN ,50 C6 TYPE. RI RIM 751.25 - _- - . _ _ . .__-..__.._.._ .......INVERT _OUL 7.49.3U_C5__ '' FT B RmL. M 75 w_ - w...._._ _• _ .INVERT IN 748.65` C5 EXIST. 4" PVC INVERT OUT 748.45 C4 CONDUIT - - - - - - - _ - S 32'22'03" W - _ 441.20' TYPE: DI-1 RIM 750.00 INVERT IN 747.80 C4 INVERT IN 748,30 R5 INVERT OUT 747.30 C3 PROVIDE TRAFFIC BEARING RIM AND GRATE / PROVIDE 6 LEYLAND CYPRESS MIN PLANTING HEIGHT - 4 FT. SPACING AS SHOWN -DUMPSTER PAD. PROVIDE 6' OPAQUE BOARD FENCE WITH DOUBLE SWING GATE CORE DRILL NEW INVERTS- STOP SIGN AT BENCH, ELEV = 743.35 ; REQUIRED o T0.00'Lo ADAPTER. ` "', o. `. .. � t 1 PROVIDE KOR-N-SEAL. j INSTALLED BY CONTRACTOR. , } 0 �. EIS �G C:Y g � 2. � EN • DIA 12in.CPP PROPOSED GAS SERVICE TELE. PE.D. _ _ , . QA I N Y 3, 11..1fd''.BfNFJ 4 o GAS---------------- Op, . 20..Fi:'' R5-6" CPP 275 PED. . FT. 100 FT.{ ELEC. I : •..... ; ::':'::IyATER :LINE:., " GATE VALVE I cO�a ... •• ...:':.:': •''' ::. 1SEMI AID;::.'. `� 1-6 i.' FIRE DEPT. I REMOVE EX. FIRE HYDRANT ..�'"S :::: _ :: 0 ':;:;3- ' : CONNECTION LOADING K (12 xl2') INSTALL 1-8" TEE " { 1 112 WATER INSTALL 8" GATE VALVE I ' METER 8" CONC PAD 1-90' BEND ® - _ .. ELEC " ; ,., 45, 00' 112.00' I� RELOCATE F.H. ASSEMBLY ® f - ., lt�•::. ' : ,....'. ® ;... GREASE TRAP 4: 4" SEWER LATERAL ROOF DRAIN " - 1 WITH CLEANOUT PROPOSED ®'.. ' s Air $rtOR�t (TYPICAL) ® (KITCHEN WASTE ONLY) 148 FT. 6" PVC SDR35 ' "' ' ' ::.. •••:. '.'.'. �.' �.'.'.'.;.;.,.:.. • "..:..'.;.,.•... , ." 5 1�j , 750 S.F.SPORTSPLEX I SEWER 0 1.28% I ® :'.'W'•' ' ' .':'..,�:• :'::' ..'. �� LATERAL INV.=746.25 C { - ::..:.:::::::: ::.:.::..:: 1,000 S.F. EXPANSION PROVIDED { " PHASE TWO I-F.H. ASSEMBLY I o� '• :'.'.'.' ' 6 SEWER LATERAL -- {CT) 1-8x6" REDUCER :'2000':'::..22.00':.'' (OTHER THAN KITCHEN ,LTINiATE AREA - 78,,750 S.F. BUILDING EXPANSION { 20.0 ...'. .'�.....'.':'... " .'20:00' '. 20.00• R3r8" CPP " WASTE) -T. -I: :... .?v.vu.. F.F. = 751.75 219000 S.F. `� . ... j ... { A .'.. ` ' • ..... o N/F 4 1 .:.:,.......: LOT 3 N VALLEY LUMBER RIM=750:60. •::', ; ... .': 6,00, = 5,45 .' ..;.:...:.,' �' X. 5.994 ACRES TMP 63 ((A)) 91B .. ...E ZONED: B-3 INV.- ;'Ot/T�-* 25.'.'.'.'....;'; .. . I ATERTIGHT USE: VACANT ,• 'FR,4ME'&•COVER'.' '•; :•.'.':': �,; •'' •�.W I o r' ® • ... pco •. ' • I WALL MOUNTED HANDICAP PARKING SIGNS ,I LOT 2 „_, : INSTALLED PER VIRGINIA TATE CODE - II I "'...... ::. SECTION 36-99.11 (EIGf REQ'D.) 12.000 ACRES i t :� :.:; ... ... po { a STR. 2 t I TYPE: DI-7 �, ® c� .:: ' .: ; : ;;•;....... - -- - - - - - - - - - - - - - - - 0�1 I RIM 749.50 l`c?- ' . ' ate. C C~. S1DE6VALK ' ' ' a $'. F7 'CONCRETE SIDENIAL •'" a INVERT IN 746.30 C3 tn. • . •'j �' \P .'.�' I INVERT d` E OUT 746. I 10 C2 .. r PROVIDE TYPE° y 111 GRATE cn o ".. ' : " O °I ® C SIDEI AL h?... 1,... `L.... :.:,....•• $. 8.ff 8.0 8;O..S.Q 8.0'8..0..8.0,.8:0 8. $.0.,8.0 •p.....'.•.FI'" .. ->� ROPOSED , RE. , . QE -' •.... 9B o • ' .� �... /A "EI? ;' (JRB.'T0 '. Utz R.'L.LEV:'..'...' HYDRANT:'ASS Y ® : •�,'.'. ..... OVER.'10''F7.:.FYP.• OF .'PLACES .....':.' '.: :..: �9P'8.Y'FCSA:..'.'..." :.'.... / .... s . o o i o I / F ��• co j . . ® a C LEN.'152 SLOPE 061A'.'15in:CP . END SECTION 2 FT. CONCRETE �� / ° I I ; . 50 C2 FLUME STR.:END SECTION 0 C7 M \4 ��,. � " • � A 6+57 68 (TYP•) / p . 0:00 • • 20.D0 '' 22'00' INVERT IN 744. INVERT OUT 745.0 r PROVIDE EC-1 PROVIDE EC-1 ( .20.'00'' :'.-.-.22:00' :'... 20.00.. ��/ y�P I Imo-'!• ' ;w:., w. "'.• .... ,., .'° STR.1 n,<t..'. / f-`� / r '.'.' 1.'.'.'........ f W TYPE: ES-1 INVERT OUT 748.50 Cl END SECTION t�i oGO ...;. :.'...' ' " �; STA 1+51.77 ® INVERT 1N 746.00 ..... . ..... -- EX. WATER VALVE .. ' :. ��...'.' i........, .,.: PROVIDE EC-1 RAISE VALVE BOX / ® .. •. : ::: 4 _ ' . ; : ; ' :.:. AS NECESSARY - 50 . R.L. PROPOSED PEDESTAL SIGN I - SEE NOTES 1 AND 9 o . ..cy 00, r/ / P 324'29" W 1096.67' OUTLET 2 I o OUTLET 1 r" INV. OUT=742.5 OUTLET 3 INV. OUT=742.5 � INV. OU7=743.0 , LIP OF FLARED INTERSTATE 1-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. END SECTION 740.73 36" RCP INVERT = 740.27 CRMPH/CSCALE 30 15 0 30 60 IN FEET) 1 Inch = 30 ft. .' V N co 41 1-F.H. ASSEMBLY TAP BY F.C.S.A. (TYP. OF 2) 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE (TYPICAL OF 6) STR 9 TYPE: DRAIN BASIN RIM 751.50 INVERT OUT 749.50 C9 STR 8 TYPE:DR41N BASIN RIM 751.50 INVERT IN 748.70 C9 �--® INVERT OUT 748.50 C8 N/F HOOD DAIRIES TMP 63 ((A)) 86 ZONED:M2 USE: INDUSTRKL WB 101 P 1c-3 STR 7 TYPE:DRAIN BASIN RIM 751.50 INVERT IN 747.70 C8 INVERT OUT 747.50 C7 PROVIDE ANCHORED CONC, WHEEL STOPS IN PHASE ONE PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE i TRIP GENERATION IITE, 6 EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 542 T.P.D. USE (50DE: 435 �( 32 PARKING SPACES TO BE (�- DEVELOPED COINCIDENT WITH PHASE TWO BUILDING EXPANSION TP 6. D' RAILROAD SPIKE FOUND IN ' I 30" CHERRY TREE PROJECT SUMMARY -15 - A - FIC TAX IDENTIFICATION NUMBER t3.fx_� EXISTING PARCEL AREA 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE SPORTSPLEX DISTURBED AREA 5.50 ACRES SETBACKS REQUIRED PROVIDED FRONT 35' 51'+ SIDE 15' 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQTF. (PHASE 2) FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC, LANDSCAPED AREA PROVIDED 2.36 AC. 39.4% PAVEMENT AREA 1.82 ACRES PARKIN REQUIRE PROVIDED (PH 1) PROVIDED (PH 2) SPORTSPLEX 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 PARKING LANDSCAPING PARKING LOT PERIMETER 2183 FT, PERIMETER TREES REQUIRED 54.60 (01/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01 /10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED --- 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQ'D. 13,046 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. All LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. All. REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al17.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS, 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA-- 100 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. l 1. THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 13.PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY ° PIN OAK 2' CAL ®6" HIGH AS SNOWN 30 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 32 EASTERN RED BUD 2' CAL AT 6' HIGH AS SHOWN 18 HE17 HOLLY 36' HEIGHT AS SHOWN 91 SEEDING REQUIREMENTS AREAS ALL DISTURBED AR NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: K T Y PER 1,000 S. FT. 2-3 LBS. MARION EN LICK BLUEGRASS E Q 1 LB. ANNUAL RYE PER 1,000 SO. 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. LIGHTING LEGEND + LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LITHONIA KAD 250M 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. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8- 2113/3' BM-25/2- SM 2A) PROPOSED STANDARD PAVED AREA (8. 218/2' SM 2A) PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY UTIUTY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISIING WATER MAN PROPOSED FIRE HYDRANT PROPOSED GATE: VALVE & BOX EXISTING SAN. SrWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE CG-12 HANDICAPPED ACCESS RAMP -fw ELEC 1 TEL 1- GAS1 U) z w � Z o U z O W �Z � �Q� � z w Q z z z w 0 o t!� w a a t`�•J► 5 w cn cn or ri LL w a� w w w w a_ d a_ 0 o C, w w LJ L V, w W w N N O N O O 1 1 Q rn r- T 0 0 N t7 z i w s as �' LD 0 uJ > C \,�,G1Ntq J W O o w O w � Qcro tw-�Z _ Up �L'i0 N Q w i �O wv0 k4/+ 0 W � WO DRAWN BY: J D. S. PROJECT NO. DATE: 5/30102 SHEET ,2 OF 61 S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W`65 MPH POSTED SPEED LIMIT / I �Q t STR.3 i r /M I • � �j '`� TYPE: DI-1 N ' RIM 750.00 { INVERT IN 747.80 4'I INVERT IN 748.30 �5 INVERT OUT 747.30 ,C3 p N/F 7 PROVIDE TRAFFIC BEARING DAVID B. HOLLIDAY -'sue RIM AND GRATE Y TMP 63 ((A)) 91 D 1 • j ZONED: B-3 STR.S � STR.6 I I TYPE. DRAIN BASIN s� �, S IR, USE: VACANT RIM 751.50 �PG� TYPE DRAIN BASIN EX. SS ! MH. � 0. R7M-Z 1.50 + ,/ - � �� psi N BASIN INVERT IN 749.50 C6 RIM = °`751.91 >J, .�� Q i si _ _._ _ _ _ . .__ _._ .._........ _. _ _..._- ....... _...__ _... -__ .__ _INVERT. OUI 7._49. 30...CS__. _.0. _ _ _ 1NYER. 0(� ZAP 00._C6___ 748,45 C4 I _.. ijl_ - 1 752 i , ' 15 F% _ - fP s ,• / 4 LEN t 04' LOPE 0.63q DIA 12in:CP N. C 750.75 ® �, . PROPOSED GAS SERVICE \ \ •IY•• Y• ... • W 1iL•i1 W •JiI• W 1iL•YI Wii/ Y� � . 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE I - 25 "• R5-6" CPP 751.75 t . -j• (TYPICAL OF 6) IP / IP IP IP 752 I TIC 751.35 ' _...........................:.............................•----•-------....................�............. ...... ...............................................................-....................................--•-•-_... E `'�� ELEC 1 i C 751.60 i J J I - T E `STR lA T C 752. F L 1. TYPEI DRAIN BASIN R4-6" C IP / t' 3 I RIM 7�1.50 �4•: / �,� I INVERTI OUT 749.50 C9 45 i E 7 � I t I a Q,I ' R3-8" CPP / I IP ( - STRI 8 - '1Y"Pt:DRAIN BASIN IN •,RB�• ` -I RIM 751.50 A' J F L 750 21 t IN V RT OUT 748.50 C8 7 ` - VALLEY LUMBER RIM=750.60 � s )) ' TMP 63 A 91 B 4�.............•-•------•....---..................... ----- •-' 1--•---.....---... .......................... ...... ! ...-•---------- - -............................................... .7 I i W._OUT=745.25 ! ZONED: B-3 ',:• '° ;, �` `�.� F L 751. 0 ; • 5 USE: VACANT �,(� J t � ._ NSF / \ HOOD DAIRIES / / o R2-8" CPP '.: -' �� p .€ /._. TMP 0 T3 ({A)) 86 ! i� ZONED:M2 USE: INDUSTRIAL f I ='; x 752 / E { • \� s' 1 WB-.101 P 1673 4, • I cr 1 f j.: �.......-•........................................... ..................................................... :.............................. t.---------•--------................................................... a I UNTIL BUILDING IS EXPAND q, �� i` --� ' • `` R6 TO R10 TO DISCHARGE c'' I `��• ,.� �- W�� .R ONTO GROUND. IP SIR. 2 1 {{ T C 751.5 TYPE. DI-7 I �..., .,..�,f.........,, ..,......,.�..,.......,i..,.�.. I' j RIM 749.50 ; ;' T C 7 .55 ��' , 1 C 7 .40 -. ',•A ' •..: a ".. ;' •a :'S a ,, • _ ; ' C M ✓1,10 G' S1.'10 7 1 r \P. INVERT IN 746.30 C3 STR �i TC 7 :.. 5 .60 T C 751.6 INVERT OUT 746.10 C2 •''� - 1 TYPE•DRAIN .PAI PROVIDE TYPE N GR4TE752 -C • - low �\ 70.. CSINVE !N 7 .7CZRFCD INV OUT4� o F C 751.20 C ,.., ��,�, . .......... .. _.. ,�, Q�,y ;,. T C 751.3 \�' •.� ( 1 x C 1. ' V7; p PER CURB TO GUTTED? ELEV. 749.00Z O r. T C �.r 1. T 75 .70 OVER 10 FT (T ; P. OF: 2 PLACES) n - ' •1 TP , I lJi . 1 !( T C 5 25 0: 151 C 7 0.25 � f TI , Iw. T C 751.40 1. Sp-aiT C ( 1 ti :;• 1 T C 750. 1 I 74 .50 bimi I I i x T 750.00 T C 50:00 1 1 LEN 152 SLOPE 167% DIA,'15in.CP r' �' I , ....:, ..: ,: .., ... ,.. END SECTION :00 / / � { 746.00', STA 6+57.68 STR.:END SECTION ' ' INVERT IN 744.50. C2 -; 2 INVERT OUT 745.00 C7 - l _ PROVIDE EC-1 44 - PROVIDE EC 1 G s, -POND I 750.90 C T , IP X F L - F L 750.50 �� / r % 3 HWX 5 FT.L. SIR. 1 750.0 USE SOIL STABILIZATION TYPE 1 ON ALL PROVIDE SEDIMENT TRAP ,' T C 750.00 F L CL A� RIP RAP 'POND SLOPES THAT ARE STEEPER THAN 3:1 ,p5•,i T C 750.90 I TYPE: ES-1 T C 75175 �� EMBANKMENT AT EACH INVERT OUT .748.50 Cl OUTLET z SECTION I '•�- STA 1 +5 i.77 LI EXCAVATION TO ,,� ` �� ! I Ali, EN / J INVERT IN 746.00 RE 36 MINIMUM CO R ON EXISTING PROVIDE EC-1 -7z- I I ! WA T MAIN. ,,� , .Wx 5 FT.L. 3 FT f `_r 2,'---) _- 50 B.R.L. _.._-. _ _ _ _ CL Al RIP'',RAF'_ •• � � T C 751.55 • � lr ,/ �TYP. OF EACH FLUME) I 1 743.00 T C T C 752.05 743.00 43.50 1 r -7 1.20 TP 1 C 751. ...----. --------------------------------a ....SDiI��1�� "BAS11�' A---....------ •_aw- ----- j •-------.... .� p6 .................-----......... , ... ......... ,,� ' R�,4�' S`pIKQ 751. 5 1 • FOUND IN - - - - - - - - JO" �HERR Y TR� ..... S F S F S F-=�- ...... -•--• ��.._ OUTLET 2 F S F � 751.30 T C 751.60 .: _ -,EC-1 REQUIRED OUTLET 1 INV.OUT=742.5 I OUTLF(3 r • ............................... . .......... • ..............� TP IW.. OUT=742.5 INV. OUT=743.0 .• t I `� f LIP OF FLARED END SECTION EC-1 REQUIRED 5 (. I = 740.73 ', t GN 746 ~-- - _L _ .. . I ! 7SO-- ; _ �6_. RCP-�-•-.__..__.�.�.. �50 _ __.. _ I r-- -.. _._._... _ . - ...,- ,. _. NVERT �. 740.27 752754 _. _......... __..... .._ _ .L. 1 V 1 ERS 1 A 1� OVT „8 f •�-+� _ _.� i... tom•- (,';� / - ------------------- - �- '�----- .B.-L-. tTERSTATE �C `` ` AFIVK E�tDTI� / 1C 1��ST D SP bLIMIT GRAPH10SO4LE 30 15 0 30 60 IN FEET 1 inch = JO ft. LEGEND EXISTING STORM DRAINAGE & STRUCTURE - • • • • • • • • • • ❑ PROPOSED STORM DRAINAGE & STRUCTURE ......... PROPOSED CURB & GUTTER .....•.. .......•-• DRAINAGE FLOW ............................... DRAINAGE AREA PRE -DEVELOPMENT ................ - - - - - - - - DRAINAGE AREAS DEVELOPED ..................... ........................... EXISTING GRADE .............................. PROPOSED GRADE ............................. PROPOSED EASEMENT AREA ..................... - - PROPOSED SILT FENCE --'-•-•---------------'-' SF CONSTRUCTION ENTRANCE ...................... RIP RAP CHANNEL LINING --------------•'----- NCE INLET PROTECTION ••--•------------- ENC E SILT FE ROCK FILLED CHECK DAM ..-- ..'- .. ....... ® RFCD U) Z Ld 0Ld S U m Li g L Q Q w_ vi � > W U U LL LL n a- n o Ld Ld >>>- W W W oo� i i 0 0)o Z .p4 0) a V� L C c PC J • V i W 4A ro O, LL 3 Z UJZX W a: O W U_O W W L)WC� Y EN a UL-Z Co ��ow Q t o U 0 kvIN o - SCALE: 1 "= 50 ' DRAWN BY- / D. PROJECT NO. DATE: 5/30102 SHEET 3 OF 61 o-i'T'T- Q 4 Q 75 75 74 ?ATUM ELEV 740,00 If 0+50 1+00 1+50 Cl Lo cl b_ _ ..__..,._ ..__.. r iC,) d (vim f I W tea, �DU� �� 1 i i ( UI�C) J �+- `�', O i Op Q- U c1J O t I O' O M T3:� �,h, I oo� , zo { oosc,�ca J a...... W._.I.. ........ a... _ a. W ... .. ' ' .._ ... _ ti.. .. . W.. __.._._-._..__ ..-_..,.._.-_.. ..___._..�. .. ...,. _ . �._. _._ �.�... ....: _. _..._...-.. ---_... _. '_•_..' ---. _..._._._. _ . -_... _. �.. _ .-fit' N�Z Qa P LL i _ �0�� cn co Lj CZ) L L L Q Q 3 i 1 , i { , I I I I C6 LEN 1Q4' ______— — -- --� --__ DIA Bin.CPP C5 LEN 104' SLOE 0.639 01A 1' w Q, i CL , O i ii d i 1 I i i�Lq I i j F 01� a , 1 Q I Q ti i I � I � 1 l I ; 1 1 _...._..._ .............. .. _ _ _._......_...._ .. ____ _ ......_........ 0� n.CPP _... C4 I _ ..__._._._.. 104St _......__..._.__... OPE 0.63% _..____,__.....__ DIA 12in.0 C3 LE 214' -- SLOPE 0.47q DIA 18in.CPP --- C 2 E N 1 3 c 4 IA Bin. CPP _ _. _ ti � r` cWn C Qs Q W W cp Q Nj N Q �C -i- aC.13co 0+00 _ _. _..._. ,, .._....__..._. ...... ......... ...... __...._....__._ _ 1 Q:z _ o o ._._ _L4j ,. a I PROPOSED, o BUILDING L I I c 755 �.__ .5.. ..._._.....__..... __�;....._.._..._ ...__........._ ___-._.__ c6 ! I i cn I i r 7501 _ 1 11- ...... --- I __ _ I I ..L _ _. _. _._ .--- . I _. _ I _ __ I. _ I_ _ I_ 6" DIA. PVC R35 SEWER LATERAL IN 69 /PE LEN 148' L PE 1.179 OPE 1289 745 __ _ _ _ ...... .. . .......... _ _._ .. _ _ .. DIA 6ir%Pl/C SOR35 CLEANOUT W/TRAFFIC JE11ING FIXTUR 742.00 o a o o O o 0 0 0 0 0+00 0+50 1+00 1+50 2+00 PROPOSED SEWER SERVICE 750 745 740 DATUM ELEV 738.00 N r. !IIIIIIi CQ 0+50 7,' DATUM ELEV 745.00 1+00 1+50 2+00 0+00 0+50 1+00 PROPOSED WATER SERVICE 0+50 1+00 1+50 2+00 2+50 3+00 EXISTING WATERLINE DATUM ELE 740.00 2+50 3+00 3+50 4+00 C2-C6 V L I U I SECTION THR1 EMERGENCY ACCESS QO O O O Ct n r 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 C7 THRU C9 U 6+00 6+50 GRAPHIC SCALE 30' 15' 0' 30 60' 1 INCH = JO ft. HOR/Z. 1 INCH .3 ft, VERTICAL r w Z 0 0 F— v w w z 2 w U Q O O lj1 w vi vi UU w U cU L w L a w a 0 0 0 w Li cn (f) (f) > > > L,J w w N N p O O I I � Q rn r` rn o 0 .aal as � c � Q w� v � m C!i i yi C a4 � J f� m U 3 6h8v 2' ��; w_ .~ ui It>IaL C-� J0 Z OY�OwwVwc�nV)��z�0wtZ q � � j !� 94 Ov � v � o SCALE: 1 "=50' DRAWN BY: ✓. D. 5. PROJECT NO. DATE: 5/3%2 SHEEN" 4 OF 6 0 i VARIES 124, 00' 20. 00' 22.00' 20, 00'_ 20. 00' 22, 00' _ 4o PROP rEERSED CG-6 a WITH GUTTEOPE DETENTION POND - EMERGENCY OVERFLOW ELEV - A TOP OF EMBANKMENT - B RIP RAP VOLUME CL A1(C.Y.) - C DISCHARGE PIPE DIAMETER (IN) - D DISCHARGE PIPE INV. OUT - E DISCHARGE PIPE LENGTH (FT) - F DISCHARGE PIPE SLOPE (%) - G DISCHARGE PIPE INV. IN - H OUTLET STRUCTURE TYPE - I OUTLET STRUCTURE TOP - J OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K OUTLET STRUCTURE ORIFICE INVERT - L TWO YEAR STORM ELEV - M TEN YEAR STORM ELEV - N 100 YEAR STORM ELEV - 0 CLAY CORE TOP - P ANTI -SEEP COLLAR DIMENSION (IN) - Q EMERGENCY OVERFLOW WEIR LENGTH (FT) - R SEE (0) = 20, 00' - 2" SM-2A AGGREGATE LAYER TO EXTEND 1 FT BEYOND BACK OF CURB 8" 21-B to r7 �,- POND 748.40 750.00 15 3@8" 2@742.2, 1 @742.7 80, 80, 30 0.01 743.00 PVC CULVERT CULVERT INVERT NA NA 746.69 748.28 748.81 747.90 2@36 each 40 #5 Bar E.F. 4 3000 psi Concrete collar 12" thick Concrete Cradle Roughen surface to ensure SEE (0) bond to anti -seep collar ANTI -SEEP COLLAR DETAIL not to scale see (Q) PROPOSED 57,750 SQ. FT. SPORTSPLEX F.F. 751.75 PROPOSED 21,000 SO. FT EXPANSION F.F. 751.75 13.00' , 12.00' _1 6. 00' SECTION A U � DETENTION PONDOUTLET DETAIL scale not to USE FOR SEDIMENT BASIN/TRAP AT CENTER (OUTLET 2 ONLY) 1/2' zinc plated hook FOR SEDIMENT BASIN/TRAP tD attached with 3/8' fastener PLUG OUTLET 1 AND 3. zoo 2-1/8` din. holes Isometric 1/4' HDP9 plate pipe bolted to Llr-1 HOPE structural plastic with t T 2-1/8" holes and 1/4" plate I manufactured by Plastic 000 Solutions Ina at equal 0 P .5f1 TC�CQ( 4 ? •4 r l� •' ' .•at.t. 7. .r VWT std. / conc. apron EW-1 (6" thick) Section 6/8" dia, hole • shown with optional plate HOPE structural plastic with 2-'1/8' holes and 1/4" plate manufactured by Plastic Solutions Inc. or squat j n /�T'+2 \- VDOT std. Imo'-1 I I � n i y------- I Dales � 5„ WATER SURFACE Wngls BidPI p) orifice Ele-vation YEAR WATER SURFACE V. = (N) YEAR WATER SURFACE V. = (M) ORIFICE DEBRIS CAGE (OUTLET 2 ONLY) TO 'T ORIFICE OF SEDIMENT BASIN/TRAP E ORIFICE DEBRIS CAGE WITH T DEBRIS PLATE AND CAGE (ALL 3 OUTLETS) WHEN VT BASIN/TRAP IS REMOVED UTLETS I and 3 FOR SEDIMENT BASIN/TRAP VOOT STD. EW- 1 AND 4'x4' CONCRETE PAD AT ERT. KMENT TO BE PLACED AND COMPACTED .IFTS. NO TOPSOIL, ORGANICS, OR STONES -R THAN 6" DIAMETER SHALL BE USED. AL SHALL BE COMPACTED TO 95% OF lM DENSITY AT PLUS OR MINUS 2% +M MOISTURE. :ORE TO EXTEND 5 FEET BEYOND ENDS 3ANKMENT, AND 2 FEET BELOW EXISTING THE TOP OF THE CORE SHALL BE AT _ (P) . DEPTH OF CORE I IS GENERAL, ACTUAL REQUIRED DEPTH BE DETERMINED BY SOILS SPECIALIST TIME OF CONSTRUCTION, MAXIMUM SIDE IS 1: 1. ;ORE MATERIAL SHALL MEET THE FOLLOMNG: I CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PARTICAL SIZE: 955% PASSING 112" SIEVE. OUTLET PROTECTION CULVERT Q10 (CfS) CULVERT DIAMETER (IN) WIDTH (FT) LENGTH (FT) RIPRAP CLASS r-A-I EW-t,lA s X D NOTE P, TSHAPE b .. .,• TO BE BEVELED j----------•------ •. H WITH MORTAR i i FLOW f ; 0 I DO 1407 BEVEL INVERT o _) - C ------ NOTES: 1. "H' MAY BE REDUCED UNTIL "X' REACHES A MINMUM OF 4" WHERE ENDWALL WOULD PROTLIDE ABOVE SHOULDER LIE. N NO CASE SHALL TOP OF ENOWALL 6, BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT <WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE.DITCH SLOPE,OR SHOLLDER. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY DE EITHER SQUARE 2. THIS OEM MAY BE PRECAST UN CAST N RACE. EDGE OR BEVEL EDGE, 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET B. ON SHALLOW PUS WHERE ENDWA.LS AREV OR LESS BELOW SHOULDER LINE SHE TOP OF THE ENOWALL SHALL BE CONSTRUCTED PARALLEL TO THE 101.02. OF �'` THE ROAD. 4. IRS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SHEWS 40• TO 45' 1. 9. Y'4" CHAMFER WAY BE PROVIDED ON ALL EDGES AT MMA)FACTURER'S OPTION. S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WAIN INVERT OR WINGWALLS OCCUR. EW.1 EW-1A ENDWALL FOR CIRCULAR PIPE o1AMETER OF PIPE CULVERT 12" 1S" IS" 21" 00 24' 27' OR 30- SJ" 00 36" A 0•-6- a-8" 0•-ff 0'-11' r•a• Y-a' B0'-If" r-r• 1'-S' r-6" 1'•9'• 2'•a' C T.4.. T-7. I.-T. 2'. 2" 2,-6" 2•.g„ F 0'-8" a-Ir- 0--8•' 0•-9" 01•9' 0.9" H 2., 3" 7-11" 3'-1. N-g'• 4•-3"' 4..9.. L 4'-0.. 5..a, 8'-0" 8'-1' 101.0" 12•-a' 0 0'-V&' 01-1y," 0'-2" a-2%i• 0..311.. 0.,3y., S 0.,," 0'-0/4" 0"'1i' 0'-2" 0•-2'/i' 0'.}.• CUBIC YARDS OF CONCRETE CONC.PPEI 0.241 1 0.492 a.8g7 1.}ig 2.061 2,947 C.M. PPE 0.257 0.52t 0.739 1.398 I 2A09 3.145 ENOWALL FOR ELLIPTICAL PIPE SIZE OF ELLP71CAL WE CULVERT <SPAN a RISE) 23"x14" 3a".17' 34"*22' 38".24" 42"x27'• 45"x2g" 49"02" 53".34" A a-8" 0'-T. 0'-$0.1 0..1111 0..11, f..0.. 1.-0.. T.O. B r-2" r-5'• r6" r-e^ r-0^ r-rr r-ir' r-1r' C 1•-8" r•u' 2'-T' 2'-4" 2'•5" 2,. 7• 2.-8., 2..1., D V-2" V-7•' V-10" 2-0" 2•-3" 2'-5" 2'-8" 2'-10" F a-e•• D•-e" 0•-9•• a-9' a-91• 0'-91• o•-s•' a19•' H 2'-10" 1', 3" 1 3', 1" 3'•9" P-0" 4'-2" 4'-5" 4'-7• L 5'-5" 7••2" 8•-6" 9'•2" $01-21, to,- it, 121-1" 12,-It" S V-'V' 2'•6" 2'-10" 3'-2" N-6" 3-9. 4•-,.. 4-.5" 0 0'•2%,' a-3Y.^ 0'-Y12 0.-4" 0•-4/," a-4-y4• 0'-51, 0-5'/2" b a-2" 0'•2'/f" 0'-2}'i' a-3" 0'•3'/0" O'.3Y," 0'-4" 0•-4'/7. CUBIC YARDS OF CONCRETE CONC PIPE 0,502 1 0.855 1.236 I LSOO 1 1.611 1 2.101 1 2.512 2.901 'REfE1+EtHCC' STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"0411-53"x34'' ELLIPTICAL PIPES VPGINA DEPARTMENT OF TRANSPORTATION fO1.O1 1 2 7 Outlet 1 Outlet 2 Outlet 3 2.84 12.03 6.94 2.20 2.20 2.20 15 18 15 8 8 8 10 13 11 6 6 6 8 11 9 6 6 6 Al Al Al Al Al Al �-W-I BERM TOP C OUTLET ELE. D x a MAY LII1_ I ORIGINAL GROUND ELEVATION HEIGHT VS WIDTH REQUIREMENTS ORIGINAL GROUND ELEV. COARSE AGGREGATE BOTTOM ELE., F COARSE AGGREGATE WET STORAGE TOP ELE., (EXCAVATED) `FILTER CLOTH CLASS I RIP RA AREA COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 Q TEMPORARY SEDIMENT TRAP; VESC 3.13-2 NOT TO SCALE PLAN NAME BASIN A BASIN OUTLET LENGTH, A (FEET) 3@ 18 TOP BERM WIDTH, W (FEET) 3.0 RIP RAP TOP WIDTH, B (FEET) 2.0 HEIGHT TO OUTLET BOTTOM, Ho (FEET) 2.0 HEIGHT OF BERM, H (FEET) 2.8 BERM TOP ELEVATION, C (FEET) 745.8 OUTLET ELEVATION, D (FEET) 745.8 WET STORAGE TOP ELEVATION, E (FEET) 745.0 TRAP BOTTOM ELEVATION, F (FEET) 743.0 PLASTIC m "t" Road OLUTIONS P.O. Box 43M ORIFICE DEBRIS CAGE ftah"ter VA Zzeo4 INC. W-alas--4N4 •e'h'.plaltiC-iOiUtiDD.�OIIY PROVIDE FORALL OUTLETS FOR POND Isometric s 1/4' WIPE ' plate Pipe bolted to NW-1 culr =PS structural plastic 1/4' plate and grating 1 �l with 1' holes and a n-Ir. 7 of 3(M of Opening area 1 >< =ufa'ctared by plastic t o Satutions Inc. or egnai shown with Optional plats 1 cons. apron IMP P struatural plastic (9" thick) 1/4 plate and tratir4 Section with l" holes and a a3ss3e. of 30% of Dpan1II4 area EnanuYaature8 by plastic --Mr- 1.0 fbolutl s luo, or equal -�is'r� PLASTIC M "0"" ""1 3.7 01.H�WNH:7' P,D: 8ax 4S6ti tLdtsrtat TA 0) w 0_ O U 0 Q z w FQ Ld w > w w n 0 w to w N W o F- I Q a' U i rn • 04 V �s •v" CID Q a0 .�45 >� W w � s t» L N C C I- "Gs � Paul T ® x V L 1000 W TV ••~j•Mn J J Y z O o w �ej Ow u� Q� wV)Z _ UC) �WCD of N bM d oC) a c 00 v� O Q v v SCALE: 7 "=50' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 5/30/02 SHEET 5 Or- 6 aR'I y, SECTION CAST IRON -/, SECTION STEEL NOTES DETAIL 1 DETAIL 2 DETAIL 3 L 2'/i r/t` .'/,' L DEPTH F;E7 ou TO BE vwwN ON PLANS, HALE PLAN VIEW BMIN BL 0 C.I� AND GRAVEL DROP INLET R 0 CK CHECK DAM ivyy tp W T 3, 10'-." b•,p OR L)EP(M GREATER THAT W' USE $TADAAp M'-a`• <2 x NN.L TIfC10E5S) �-B 5 2. THE "N" DIMENSION 9NOWN ON THE STANDARDS A A 8 B NEi o �R°oN°NHt `HV[RRrsoF�i ou TALI I r-n' I A q A _ GA57 akY. P�E Ta ,HE TaP THE TTRaGTaRE. _ - " -S I A * SEDIMENT FIL TER iv J NON STEEL y,7 .tided FOR PLANESTNAIPCN40tf'lIS ARE RP°SCT NC� HfATK ACTUAL I '� J W S NW, 35 WAS 3T 6, - ,DOR SYK NG R oE,7AND T E THE LN.3T 7T� 2 ACRES OR LESS OF DRAINAGE AREA: Oplldnd 3 E.. 43.6 1 CONiR KI OR fRON FIELD CONOITMO<S, /� li- -I L-l.. &o<. RB! IncNdr,q xdu4P9iV3. WHEN $PEC:FCI[O ON THL PLANS THE 14 Li IS SEE STANDARAD SL-1FCR APPLICABILITY of SAFETY SLAS. / S UN. UN' s Mot. - CONCRETE BLOCK ap. P•Y,<Eipe,P. TOaE SHAA N ACCORDANCE WITH STMDAPO B / _ g WIRE SCREEN lfr IS -I, THE COST OF FUPHIN' a AND Pt ACING ALL STItAARa W-7 NOTE, _-__- • MATERIALS IMCIDi 10 THE SHAPING ,S TO BE THE TOP OF MASONRY I4 TO BE LEFT I -. a r a NCLUOCD N TIE BD PRICE FOR THE STFUCTURE. FRANC r COVER 9UFF%:ENTLY HOUR TO PERYT PROPER __ _a '--��" B �--••- 3H---''''��{{{ B A. N THE EVENT THE INVERT Or THE OUIfAtL UtAOETERY TIE L7SE O' NOgT 0R �0 t t I I I �� Y/r- 2.7.. B'/i Lvpi-� PEE 6 I+f✓fER tn.W THE BOTTOu OF ,HE BPoGf 18 rINECTED BY 7rC p Stud $h<ro STRUCI,E THE INVERT Of THE STRUCTIM t L •- I t3" a... eem.ERBT' SHALL II SH,wE0 WITH CEMENT MORTAR TO I, x- ,9`/j PfLKNT STANDING OR PONONG OF WATER y.n• H `., , II^--�I -MI N THE STRUCTURE, rlE COST OF FLfU1SHN° :f I H / I _ PLAN HLEErAWO P`ACING S APING MIS TO'BERIALYNau`ofo N THEE 9D B I + ., �-� FILTER CLOTH I RGoI< R..nor.C) PRICE FOR THE STRUCTURE. - - - - 3' b 6• FLAT SLAB TOP AS DEIAEED ��r(1'� SECTION B.B 5. STEPS ARE To BE PROVIDED WHEN H IS v-0- ,p ON STANDARD T•NH•, MAY By P: •' 0 - 0R CRCATER. F CR DETAILS SEE SiADAFF) ST�I 0 `.S SUBSTITUTED L0q TAPERED GEOTE%TlE OEOOTTCXTRE '��'---- - (OPTIONAL) "'++1000 SECTNW WHEN APPROVED aY a pMLN9ttN5 FCR COLLAR DETAIL 6. THIS ITEM MAY BE PFIECAST OR CAST -IN -PLACE. THE ENCNfER. I �,.0, I FABRIC �' G�OR7EIOx74E .�. L CAST RON ONLY 7. Y a X 6- SMOOT" DOWELS AT MPROXAM ELY ST a. ST•f •'• , ''��') 11' C C TO BE PLACED N ALL AREAS AUKENT N,.2.. D To ABUT INO CONCRETE 10 PREVENT Ar' �A SECTION A -A SECTION A A SECTION A A �`� (DOWNSTREAM VIEW) Hvdw. Cb,H 7•.6'. SEtREMENT. N LIEU OF DO'A4L5 A 7"%4• ' NO TON MAY BE PROVIDED. SEE Si ANOARD a.. ^ .. ��_� 3" Dangler T•DI-] . FOR ALTERNATE °ESGT1 _ HALF SECTION A -A - VDOT �jl ti B. 3" pA/( TCR WEEP HOLE INTO IGA R2" PLASTIC n ,o IEVCL A5• TIDTH FRAAE AID COVER ROJOVED) .� 0 4' s•• �'• a -r HARDWARE cto,K '/j' NfSN OR GN VNiZEO KK B • NOTES: �- COARSE AGGREGATE STEEL WINE MUM WIRE DIAMETER 0.03" O• BRICK CONCRETE r' D Cda A991 J U Il (f NUMBER < 1,E91 HARDWARE CLOTH ANCHORED 5 .. ---- -- �� -0 rry R6B.. 78 a C C FRAY TO THE OIRSDE OF THE STRUCTURE. Iwi 'E E <! wdlA ' fOTt MAPIU.f 1. FOROUTSDEL THREELM CHANELS WOTNT (W). DIME N510N S I$ To GOVENN TrIE PROTECTION 1 N ", TABLE OF WAR7ITES IiET 9gWIN ME IUI �I 9.CAST N PLACE CONCRETE IS TO BE CLASS A7 i •wfTFDUY Rf'ES• THE AMWtIT DISPLACEDun. 35 y1.., IS W" a <.• t3000 PSI. PRECAST CONCRETE + TO BE I - COMMIE BY PPES MUST BE 0[OUC7'ED TO L Hr a,r B tt A000 p9. _ I DEPTH 9aCK MANNOL.E MANbIE OBTNN TRUE aUN1r17E5. -S IN. w*' 1 2. ON µr sECONDMv ROIpS INSTALLATION RE%0MO EROSION CONTROL STpd FLOW ~;d' •fir w. ANY KTERHATf METHODS OF NwNORAGE ry Bi CONCRETE COACRETE 2. A BASE THICICHESS OF C WAS USED N � WHEBE IN ACCORDANCE E WITH OCTIL 15 SPECE DON PLANT, CONSTRUCTION I$ NEE t1i THE APPROVAL OF THE ENf1HfEER a , --' FEET THNOL75AH05 CU. YARDS CU. YARDS OOMPUTNG CONCRETE QUANTITIES. TO BE N ACCOROA+CE fATH OCTAL 2 SHOWN /80Vf. NAY BE SUBS711UICU FOR THE CAST RON O,•, NX)Nr:RETE --- ; 0,�� '<}7 }, NCfENENTS TO aC ADDED FOR EACH 3 GEOTEXTILE FABRIC To BE INSTALLED UNDER ALL EROSION CONTROL STO<E IN r" LLLllll UUU LUGS AS SHOWN "EREM `�{ a. FOOTING _ ACCORDANCE 1YI7N THE SPECiICATwNS. ADDITIONAL FOOT OF BEPT",----.�� W 6 0,7i5 ,M1 ..MATERIALS MAY BE BRi",CONGRETE OR A• S • pWETER OF CVCULAR b•.I.YERr OR $PA+ FOR 80%, ELLIPTICAL TI ARCH CULVERT. SECTION A•A D ` to a7 2T23 H • tEAAETER cr cRcuLAR cuv i OR Rg7HfIGHr FOR eox,EL IP7IOAL oa ARCH . i" i e ,.2 o.7a 2seyOYEO CONCRETE MK+gtE BLOCK, p� alvtaT.-' ,.. t • 5.i BLOBS ARE 75Ep THE MrrAu S.USE TYPICAL SECTION SHOWN ON PLANS OR 'OR $DESLOPE,BOTTCM WIDTH AND CEPTN GRAVEL FILTER CONCRETE QUANTITIES FOR MIN. OEPTH 1!4_ - Ti/. WALL r4bw's?� ; tl w 1.6 o.7a5 3 TI NLss OF SAME Is TO Of 5". - OF CHArEL,NATCH EM71NG DITCH OR NATURAL rnanO. OTHER 7NU0ESSE5 ARE TO CONFORM GEO7E IT, WIRE SCREEN 12" ddK..Id pb. - T..O Cu, Yd,. C-11.11 SECTION C-C SECTION D-D 11 '.° '° TO CONCRETE. tlaUOETT 9,nWN FOR FABRIC- 2-10 ACRES OF DRAINAGE AREA: u 2.2 n coHCrETE. u' em,f•.tA PIP. 1.620 C, Yd. C 1,1P SECTION B B MN.oEPrN FIL ,R WA ER m" <ancr Ii 1 I.62D Cu. Yd.. Gax•°Ls 13 2.J 70 .] CC-1 2.• Ema.I. Ph. -,.ao Cu. Yd,.[cnodd GRATE DETAIL ,. 2a .., 6.ALL CONCRETE To BE awss Ai. SECTION B-B D Add 0.059 Cu. Yd.. p< BRICK CONCRETE Is }•+ o • 7. WHEN SPECIFIED ON PLANS THE anss L r i Pd6l{aM loot c! depth. APPROXIMATE WEIGHT >8 }.A 0 INVERT 15 70 BE SHAPED N OVERFLOW C-1 YPn DR 17 ♦.IT 1.17 1i ACCORDANCE M7H STANDARD IS-T. C, . 363 : 16111, SHEET I OF 5 CONCRETE BLOCK RUNOFF anss 1 NCfEMEN O.NS ® - STANDARD DROP INLET WITH WATER 12 - 24'' PiPE: MAXIMUM DEPTH 1 = 10' �2s3 I MANHOLE FOR 12'' - 48'' PIPE CULVERTS ��204 STONE FOR EROSION CONTROL SEDIMENT VIAG.pA DEPARTMENT OF TRANSPO IIATION 302 VRGPYA DEPARTMENT OF TRANSPORTATION J02 245 VRGLWA DEPARTMENT OF TRANSPORTATION t0N AI 06.OI DROP INLET FZI.TER At WITH GATE (OPTIONAL) (DOWNSTREAM VIEW) Ca-6 SEDIME cc-11 A HALF PLAN NOTES: RHp WIDTH OF ENTRANCE h EWN°raARcE-t_3..0 WIN. SPECIFIC APPLICATION V� 1 COARSE AGGREGATE 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. rR d •LIMIT$ OZRA any OF ExPANS!ON JCNT ROUTE __- KCESSeIE 2. CONCRETE TO BE CLAST A3 E CAST N PLACE, 'CS- 0 ROUTE-:,' :R' RWTEa000 PSI IF PRECAST o M---_THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE JCONHNATIO N CURB L CUTTER HANw A RAO�'US rkIT'AVOERESABLE g•.D- 3' O' WINHEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW �I 3' i of 300 FEET OR LESS fALO4 FACE OF CRIB) SHALL EXISTING OR PROPOSED BE PAD FOR AS RADIAL COMBNATICH Clare L SfXWX.K OR SIDEWALK SPACE �, •- CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING GUTTER. CURB NaUDID N / ENTPARCE GUTTER > a FOA USE WITH STABILIZED OM OFTAOEO EXPANSION ,rowT ` N ACCESSIBLE ROUTE �DErAL AROUND THE STRUCTURE. ANDOUT LAYER, THE BOTTOM OF THE CURB CN' AND HE TER SHALL BE CONSTRUCTSE PARALLEL TO THE SLOPE- OFSUBS AND 10 THE DEPTH OF TREEPAVEMENT. �C •- 10DITIDNAL RK]IY•OF•WAYJS REOLWEO i TIE LINTS 5 THIS CURB MAY BE USED MIEN UNPAVED SPACE ; OF ACCE 59BLE ROUTE WI EXTEND BEYOND EXITTNG OR PROPOSED VDOt RIG" -Or WAY. DESIGN SPEED IS 40 ,PIN OR LESS J W " GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. ON RURAL HIGHWAYS AND 45 MPH OR J� 2" R LESS N DEVELOPED URBAN L 9A RBAN C' \7E FLOW LNC g DETAIL TO BE USED WHEN THE COMBINED WIDTH OF ("..'LI�.SS I RAP AREAS. F THESE DESIGN SPEEDS ARET-1-1: IMAVCD SPACE AND SIDEWALK SPACE IS LESS THAN 7'. EXCEEDED STANDARD CG7 is REf>VAfD. OfGUt7ENTRACC MOTH N40TR JOKY ABSOLUSPABTE MRWUN 12, gBL • °. LINO�BSTRUCrEO STAB E�F1R4roAw SSLP�E"ss"'0T'ANST SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSiiC -1 6" EDGE OF PAVEMENT--'PAKKINA4 CONECTING ILL ACCES"E ELEMENTS OF A ' . �'. ' °• • t'TT USEO'TY BY THAT WITH NOOILITY IN HT . •!, •0. •�• r 1'• D . D ' . O ' • D ' . • D • � HPLF PLAN A �� ® '•"f ° a . ' n e n 7" r 6 ACCES9B E RWfES ARE BEING SECTION `e 6 CONSTRUCTION OF A A� IL T FENCE :1 PROVIDED, A MINIMUM TRAVERSABLE (WITH WIRE SUPPORT) WIDTH Is REQUIRED. STONE CONSTRUCTION ENTRANCE p p ' .• ,p D • p - - - - - - 0% TO 10% CHANGE PARABOLIC 0"--I THE BOTTOM OF THE cum AND CURVE general backfill - GUTTER MAY BE CONSTRUCTED FACE of Cum 6" "S,'W"-{�.9DEWKK SPACE 1 general backfill PARALLEL to THE SLOPE or -'i i- �� '-`-'j- . • }- • v I. SST P03r8 AND EXCAVATE A 4�X4" 2. STAPLE WIRE FENCING TO THE POSTS. (see note) (see note) 6" 2'•0" SUBBASE COURSES PROVIDED A NORMAL CUTTER 2Y. WAX. SLOPE ® ® - �'-�-? x • .. TRENCH UPSIAPB ALONG THE ISNB -------- NOV" DEPTH OF 7" . e. I x x , p , e. ' . a. D. •6. •e. 70' MIN. EXISTING rrEo. OF P03r3 • s. 1 N • n N. .I co PAVEMENT 7 I % Y CLASS AJ T E.T c Y TE q s A Ifi A 4A COKAE } $' s ARE BE Y P .q• } 4 rH T r CONTRACTOR T Art A E OP ION OFP' 'ti:•)Ni::ti �:??:r;':i: ii: i;;� BASE 5:1 TYPE) SIZE 26 cG,{•*.,, if0 SECTION C-C �- :, r i'v.;;>:..•......:...:......: y..d._ y.o.. �. 8 8„ 9' 61-FOR CURB AO OUSTER ONLT ®POPli CF GRADE CHANGE Th 1`D" 90EWILK a1R8 AID GU TET M MUNALE RIT D B BE rY FILTER CLOTH tT bFNCURR[n L BL C concrete e" ;xlx1 _: x A r+ SLOPE AT YNrNuI 10' INTERNEE �-/ -•� A (OPTIONAL) 24" Select backfill 24" select backfill 2 MAXIMUM INCREASE Z. (see note) (see note) SECTION A -A % x x 3 x U04MAXIMUM DECREASE N SLOPE FOR G MI UM TO'MERVAL AND ° �J 0 Y NA%WIN DECREASE FOR SUCCEEDING MINIMUM D' INTERVALS �' e. • o. /" - / WHEN USED N CONANCTON WBiH $TADARO SIDE ELEVATION Ca•] OR cG7,TNE clove FACE ON Tl.s ✓ i �' 1 I / �_- / L 6 ,.'+� 6 STMDA90 IS TO BE ADJUSTED TO MATCH THE SECTIONai . l O.D. O.D. MOUNTABLE CURB C-IGURA71al 1 EXISTING GROUND :III I� 4111 1/2 Q.D. 9'EC(ICATION -_ REFEREHNCE COMBINATION 6" CURB & GUTTER 'T61G1�' ( 70' MIN. w3 STANDARD ENTRANCE GUTTER /J ' /� \ I ' \ 'f 502 VRGTdA DEPARTMENT Df TRASPCRTATION l� _ L 201.03 YRGNA DEPARTMENT OF TRIM 5POR7ATKN 5a2 B W OPTIONALSHRACK 10' MIN. 2n3.w --�- (OPTIONAL) AM stone stone''` III f iiI • 10' MIN, END -SECTION '?" 60" PIPE ALTERNATE END -SECTION 12" 60" PIPE C9R FLAW " 12' MIN. �!,' kl I'-- EXISTING STANDARD CONCRETE ARCH 4 y '' ;t PAVEMENT [IC ON OUTLET END- 71Qtl Hie OW WTUT [AC• Tx7/ll 't •` l F- �,00T CW OW POET UC-SEOTIOHI WgO7 ETC ON PEET CAC•IECTION .r" .f :T"q, ' • 'c" 7 x _ -" _ x 3. ATTACH THE FILTER FABRIC TO THE WISE 4. BACSFII L AND COMPACT THE general backfill general backfill i �- I i E TO K I�~_ - E FENCE AND EXTEND IT INTO THE TRENCH• EXCAVATED SOIL VDOT nt POSITIVE DRAINAGE 10' MIN, Sea note E COURSE AGGREGATE TO SEDIMENT (see note) ( ) I - --t-- 0 B TRAPPING DEVICE L BUST 13XTBND FtTL WIDTH �l PLAN OF INGRESS AND EGRESS PLAN `�.:.>.;OPERATION PLAN VIEW B° ::r .•..: i' 8" 8„ C e qAM[ rut 6" r OF PRc c s d tR a"' 4+Ps `t �{ 1 2' YIN 24' select backfill 24" select backfill r srcEi 'A. AmIfMCC11 1 � w•, y i 1 f y see note n r ( ) (Sao note) i A Y / �__ q11;11 .. 3"MIN. A-r:III�-V.StOna i ° ( / s� �,1.'•. ',�'4 ] i`•',.1 �. \: :.. t%' ^• \ 'C- re, r, 3" MIN. C PAY LNC 1" Y� J I 6^ "A 6" �Y LIK� ENO VIEW / C� _ 00 � O.D. :: �' ,:' •; SECTION X-X END VIEW SECTION X-X 1/20.D. END SECTION OIM:NSIONS END SECTION DIMENSIONS r- FLOW FILTER CLOTH "21-1 _ SECTION A -A L6„ III I Y iil T� 1 e'-7" concrete concrete 6„ 24'r• 21* Iler { 24- 4' -� j i k ' L "• . ..: r I. ; ; : Fc '. r �, _. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. is .1 ~ '�,`•. r^, F?` i5` T• 4" r. •. CONCRETE CRADLE CONCRETE ENCASEMENT ° • r` • B' ' ^ r•y� r. r. i �' ✓' r1 s•6 iron cleanout cap with w '' WIN ,: �.}. e- ,.� Hr having a countersunk brass FILTER FAHRI '� � ��'^ • � ., `�'"" •. • .. , l � ,' � ��" Panetta Model PA4S`J CSK (4")�� g; PAY lYN[ G NOTES: Panella Model PA6SV-CSK (6") rf5`E III XI I REINFORCED CONCRETE DRAIN SPACE NOTE: To be compacted to 951,E of ASTM D698 maximum density. `� e a Alt finished grade I I W ,S '• f� SECTION B - B ±41 TRENCH &BEDDING "' + SOURCE: Aida tied from Installation of Rmy and Fabric Filter Barriers far Sediment Control, PLATE. 3.05-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, end Va. DSAC Plate 3,02-1 Figure 1 SLOPE RETAIL Acrood square concrete skid pad EPtC►wAT101/ ""ERE"`E FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 20"x2o"x12"deep /6 STEEL REINFORCEMENT BARS 302 YINDru DiARTWWT OF TRANI"TAtgN ma I I ALL FIXTURES TO BE SHIELDED 13 S0 1 REINFORCEMENT Prune codOminate leaders � DO NOT prune terminaltps a" stone TO PREVENT LIGHT SPIV AIDE TIES ®i'-o' O.C. ----�^/ leader « branch spy OFF SITE Prune mbNrg or cross branches `>`: i;•>f�:.��>.31; cleanout pipe LIGHT POLE TO BE GALVANIZED STEEL Pit{ WTTH TAPERED TUBULAR SEAMLESS SHAFT SDR 21 trench width top of manhole at grade in pavement areas unless otherwise directed xr ;; as required (top shall be set 24" min. above grade in easement areas) SDR 35 spigot by Prune narrow crotch angles VBHH77.15BHC.11-77 r square skid pad 6' thick- I SDR 21 gasketed 2' custom setter 6` die. schedule 40 steel IDO NOT stake a wrap and wafer spouts ' y N; .r Y �v 'f �• ^ice SDR 35 bell adapter trunk unless necessory Prune broken branches (meter by FCSA) pipe filled with concrete y . 3{4 Wit• it vs . and painted yellow ( wrap around heal shrinkable gasketed bell Wye cast In place access standard flat top ` ; > ^" e sanitary (see note) spigot Fy I' TOOLED EDGES r^ y sheet around heat b shrinkable SDR 35 s i of b 11GtIT POLE Remove all tops and labels /�LKfTT POLE BASE for 4' diameter a T I P y i gasketed bell 40 / Prune suckers door, centered m ,�, ` a' , %�; p• sewer main tap (sec note t) manhole ,'' r' '''• "' f' 2' ° a bolts (3/4^die.) SDR 21 bend (see note) HANG RUB FINISH 6N WDI{ COVER PARSE r e'.' ', '. • • '' '+ 35" max. SURFACE OF CONCRETE /�� f%} E? ��{z� I Cut away all baling ropes 2'-3` mulch kept away from trunk varies 2' max, y, AIR, y .�• - adjustment rings (1 V max.) S 5 AND Flll IN VOIDS. at property line finished y "'' 18"die. i �.y , 1' G "a �' SMOOTH FINISH ON ALL (see note 2) radio 3 concrete }a . fe , , F , N f , r iY , D(POSED CONCRETE NONSNRINK LOAD Soil well to contain water SURFACES. PLANT •a < r BEARING GR(xJT Remove lop of wire basket I YELLOW ABOVE GRADE. ANCHOR BOLTS FURNISHED L;'� ,' < 6" stone bedding 3'-0"WITH UGHT UNAMENDED backfill soil , ; thrust h ock \ ( g FACE OF , PROJECTION AND�' BOLT SIZE roadwaybox c . ' II ' f` .,; / H,,, 3 rsorsectionfor4' BOLLARD DETAIL ` l\.- CURB I GRADE I ' ' t ' 2' type K copper N;; diameter manhole NOTE NOTE: length of service lateral to exceeds A CIRCLE PER MANUFACTURER'S Widen and score Able wall `' Partially backfill, water to g ( j concrote ASTMC-150''�j . RECOMMENDATION. g tubing no olnts N ,�., ;'. with cutouts75' a cleanout assembly shall be furnished at , . * , 4„ settle sal, finch backspin H' ;.� L 4000 sl 112'or 16' (typJ y IT main to ;�I ; p curb a )) the property iine. l'-6' 0 CONCRETE BASE i pioneer 301 mastic applied J3 STEEL REINFORCEMENT R '.r `'" T' between oats and on 2. If top of sewer main is greater than 15', then Area for voter droi wge j TIES 0 V-0' O.C. METALLIC CONDUIT AT 2'-6' Remove container and cut circling Leave solid soil est°I - do ° exterior side of joints Wye and bend to be heavy wall SDR35. f. � pad direction of setting to be approved prior to Installation A STEEL REINFORCEMENT BELOW GRADE TO PANEL roots if container -grown, or as much not dig deeper than ball depth L _Lf�' Dints are to be sealed BARS ` ! ,' burlop as possible if field grown 2 min, 1 NOTE: O saddle with with "0' ring gasket �. ' °Q , a �` , ALL UNDERMND WIRING corporation sto x t w fsMf , • ,, IZi lrH, > P P i ' ' ~ 14 ya i as required concrete ad 1'-6` sq. x W dee Y TO BE IN METALLIC CONDUIT i water main solid support blocks q p p Variable d Dig hole 2-3 times root ball width O under custom setter 4' RIGID ELBOW ball valve curb stop 6" stone beddina 2' min. - 6' max. ' ,I.C. -pipe to manhole 1 -6. NOT TO SCALE O with PIP ends, with A 5'• a connection to be RM 2' gate valve by flexible sleeve LIGHT POLE FOUNDATION DETAIL �11operating nut I invert channel to provide a 9 3'-0' min. -' r. 4' stone smoothtorallcnnectto ons SEWER CLEANOUT screw type for all connections .' 2'-0" max. 4'-0"max, s' adjustable --- 1 9-19-02 REVISED PER REVIEW AGENCY COMMENTS J.D.S. R.A.M. top of bench -watt Figure 17 valve box rout bottom of manhole 2 10-7-02 REVISED PER F.C.S.A. COMMENTS J.D.S. R.A.M. NOTES: stone stone to be minimum 9 p. same elev. as 11N� I to form channel D/2 1. 1. Access door shall be by Halliday Products ?j' of E' above top of base ; top of pipe ._ J 1, locator marker or our approval equal: Yj? stone A° 8' a) In non -traffic area - model no. St R3030 �" ' me Ulu r b) in traffic area -model no. H1 R2424 �{ g 9 ,�' p' •'°• 6" r '� ° P NO. DATE DESCRIPTION BY CHK'D. 2. Water service crossing street shall be encased > 1' X d p� d awl s ij µWI :, s ? s = ztr. YX L H O F 6' bedding stone REVISIONS n 6' dla. SCH40 PVC or SDR21 piping. TheA;'g;••` S S z:iY� ~ . PROJECT NO. CUTOUT DETAIL In shall run from one foot beyond sidewalk, r piping Y (typical) across the street, to one foot beyond sidewalk. j ' a'I �,J �# AV ti •yh� , > `' y'''�i' I`'v mechanical Joint NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. O G� h•gjaz<rte i� ti3 /.P r% /..:�a/A!, C- .,: swivel tee with 2. If adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of gilbert �• ellf f Ord �8$oclate�, lYlc• HODG O _ 6'branch bltumasncwater proofing, Ronald A. MislOwsi<y, Jr� DATE: 3. Final slope adjustment of manhole frame may be b shims and non -shrink rout. _ .,,, •, Ni p j � y g o CERTIFICATE N0. 6-13-02 {§ '• !, <" ° :. . n cr•„'` - . 4. Skid pad to be placed around manholes located In shoulders of roads. v A h� :,` T _ 7 'h•+ n ti : h �ti r '.;,b 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. 020674 Engineers • Land Planners • Water Analysis MISCELLANEOUS DETAILS SHEET C 1 1/2" and 2" METER INSTALLATION Figure FIRE HYDRANT ASSEMBLY STANDARD MANHOLE REGISTERED 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Figure Figure12 PROFESSIONAL Fredericksburg, Virginia 22404 Winchester, Virginia 22601 6 ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 6 E-MAIL : clifford01 bi red.comE-MAILI FREDERICK COUNTY VIRG//1 A I OF