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HomeMy WebLinkAbout28-00 Big Lots Expansion - Shawnee - Backfile (2)I I II li II �I I � I FREDERIGKTOWNE 6ROUP, L.G. OB. 802, P65. 1055, 105q t 1062 ZONE: B-2 USE: PRIVATE R/W I I I i I I 64 - ((A)) - 100 I RYGO MANAGEMENT CORP DR 613, P6. lbq ZONE: 8--3 USE: COMMERCIAL II ia-� I � Q I --A ? O� 1 i I I� I I I I 'I I 64 - ((A)) - ql WINGHE5TER HARLEY-DAVID50N DB. 512, P6. 3q ZONE: B 2 USE: COMMERCIAL I t SITE PLAN SCALE: I " = 30'-O" 64 - ((A)) - 8q FREDERIGKTOWNE GROUP, L.G. DB. b02, P65. 1055, 1059 S 1062 ZONE: B-2 USE: VACANT GUT BRUSH AND GLEAN EXIST DITCH TO INSURE DRAINAGE FLOW N 63° Oq' 34' W - 734.91' �. GONG I6' x 10' GONG DUMP5TER PAD DOCK PAD GONG RAMP "� ENCLOSURE; SEE DETAIL ON 5P-4 q I-pY CCJI 231-0Y WI 698 08 bq8 wh WA bgq.l N + + + + + + + + + + + + + + + + + + + + + + .... + + + + + + + +/+ + + + + + + + + + + + +/ + + + + + + + + + + - + + + + + + + + 691.75+ + + + 69b5= _ + + bg88 + + + - +-+ . . . . . . . . . . . . . . . . . . . . . . . bq8+ V-1 I + + + + + . + + + + + j+�+ + + + + + = + 698 33 + +* + ` * + + O _ 1 + ,bgli+ + + + REMOVE EXIST. A INDICATES CURB a 5111EIIALK RAMP UP TO D O PLAZA FOOD LION/ ELG L _ . . . . . . DRAINA6E 4 RIPRAP APRON G . . . . . . . . . . . . . . . . . . . . . . . ROW, TYP b91.42. x 15' F.E.5. B 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . ` Z5� w o INV = 69528' .. .. .. .. ..... ...... .... q t -" - . . . IU' x io' t tkKF my \� ��� ZONE: B-2 SPACE (TYP OF I6) . . �0 USE: RESTAURANT - ..... . . b618 698 8 i. , 64 -((A)) 102 DELGO DE NT GO. OF WINGHE5TER z OB. 6411, P6. 803 ZONE: B-2 U, USE: COMMERCIAL rn O I� I 5O 698 ®b33/ L q' GRASSED / .• •' ®� 1 ,.. �II 1.. ISLAND GONG CURB / . . . . NO PIRKI146 - FIRE LAME NO PARKM6 - FIRE LAW W ARKIN6 - FRE LANE eA PERIMETE 1 ... _ . . . . . . . - - - - / c� --- ---- -- HANDICAP RAMP PER GOD IT 15' 25' // Lu a 3 Fl-- H0565 IP- 5 W H.G. L SPAG 5TR IDE HJ6 QD I ) 2 ZL—lo' J RE.5TAURANT 64A - ((4)) - 8 COLLINS OB. 240, P6. 2 ZONE: B-2 USE: RE5I0ENTI� I 641—A-101 D.B. 830, PG. 300, TRACT TWO C N 5 63" I6' 53' E - 443.12' — 7' — — — 64A - ((4)) - l 64A - ((4)) - 6 SMART LUTTRELL D.B. 54q, P6. 403 D.B. 311, P6. 231 ZONE: 5-2 ZONE: B-2 USE: RESIDENTIAL USE: RESIDENTIAL SITE r Q > _ j7z a Q U.S. 91-E50 Ml�yrpOD PIKE " � g y S� > Lu VIC.,1MIT`i' 1"--fAF BUILDIN6 5ET-BACK LINE SEE DETAIL ON SHEET 5P-2 --/ 4" WIDE YELLOW STRIPE, TYP 64A - ((4)) - 5 SHEN. VALLEY NATIONAL DB. 420, P6. 65q ZONE: B-2 USE: BANK PLAN NOTES: I. REFER TO SHEET 5P-2 FOR EASEMENT S 51TE UTILITY WORK. 2. REFER TO SHEET 5P-3 FOR ER05ION 3 SEDIMENT CONTROL PLAN d DETAILS. 3. REFER TO ARGHITEGTURAL / STRUCTURAL DRAWIN65 FOR EXACT BUILDIN6 51ZE d LAYOUT. 4. L16HT DUTY ASPHALT SHALL BE 8" OF COMPACTED 21A STONE BASE OVERLAIN BY 1-112" OF 13M-2 BASE COURSE OVERLAIN BY 1-1/2" OF 5M2A 5URFA6E COURSE. 5. HEAVY DUTY ASPHALT SHALL BE 8" OF COMPACTED 21A STONE BASE OVERLAIN BY 3" OF 13M-2 BASE COURSE OVERLAIN BY 1-1/2' OF SM2A SURFACE COURSE. Q (q. NO NEW POLE 516N5 ARE PROPOSED. 1. WALL -PACK LI&HTIN6 15 PROVIDED ON WEST BULIDIN6 WALL5 WHICH L16HT5 NEW TRUCK LOADING AND NEW PARKIN AREAS ONLY. 8. ALL NEW UTILITIES 5ERVIN6 THE ADDITION OR HOUSE PANEL SHALL BE RUN UNDERGROUND. 9. FLOOR AREA RATIO 15 41,500 5QFt / 202,Ll4b 5QFt (4b5q AGRE5) = 0234 10. LAN05GAPIN6: 15 ADDITIONAL INTERIOR PARKIN6 SPACES REQUIRES 2 TREES; 4 TREE5 PROVIDED. 11. OVER 411,000 5gFt OF GRASSED, TREED LANDSCAPE AREA 15 PROVIDED, WHICH REPRESENTS OVER 24% OF THE 202,g46 5q•Ft TOTAL PARCEL. 12. NO STEEP SLOPES, WOODLAND5, FLOODPLAIN5, WETLANDS OR SINK HOLES EXIST. 350' 1 516HT 015TANGE / 18" HIGH YELLOW LETTERS, Ib' T(P 54A - ((4)) ,',HAN 7.8. 150, Pc ZONE: B-2 15E: RE5TA 350' f 5161-IT DISTANCE 64A - ((4)) - 3 VIR6INIA 1-0061% D.B. 641, P6. 802 ZONE: B-2 USE: MOTEL 5 b3" I6' 53' E 289.00' M I LLNOOD F I KE - U.S. ROUTE 50 (R/W NOT TO SCALE) 35 M.P.H. POSTED SPEED LIMIT RECEIVED su25MID DEFT. OF PIANMNGI�E��DpMENt FINAL SITE PI-Afi APPROVED aQ i'yI . 0Y .J)AT p!a, �� pv z IN 0 s 0) oa 0 Q 6 N Q c a y 4) s a o E E p) 7�3 O O O _C[) c �O 6 v L -O N 6 3 O Qb X N v o o) v ao ':5 ) rno a< L� s N Q s6 6 IS) (1 O J O- p y .` c O n CD p � L � •� j Q c O J Q O �-�5 QQo N Q co 's) Z K LEA5E AREA TABULATION SFAa I LIWZ I LZkr; . AREA A JO ANN FA5RIG5 13,312 5F B BIG LOTS 26,688 5F BI 516 LOTS FURNITURE 1,500 5F TOTAL LEA51BLE AREA 41,500 5F EXI5TIN6 Iq8 NEW (NET) 15 SUB -TOTAL 213 H055' EXGE55 41f TOTAL PARKIN6 AVAILABLE 2bO TOTAL PARKIN6 REQUIRED 238 " ' (41,5�0%r100) = 238 • THE A 40 SP G 5 ON HO555 51TE FOR WHICH ONLY 93 ARE REQUIRED. U - BUILDIN6 AREA + + + - ASPHALT PAVIN6 (HEAVY DUTY) A13Pf-IALT PAVING (LIGHT DUTY) CONCRETE 6RA55 AR15TOGRAT PEAR TREES (1-112" - 2' GALIPER 5' MIN AT TIME OF PLANTING) - - - - EXI5T GRADE CONTOUR NEW GRADE CONTOUR 000 00 - SPOT GRADE MEET5 d BOUNDS OBTAINED FROM ALTA SURVEY BY EBERT d ASSOCIATES, JAN Iq, Ig119. OWMER MIRIAM H. R05EN 40 EAST b9TH STREET NEW YORK, NEW YORK 10021 (212) 249 - 1550 DEVELOFER HORIZON DEVELOPMENT CO. 101-8 DELGO PLAZA WINGHE5TER, VIR61NIA 22602 (540) 662 - 6-Mb DES I C�MER BONDURANT ASSOCIATES 444 GRAWFORD STREET - SUITE 300 PORTSMOUTH, VIR6INIA 23104 (751) 3q8 - Ob83 JEROME M. NORMANN i A65OG4ATE5 516 OPEN 6REEN5 COURT VIR6INIA BEACH, VIR6INIA 23462 (151) 461 - 9544 SET5AC,<5 FRONT (PRIMARY HIGHWAY) = 50 FT (COLLECTOR OR MINOR ROAD) = 35 FT 51DE d REAR = NOW ZOM I MG - 5--2 TRAFF I G EXI5TIN6 ESTIMATED TRAFFIC - 260 GARS PER DAY ADDITIONAL TRAFFIC - 20 ( AR5 PER DAY TOTAL ESTIMATED TRAFFIC - 2&0 GARS PER DAY APPROVED BY ZONING ADMINISTRATOR 3 oa ZONING A MINI5TRAT DATE SITE PLAN APPROVAL VALID FOR 5 YEARS FROM DATE 5HOWN. 0 C H D 8 2 a Lu Lu m m m t? ZLuWOMZ -�' U Q Z ~ o U w 0 Lu z _ 3 O cn Q � �F- U �� cm Q Aso W Q vv,a O O � 3 p 0 Z Q o -0 O � O CN < � v m Sheet 2 of 18 5p1 9966-SP1 NOTES: 1. BOUNDARY SHOWN HEREON WAS DETERMINED BY A FIELD RUN SURVEY PERFORMED BY EBERT & ASSOCIATES ON JANUARY 19, 1999. 2. THE PADMOUNTED TRANSFORMER T28762 PHYSICALLY LOCATED ON SITE & SPECIFICALLY MENTIONED IN R-O-W AGREEMENT TO POTOMAC EDISON COMPANY IN DB 847 PG 1482, IS NOT COMPLETELY ENCOMPASSED BY THE EASEMENT AS DESCRIBED BY DISTANCE IN SAID DEED. IT MAY HOWEVER BE COVERED BY SAID EASEMENT DUE TO SPECIFICALLY MENTIONING THE SAID TRANSFORMER. 3. FOR DETAILED DIMENSIONS OF EASEMENTS, SEE DEED REFERENCE AND PLATS RELATING TO EACH SPECIFIC EASEMENT. 4. BUILDING RESTRICTION LINES FOR SIDES AND REAR ARE ZERO. 5. BRICK RESTAURANT LOCATED ON TRACT B IS 15.2' IN HEIGHT. BLOCK & BRICK RETAIL STORES ON Q TRACT A ARE 18' IN HEIGHT. '-O 11 1 '-6" 4'-0" A/ B4 RI'-O" TYP B, 4" PVG DRAIN PIPE THROUGH CURB O -7 FIRE HYDRANT PLAN �J Q 8" o < m Lu �4 ADD'L #5 � ® 5EGT B-B PAINT TOIP I OUTSIDE 4" GONG FACE OF GURB TRAFFIC YELLOW FLOOR FIN15H GRADE O I L " O/ #5 ® 12 c LuEXPANSION 0/6 JOINT N FILLER I SEALANT CURB 5ECTION 0 TYP I CAL H*i GRANT w/ PROTECTIVE GURU I �� SCALE: 1/4" = 1'-0" SP2 SP2 6 I — —8 M'F_r[�l?I0K1_OWNF� 6rour L_, C, b� E302 r65 105 C 1059 & 1062 (PA[�CF_L- TNf�F-F-) aiai POTOMAC EDISON CO. OF VA R/W 0 REBAR FOUND IN DB 330 PG 315 py (NO WIDTH) GUY WIRE I GUY WIRE GUY WIRE ANCHOR ANCHOR ANCHOR REBAR FOUND TELE. PED. +UP __ _ _ - -- OHW -- — ----- UP OHW -- UP OHW — 8 --PIPE — __ - - -- -- - --- 25 INRDIBAGE 831/127M 832/1ENT 0455E&EFIT OF 835/263(cTRACT A 25 - 25AND DELCO DEVELOPMENT CO. OF WINCHESTER (423/695) --- CONC LT. POLE BLOCK MALL �;_----------------------- ---------- _ _._—. --- --- - ------ - - F FIN15H PAVING FACE OF BUILDING GLEAN -OUT FIN FLR ea5.83' 4" PVG 5AN ® I% MIN 5LOPE q I.10' 4" PVG, 5LOPE A5 REO'D EX15T 6" 5AN TAP PER FRED IGK GO. 5AN. AUTH. 25 20 15 10 5 0 5AN 5ENER PROFILE EXISTING ENTRANCE :! i 1 1 ❑ I 4FOUND 1, EXISTING i ; r � __ ---- ---__ — ENTRANCEEXIST ELEC PULL BOX. _ _ _ _EBAR SET - -- - - 20' DRAINAGE ESMT FOR BENEFIT T IINTERCEPT CIRCUITS) & o- _ _ _ _ _ r _ REOF TRACT A IN DB 831 /127 & TIE INTO HOUSE PANEL NEW 1" WATER 2 I DB 832/1455 & DB 835/263(B) ®. ' ' T METER & TAP i , LT. POLE �- 1 1 ADDRESS: BY FRED. CO. I - __ =,5' - _ _ o I SAN. AUTH. NEW 4 SAN. TAP 1090 & 1092 MILLWOOD PIKE EXIST 6" LINE I I 30' PRIVATE WATER & SEWER ESMT FOR O ; i (APPROX INV 91. ) I FOR BENEFIT OF TRACT A IN DB 769/1463 - - REFUSE AREA j % 1 PER FRED. CO. S N. I & 832/1455 & 835/263(D). THIS ENTIRE Is , AUTH. REQUIREME TS ESMT. IS INCLUDED IN THE ESMT. TO FIRED. - i BLOCK & BRICK INV AT I - j RETAIL STORES BLDG I CO. SAN. AUTH. IN DB 847/170. o C. I ss STA 3+44 695.83 _ TRANSFORMER ON CONCRETE \ - �� f 1 * ENCROACHES ONTO DELCO z� __� I� N + I i SAN MH 2� r ?.; DEV. CO. OF WINCHESTER `� = i' v, i TOP 697.53 o I 1� _ ------ I I INV IN 690.25 O' I I I N �--2.7 INV OUT 69017 I i G -4 -A-9 A PF-L-CO rr_ V�L_OpMF_N1" CO, OF WINCNF_51W,_ 393/ 3�1 I , -- ---- -- ---- ---- - CO M --- 2 LT. POLE ^)-- Cs-- -- — - EXIST j t----- -- - -- - ---- - - = - WATER & SEWER ESMT FOR BENEFIT OF MH CC), O� WI NCNB 5 h -ss -- -- ss o - ss _ - -SS ss ss ss s S ATER Ss CID ss ss/..Ss ss ss ss s 693.84._;� / O� UP*,*20 PUBLIC SANITARY SfWfi� ESMT FOR BENEFIT METERS —.�, INV OUT O v OF FRED. CO. SAN. AUTH. IN_ DB_- 7e/1459 _._ ___ ! FRED. CO. SAN. AUTH. IN DB 847/ w 0 I I �o _ w _ _w w - -- --W --- -- - - _ —_� w !LT. POLE 181.8' BRICK I POTOMAC R/W INDISON CO. DB 330/3�5 VA = I ! ,;;----20-DRAINAGE-ESMT-FOR BENEFIT OFTRACTA----�-_ T�__-y_____ 18--CMP ----- --- I__i RESTAURANT 10 UTILITY EASEMENT (NO WIDTH) I0 I - - - - - O / / FOR BENEFIT OF POTOMAC EDISON DB 831 127 A & 832 1455 & 835 263 `� - �--- -/�C� C3 I 20' PUBLIC WATER ESMT FOR BENEFIT / FIRE HYDRANT WITH Q ' OF FRED. CO. SAN. AUTH. IN DB 769/1459 � PROTECTIVE CURB, ROTATE EXIST HYDRANT EX DROP INLET I -7—70 AC P F 5 PER ORIENTATION TOP = 697.08 f SHOWN ON DETAIL 1 EXISTING I 12" CMP = 694.49 j ENTRANCE ! 18" CMP = 694.31 LT. POLE LT. POLE ! LT. POLE 50 B.R.L. __. „� 50' B.R.L. 10' UTILITY EASEMENT 10' R/W FOR BENEFIT OF FREDERICKTOWNE FOR BENEFIT OF TRACT B LT. POLE GROUP L.C. (FORMERLY LAGES) / IN DB 661 /722- - --- - I IN DB 333/ 552 UP 10; UP UP r �- SIGN -- -- --- — --- __ _ ---- --_ _ ---- _ _-�-- -- -- S UP OHW-__ ____ _-._- _____.___ OHW=--_ OHW OHW REBAR SET REBAR SET LEGEND OHW TELE. PED. OHW 10' UTILITY EASEMENT A04tiT0 POTOMAC EDISON POWER CO. OF VA. R/W FOR BENEFIT OF TRACT A IN 661 /722 EXISTING ENTRANCE co SEWER CLEAN OUT =,�. IN DB 431/126 (NO WIDTH) BE = DROP INLET 6Fc� M I [-[-WOOI2 F I KF Q = FIRE HYDRANT (U.S. RTE. 50-17) ® = WATER VALVE c (VARIABLE WIDTH R/W) OO =SANITARY SEWER DB. 431 PG. 126 O = STORM SEWER MANHOLE HWr-- = OVERHEAD UTILITY WIRE uP = UTILITY POLE ' CO. IN DB 847/1482 ADDRESS: SEE NOTE 8 I� ! 1080 MILLWOOD PIKE I i I I ICO GUY WIRE ANCHOR v C_, SIGNOHW Up _ - _ --- --- --_ __ �s REBAR FOUND o Up 0 H W 1000'+- TO FRONT ROYAL PIKE �� OHW (U.S. RTE. 522) �o� o� Q III 18.33' .; i A J 4 z '-j 0 40' 80' 120' 1 "=40' GRAPHIC SCALE z z Lu lu p O U v p !Lj L cn z z 0 0 0 m �m m W O O a r N � O O F_ V! Z Lu Cie '< �Q V MM CC Z WLu LLJ Z COIF Z = O CD V U m a W a� o 3 Z 'W o v 00 7) 0 N OCT QD 0 d cj) W Q rn n v Q Lu X Z CL Z z UJ � QLZ X O :-_� to ul X O v o� V UL — O Q :D U o a Sheet 3 of 18 SP-2 ' 9966-SP2 i 700 bqq 6q8 H IU Lu U- p bq7 > w J Lu Lu Lu IL - - - - - - - - EXISTING GROUND bq5 O IL � Lu v Lu U_ Q 101 700 6qq Im Wk bc15 - - - - - - - - EXI5TING GROUND % PROP05ED GROUND MAX W. 5. EL. ----------w- �— 10 20 DISTANGE (FEET) SECTION A —A SGALE: AS SHOWN - - - - - - - - EXI5TIN6 GROUND II I� O 10 20 30 40 O DISTANGE (FEET) �Lu v w u- ' SECTION 5-5 SGALE_ AS SHOWN 702 \ 701 700 6qq \ 6q8 G73' Oq' 34N 5F e x —x —x —x —x —x —x —x —x —x —x —x —x —x TO PS MU f + + + + + + + ..__ _ -- + . + -- + + + + + + + + + +I + + + + + �a + + + �0° - REMOVE EXIST. + + + v CURS 4 SI�ENALI; _ - _ •• + + + + + + z d 15" F.E.S. R PRAP OUTLET I f M� t)i� To FOOD I_ID1v/L)LL( (i f�Lf Z . I! X� I �. INV = 6g5.28 �P ROTEGTION -4- 5 ! b3' 16 53" E 262.21 _ •G Y�H BASIN _Lu- - - _ - - - - - _-- - - - - j M=\(?gl.Oq _'z® 5 II� GP bad-__ --- _P-Bi�AR ROG1C:. _- - -r -- -- I tNV = 65.68 W , -1 - -T - - O( DETAIL) i x 5T D GD Q DETENTION 8A51P ,1 SL I1 EXIST CONC, / FLUMES / INV = 5g5.28 (EXIST) h4 - ((A)) - IOIA I I MIMH 02 ]N 5! RI ZONE. B-2 S:ESTAURANTP II i t I I END OF - - -- - _ -_ / N it EROSION AND SE17 I MENT CONTROL PLAN SGALE: 1 " = 30'-0" CREST EL. bgb.3' 17�TA I L , S�GT I ON I7-17 *POSTS, 10' O.C. MAX. * CONTINUOUS ROLL / SYNTHETIC FABRIC / ATTACHED TO WIRE MESH FENCING. O 10 20 30 O DISTANGE (FEET) �-wm wl<i.v SECTION G—G SCALE: AS SHOWN 1% 8F N.T.S. *REDUCE POST SPACING TO 6' MAX. AND DELETE WIRE MESH WHEN EXTRA STRENGTH FABRIC IS USED. INSTALLATION be MAINTENANCE PER VA. EROSION do SEDIMENT CONTROL HANDBOOK. I I I I L.J SILT FENCE DETAIL N'.T.S. U,f ANTI I - - O `A\ ref `Mn 4 2 X 4' WOOD F RAMC I ti, ir I I DRIP INLET) uttu ce_�Td �� AME "- 3' MIN gig ' `GATHCR. EXCESS I AT CORNLw$ PEItSPECTIVF VIEWS � I EABp:C --- - I `� l cl' . 1 it { tl I' MIN . rr -rr ELEVATION OF STAKF ND --'J FAB�RIC ORIENTATION DETAIL A VDOr CLAS-S A r PIP- RAP N.T.S. N.T.S. J7 1 PIPE OUTLiT TO !'LIT AREA WITH NO DC rINED CHANNZL MNI EROSION AND SEDIMENT CONTROL NOTES, I. THE FOLLOWING IS A LI5T OF THE CONTROL MEASURES PROPOSED FOR THIS SITE. (SEE THE ENCLOSED EROSION AND SEDIMENT CONTROL EXHIBIT FOR PLAEMENT) ALL VEGETATIVE AND 5TRUGTURAL EROSION AND SEDIME14T CONTROL MEASURES SHALL BE GONSTRUGTED AND MAINTAINED IN AGGORDANGE WITH THE LATEST EDITION OF THE VIRC71NIA ER05ION AND SEDIMENT CONTROL HANDBOOK AND THE STANDARDS OF THE COUNTY OF FREDERIGK, VIROINIA. THESE MEASURES, AS DEFINED BELOW, HAVE BEEN DE51ONED BASED ON THE INFORMATION AS STIPULATED IN THE HANDBOOK. A CONSTRUCTION ENTRANCE (3.02) HAS NOT BEEN INCLUDED DUE TO THE SMALL 51ZE OF THE SITE, INSTEAD, IT 15 PROPOSED TO GRADE THE 51TE EARLY ON AND PLACE THE BASE MATERIAL FOR THE PARKING LOT TO STABILIZE THE SITE. A. SILT FENCE (3.05) SILT FENGE SHALL BE INSTALLED ALONG THE SOUTHERN BOUNDARY OF THE PROJECT TO PREVENT SEDIMENT FROM ENTERING THE EXI5TIN6 DRAINAGE DITCH. IT SHALL REMAIN IN PLACE UNTIL THE 51TE 15 STABILIZED. B. STORM DRAIN INLET PROTECTION (3.0-1) INLET PROTECTION SHALL BE INSTALLED AROUND THE PROP05ED DROP INLET STRUGTURE IN THE PROPOSED PARKING LOT AND AROUND THE EXISTING OUTLET CONTROL STRUCTURE IN THE STORM WATER DETENTION BASIN TO PREVENT SEDIMENT FROM BEING D15GHARGED INTO THE STORM SEWER SYSTEM. G. TOPSOILIN6 (3.30) PERMANENT SEEDING (3.32) MULGHIN6 (3.35) ALL ISLANDS, LAWN AREAS AND 5LOPE5 SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, PROPERLY GRADED AND RAKED. THESE AREAS SHALL RECEIVE THE PROPER GOMBINATION OF FERTILIZER, SEED AND MULCH TO SECURE A PERMANENT VEGETATIVE COVER. ALL DISTURBED AREAS SHALL BE RESTORED WITHIN SEVEN (7) DAYS OF THE COMPLETION OF LAND DISTURBING ACTIVITIES. THESE AREAS MAY BE SODDED OR PROPERLY LANDSCAPED, IF 50 DESIRED BY THE OWNER. 2. MANAGEMENT PROGRAM. A. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF GONSTRUGTI ON. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT GONTROL MEASURES FOR THE DURATION OF THE GON5TRUGTION PROCESS. G. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. D. UPON COMPLETION OF GON5TRUGTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. ALL DISTURBED AREAS SHALL BE PERMANENTLY RESTORED WITHIN SEVEN (1) DAYS OF THE COMPLETION OF ALL LAND DISTURBING ACTIVITIES. AFTER STABILIZATION, THE TEMPORARY CONTROL MEASURES SHALL BE REMOVED, AS APPROVED THROUGH A FIELD INSPECTION BY THE LOGAL INSPECTION AUTHORITY. 3. MAINTENANCE: A. ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES SHALL BE INSPECTED DAILY AND AFTER EACH 516NIFIGANT RAINFALL BY THE 51TE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUGTURE SHALL BE REPAIRED BY THE END OF WORK THAT DAY. B. SEDIMENT TRAPS SHALL BE GLEANED OF SILT AT 25% TRAP EFFIGIENGY AND ALL DEP051TED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF-51TE. G. IF PONDIN6 OCCURS AT ANY FILTERING DEVICE, THE DEVICE SHALL BE DRAINED IN SUCH A MANNER 50 AS TO 'PREVENT THE ACCIDENTAL D15GHAROE OF ANY TRAPPED SEDIMENTS. D. ALL TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND WATERED, AS NEGE55ARY, FOR STABILIZATION. DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, MULGHED AND REPLANTED, AS NEEDED, UNTIL THE PERMANENT VEGETATIVE COVER 15 SECURE. 4. CONSTRUCTION SEGUENGE: THE FOLLOWING 15 THE ANTICIPATED SEGUENGE OF CONSTRUCTION FOR THIS PROJEGT: A. ENLARGEMENT OF THE EXISTING STORM WATER DETENTION BASIN TO BE USED AS A TEMPORARY SEDIMENT TRAP AND FOR STORM WATER MANAGEMENT. 0 s N 0 O O � o � o ts z z 6 O y i E 75o O O 6 p— c o '0 w o o Q z+N pj U '�) C)��� to z z O v 0 O F:yo >' Q Q li N m m m i L N p � c X6 > Q o� O� O o 0 r N N -�3 6 r � cS C) O O O -t:3 Q o)QC_ -a v � o � _ E O S� 50 o�tE.� O a Q Q Q 6 O p O V n t 15)s L 4'1 e C'^dA C d o +\\ �h Q m �z Z Lu W CieO W Q -oZ Olt Q Z ~ u; w O T_ ® Q LU 3 0 z w Z = Q O Cn V u "F- m Q Q Ind vun0 vino W O O � v A> z o � v -0 •� O 7 � O Q O O N 00 co C� 0) 0 Ir B. INSTALL TEMPORARY ROGK GHEGK DAM. f^ G. EXCAVATION AND ROUGH 6RADIN6 FOR THE BUILDING EXPANSION AND ON-51TE PARKING AREA. O D. INSTALLATION OF THE DROP INLET AND DRAIN PIPE TO THE EXPANDED V Z STORM WATER DETENTION BASIN. E. INSTALLATION OF THE INLET PROTECTION AROUND THE NEW DROP INLET. F. INSTALLATION OF BASE MATERIAL ON NEW PARKING LOT AREA, AS SOON AS POSSIBLE AFTER GRADING. Lu 6. CONSTRUCTION OF THE PROPOSED 616 LOTS EXPANSION BUILDING. LU z H. INSTALLATION OF THE UTILITIES. < A I. CONSTRUCTION OF THE PAVEMENT 5EGTION. J. INSTALLATION OF THE PERMANENT VEGETATIVE CONTROLS AND LAND5GAPIN6 OF THE SITE. 5. PERMITS: PRIOR TO GOMMENGIN6 SITE GRADING WORK, A LAND D15TURBANGE PERMIT SHALL BE OBTAINED FROM THE FREDERIGK COUNTY PUBLIC WORKS -1 DEPARTMENT. ED Z �z z 4 a z O x '- °z I 0 XoOL } z Irk ul X ?`•�..-• .� :20 Q ER05I ON I$ 5EI;) I MENT CONTROL KEY N O uJ v 3.05 51LT FENCE 5F x —x 3.07 STORM DRAIN INLET PROTECTION 5.13 TEMPORARY SEDIMENT TRAP ST 3.1-1 STORM DRAIN OUTLET PROTEGTION OP f 3.20 TEMPORARY ROCK CHECK DAM GD 5.30 TOPSOILIN6 TO TO 3.32 PERMANENT SEEDING PS P5 3.35 MULGHING MUallMU Sheet 4 of 18 SP-3 9966-SP3 SITE WORK NOTES SITE GLEARING I. RESTORE ANY IMPROVEMENTS DAMAGED BY TH15 WORK TO THEIR ORIGINAL CONDITION. 2. PROTECT EXI5TIN6 TREES AND OTHER VEGETATION INDICATED TO REMAIN. 3. REMOVE TREES, SHRUBS, 6RA55, WEED5, AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS THAT INTERFERE WITH NEW CONSTRUCTION. 4. STRIP AND 5TOGKPILE TOP501L IN ALL AREAS OF CONSTRUCTION. 5. GRUB STUMPS, ROOTS, ROOT MATS, LOGS, AND DEBRIS ENCOUNTERED WITHIN LIMIT OF GONTRAGT. 6. REMOVE ALL WASTE MATERIALS AND DISPOSE OF IN AN ACCEPTABLE MANNER. EXGAVATION AND GRADING L WORK INGLUDED Caa5T5 OF - A. EXCAVATION AND 6RADIN6 THE 51TE TO 51,156RADE5 OF PAVED AND UNPAVED AREAS AS INDICATED ON DRAWINGS. B. FURNISH AND PLACE ALL ADDITIONAL APPROVED MATERIAL REQUIRED TO BRING 5UB6RADE TO PROPER LINE AND GRADE. 2. NO 5UB5URFAGE INVESTIGATIONS HAVE BEEN GONDUGTED. 3. CAREFULLY MAINTAIN ALL BENCH MARKS, MONUMENTS, AND OTHER REFERENGE POINTS AND REPLACE IF DISTURBED OR DESTROYED. 4. GOMPLY WITH RULES AND REGULATIONS GOVERNING RESPECTIVE UTILITIES. 5. IF UNDESIRABLE MATERIAL 15 ENCOUNTERED DURING EXCAVATION, REMOVE AND REPLACE MATERIAL AS DIRECTED BY ENGINEER AT NO ADDITIONAL C05T TO THE OWNER. 6. WHERE GUTS ARE REQUIRED TO BRING FLOOR SLABS TO PROPER ELEVATIONS, EXCAVATE TO LEVEL BELOW 5LA135 ALLOWING FOR REQUIRED GRANULAR FILL. 1. DO NOT PLAGE FOOTINGS, OR 5LAB5 ON FROZEN- EARTH: DO NOT PLACE FOOTINGS AND FLOOR SLABS WHEN TEMPERATURE 15 BELOW 40 DEGREES. 8. FILL MATERIAL SHALL BE FREE FROM ROOTS, ORGANIC MATTER, TRASH, AND 5TONE-5 HAVING A MAXIMUM DIMENSION GREATER THAN 3 INCHES. q. GONTROL MOISTURE FOR EACH LAYER AS NEGE55ARY TO MEET REQUIREMENTS OF COMPACTION. DO NOT PLAGE MATERIALS IN EMBANKMENTS OR FILLS WHICH EXCEEDS OPTIMUM MOISTURE CONTENT BY THREE PERCENT OR 15 THREE PERCENT BELOW OPTIMUM MOISTURE CONTENT. 10. UNDER BUILDINGS, ROADWAYS AND PARKING AREAS AND EXTENDING ONE FOOT BEYOND PROPOSED EDGE OF PAVEMENT FOR GUT 5EGTION5 AND ONE FOOT BEYOND PROPOSED TOE OF SLOPE FOR FILL SECTIONS MEASURED PERPENDICULAR FROM CENTERLINE, GOMPAGT TOP 12 INCHES TO DENSITY NOT LE55 THAN q8 PERCENT MAXIMUM DRY DENSITY AND REMAINDER OF FILL TO 615 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR METHOD AND MEASURED BY A5TM D 1601b. 11. GOMPAGT OTHER EMBANKMENTS AND FILLS NOT L15TED TO NOT LE55 THAN q5 PERGENT OF MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR METHOD, A5TM D 6118. 12. PROVIDE, AT NO EXTRA 605T, NECESSARY AMOUNT" OF APPROVED FILL GOMPAGTED TO DENSITY INDICATED. 13. SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF OFF -SITE. 14. TOLERANCES OF ROUGH GRADE 5URFAGE SHALL BE AS FOLLOWS: A. FOR UN5URFAGED AREAS, BRING 51,1136RADE TO 0.2 OF A FOOT. B. FOR PAVED AREAS AND BUILDINGS, BRING W136RADE TO UNDER51DE OF RESPECTIVE SURFACES WITH A MAXIMUM TOLERANCE OF 0.1 OF A FOOT. TRENGHIN6, BAGKEILLINC2, AND GOMPAGTIN6 I. VERIFY LOCATION AND EX15TENGE OF ALL UNDERGROUND UTILITIES. 2. BRACE AND SHEET TRENCHES IN FULL OBSERVATION OF SAFETY REGULATIONS 155UED BY THE DEPARTMENT OF LABOR. 3. USE ONLY BAGKFILL NHIGH 15 FREE FROM BOULDERS, LARGE STONES, ROOTS, 50D, OTHER VEGETATIVE OR ORGANIC MATTER, AND FROZEN MATERIAL. HAND OR PNEUMATIC, TAMP BAGKFILL UNDER AND AROUND PIPE UP TO 24 INCHES ABOVE TOP OF PIPE IN LIFTS NOT EXGEED)N6 8 INCHES L005E THICKNESS. BAGKFILL AND COMPACT REMAINDER OF TRENCH IN 8 INCH LIFTS TO DENSITY SPECIFIED BELOW. 4. GOMPAGT ALL TRENCH BAGKFILL IN AREAS UNDER PAVED ROADS, PARKING AREAS, SIDEWALKS, AND OTHER STRUCTURES AS DIRECTED BY ARCHITECT TO AT LEAST q8 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) AS DETERMINED BY A5TM D 1557. IN LOGATION5 WHERE TRENCH WILL NOT 13E UNDER PAVED AREAS, COMPACT BAGKFILL TO A MINIMUM q5 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) AS DETERMINED BY A5TM D 1551. INSURE BAGKFILL MATERIAL HAS MOISTURE CONTENT IN RANGE OF PLUS 3 MINUS 3 PERCENT OF OPTIMUM MOISTURE AT TIME IT 15 PLACED. 50IL ER05ION AND SEDIMENT CONTROL I. ALL ER05ION AND SEDIMENT CONTROL PRAGTIGE5 SHALL COMPLY WITH THE PRACTICE STANDARDS AND 5PEGIFIGATION5 IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3.05 SILT FENCE 3.01 STORM DRAIN INLET PROTECTION 3.15 OUTLET PROTECTION 3.1cr RIPRAP 326 DEWATERIN6 STRUCTURE 5.30 TOP501LIN6 3.31 TEMPORARY 5EEDIN6 3.32 PERMANENT SEEDING 3.35 MULCHING 2. THE CONTRACTOR SHALL HAVE THE 50LE RESPONSIBILITY OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, SERVICE, SUPPLEMENTARY OR MISCELLANEOUS ITEMS AND APPURTENANGE5 AND DEVICES INCIDENTAL TO OR NEGE55ARY FOR COMPLETE SOIL EROSION AND SEDIMENT CONTROL 3. THE TYPES OF WORK REQUIRED SHALL INCLUDE THE FOLLOWING: A. TEMPORARY SEEDING OF DISTURBED AREAS. B. PERMANENT HYDR05EEDIN6 OF DISTURBED AREAS. C. FURNISHING AND INSTALLING ER05ION CONTROL ITEMS A5 REQUIRED. 4. THE ER05ION AND SEDIMENT AND EROSION CONTROL PLAN FILED WITH FREDERICK COUNTY SHALL BE COMPLIED WITH DURING EXECUTION OF THE WORK. 5. DURING CONTRACT PERIOD: A. MAINTAIN SEDIMENT BASINS, DIKES, GON5TRUGTION ENTRANCES, STRAW BALES, 51LT FENCES, ETG. AS REQUIRED BY THE HANDBOOK. B. AFTER ROUGH GRADING, APPLY TEMPORARY SEEDING WITHIN 15 DAYS OVER EXPOSED EARTH AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 60 DAYS. G. CONSTRUCT INLETS AS SOON AS P0551BLE AND TIGHTLY SECURE INLET PROTECTION COMPLETELY AROUND INLETS A5 DETAILED ON DRAWINGS. D. MAINTAIN, REPAIR, OR REPLACE SILT FENGE5, DAEE5; BASINS, ETC., AS DIRECTED BY THE ARGHITEGT. E. DO NOT DISTURB ADJACENT EXISTING VEGETATION (GRASS OR TREES) UNLE55 APPROVED BY ARCHITECT. F. EXCAVATE THE SEDIMENT OUT OF SEDIMENT BASINS AND SEDIMENT TRAPS. 6. GRADE SLOPES AND 5WALE5, ETC., SEED AND MIULGH AS 50ON AS POSSIBLE. H. AS EARTHWORK PRO6RE55E5, SLOPE CUT AND FILL 5URFAGE5 50 THAT FLON MOVES TOWARD PROTECTED INLETS AT INTERIOR OF SITE. b. NEAR COMPLETION OF THE GONTRAGT: A. GRADE ALL REMAINING EARTH AREAS, TOPSOIL, SEED AND FERTILIZE A5 SPECIFIED IN SECTION 02825. B. REMOVE 51LT FENCE, INLET PROTECTION, ETC. G. GLEAN 51LT FROM SEDIMENT BA51N AND RESTORE TO FINAL GRADE. STORM DRAINAGE I. REINFORCED CONCRETE PIPE (RGP) SHALL CONFORM TO A5TM DESIGNATION G76 GLA55 IV. 2. FLARED END SECTIONS A5 PER VDOT 5TANDARD5. 3. FURNISH AND PLACE CONCRETE FOR MANHOLES AND INLETS, STEPS, REINFORCEMENT BARS, BRICK, MORTAR, PRECAST CONCRETE SECTIONS, FRAMES AND GRATES, FRAMES, COVERS, ETC. PER STATE 5PEGIFIGATIONS UNLE55 OTHERWISE INDICATED. A. CONCRETE: 3,000 PSI B. REINFORCEMENT BARS: A5TM, A615, GRADE 60 G. BRICK: AA5HTO Mql, GRADE M5 D. CASTINGS: A5TM A48 FOR GLASS 30 IRON (SUITABLE FOR SUPPORTING H-20 LOADING) E. GEMENT: A5TM Gql 4. JOINTS FOR CONCRETE PIPE SHALL BE A GOMPRE5510N TYPE, REMOVABLE RUBBER GASKET, A5TM DE516NATION C443 OR WITH A FIELD APPLIED PREFORMED FLEXIBLE PIPE JOINT SEALING COMPOUND INSTALLED IN 5TRIGT ACCORDANCE WITH MANUFACTURER'S REGOMMENDATIONLS. AGGREGATE, BASE GOUR5E I. GON5TRUGT AGGREGATE, BASE COURSE IN 5TRIGT CONFORMITY WITH THE PLANS AND 5PEGIFIGATION5 AND IN AGGORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) "ROAD AND BRIDGE 5PEGIFIGATION5, LATEST EDITION". 2. A66RE6ATE BASE MATERIAL FOR INSTALLATION UNDER BITUMINOUS CONCRETE PAVEMENT SHALL BE TYPE I, NO. 21A, CONFORMING TO SECTION 208 OF THE VDOT 5PEGIFIGATION5. 3. AGGREGATE BASE COURSE SHALL BE GON5TRUGTED IN ACCORDANCE WITH SECTION 30q OF THE VDOT 5PEGIFIGATION5 (BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR, MAXIMUM DRY DENSITY A5 MEASURED BY A5TM D 1557), ON AN APPROVED SUB6RADE GON5TRUGTED IN ACCORDANGE WITH SECTION 305. BITUMINOUS GONGRETE PAVEMENT I. GON5TRUGT BITUMINOUS CONCRETE PAVEMENT IN STRICT CONFORMITY WITH THE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) "ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION". 2. BITUMINOUS SURFACE COURSE SHALL BE TYPE 5M-2A, IN ACCORDANCE WITH VDOT 5PEGIFICATION, SECTION 211. 3. BITUMINOUS BASE GOUR5E SHALL BE TYPE BM -I OR IM-1 BASE GOUR5E, IN ACCORDANCE WITH VOOT SPECIFICATION, SECTION 211. 4. TACK GOAT SHALL BE IN ACCORDANCE WITH VDOT 5PEGIFIGATION, SECTION 510. PAVEMENT MARKINGS I. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PERFORM ALL WORK AND SERVICES NECESSARY FOR ALL PAVING STRIPING AND MARKINGS AS SHOWN ON DRAWINGS. 2. USE NONREFLECTIVE TRAFFIC ZONE PAINT: VDOT SPECIFICATION SECTION 231; COLOR: YELLOW. 3. STRIPING MAGHINE: SELF-CONTAINED, SELF-PROPELLED, CAPABLE OF PAINTING UP TO b-INGH WIDE STRIPES BY USE OF SPRAY NOZZLE, WITH PAINT KEPT IN GON5TANT AGITATION AND UNDER PRESSURE. 4. THOROUGHLY GLEAN SURFACES TO RECEIVE STRIPING OR MARKING OF FOREIGN SUBSTANCES. HAVE SURFACES COMPLETELY DRY BEFORE PAINTING. 5. DO NOT PAINT UNTIL A MINIMUM OF 5 DAYS HAS ELAPSED FROM TIME SURFACE 15 GOMPLETED. b. DO NOT APPLY OVER NET SURFACES, DURING NET OR DAMP WEATHER, OR WHEN TEMPERATURE 15 BELOW 40 DEGREES F. 1. USE A GUIDE TO FORM MARKINGS TRUE TO LINE AND WIDTH. KEEP PAINTS THOROUGHLY STIRRED AND AT UNIFORM GON515TENGY DURING APPLICATION. DO NOT THIN IN EXGE55 OF MANUFACTURERS RECOMMENDATIONS. METHOD OF APPLYING PAINT SHALL BE APPROVED BY ARCHITECT PRIOR TO GOMMENG1% MARKING OPERATIONS. USE RATE OF APPLICATION SUFFICIENT TO PRODUGE GOMPLETE COVERAGE WITHOUT VOIDS OR THIN SPOTS. OVER -PAINT UNSATISFACTORY MARKINGS AS DIRECTED. PROTECT ALL MARKINGS FROM TRAFFIC UNTIL PAINT HAS DRIED 5UFFIGIENTLY TO PREVENT TRACKING. PERFORM ALL STRIPING WITH AN APPROVED STRIPING MACHINE. 5EEDIN6, MULCHING, AND TOP501LIN6 1. SEEDING, MULCHING, AND TOP5011-I1,16, SHALL COMPLY WITH THE FOLLOWING VIRGINIA DEPARTMENT OF TRANSPORTATION NDOT) ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION, EXCEPT AS MODIFIED HEREIN: SECTION 244 - ROADSIDE DEVELOPI`-ENT MATERIALS SECTION 602 - TOPSOIL SECTION 603 - SEEDING 2. SEEDING SHALL COMPLY WITH THE FOLLOWING STANDARDS AND 5PEGIFIGATION5 IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (HANDBOOK), LATEST EDITION: 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3. INSTALLATION OF EROSION CONTROL MEASURES SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN FILED NITH FREDERICK COUNTY. 4. FERTILIZER SHALL CONTAIN A 10-10-10 RATIO OF NITROGEN, PHOSPHATE, AND POTASH, OR SHALL BE BASED ON SOIL TESTS. S. GRAIN STRAW MULCH SHALL BE USED. GRAIN STRAW SHALL BE SPREAD OVER ALL REGULAR SEEDED AREAS AT THE SPECIFIED RATE. MULCH SHALL BE APPLIED TO A UNIFORM DEPTH, BY AN APPROVED METHOD. 6. MULCH SHALL BE APPLIED A5 50ON AS PRAGTIGABLE AND NO LATER THAN 48 HOURS AFTER THE SEEDING OPERATION. 1. LIME SHALL BE FRESHLY GROUND AGRICULTURAL LIMESTONE WITHOUT LAMPS AND CAKES. 8. WATER SHALL BE FREE FROM ANY SUBSTANCES HARMFUL TO THE GROWTH OF 6RA55. q. 5EEDI NG: A. PERMANENT 5EEDIN6: (1) LANN AREAS AND SLOPES FLATTER THAN 3 (HORIZONTAL): I NERTIGAL) (a) 5EEDI% MIXTURE (25OLB5/ACRE) 5PEGIE5 / PERCENT TURF -TYPE TALL FESCUE / qO-100 IMPROVED PERENNIAL RYEGRA55 / 0-10 KEN LIGKY BLUEGRASS / 0-10 (b) 501L AMENDMENTS: APPLY LIME AND FERTILIZER AGGORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE I0-10-10 FERTILIZER. W MULCH: APPLY 4,000 LB/ACRE GRAIN 5TRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULGH WITH A MULCH ANGHORI% TOOL. (2) SLOPES STEEPER THAN 3 (HORIZONTAL): I (VERTICAL) SHALL BE ROUGHENED, HYDR05EEDED, MULGHED, AND FERTILIZED. (a) SEEDING MIXTURE 5PEGIE5 / RATE (LB/ACRE) KENTUCKY 31 FE5GUE / 108 RED TOP GRA55 / 2 5EA50NAL NURSE CROP / 20 GROWNVETGH / 20 WEEPING LOVE6RA55 / 20 (b) SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO 501L TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE I0-10-10 FERTILIZER. W MULCH: HYDR05EED, MULCH AND FERTILIZE. continuous join (tip.) '/1'14' stud s cmn"ctors to colior tzl�'�zh� 10 4" Ion Half Plan- Steel 1- Hal( Plon-Cost Iran 1 I SECTION B-8 COLLAR DETAILS L 3'6' PLAN VIEW 11 (GRATE REMOVED) I '/,' a 4" lugs cost with Collor (DIMENSIONS FOR ST IRON ONLY Cl /\ T C-1 H B A E� N D E T Scni r_ Nov.- SECTION A -A (9'-011 FIELD VERIFY d a d d a a SLOPE TO PAVING 1: 12 MAX d d 4 a d d d d 4 ° o a � d d O d d DUMPSTER (BY OTHERS) d a d Od 4 a 8'-O" 2'6" 3" MINIMUM a NOTES PRECAST STRUCTURE MAY BE SUBSTITUTED UPON APPROVAL OF ENGINEER. CAST IRON GRATES AND COLLARS SHALL BE SUFFICIENTLY TRUE TO A PLANE SURFACE SO THAT GRATES WILL NOT ROCK. DRAINAGE STRUCTURE FOUNDATION SLAB TO BE PLACED ON A 6" BED OF AGGREGATE BASE STONE. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. ALL PRECAST CONCRETE TO BE 4000 PSI. CAST IRON COLLARS SHALL BE 66± 3 LBS INCLUDING LUGS. GALVANIZED STEEL COLLARS SHALL BE 43.6 LBS INCLUDING CONNECTORS. FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING SHALL BE INCLUDED. b'-0" HIGH CHAIN -LINK FENCE "i' WOOD (STAINED) STOCKADE FENCING BOLTED TO FACE r 3" iP LINE P05T (TYP OF (9) O FILLED IV GONG, ANCHOR Pl/ 12" m x Y-O" GONG P05T FOUNDATION a 4 d a 1 a a TK O d a �4 d a d d a � d 4 a a d A Q 4 ° o d I 44 a� a a I -O \- b" m x 8'-0" 5TD 5TL P05T " FILLED "� GONG. ANCHOR IN 15" 4) x 4'-O" GONG POST FOUNDATION (TOP OF P05T +4'-O'9 MMFSTER FAI;7 4 ENCL.OSURE I - PR 6-0" HIGH CHAIN -LINK GATES WOOD (STAINED) STOCKADE FENGIN6 BOLTED TO FACE. PROVIDE ALL HARDWARE NECESSARY TO MAKE GATES LOGKABLE I6' x 10' x 6" GONG DUMP5TER PAD "% 8" WIDE x Ib" THICK THIGKENED EDGE, ALL SIDES 0 s � Il ' y z ° E L ° v Q� a C 6 => O 111 � Q) a U O a O\\ >��� rn N Q m ���� �S) X�3 ��� r t6 O 6 9 y �S) N Q b n q) O �-13 E���o � Q 6 O :rem! d µ C_ n T3 LCC)�z� *. Ni 0 ly- 4l F_ (f) Z W :D Q Z ~ U w o 0 Q LLJ 3 0 = Q W O Cis U U N "L. Q Q 1- a vv�i� W W N v o O Z '0 C rn 3 v O O -0 O �U) 0 O N tb Q cD 0) V) W rn U ft� V Q LU LU X lei -� 1 O ju LU n V• LU Z vz Q z Xo < Z � NO <v y O O -Q V a� o � F- Sheet 5 of 18 SP-4 SCALE: 1/4" = 1'-0" 9966-SP4 �I I, i I I � 1 FREDERIGKTOWNE 6ROUP, L.G. D.B. b02, P65. 1055, 105q 4 1062 ZONE: B-2 USE: PRIVATE R/N �I II I I I I, I 64 - ((A)) - 100 I RYGO MANAGEMENT GORP D.B. 613, P6. Wl ZONE: B-3 I USE: GOMMERGIAL Q V � I I II II I I I I i 64 - ((A)) - gl WINGHE5TER HARLEY-DAVID50N D.B. 512, P6. 3q I ZONE: B-2 USE: COMMERCIAL I SITE PLAN SCALE: I " = 30'-O " 64A - ((4)) - 8 COLLINS DB. 240, P6. 2 ZONE: B-2 USE: RE5IDENTI, 64A - ((4)) - 1 SMART D.B. 54q, P6. 403 ZONE: B-2 USE: RESIDENTIAL SITE Q � — z Q � � z � 0. Q U 5 RTE 50 Mid s s� s� Lu Lu z � \/IGINIT`r MAP h 4-A-101 D.B. 830. FG. 300, TRACT TWO 64A - ((4)) - b LUTTRELL D.B. 311, P6. 231 ZONE: B-2 USE: RESIDENTIAL PLAN NOTES: N 63° N' 34" N - 13411' 64A - ((4)) - 5 SHEN. VALLEY NATIONAL D.B. 420, P6. 651 ZONE: B-2 USE: BANK I. REFER TO SHEET 5P-2 FOR EASEMENT 4 517E UTILITY WORK. 2. REFER TO SHEET 5P-3 FOR ER05ION 4 SEDIMENT CONTROL PLAN 4 DETAILS. 3. REFER TO ARCHITECTURAL / 5TRUGTURAL DRANIN65 FOR EXACT BUILDIN6 51ZE 4 LAYOUT. 4. LIGHT DUTY ASPHALT SHALL BE 8" OF GOMPAGTED 21A STONE BASE OVERLAIN BY 1-1/2" OF BM-2 BASE (,OUR5E OVERLAIN BY 1-1/2" OF 5M2A SURFACE COURSE. 5. HEAVY DUTY ASPHALT SHALL BE 6' OF COMPACTED 21A STONE BASE OVERLAIN BY 3" OF BM-2 BASE COURSE OVERLAIN BY 1-1/2" OF 5M2A 5URFAGE GOUR5E. Q 6. NO NEW POLE 516N5 ARE PROPOSED. 1. WALL -PACK 1-161-ITIN6 15 PROVIDED ON NEST BULIDIN6 NALL5 NHIGH L16HT5 NEW TRUGK LOADING AND NEN PARKING AREAS ONLY. 8. ALL NEN UTILITIES SERVIN6 THE ADDITION OR HOUSE PANEL SHALL BE RUN UNDERGROUND. q. FLOOR AREA RATIO 15 41,500 5aFt / 202,1146 5gFt (4b5g AGRE5) = 0.234 10. LAND5GAPI%: 15 ADDITIONAL INTERIOR PARKING SPACES REQUIRES 2 TREES; 4 TREES PROVIDED. 11. OVER 4q 000 5gFt OF GRASSED, TREED LANDSCAPE AREA 15 PROVIDED, WHICH REPRESENTS OVER 24% OF THE 202,6146 5gFt TOTAL PARCEL. 12. NO STEEP SLOPES, NOODLANDS, FLOODPLAIN5, WETLANDS OR SINK HOLES EXIST. _ 64 - ((A)) - Sq FREDERIGKTOWNE GROUP, L.G. D.B. 802, P65. 1055, 105g 4 1062 ZONE: B-2 USE: VAGANT 350' 1 516HT D15TANGE 64A - ((4)) KHAN D.B. 150, P( ZONE: B-2 J5E: RE5TA ` REMOVE EXIST. CURB 4 51DENALK 350' 1 SIGHT DISTANCE GUT BRUSH AND GLEAN EXIST DITCH TO INSURE DRAINA6E FLOW 64A - ((4)) - 3 VIRC71NIA LODGING D.B. 641, P6. b02 ZONE: B-2 USE: MOTEL ..., , in -rn pnn-J I ION/DELGO PLAZA 5 63" I6S3' E 28q.00' M I LLNOOD PIKE — U.S. ROUTE (R/W NOT TO SCALE) 35 M.P.H. POSTED SPEED LIMIT �� p 2 5 2000 rE2T . Or P�,Nv„�GGr��.1OPM�NZ F_INA[. r.,a,_ en - cSi Pla,, 9- z e 0 0 64 -((A)) 102 DELGO DE D.B. 64q, P6. 803 ZONE: B-2 USE: GOMMERGIAL GO. OF WINGHE5TER 0 s s o c 0 y Q c � � a a O �:-S E N N 7 O a O CD 6 Z_ a O 03 o Q) OJ E N a v ` t 6� Q X0 s �o°� C) rno7(3d t o 7;� 7�3 sa a q) n is O 5 as= . CD v Q� c O N b O O 7�3 E i q) EQ 73 Q o Q tp �z AREA TABULATION A►�LEA5E SFALL L.LIVE MMA A JO ANN FABRICS 13,312 5F B 516 LOTS 26,bbb 5F BI BI6 LOTS FURNITURE 1,500 5F TOTAL LEA51BLE AREA 41,500 5F EXI5TIN6 1q8 NEW (NET) 15 SUB -TOTAL 213 HO55'EXGE55 41 TOTAL PARKING AVAILA13 E 2bO TOTAL PARKIN6 REQUIRED Q 25b ' N H m m m 8 8 Q T- � 0 8 Z W LLJ Lu ujIZ U ~ > >fl U p Ce w w 0 3 Z 0 Q � w On C v U -TW u) � ~0 y� z � THE A 40 SP G ON 1-1055'5 51TE FOR WHIGH ONLY 613 ARE REQUIRED. LE6W BUILDIN6 AREA ASPHALT PAVING (HEAVY DUTY) ASPHALT PAVING (LIGHT DUTY) CONCRETE 6RA55 ARISTOCRAT PEAR TREES (1-1/2" - 2' CALIPER 5' MIN AT TIME OF PLANTING) - EXI5T GRADE CONTOUR NEW 6RADE CONTOUR MEETS 4 BOUND5 OBTAINED FROM ALTA SURVEY BY EBERT 4 ASSOCIATES, JAN Iq, Iggq. OWNER MIRIAM H. R05EN 40 EAST 6gTH STREET NEW YORK, NEW YORK 10021 (212) 24q - 1550 DEVELOFE HORIZON DEVELOPMENT GO. 101-8 DELGO PLAZA NINGHE5TER, VIR61NIA 22602 (540) bb2 - 6-Mb DES I BONDURANT ASSOCIATES 444 GRAWFORD STREET - SUITE 300 PORTSMOUTH, VIR6INIA 23104 (75-1) 3q8 - 0685 JEROME M. 44ORMANN t ,46506,4ATE5 516 OPEN 6REEN5 COURT VIRC71NIA BEACH, VIRC71NIA 23462 (151),461 - g544 SETBAG<S FRONT (PRIMARY HIGHWAY) = 50 FT (COLLECTOR OR MINOR ROAD) = 35 FT 51DE 4 REAR = NONE ZONING - 5-2 TRAFFIC EXI5TIN6 ESTIMATED TRAFFIC - 260 GAR5 PER DAY ADDITIONAL TRAFFIC, - 20 GAR5 PER DAY TOTAL ESTIMATED TRAFFIC - 250 GARS PER DAY APPROVED BY ZONING ADMINISTRATOR ZONING AJMIN15TRAT DATE O v O z 3 o W CV < -� v m V V! A w lu z O� V I z z w< th v z �— � z� p O- a } -1 X O <O z O < ^ —QV, zOL V � A 1-{--1 3: V U N O � a Sheet 2 of 18 PLAN APPROVAL VALID FOR 5 YEARS FROM DATE SHOWN. 9966-SP1 NOTES: 1. BOUNDARY SHOWN HEREON WAS DETERMINED BY A FIELD RUN SURVEY PERFORMED BY EBERT & ASSOCIATES ON JANUARY 19, 1999. 2. THE PADMOUNTED TRANSFORMER T28762 PHYSICALLY LOCATED ON SITE & SPECIFICALLY MENTIONED IN R-O-W AGREEMENT TO POTOMAC EDISON COMPANY IN DB 847 PG 1482, IS NOT COMPLETELY ENCOMPASSED BY THE EASEMENT AS DESCRIBED BY DISTANCE IN SAID DEED. IT MAY HOWEVER BE COVERED BY SAID EASEMENT DUE TO SPECIFICALLY MENTIONING THE SAID TRANSFORMER. 3. FOR DETAILED DIMENSIONS OF EASEMENTS, SEE DEED REFERENCE AND PLATS RELATING TO EACH SPECIFIC EASEMENT. 4. BUILDING RESTRICTION LINES FOR SIDES AND REAR ARE ZERO. 5. BRICK RESTAURANT LOCATED ON TRACT B IS 15.2' IN HEIGHT. BLOCK & BRICK RETAIL STORES ON QTRACT A ARE 18' IN HEIGHT. 1 oy oyw OHW O REBAR FOUND POTOMAC EDISON CO. OF VA R/W IN OB 330 PG 315 (NO WIDTH) 01 I'-6 4'-O" ol A/ B/ RI'-O" TYP FIRE HYDRANT PLAN ADD'L #5 ® 5EGT B-B 4" GONG FLOOR — #5®IT01r_ `fly #5®18"0/c W J F— mW _ to 4" PVG DRAIN PIPE THROUGH Gt)RB PAINT TOP € OUT5IDE FAGS OF GURB TRAFFIG YELLOW FIN15H GRADE EXPAN51ON JOINT FILLER E 5EALANT CURB SECTION 711'F' I CAL. HYDRANT 0 w/ PROTECTIVE GUR15 SGALE: 1/4" 1'-0" 5P2 5P2 6 `I — —89 FI�F_pr_f_ICK_rOWNF_ GI?OUr L C. P � 802 P65 I055, 1059 & 1062 PArCFL- 1-HPF_F> GUY WIRE 4 GUY WIRE GUY WIRE ANCHOR ANCHOR ANCHOR + - --.� + \ TE�LE. PED. Up OHW ---- _ p ---- UP, 48" PIPE \ - 25 ,�_--CONIC 1+ `0HW 11-------------- -------------------------------- LT. POLE $ BLOCK- WALL_, ;-------- ---- 'I + 1 1 1 1 1 l 1 1 ❑ 1 1 i EXISTING N ENTRANCE EXIST ELEC PULL BOX. —; ; { INTERCEPT CIRCUITS) & - -� ' ' I ! TIE INTO HOUSE PANEL - vo ; NEW 1 " WATER METER & TAP 2 cz ®j BY FRED. CO. ADDRESS: SAN. AUTH. NEW 4" SAN. TAP 1090 & 1092 MILLWOOD PIKE EXIST 6" LINE ' (APPROX INV 91. ) O ! ' PER FRED. CO. S N. BLOCK & BRICK INV AT RETAIL STORES BLDG UTH. REQUIREME TS ss g m I 695.83 v`J o _ I -- __1 iF 1 ! STA 3+44 25 ___,� I , SAN M H �z I I TOP 697.53 �w INV IN 690.25 0' INV OUT 690.17 LT. POLE 7 _ _ -- - - — EXIST _. WATER UP ��` �, 20 PUBLIC SANITARY SEWER ESMT FOR HNEFIT I METERS CO ss s SS SS O ss SS SS SS Ss s ss Ss SS Cal OF FRED. CO. SAN. AUTH. IN DB_7U/14.59 ___ _ _ " POTOMAC EDISON CO. OF VA i _'�„ 20 DRAINAGE ESMT FOR BENEFIT OF TRACT A / ' 18" CMP _ '- �� R/W (N DB 330/315 = DB 831/127(A) & 832/1455 & 835/263 - NO WIDTH) I / FIRE HYDRANT WITH Q 20' PUBLIC WATER ESMT FOR BENEFIT PROTECTIVE CURB / OF FRED. CO. SAN. AUTH. IN DB 769/1459 I BPI 2 Gib i� FIN15H PAVING FACE OF BUILDING GLEAN -OUT FIN FLR 98 bQ5.83' 4" PVG 5AN ® I% MIN SLOPE q I.10' 4" PVG, SLOPE A5 REO'D EXIST 6" 5AN TAP PER FREDE IGK GO. 5AN. AUTH. WIN Q1 MAP SAN SE NER FROF I LE REBAR FOUND -- - _ -_ 25' DRAINAGE EASEMENT FOR BENEFIT OF TRACT A IN DB 831 127, 832/1455 & 835 263 c 25' AND DELCO DEVELOPMENT CO. OF WINCHESTER (423/695) ___. -.0-20� EXISTING ENTRANCE r I � ' ---- EBAR SET - - 20' DRAINAGE ESMT FOR BENEFIT ------ REBAR FOUND OF TRACT A IN DB 831/127 & DB 832/1455 & DB 835/263(B) 1 LT. POLE N 1 30' PRIVATE WATER & SEWER ESMT FOR 1 FOR BENEFIT OF TRACT A IN DB 769 1463 & 832/1455 & 835/263(D). THIS ENTIRE -- REFUSE AREA 1 ESMT. IS INCLUDED IN THE ESMT. TO FRED. CO. SAN. AUTH. IN DB 847 170. � I 1 / * TRANSFORMER ON CONCRETE _ _ ENCROACHES ONTO DELCO I Q ., _ _rt : � DEV. CO. OF WINCHESTER vim�E b��CO b�V��OpM�N1' CO. OF WINCNF_51F_p 393/ 3?I 1 i CO. ---- -._ 46.6' 2.2' G -q -A-102 q � N PF-L-co Pl�vL�L-Or W NT WATER &SEWER ESMT FOR BENEFIT OF Co. OF w I NCN j51 V ss ,,-.ss ss ss ss s� @ INV OUT ;0 / �,'' FRED. CO. SAN. AUTH. IN DB 847/ w 0 ' `- 693.84 I / �0 W ,, 4/l W W W - ---- -- ---- ! 4 LT. POLE 181 .8 1 I BRICK RESTAURANT 10' UTILITY EASEMENT 14-1-- - -mAC -r i�? FOR BENEFIT OF 847/1POTOMAC EDISON \ � j CO. IN DB 847/1482 ADDRESS: SEE NOTE 8 ROTATE EXIST HYDRANT EX DROP INLET 1.-7-70 AC ��5 1080 MILLWOOD PIKE I PER ORIENTATION TOP - 697.08 , =) 1 _ EXISTING /' SHOWN ON DETAIL 1 12' CMP, = 694.49 ENTRANCE 18" CMP', = 694.31 f LT. POLE LT. POLE \/ LT. POLE 50 18 I ' B.R.L. 50B.R.L. 10' R/W FOR BENEFIT OF FREDERICKTOWNE { / GROUP L.C. (FORMERLY LAGES) IN DB 333/552 �- LEGEND co = SEWER CLEAN OUT ® = DROP INLET Q = FIRE HYDRANT ® = WATER VALVE ® = SANITARY SEWER O = STORM SEWER MANHOLE -0HW— = OVERHEAD UTILITY WIRE uP = UTILITY POLE UP 10' OHW _ ., _ —�� _ -- UP UP OHW REBAR SET i. \' OHW TELEPED. OHW 10' UTILITY EASEMENT AO�'LTo POTOMAC EDISON POWER CO. OF VA. R/W FOR BENEFIT OF TRACT A IN 661 /722 EXISTING ENTRANCE .�� IN DB 431 /126 (NO WIDTH) c MI[ -[-WOOD DIKE (U.S. RTE. 50-17) (VARIABLE WIDTH R/W) DB. 431 PG. 126 CO I GUY WIRE I 10' UTILITY EASEMENT FOR BENEFIT OF TRACT B LT POLE j (i i ANCHOR --- IN DB 661 /722 14 - ---__ i 1 I L �-1— SIGN G53 SIGN UP L --- --- ---- OHW _-� - ----- OHW_—.-- UP REBAR - - -- --- - FOUND . REBAR SET : _ -- OHW 1000'+- TO j FRONT ROYAL PIKE OHW (U.S. RTE. 522) 0 o` Q 55' 0 4080' 120' 1 "=40' GRAPHIC SCALE s _13 o0 O � � 6 QE 0 zo O_ Q 6 75� c g. °4� > c 'D-�<s N O 6 6 L � o CD n � 0 -c o 's) � o0 E ois v� L N �) v d) N 0 6 6 0) -(�) L 6 Q� Q . 0 -(3 � X 0 O L L Q) 0 (3 � O L L E Q) W O O i 6� v �v ��Lso L 0 'o + u a .N (D 0 0 0 m m m Z W °� �, Wod MU Q Ace Zce ~ o 0 ® Lu Lu LJJ ~ ~ c cj) Z _ O c!) V V �WA 0o a W QN° 0 Z 'Y v 0 O N N 0_. O') W Q t] tY v Q Lu 7 �z O � V 11a � Z v} b ua 0_z < X O to ul O OL — ILI I L V Sheet 3 0f 18 SP-2 9966-SP2 i w w 11 700 699 bel5 - - - - - - - - EXISTING GROUND J PROPOSED &ROUND MAX W. S. EL. ----------t---- O 10 20 30 O DISTANCE (FEET) �Lu V tKK 'LL ' SECTION A -A 5GALE: A5 SHOWN 701 - - l00 • bqq bel5 - — — — — — — - EXISTIN& GROUND PROPOSED GROUND MAX W. 5. EL. 40 0 10 20 30 40 O DISTANGE (FEET) �UJ v� W SECTION 5-15 SGALE: AS SHOWN l02 - 701 700 6elel w w p bell w w belb bel5 -------- EX15TINO PROPOSE 0 MAX W. S bel8.00' O 10 20 30 40 IL O DISTANCE (FEET) �wm N w1<i5 -SECTION C-C 5GALE: AS SHOWN 5F x —x —x x —x —x —x —x —x —x —x —x —x —x TO PS MU f + + +i + + + + + + +. + + + + + + + + - + + ' I' + + + + + + + + + + + + + + + + + + — k + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + qq + + + +T TO + �b_— REMOVE ME EXIST. ++ + + + + +� z GUR3 H ALEN + + + + + + 15" F.E.S. OP RIPRAP OUTLET I AMP UP T-O FOOD 'LION/DLL(�O F'L�- Z� .� - �--- > —4 — 'I ! O _- - - -- - i INV = bg5.28 PROTECTION 63' I653" E 262.2 1' _ _ _ 6 �H BA51N i a0 ---- - - - - - - T€T�1P© ARXT. - _ -- - - - - - 1NV = bg5.68 ®i�J;5% �r 1- - - --� CHECK &ANT--- - - I-- - - t---� \ ( DETAIL) �I . ' . X v' 5T D GD DETENTION BA5!N `��� 2 �' w � � O � bg5 l`�''__- . _—nq7 bad- J _ _ 'oo_ - - JJ JII 1 \ i I i ,• � �� I /I I I I � I I � � fC�111 i / �- EX15T CONC `•iil I FLUME5 / INV = 5g5.28 (EX15T) 64 - ((A)) 101 A —_ ! MIR!AM H. R05EN D.B. 831, P6. 12l ZONE: 13-2 USE: RESTAURANT + _ID OF _URB�� --- _ --�� - -- LL --- . r ; --- TO PS / r DE�NT' N Bgsi 1:n / (l.bl qG 5) - l ram, w EROSION AN=� S r;)1 ENT CONTROL PLAN SCALE: 1" = 30'-0" A VDOT #1 COARSE A66RE6ATE 2 f NOTES: I. MIN LENGTH OF GREST = 14' Q2. TIE INTO EMBANKMENT AT ENDS e PETA I L , SECTION I7-17 N.T.5. *POSTS, 10' O.C. MAX. *CONTINUOUS ROLL SYNTHETIC FABRIC ATTACHED TO WIRE MESH FENCING. b n SLOPE COMPACTED SOIL IN 4" x4" TRENCH * REDUCE POST SPACING TO 6' MAX. AND DELETE WIRE MESH WHEN EXTRA STRENGTH FABRIC IS USED. INSTALLATION do MAINTENANCE PER VA. EROSION do SEDIMENT CONTROL HANDBOOK. SILT FENCE DETAIL N.T.S. 2 x 4' Woo) i RAMC I I I pR?P INLE IO wT 4 t AME GATHER. I I EXCESS h AT CD?NLw PERSPEC'I'1VF VIEWS Ctt 1MIN ELEVATION OF STAKF AND ----' FARPIC ORIENTATION DETAIL A S-1PIKE VDoT CcAs-S A L R► - RAP 3dA I- SECTION A -A N.T.S. 1 I PIPE OUTLCT TO nAT ARIA WffH NO DEFINED CHANNEL �13 E1 OW Ex�Sr Gk4wf) rntcR Ct.o11i IotY ■1 x9com1m op 1+0lt Dma rmutm OUTLET PROTECTION N.T.S. EROSION AND SEDIMENT CONTROL NOTES: s I. THE FOLLOWING IS A LIST OF THE CONTROL MEASURES PROPOSED FOR THI5 �y ' 0 SITE. (SEE THE ENCLOSED EROSION AND SEDIMENT CONTROL EXHIBIT FOR fl 6 N PLACEMENT) ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT o z z CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN y ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND o E SEDIMENT CONTROL HANDBOOK AND THE STANDARDS OF THE COUNTY OF Q o O 00 FREDERICK, VIR6INIA. THESE MEASURES, AS DEFINED BELOW, HAVE BEEN L o s DESIGNED BASED ON THE INFORMATION AS STIPULATED IN THE HANDBOOK. � L_ o a � � �_ A CONSTRUCTION ENTRANCE (3.02) HAS NOT BEEN INCLUDED DUE TO THE fl 'F, > > SMALL 51ZE OF THE SITE. INSTEAD, IT 15 PROP05ED TO GRADE THE 51TE o N d EARLY ON AND PLACE THE BASE MATERIAL FOR THE PARKING LOT TO y p 6 .0 STABILIZE THE SITE. N z z o j a 4D > A. SILT FENCE (3.05) o L L Q O 00 SILT FENCE SHALL BE INSTALLED ALONG THE SOUTHERN BOUNDARY OF 73 THE PROJECT TO PREVENT SEDIMENT FROM ENTERING THE EXISTING o DRAINAGE DITCH. IT SHALL REMAIN IN PLACE UNTIL THE SITE 15 �y Q Q STABILIZED. m B. STORM DRAIN INLET PROTECTION (3.0-1) `-' INLET PROTECTION SHALL BE INSTALLED AROUND THE PROP05ED DROP o o INLET STRUCTURE IN THE PROPOSED PARKIN& LOT AND AROUND THE t EXISTING OUTLET CONTROL STRUCTURE IN THE STORM WATER DETENTION o 6 Q BASIN TO PREVENT SEDIMENT FROM BEING D15GHARED INTO THE STORM 6 o O O SEWER SYSTEM. � 6 G rno�Q G. TOPSOILIN6 (330) PERMANENT SEEDING (3.32) MULGHIN6 (3.35) �C ALL ISLANDS, LAWN AREAS AND SLOPES SHALL RECEIVE A MINIMUM OF 4" 6 TOPSOIL, PROPERLY GRADED AND RAKED. THESE AREAS SHALL RECEIVE y ` Q� THE PROPER COMBINATION OF FERTILIZER, SEED AND MULCH TO SECURE A q)° PERMANENT VEGETATIVE COVER. ALL DISTURBED AREAS SHALL BE o� o RESTORED WITHIN SEVEN (7) DAYS OF THE COMPLETION OF LAND DISTURBING ACTIVITIES. THESE AREAS MAY BE SODDED OR PROPERLY Q ~~ LANDSCAPED, IF 50 DESIRED BY THE OWNER. s o o 2. MANAGEMENT PROGRAM. a E v fl c o c ` r7` a is =a A. ALL WORK SHALL BE CONFINED TO THE DESI&NATED LIMITS OF o o s '��`� R CONSTRUCTION. Q o a`��:' B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND o a Q` k` MAINTENANCE OF THE ER05ION AND SEDIMENT CONTROL MEASURES FOR THE DURATION OF THE CONSTRUCTION PROCESS. o Q o m ulz•,,,,. G. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. (n W W w o < D. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND Z °� o� SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. ALL DISTURBED Q V oc AREAS SHALL BE PERMANENTLY RESTORED WITHIN SEVEN (l) DAYS OF Q Z U p THE COMPLETION OF ALL LAND DISTURBING ACTIVITIES. AFTER V c W O STABILIZATION, THE TEMPORARY CONTROL MEASURES SHALL BE 0 O W I- 3 O REMOVED, AS APPROVED THROU&H A FIELD INSPECTION BY THE LOCAL Z M Z = < INSPECTION AUTHORITY. O V U Uwe 3. MAINTENANCE: m Q W Q 45 0 A. ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES SHALL BE INSPECTED DAILY AND AFTER EACH 516NIFIGANT RAINFALL BY THE SITE SUPERINTENDENT OR HI5 REPRESENTATIVE. ANY DAMAGED STRUCTURE SHALL BE REPAIRED BY THE END OF WORK THAT DAY. B. SEDIMENT TRAPS SHALL BE GLEANED OF SILT AT 25% TRAP EFFIGIENGY AND ALL DEP051TED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. G. IF PONDIN6 OCCURS AT ANY FILTERING DEVICE, THE DEVICE SHALL BE DRAINED IN SUCH A MANNER SO AS TO PREVENT THE ACCIDENTAL (D 0 c DISGHARGE OF ANY TRAPPED SEDIMENTS. v z c v D. ALL TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE Q -0 Q CHECKED REGULARLY AND WATERED, A5 NECESSARY, FOR STABILIZATION. - 3 •� DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, MULCHED AND 0o Q REPLANTED, AS NEEDED, UNTIL THE PERMANENT VEGETATIVE COVER IS p SECURE.cd N 4. CONSTRUCTION SEGQUENGE: THE FOLLOWING 15 THE ANTICIPATED SEOUENGE OF CONSTRUCTION FOR THIS � PROJECT: cn A. ENLARGEMENT OF THE EXISTING STORM WATER DETENTION BASIN TO BE USED AS A TEMPORARY SEDIMENT TRAP AND FOR STORM WATER MANAGEMENT. B. INSTALL TEMPORARY ROCK CHECK DAM. ,n G. EXCAVATION AND ROUGH GRADING FOR THE BUILDING EXPANSION AND ON PARKING AREA. O D. INSTALLATION OF THE DROP INLET AND DRAIN PIPE TO THE EXPANDED A')_ Z �I STORM WATER DETENTION BASIN. n/ E. INSTALLATION OF THE INLET PROTECTION AROUND THE NEW DROP INLET. F. INSTALLATION OF BASE MATERIAL ON NEW PARKING LOT AREA, AS SOON AS POSSIBLE AFTER GRADING. lU _ &. CONSTRUCTION OF THE PROPOSED BIG LOTS EXPANSION BUILDING. Z H. INSTALLATION OF THE UTILITIES. ' I. CONSTRUCTION OF THE PAVEMENT SECTION. A z J. INSTALLATION OF THE PERMANENT VEGETATIVE CONTROLS AND LAND5GAPIN& OF THE SITE. 5. PERMITS: PRIOR TO GOMMENCIN& SITE 6RADIN6 WORK, A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC, WORKS Z -� DEPARTMENT. f 1 4 a moo, < Z O U — v a � -z 0 X o} z EROSION SEDIMENT CONTROL KEY N O UJ 3.05 SILT FENCE 5F x —x 3.07 STORM DRAIN INLET PROTECTION- 3.13 TEMPORARY SEDIMENT TRAP ST 3.17 STORM DRAIN OUTLET PROTECTION OP 5.20 TEMPORARY ROGK CHECK DAM GD 3.50 TOPSO I L I N& TO TO 3.52 PERMANENT SEEDIN& P5 P5 5.35 MULGHIN6 MU MU Sheet 4 of 18 SP-3 9966-SP3 51TE WORK NOTE5 51TE GLEARINC I. RESTORE ANY IMPROVEMENTS DAMAGED BY TH15 WORK TO THEIR OR16INAL CONDITION. 2. PROTECT EXI5TIN6 TREES AND OTHER VEGETATION INDICATED TO REMAIN. 3. REMOVE TREES, SHRUBS, 6RA55, WEEDS, AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS THAT INTERFERE WITH NEW CONSTRUCTION. 4. STRIP AND STOCKPILE TOP501L IN ALL AREAS OF CONSTRUCTION. 5. GRUB STUMPS, ROOTS, ROOT MA15, 1_065, AND DEBRIS ENCOUNTERED WITHIN LIMIT OF CONTRACT. 6. REMOVE ALL WASTE MATERIALS AND DISPOSE OF IN AN ACCEPTABLE MANNER. EXCAVATION AND GRADING L WORK INCLUDED GDN515T5 OF. A. EXCAVATION AND GRADING THE SITE TO 5UBCA ADE5 OF PAVED AND UNPAVED AREAS AS INDICATED ON DRAWINGS. B. FURNISH AND PLACE ALL ADDITIONAL APPROVED MATERIAL REQUIRED TO BRING 5UB6RADE TO PROPER LINE AND 6RADE. 2. NO 505tURFAGE INVESTIGATIONS HAVE BEEN CONDUGTED. 3. CAREFULLY MAINTAIN ALL BENCH MARKS, MONUMENTS, AND OTHER REFERENCE POINTS AND REPLACE IF DISTURBED OR DESTROYED. 4. COMPLY WITH RULES AND RE6ULATION5 GOVERNING RESPECTIVE UTILITIES. 5. IF UNDESIRABLE MATERIAL 15 ENCOUNTERED DURIN6 EXCAVATION, REMOVE AND REPLACE MATERIAL AS DIRECTED BY ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 6. WHERE GUT5 ARE REQUIRED TO BRING FLOOR 5LA55 TO PROPER ELEVATIONS, EXCAVATE TO LEVEL BELOW 5LA55 ALLOWING FOR REQUIRED GRANULAR FILL. 1. DO NOT PLACE FOOTIN65, OR SLABS ON FROZL9+ EARTH: DO NOT PLACE F09TIN65 AND FLOOR SLABS, WHEN TEMPERATURE 15 BELOW 40 DE6REE5. 8. FILL MATERIAL SHALL BE FREE FROM ROOTS, OR6ANIG MATTER, TRASH, AND STONES HAVING A MAXIMUM DIMENSION GREATER THAN 3 INCHES. q. CONTROL MOISTURE FOR EACH LAYER AS NEGE55ARY TO MEET REQUIREMENTS OF COMPACTION. DO NOT PLACE MATERIALS IN EMBANKMENTS OR FILLS WHICH EXGEED5 OPTIMUM M015TLRE CONTENT BY THREE PERCENT OR 15 THREE PERCENT BELOW OPTIMUM MOISTURE CONTENT. 10. UNDER BUILDIN65, ROADWAY5 AND PARKING AREAS AND EXTENDING ONE FOOT BEYOND PROP05ED ED6E OF PAVEMENT FOR GUT 5EGTION5 AND ONE FOOT BEYOND PROPOSED TOE OF SLOPE FOR FILL SECTIONS MEASURED PERPENDICULAR FROM GENTERLINE, COMPACT TOP 12 INCHES TO DENSITY NOT LES5 THAN C18 PERCENT MAXIMUM DRY DENSITY AND REMAINDER OF FILL TO q5 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR METHOD AND MEASURED BY A5TM D bq8. 11. COMPACT OTHER EMBANKMENTS AND FILLS NOT LISTED TO NOT LE55 THAN c15 PERCENT OF MAXIMUM DRY DENSITY A5 DETERMINED BY STANDARD PROCTOR METHOD, A5TM D 6q8. 12. PROVIDE, AT NO EXTRA C95T, NECESSARY AMOUNT OF APPROVED FILL COMPACTED TO DENSITY fNII1GATED. 13. SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF OFF -SITE. 14. TOLERANCES OF ROUGH 6RADE SURFACE SHALL BE AS FOLLOWS: A. FOR UNSURFAGED AREAS, BRING 50B61RADE TO 0.2 OF A FOOT. B. FOR PAVED AREAS AND BUILDINGS, BRING SUBGRADE TO UNDERSIDE OF RESPECTIVE SURFACES WITH A MAXIMUM TOLERANCE OF 0.1 OF A FOOT. TRENCHING, BAGKEILLIN6, AND GOMPACTIN6 1. VERIFY LOCATION AND EXISTENCE OF ALL UNDERGROUND UTILITIES. 2. BRACE AND SHEET TRENCHES IN FULL OBSERVATION OF SAFETY REGULATIONS ISSUED BY THE DEPARTMENT OF LABOR 3. USE ONLY BAGKFILL WHICH 15 FREE FROM BOULDERS, LARGE STONES, ROOTS, SOD, OTHER VEGETATIVE OR ORGANIC MATTER, AND FROZEN MATERIAL. HAND OR PNEUMATIC TAMP BAGKFILL UNDER AND AROUND PIPE UP TO 24 INCHE5 ABOVE TOP OF PIPE IN LIFTS NOT EXCEEDING 8 INGHE5 L005E TMCKNE55. BACKFILL AND COMPACT REMAINDER OF TRENCH IN 8 INCH LIFTS TO DENSITY SPECIFIED BELOW. 4. COMPACT ALL TRENCH BAGKFILL IN AREAS UNDER PAVED ROADS, PARKING AREAS, SIDEWALKS, AND OTHER STRUCTURES AS DIRECTED BY ARCHITECT TO AT LEAST q8 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) AS DETERMINED BY A5TM D 1551. IN LOCATIONS WHERE TRENCH WILL NOT BE UNDER PAVED AREAS, COMPACT BAGKFILL TO A MINIMUM q5 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) A5 DETERMINED BY A5TM D 1551. INSURE BAGKFILL MATERIAL HAS MOISTURE CONTENT IN RANGE OF PLUS 3 MINU5 3 PERCENT OF OPTIMUM MOISTURE AT TIME IT IS PLACED. SOIL EROSION AND 5EDHENT CONTROL I. ALL ER05ION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE PRACTICE STANDARDS AND 5PEGIFICATION5 IN THE VIR6INIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, INGLUDINS BUT NOT LIMITED TO THE FOLLOWING: 3.05 SILT FENCE 3.01 STORM DRAIN INLET PROTECTION 3.18 OUTLET PROTECTION 3.lq- RIPRAP 326 DEWATERI% STRUCTURE 3.30 TOP501LI% 531 TEMPORARY 5EEDIN-7 3.32 PERMANENT 5EEDIN6 3.35 MULGHIN6 2. THE CONTRACTOR SHALL HAVE THE 50LE RESPONSIBILITY OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, SERVICE, SUPPLEMENTARY OR MISCELLANEOUS ITEMS AND APPURTENANCES AND DEVICES INCIDENTAL TO OR NECESSARY FOR GOMPLETE 501L EROSION AND SEDIMENT CONTROL 3. THE TYPES OF WORK REQUIRED SHALL INCLUDE THE FOLLOWING: A. TEMPORARY 5EEDIN6 OF DISTURBED AREAS. B. PERMANENT HYDRO5EEDI% OF DISTURBED AREAS. G. FURNISHING AND IN5TALLI% ER05ION CONTROL ITEMS A5 REQUIRED. 4. THE EROSION AND SEDIMENT AND EROSION CONTROL PLAN FILED WITH FREDERICK COUNTY SHALL BE COMPLIED WITH DURING EXECUTION OF THE WORK. 5. DURING CONTRACT PERIOD: A. MAINTAIN SEDIMENT BASINS, DIKES, CONSTRUCTION ENTRANCES, STRAW BALES, 51LT FENCES, ETC. A5 REQUIRED BY THE HANDBOOK. B. AFTER ROUGH GRADING, APPLY TEMPORARY 5EEDIN6 WITHIN 15 DAY5 OVER EXPOSED EARTH AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 60 DAYS. G. GON5TRUGT INLETS AS SOON A5 POSSIBLE AND T16HTLY SECURE INLET PROTECTION COMPLETELY AROUND INLETS A5 DETAILED ON DRAWIN65. D. MAINTAIN, REPAIR, OR REPLACE SILT FENCES, DKES; BA&W-7, ETC., A5 DIRECTED BY THE ARGHIfTEGT. E. DO NOT DISTURB ADJACENT EXISTING VEGETATION (GRASS OR TREES) UNLESS APPROVED BY ARCHITECT. F. EXCAVATE THE SEDIMENT OUT OF SEDIMENT BA51N5 AND SEDIMENT TRAPS. 6. GRADE 5LOPE5 AND 5WALE5, ETC., SEED AND MULCH AS 50ON A5 POSSIBLE. H. AS EARTHWORK PR06RE55E5, SLOPE GUT AND FILL SURFACES 50 THAT FLOW MOVES TOWARD PROTECTED INLETS AT INTERIOR OF SITE. 6. NEAR COMPLETION OF THE CONTRACT: A. GRADE ALL REMAINING EARTH AREAS, TOPSOIL, SEED AND FERTILIZE A5 SPECIFIED IN SECTION 02825. B. REMOVE 51LT FENCE, INLET PROTECTION, ETC. G. GLEAN SILT FROM SEDIMENT BASIN AND RESTORE TO FINAL GRADE. STORM DRAINAGE I. REINFORCED CONCRETE PIPE (RGP) SHALL CONFORM TO A5TM DE516NATION C16 CLA55 IV. 2. FLARED END 5EGTION5 A5 PER VDOT STANDARDS. 3. FURNISH AND PLACE CONCRETE FOR MANHOLES AND INLETS, STEPS, REINFORCEMENT BARS, BRICK, MORTAR, PRECAST CONCRETE 5EGTION5, FRAMES AND 6RATE5, FRAMES, COVERS, ETC. PER STATE 5PEGIFIGATION5 UNLE55 OTHERWI5E INDICATED. A. CONCRETE: 3000 P51 B. REINFORCEMENT BARS: A5TM, ,Nb15, 6RADE 60 G. BRICK: AA5HTO M91, 6RADE M5 D. GA5TING5: A5TM A48 FOR GLA55 30 IRON (SUITABLE FOR SUPPORTING H-20 LOADING) E. CEMENT: A5TM Gql 4. JOINTS FOR C,ONGRETE PIPE SHALL BE A COMPRESSION TYPE, REMOVABLE RUBBER GASKET, A5TM DE516NATION G443 OR WITH A FIELD APPLIED PREFORMED FLEXIBLE PIPE JOINT 5EALIN6 COMPOUND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. A66RE6ATE, BASE GOUR5E I. CONSTRUCT AGGREGATE, BASE COURSE IN STRICT CONFORMITY WITH THE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH VIR61NIA DEPARTMENT OF TRANSPORTATION (VDOT) "ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION". 2. A66REC7ATE BASE MATERIAL FOR INSTALLATION UNDER BITUMINOUS CONCRETE PAVEMENT SHALL BE TYPE I, NO. 21A, CONFORMING TO SECTION 208 OF THE VDOT SPECIFICATIONS. 3. A66RE6ATE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 30q OF THE VOOT SPECIFICATIONS (BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR, MAXIMUM DRY DENSITY AS MEASURED BY A5TM D 1551), ON AN APPROVED 50136RADE CONSTRUCTED IN AGGORDANGE WITH SECTION 305. BITUMINOUS GONGRETE PAVEMENT I. CONSTRUCT BITUMINOUS CONCRETE PAVEMENT IN STRICT CONFORMITY WITH THE PLANS AND 5PECIFIGATION5 AND IN A ACCORDANCE WITH VIR6INIA DEPARTMENT OF TRANSPORTATION (VDOT) "ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION". 2. BITUMINOUS SURFACE COURSE SHALL BE TYPE 5M-2A, IN ACCORDANCE WITH VDOT SPECIFICATION, SECTION 211. 3. BITUMINOUS BASE COURSE SHALL BE TYPE BM -I OR IM-1 BASE COURSE, IN AGGORDANGE WITH VDOT SPECIFICATION, SECTION 211. 4. TACK COAT SHALL BE IN AGGORDANGE WITH VDOT SPECIFICATION, SECTION 310. PAVEMENT MARKINGS I. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PERFORM ALL WORK AND SERVICES NECESSARY FOR ALL PAVIN6 STRfPIN6 AND MARKIN65 AS 5HOHN ON DRAWIN65. 2. U5E NONREFLEGTIVE TRAFFIC ZONE PAINT: VOOT 5PEGIFIGATION SECTION 231; COLOR: YELLOW. 3. 5TRIPIN6 MACHINE: SELF-CONTAINED, SELF-PROPELLED, CAPABLE OF PAINTIN6 UP TO 6-INCH WIDE STRIPES BY USE OF SPRAY NOZZLE, WITH PAINT KEPT IN CONSTANT AGITATION AND UNDER PRESSURE. 4. THOROUGHLY GLEAN 5URFAGE5 TO RECEIVE 5TRIPIN6 OR MARKIN6 OF FOREIGN SUBSTANCES. HAVE 5URFAGE5 COMPLETELY DRY BEFORE PAINTING. 5. DO NOT PAINT UNTIL A MINIMUM OF 5 DAYS HAS ELAPSED FROM TIME SURFACE 15 COMPLETED. 6. DO NOT APPLY OVER WET SURFACES, DURING WET OR DAMP WEATHER, OR WHEN TEMPERATURE IS BELOW 40 DEGREES F. 1. USE A GUIDE TO FORM MARKIN65 TRUE TO LINE AND WIDTH. KEEP PAINTS THOROUGHLY STIRRED AND AT UNIFORM CONSISTENCY DURING APPLICATION. DO NOT THIN IN EXCESS OF MANUFACTURER'S RECOMMENDATIONS. METHOD OF APPLYIN6 PAINT SHALL BE APPROVED BY ARCHITECT PRIOR TO C,OMMENGI% MARKING OPERATIONS. USE RATE OF APPLICATION SUFFICIENT TO PRODUCE COMPLETE GOVERA6E WITHOUT VOIDS OR THIN SPOTS. OVER -PAINT UNSATISFACTORY MARKINGS AS ]DIRECTED. PROTECT ALL MARKIN65 FROM TRAFFIC, UNTIL PAINT HAS DRIED SUFFICIENTLY TO PREVENT TRACKING. PERFORM ALL 5TRIPIN6 WITH AN APPROVED 5TRIPIN6 MACHINE. 5EEDIN6, MULGHING, AND TOP501LIN6 I. SEEDIN6, MULGHIN6, AND TOP501LIIN6 SHALL COMPLY WITH THE FOLLOWING VIR6INIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION, EXCEPT AS MODIFIED HEREIN: SECTION 244 - ROADSIDE DEVELOPMENT MATERIALS SECTION 602 - TOP501L SECTION 603 - SEEDING 2. 5EEDIN6 SHALL COMPLY WITH THE FOLLOWING 5TANDARD5 AND 5PEGIFIGATION5 IN THE VIR6INIA EROSION AND SEDIMENT CONTROL HANDBOOK (HANDBOOK), LATEST EDITION: 3.31 TEMPORARY 5EEDIN6 3.32 PERMANENT 5EEDIN6 3. INSTALLATION OF ER05ION CONTROL MEA5URE5 SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN FILED WITH FREDERICK COUNTY. 4. FERTILIZER SHALL CONTAIN A 10-10-10 RATIO OF NITROGEN, PHOSPHATE, AND POTASH, OR SHALL BE BA5ED ON 501L TESTS. 5. GRAIN 5lRAW MULCH SHALL BE U5ED. 6RAIN 5TRAW SHALL 13E SPREAD OVER ALL REGULAR SEEDED AREAS AT THE SPECIFIED RATE. MULCH SHALL BE APPLIED TO A UNIFORM DEPTH, BY AN APPROVED METHOD. 6. MULCH SHALL BE APPLIED A5 50ON AS PRAGTICA13LE AND NO LATER THAN 48 HOURS AFTER THE 5EEDIN6 OPERATION. 1. LIME SHALL BE FRESHLY 6ROUND AGRICULTURAL LIMESTONE WITHOUT LAMPS AND CAKES. 8. WATER SHALL BE FREE FROM ANY SUBSTANCES HARMFUL TO THE GROWTH OF 6RA55. q. 5EEDIN6: A. PERMANENT 5EEDIN6: (1) LAWN AREAS AND 5LOPE5 FLATTER THAN 3 (HORIZONTAL): I (VERTICAL) (a) 5EEDIN6 MIXTURE (25OL65/ACRE) 5PEGIE5 / PERCENT TURF -TYPE TALL FESCUE / q0-100 IMPROVED PERENNIAL RYE6RA55 / 0-10 KENTUCKY 5LUE6RA55 / 0-10 (b) 501L AMENDMENTS: APPLY LIME AND FERTILIZER AGWRDIN6 TO 501L TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. (c) MULCH: APPLY 4000 LB/ACRE GRAIN 5TRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH WITH A MULCH ANGHORIN6 TOOL. (2) 5LOPE5 STEEPER THAN 3 (HORIZONTAU: I (VERTICAL) SHALL BE ROU6HENED, HYDR05EEDED, MULGHED, AND FERTILIZED. (a) 5EEDIN6 MIXTURE 5PEGIE5 / RATE (LB/ACRE) KENTUCKY 31 FESCUE / 108 RED TOP GRASS / 2 5EA50RAL NURSE CROP / 20 GROWNVETGH / 20 WEEPING LOVEORA55 / 20 (b) SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO 501L TESTS, OR APPLY 4000 LB/ACRE 6ROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. (c) MULCH: HYDR05EED, MULCH AND FERTILIZE. continuous joint Oy0 ) '/z" a 4' "tud s conn.Clor/ to Collor la, 4 long Holf Plan -Steel Holt Pion -Cost Iron I I/Z' s 4 lugs cost with Collor • � N DIMENSIONS FOR CAST IRON ONLY i' SECTION B-B COLLAR DETAILS z' 7 J'6 PLAN VIEW (GRATE REMOVED) Cy SECTION A -A „AfG- BASN DETAIL SCALE : NONE c (9'-0" FIELD VERIFY 9 a SLOPE TO PAVING n 1:12 MAX ° ° d d 4 ° d 2' 6' GRATE DETAILS NOTES PRECAST STRUCTURE MAY BE SUBSTITUTED UPON APPROVAL OF ENGINEER. CAST IRON GRATES AND COLLARS SHALL BE SUFFICIENTLY TRUE TO A PLANE SURFACE SO THAT GRATES WILL NOT ROCK. DRAINAGE STRUCTURE FOUNDATION SLAB TO BE PLACED ON A 6" BED OF AGGREGATE BASE STONE. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. ALL PRECAST CONCRETE TO BE 4000 PSI. CAST IRON COLLARS SHALL BE 66± 3 LBS INCLUDING LUGS. GALVANIZED STEEL COLLARS SHALL BE 43.6 LBS INCLUDING CONNECTORS. FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING SHALL BE INCLUDED. 6-O" HIGH CHAIN -LINK FENCE l3/ WOOD (STAINED) STOCKADE FENCING BOLTED TO FACE / 3" (P LINE P05T (TYP OF 6) Q FILLED l•'Y CONC, ANCHORl`V In 12" m x 3'-0" GONG P05T FOUNDATION a O 4 ° ° I ° a 4 1 6 d ° 4 d d r1 (1)DUMP5TER a !° cn a (BY OTHERS) t ° d °° a ° ' ° a ° d a -, a me ° ° ° a ° (h 4 so ° ° o° J . a 0 1'-0" 6" m x 8'-0" 5TD 5TL POST FILLED' GONG. ANCHOR IN IS" 4' x 4'-O" GONG P05T FOUNDATION (TOP OF P05T +4'-0") I *MF57ER FAIL 4 ENCLOSURE 1 - PR 6-0" HIGH CHAIN -LINK 6ATE5 "il WOOD (STAINED) STOCKADE FENCING BOLTED TO FACE. PROVIDE ALL HARDWARE NEGE55ARY TO MAKE GATES LOGKABLE I6x 10' x 6" GONG DUMP5TER PAD W/ 8" WIDE x I6" THIGK THICKENED ED6E, ALL SIDES 0 S � c, N < L a H C a -C) a ° E �q)ooCD 0 _0 C a C 6 O D W -a~ �oNQ) CL � pa '>` U 0 0� to z C = c 73 O Qb rn �, Q 13 m m n X0 v � O Q AW` , O M Q Q L - s�Q�t s6 6 fl 6 s T) E��'�o o a oder"w O QTE_c, C�►w �rt� v Q s 6 3 t7 Q CD �z Z LL! C.6 Lu L0,2_ L U oc Q ? o > V w t 3 0 Z (n Z v < 2 O to v wH m a W t- ��0- Q v50 a� O -0 3 v o z rn v 0 0 O � N p 0 CV 05 Q Cn W Sheet 5 of 18 SP-4 SCALE: 1/4" = I'-O" 9966-SP4