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HomeMy WebLinkAbout43-03 Windstone Rec. Area - 6.86 acres Recreational Area - Red Bud - BackfilePROJECT LOCATION FREDERICK COUNTY � 0 i i y V I R G I N I A INAC SITE MUM Approved by: FREDERICK COUNTY ZONING/SUBDIVISION ADMINISTRATOR Date Note: Site plan is valid until 5 years after approval date. TP"" 0 0 L F A C I L I T _'T' for RED BUD MAGISTERIAL FREDERICK COUNTY. Parcel Identification Number: 54-I-7-1-90A DISTRICT VIRGINIA TRIAD PROJECT NUMBER 08-03-01 95 INDEX OF SHEETS DESCRIPTION SHEET NO. COVERSHEET.............................................................................................0 --1 POOLLAYOUT.............................................................................................C-2 NOTES& DETAILS......................................................................................C-3 THIS PLAN SET COMPLEMENTS: APPROVED MASTER DEVELOPMENT PLAN #01-02 (WINDSTONE) DATED APRIL 10, 2002. APPROVEDPLAN #03-02 (WINDSTONE) DATED JUNE 24, 2002. D E V E h 0 P E R : OA]KCREST PROPERTIES, L,E,C. 2055 VALLEY AVENUE WINCHFSTER, VIRGINIA 22601 Phone: (540) 722-4100 "For the purpose of plan approval, Dennie D. Dura&R III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from DennLe D. DunlaR to the certified person named by the contractor prior to the initiation of land —disturbing activity." U DENNIE D. DUNLAP III :r-' No. 035809 47 oNAL VICINITY MAP 1 " = 1000' �4��1a7 ENGINEERING, INC. CIVIL DESIGN GROUP www.triadeng.com 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: (540) 667-9300 Fax: (540) 667-2260 E—mail: office®triad—winc.com 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: (540) 434-4135 Sheet Number: Fax: (540) 434-5841 E—mail: office®triadengineering.net 1 of 03 E CL LO LO 0 0 N N N 2 1 /4" [57MM] RISE APPROX 6" [152MM] 3 7/8" [98MM] SO POST HINGE SO POST 1 3/8" [35MM] X 1 1 /2" [38MM] U-CHANNEL RAIL 3/4" [19MM] SO PICKET INDUSTRIAL DRIVE RIVET POST TOP OPTIONS RING OPTIONS 0 a U g 0 a 0 z s o N 0 0 0 0 0 0oQoo COPYRIGHT U 1998 MASTER-HALCO, INC. ALL RIGHTS RESERVED. MONUMENTAL IRON WORKS SO POST 3/4- [19MM] SO PICKET 1 3/8" [35MM] X 1 1 /2" [38MM] U-CHANNEL RAIL INDUSTRIAL DRIVE RIVET 3 13/16" [97MM] (; 3 1E POST TOP OPTIONS 0 o V) j Sz A FACE TO FACE (N.T.S.) 2 1/2" [63MM] IMPERIAL TOP-7 i- POST TOP FULCRUM LATCH W/ STRIKE STRAP TRUSS ROD H 2" [51 MM] SO UPRIGHT 6" [152MM] NOM 3 15/16" [1 OOMM] TYP -� t�l I I I L 2" [51 MM] NOM I II II NOM HEIGHT (H) I U 1 3'-0" [914MM] I- - J 3'-6' [1067MM] GATE ELEVATION SEE DWG 6-531 OR FOR 1" PICKETS 5'-0- [1524MM] 6'-0- [1829MM] NOTES: 7'-0- [2134MM] 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 8'-0" [2438MM] 2- SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. 3. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH 36' [914MMJ. ACTUAL OPEN'G (A) NOM OPENING 4. SELF CLOSING HOWE AVAILABLE FOR 3' do 4' OPENING GATES ONLY. 3'-0 1/8" [918MM] 3'-0" [914MM] 5. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. HARDWARE WILL VARY. 6. GATES MAY HAVE 3 OR 4 RAILS (TO MATCH FENCE). 4'-2 3/16" [1275MM] 4'-0- [1219MM] 7. WITH RING OPTION (2) RAILS ARE REQUIRED AT RING. 5'-4 1/4" [1632MM) 5'-0- [1524MM] IMPERIAL SINGLE SWING GATE BY: JR DWG. 6-521OR DATE: 03R27-97 REV: g LAYER: 1 W/ ARCHED TOP & 3/4" PICKETS REV DATE: 06-25-01 SCALE: 1/2" - l'-O" RAIL BRNC 7'-8 3/4" [2356MM] FACE TO FACE POST TAP `.. .. .. . . . . . . . . . .. . .. • 3 7/8" [98MM] H 6" [152MM] . .. . . . . . . . . . . . . . . . . . . . .. . Ole . . .. . . . . . . . . . . . . . . . . . .. ?) ENDS /16" [100MM] f I EXTENDED CENTER I I I I 2" [51 MM] NOM PICKET SUPPORTED I I I I AT GRADE BY I I I I COPYRIGHT ©1998 MASTER-HALCO, INC. ALL RIGHTS RESERVED. MONUMENTAL IRON WORKS SEE NOTE #6 3 7/8" [98MM] SO POST HINGE SO POST INDUSTRIAL DRIVE RIVET 1 3/8' [35MM] X 1 1/2"[38MM] AN U-CHN RAIL 3/4" [19MM] SO PICKET POST TOP OPTIONS RING OPTIONS O -, �s ~ g o 0 a 0 O g 0 0 0 0 0 _LN,L 4-. DIA X 56- DEEP [102 X914MM] MIN DEPTH CONCRETE FOOTING I I I I I IN: 36" LJ I MM: 914 FENCE SECTION ELEVATION L J WIDTH NOTES: IN: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. MM: 3. FOOTING WIDTH TO BE (4)X POST WIDTH. BY: JRR IMPERIAL FENCE - STYLE B DATE: 05-22-95 NOM 8' SECTION LENGTH REV: B SOLID STEEL 3/4" PICKETS REV DATE: 06-01-98 A FACE TO FACE (NOT TO SCALE) 2 1/4' [57MM] --{ 3" [76MM] 2 1/4" [57MM] - FULCRUM LATCH W/ STRIKE STRAP IMPERIAL I TOP DROP BAR 3 15/16' [100MM] TYP GATE ELEVATION SEE DWG 6-5315R FOR 1" PICKETS NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER -NALGO ONLY. 3. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH 36" [914MM]. 4. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. HARDWARE WILL VARY. 5. GATES MAY HAVE 3 OR 4 RAILS (TO MATCH FENCE). 6. RISE AND RADIUS OF ARCH ARE CUSTOM. SPECIFY PER ORDER. 7. WITH RING OPTION (2) RAILS ARE REQUIRED AT RING. POST TOP NOM HEIGHT (H) 3'-0" [914MM] 3'-6" [1067MM] 4'-0" [1219MM] 5'-0" [1524MM] 6'-0" [1829MM] 7'-0" [2134MM] 8'-0" [2438MM] DWG: 6-1110S 1 1/2' 1'-0" -TRUSS ROD H 2" [51 MM] SO UPRIGHT 6" [152MM] NOM HEIGHT (H) NOM 3'-6' [1067MM] 4'-0- [1219MM] 2' [51MM] NOM 5'-0' [1524MM] 6'-0" [1829MM] 7'-0- [2134MM] 8'-0- [2438MM] ACTUAL OPEN'G (A) NOM OPENING 6'-7 5/8" [2023MM] 6'-0- [1829MM] 7'-5' [2261 MM] 7'-0- [2134MM] 8'-2 3/8' [2499MM] 8'-0- [2438MM] 9'-9 1/8' [2975MM] 9'-0" [2743MM] 10'-6 1/2' [3213MM] 10'-0" [3048MM] ll'-3 7/8' [3451MM] ll'-0" [3353MM] 12'-1 1/4' [3689MM] 12'-0- [3658MM] 13'-8' [4166MM] 13'-0- [3962MM] 14'-5 3/8" [4404MM] 14'-0" [4267MM] 15-2 3/4" [4642MM] 15'-0' [4572MM] 16'-0 1/8" [488OMM] 16'-0' [4877MM] CWYRQfT@1998 MRsERVED. ' INC. IMPERIAL DOUBLE SWING GATE JRR ALL RIGHTS DATE: 09-02-97 MONUMENTAL REV, B IRON WORKS W/ ARCHED TOP • & 3/4 PICKETS y DATE: 06-25-01 DWG: 6-5215R LAYER: 1 SCALE: 318' = V-O" INTERNATIONAL SOCIETY OF ARBORICULTURE DRIP LINE ----__ PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRAI PROPOSED GRADING w w � MIN. 5' WHERE DRIPLINE IS LESS THAN 5' ww www CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES CONSTRUCTION OF A SIL T FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE HAMPAIGN, IL 61821 217 355-9411 217 355-9516 FAX DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. �- SEE WRAPPING DETAIL. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 MM -2 IN. 400 MM (8FT.) DIAM. PREFERRED BALL WITH SOIL. HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 1 I T T 1 7 1 1 i , t , i t T ' ' 1 ",' ' ' ' ' ' 100 MM (4 IN.) HIGH EARTH SAUCER , i 1'11 ,',',','," 50 MM IN.) MULCH. DO NO PLACE , T i , t t t,,,1,' BEYOND EDGE OF ROOT BALL. Tit , t MULCH I2 CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WIEED-FREE FOR ' ' ' ' ' ' ' REMOVE ALL TWINE, ROPE AND WIRE, AND t 1 T T, t T i T 1 T A MINIMUM OF THREE YEARS AFTER „ 1 1 1 1 1 , t t „ i i t , t T T 1 T t 1 1 T 7 If i t , 1 , 1 1 1 „ BURLAP FROM TOP HALF OF ROOT BALL PLANTING. ,,, t 1 1 t I IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. NOTE: FOR DIMENSIONS OF OR TAMPEDTSBOIL. ON UNEXCAVATED PLANTING AREAS TYPES OF SOIL AMENDMENTS, R SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS. » BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. FLOW 3. ATTACH THE (FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G 11011 L01- EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC -WIRE SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME STAKE DROP INLET WE 3 MIN. GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION II \ I I F MIN, 11 (III) „ „ lvl DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) INHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. -4000 PSI CONCRETE 028 DAYS -MAX. SLUMP OF 5" -4-6% A.E. -BROOM FINISH W/W.W.F. 5.0' 1.04% .'.'.'.' co 6" VDOT #21-B AGGREGATE SUBGRADE COMPACTED COMPACTED TO 95% OF TO 95% OF STANDARD STANDARD PROCTOR PROCTOR DENSITY DENSITY (;V-V-� CONCRETE SIDEWALK DETAIL N.T.S. Z-R051O/V CONT�'OL N(9 TES. 1. 717F CONTRACTOR SHALL ARh'ANG£ FOR A PRE-00N577,'11CI70N CONFERENCE WIH THE APPROPR/,ATE EROS/ON AND SED/MENT CONTROL 0/RECTOR 48 HOURS PI'FIOR TO BEGINNING WORIf 2. ALL ERGS/ON CIONTROL DEl96E5 AS 5H0W OR AS REOU/RED ARE TO BE CONSTRUCTED rO STANDARDS AND SPEC/F/CA77ONS OF W1,F6/N/A ERO510N AND SED/MENT CONTROL HANDBOOK (ZA7FST EDITION) AND ARE TO BE IN PLACE PR/OR TO ALL CON5TRUC770N. .3 EROSION AND SED/MENT CONTROL MEASURES SHALL BE MAINTAINED CONT/NUOUSL Y, REL O�CATED WZN AND AS NECESSARY AND SHALL BE CHECI(ED AFTER CkffY RAINFALL. SEEDED ARf AS SHALL BE CHECKED REGULARL Y AND SHALL BE WATFRED, FE-R77L/ZED, RESEEDED AND &UL CHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 4. ALL DISTURBED AREAS NOT PAIf-,O OR BU/L T UPON ARE TO BE FERTILIZED, SEEDED, AND &UL CHED BY THE CONTRACTOR /N ACCORDANCE NTH THE BIRO/N/A £ROS/ON AND SEDIMENT CONTROL REGULA770N5 (2A7FST £D/770Nj. 5. ALL DRAIN INLETS SHALL BE PROTECTED FROM 51Z 71477ON. GI/EFFEC77WE P19017-C77ON DEVICES SHALL BE /MMED/ATEL Y REPLACED AND 77-IZ- INLET CLEANED. FL USH/NG /S NOT AN ACCEPTABLE METHOD OF CLEANING. 6. GRADE AREAS AD✓AGENT TO BU/L,D/NG TO ACH/EIZ_ ORA/NAG£ AWAY FROM THE S77RUC7URE ANO TO PREIENT PONDING /N SWALE5 7. PERMANENT OR TEMPORARY SOIL 51rAB/L/ZA77ON SHALL BE .APPL/ED TO DENUDED AREAS W17//N SEVEN DAYS AFTER FINAL 'TRADE /S REACHED ON ANY POR,/7ON OF 7HZ- 5I7F 7F&PORARY SOIL STA91ZIZA 17ON SHALL BE AP,PL/£D WI-HIN SEIi£N DA YS TO DENUDED AREAS THAT MAY MOT BE AT FINAL GRADE BUT WZZ REMAIN DORMANT (,YND/S7UR9EOJ FOR L ONGER THAN .30 DA )'S PERMANENT STA91ZIZA77ON SHALL BE APPLIED TO AREAS 7HAT ARE TO BE LEFT DORMANT FOR MORE 77IAN ONE YEAR. 8. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STAB/L/ZED OR PROTECT '0 WIH SEDIMENT TRAPPING MEASURES. 19 MEASURES INTENDED TO TRAP SED%&ENT SHALL BE CONSTRUCTED AS A FIRST S7FP IN ANY LAND -DISTURBING AC77197-Y AND SHALL BE MADE FUNCTIONAL BEFORE UPSL ORE LAND 01S7Z1R9ANCZ_ TARTS PLACE. /0. UNDERGROUND UTIL/7Y LINES SHALL BE INSTALLED IN ACCORDANCE lY177/ THE FOLLOWING STANDARDS IN ADD/TION TO OTHER APPL/CABLE CR/TER/A: A. NO MORE THAN 500 L/NEAR FEET OF TRENCH RAv BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL S/DE OF TRENCHES. C. EFFLUENT FROV DEIYATERING OPERATIONS SHALL B£ F/L TERED OR PASSED THROUGH AN APPROVED SED/&ENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED /N A &ANNER THAT DOES NOT ADVERSEL Y AFFECT FL OWING STREA&S OR OFF -SITE PROPERTY. 0 MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERL Y COMPACTED /N ORDER TO M/N/&/Z£ EROSION AND PROMOTE STAB/L/ZA71 N. E. RESTAB/L/ZAT/ON SHALL BE ACCO&PANTED /N ACCORDANCE IY/TH THESE REGULATIONS. F. APPL/CABLE SAFETY REGULATIONS SHALL BE COMPLIED 411T11 1>. WEI'?E CONSTRUCTION kf_H/CLE ACCESS ROUTES /N7FR5EC17- PA 12-,O PUBLIC ROADS, PROWISIONS SHALL BE &ADE TO MINIM/ZE THE TRANSPORT OF SED/&ENT BY VEHICULAR TRACKING ONTO THE PA WED SURFACE. NHERE 5Z291MENT /S TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED T7/01'F0U0HL Y AT THE END OF EACH DA Y. SED/MENT SHALL BE REMOVED FROM Tt/£ ROADS BY SH0PEZING OR SIYEEPING AND TRANSPORTED TO A SED/MENT CONTROL DISPOSAL AREA. STREET WASHINO SHALL BE ALL OAY£D ONL Y AFTER SEDIMENT IS RE&OWED /N THIS MANNER. 12. ALL 7E&P01?A1'?Y ERO510N AND SED/MENT CONTROL MEASURES SHALL BE RE&OWFD WTHIN JO DA Y5 AFTER FINAL S/TE STAB/L/ZAT/ON OR AFTER 7hF TEMPORARY MEASURES ARE NO L ONGER NEEDED, UNLESS 0)7 RW5Z AUJ7/OR/ZED BY THE L OCAL PROGRAM ADMIN/571'?A7_01? TRAPPED SEDIMENT AND 7NE D/STURBEO SOIL AREAS RESUL 77NG FROM 717E D/SPOS/77ON OF TEMPORARY &EASURES SHALL BE PERtifANENTL Y STAB/LIZED TO PREVENT FUR7HZ_R ERO510N AND SED(&ENTA I70N. /9 ALL 0157URBE0 AREAS NOT PA ti£D OR BU/L T UPON SHALL BE TOP SEEDED, MULCHED AND FERT7L/ZED. PERFORM PERMANENT TOP SO/LINO; SEEDING, LANDSCAPING, FERT/L/ZING, AND WUL CHINO AS SOON AFTER F/N/SH GRADING AS POSSIBLE. SEEDING 5HAZL C01flPL Y N7H THE FOLL OWN67- A. TOPSOIL - 4 /NCH VIN/&UM FOR PERMANENT TURF B. FER77L/ZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANAL Y5/S. IyORK INTO SOIL PR/OR TO SEEDING. O: L/&£ (PERMANENT SEEDING) - AGR/CUL 7URAL L/ME SPREAD A T RA TF- OF 2 TONS/ACRE. WOR/( INTO SOIL PR/OR TO SEEDING. 0 &UL CH - CHOPPED 57RAH1 AT RA /F OF 2 TONE PER ACRE AND TACKED IN PLACE. HIDRO-&UL CH AT RA /E OF 90 BALES PER ACRE. ML :ql TRIAD ENGINEERING, INC. C a t U 3 o U') 0, MO O 0 04 � U 1h O O Llj 0 '- c 0I0 � O u2�► o T= ,a 6 v O U 1n m O+ p W c � or m U U • a z �Q > z 04 OD W O Ln 00 J > > Q M N * % :w<0 - Z � -I F- Z cn �Z,0.4 J00 O5zc}n� F'o02iZ V s, 0 Q O z ,z>I, -VOW 0- c0 zaZ PO C9 to -0 J Q C9 L1JZ� O O ♦�Q��.1c): ♦1,Z' a�`G LL 0 S` c W X °8 w C0 r°TON col o �¢z�_ v Q� = _ = �m� L1J a ~ o_ a� LL► Tn - UDDN PROFESSIONAL SEAL J Q Z 0 Q W W C�d N 0 Q UNjW U)Q W Q 0 W Z Z 0 (n 0 Z 1 3:: Drawing Number: C-3 Job No: 08-03-01 ►IM :, V LO LO O O N N N 0 4 F.1 R M ! Approved by: / 0 LI)L'� � A a 3/ ®3 FREDERICK COUNTY ZONING/SUBDIVISION ADMINISTRATOR Date Note: Site plan is valid until 5 years after approval date. � II 1 I FACILTY ■I ' RED BUD MAGISTERIAL DISTRACT FjjjERICK CIDUNTi, VIRGINIA earcri Identification Number: 54-1-7-1-90n 0 F'�' INDE"X11''. SHIEETS 103 W"T" " 1�= � S HIE ET 11, 0. in COVERSHEET .......................................... ...................................................0 --1 POOLLAYOUT .......d...................................................®.................................C-2 NOTES& DETAILS.........................................®.............................................C-3 THIS PLAN SET COMPLEMENTS: APPROVED MASTER DEVELOPMENT PLAN #01-02 (WINDSTONE) DATED APRIL 10, 2002. APPROVED PLAN #03-02 (WINDSTONE) DATED JUNE 24, 2002. 'For the purpose of plan approval, Dennie D. Dunlap III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from Dejamig D. DunlaR to the certified person named by the contractor prior to the initiation of land —disturbing activity." VICINITY MAP i " = 1000, DEVEL0PE/0WIAER:www.triadeng.com ���p,L"�H OPy � � � 200 Aviation Drive 971 Acorn Drive OA]KCREST PROPERTIES9 .�., � 9.71_ P.O. Box 2397 P.O. Box 1448 2 ®� 5 VALLEY ��EY AVENUE SOT�f T UDENNIE D. DUNIAP ID> Winchester, VA 22604 Harrisonburg, VA 22802 T �T T �T � 1Z �„ �0 3 � No. 035809 Phone: (540) 667-9300 Phone: (540) 434-4135 Sheet Number: �nT dV I C HE S TE R' VI I IA 22601 �'�, Fax: (540) 667-2260 Fax: (540) 434-5841 PROFESSIONAL SEAL C 1 . �®NAL � E—mail: office®triad—�vinc.com E—mail: off Phone. (540) '��� 4-� ®® of 03 0 LO 10 O O N N N E CL LO s Lq 0 0 N N N 2 1 /4- [57MM] RISE APPROXX 6" [152MM] I 3 7/8" [98MM] J SO POST HINGE SO POST 1 3/8" [35MM] X 1 1/2" [38MM] U-CHANNEL RAIL 3/4" [19MM] SO PICKET INDUSTRIAL DRIVE RIVET POST TOP OPTIONS RING OPTIONS 0 z 'n g 0 z 'n 0 z s 0 cr a 'n - 0 0 0 0 0 Cl KOA K COPYRI(*ff U 1998 MASTER-HALCO. INC. ALL RIGHTS RESERVED. MONUMENTAL IRON WORKS SO POST 3/4" [19MM] SO PICKET 1 3/8" [35MM] X 1 1/2- [38MM] U-CHANNEL RAIL INDUSTRIAL DRIVE RIVET 3 13/16" [97MM] 3 1E POST TOP OPTIONS 0 ir o Z � A 3 A FACE TO FACE (N.T.S.) 2 1/2- [63MM] IMPERIAL TOPS r- POST TOP FULCRUM LATCH W/ STRIKE STRAP TRUSS ROD H 2" [51 MM] SO UPRIGHT 6" [152MM] ! NOM 3 15/16" [10OMM] TYP --) ICI I I I L 2" [51 MM] NOM I II I I II I I I I I I NOM HEIGHT (H) 1 L 1 3'-0- [914MM] L_ - J 3'-6' [1067MM] GATE ELEVATION 4'-0" [1219MM] SEE DWG 6-531 OR FOR 1" PICKETS 5'-0' [15244AM] 6'-0" [1829MM] NOTES: 7'-0- [2134MM] 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 8'-0' [2438MM] 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. 3. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH 36" [914MM]. ACTUAL OPEN'G (A) NOM OPENING 4. SELF CLOSING HOWE AVAILABLE FOR 3' & 4' OPENING GATES ONLY. 3'-0 1/8" [918MM] 3'-0- [914MM] 5. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. HARDWARE WILL VARY. 6. GATES MAY HAVE 3 OR 4 RAILS (TO MATCH FENCE). 4'-2 3/16" [1275MM] 4'-0" [1219MM] 7. WITH RING OPTION (2) RAILS ARE REQUIRED AT RING. 5'-4 1/4" [1632MM] 5'-0- [1524MM] IMPERIAL SINGLE SWING GATE DWG: 6-521OR DATE: 03R27-97 REV: B LAYER: 1 W/ ARCHED TOP & 3/4" PICKETS REV DATE: 06-25-01 SCALE: 1/2' V-0" RAIL BRNC 7'-8 3/4" [2356MM] FACE TO FACE POST TAP .. • 3 7/8" [98MM] H 6" [152MM] . .. . . . . . . . . . . . . . . . . . . . .. >) ENDS -- /16" [100MM] I I `- EXTENDED CENTER I I I I F;E51MMI NOM PICKET SUPPORTED I I AT GRADE BY I I I I COPYRK f ©1996 MASTER-HALCO, INC. ALL RIGHTS RESERVED. MONUMENTAL IRON WORKS SEE NOTE #6 1 3 7/8" [98MM] SO POST HINGE SO POST INDUSTRIAL DRIVE RIVET 1 3/8' [35MM] X 1 1/2" f38MM] U-CHANNCL RAIL 3/4' [19MM] SO PICKET POST TOP OPTIONS RING OPTIONS 0 O to _j ~ 159 0 p 'n 0 O a 0 n 0 0 0 0 0 ���� COPYRK>fT ©1998 MASTER-HALCO, INC. ALL RIGHTS RESERVED. MONUMENTAL IRON WORKS 1r,L 4- DIA X 36- DEEP I I I I [102 X914MM] MIN DEPTH CONCRETE FOOTING I I I I IN: 36" LJ I MM: 914 FENCE SECTION ELEVATION I- J WIDTH NOTES: IN: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. MM: 3. FOOTING WIDTH TO BE (4)X POST WIDTH. BY: JRR IMPERIAL FENCE - STYLE B DATE: 05-22-95 NOM 8' SECTION LENGTH REV' B SOLID STEEL 3/4" PICKETS REV DATE: 06-01-98 A FACE TO FACE (NOT TO SCALE) 2 1 /4" [57MM] - -{ 3' [76MM] 2 1 /4" [57MM] FULCRUM LATCH W/ STRIKE STRAP IMPERIAL I TOP DROP BAR 3 15/16" [100MM] TYP POST TOP TRUSS ROD H 2' [51 MM] SO UPRIGHT NOM HEIGHT (H) 3'-0" [914MM] 3'-6" [1067MM] 4'-0" [1219MM] 5'-0" [1524MM] 6'-0" [1829MM] 7'-0" [2134MM] 8'-0" [2438MM] 6-1110S LAYER: 1 SCALE: 1/2' - 1'-0' 6' [152MMI NOM 2" [51MM] NOM NOM HEIGHT (H) 3'-0- [914MM] 3'-6' [1067MM] 4'-0- [1219MM] 5'-0- [1524MM] 6'-0- [1829MM] 7'-0" [2134MM] 8'-0- [2438MM] ACTUAL OPEN'G (A) NOM OPENING 6'-7 5/8' [2023MM] 6'-0' [1829MM] 7'-5' [2261 MM] 7'-0' [2134MM] GATE ELEVATION 8'-2 3/8' [2499MM] 8'-0- [2438MM] SEE DWG 6-5315R FOR 1" PICKETS 9'-9 1/8' [2975MM] 9'-0- [2743MM] 10'-6 1/2' [3213MM] 10'-0- [3048MM] NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 11'-3 7/8" [3451MM] 11'-0" [3353MM] 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. 12'-1 1/4" [3689MM] 12'-0- [3658MM] 3. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH 36" [914MM]. 13'-8" [4166MM] 13'-0' [3962MM] 4. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. HARDWARE WILL VARY. 14'-5 3/8" [4404MM] 14'-0- [4267MM] 5. GATES MAY HAVE 3 OR 4 RAILS (TO MATCH FENCE). 4642MM 15'-2 3/4" ['' 6. RISE AND RADIUS OF ARCH ARE CUSTOM. SPECIFY PER ORDER. ] 15-O[4572MM] 7. WITH RING OPTION (2) RAILS ARE REQUIRED AT RING. 16'-0 1/8" [488OMM] 16'-0' 14877MMI BY: JRR IMPERIAL DOUBLE SWING GATE DATE: 09-02-97 " REV: B W/ ARCHED TOP - & 3/4 PICKETS REV DATE: 06-25-01 DWG: 6-5215R LAYER: 1 SCALE: 3/8' = 1'-0' DMRNATIONAL SOCIETY OF ARBORICULTURE DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT , SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE _ APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. MARK THE NORTH SIDE OF THE TREE DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRAI PROPOSED GRADING i � MIN. 5' '•alrofi %dpWHERE DRIPLINE IS LESS THAN 5' ii iii CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. r l G Jill = I= FLOW III I III I .. INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE HAMPAIGN, IL 61821 217) 355-9411 217 355-9516 FAX IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 MM (1-2 IN.) 400 MM (8FT.) DIAM. PREFERRED BALL WITH SOIL. HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 1 1 1 1 7 1 1 1 '1, 1 1 t 1 ' ' 'I 1_ � ',t 1' 11, , , , , 100 MM (4 IN.) HIGH EARTH SAUCER 50 MM (2 IN.) MULCH. DO NO PLACE t t 1 11','1'1'1 1 �?l BEYOND EDGE OF ROOT BALL. MULCH IN CONTACT WITH TREE TRUNK. '''''''' REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR 1111'1?1,'1 1 1' 1t1 1111t 11111111111 t 1 111 BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF THREE YEARS AFTER , 1 1 1 PLANTING. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. NOTE: FOR DIMENSIONS OF OR TAMPOEDTSOIL.L ON UNEXCAVATED PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS.„ BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. � c 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL G FLOW L ��JIJII � EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC �111 �II''..m ,�uw SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME STAKE DROP INLET AME 3' MIN, AANf GATHER EXCESS AT CORNERS ter• ��-.--�.� i� PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION II 1' MIN, IIIII DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. -4000 PSI CONCRETE @28 DAYS -MAX. SLUMP OF 5" -4-6% A.E. -BROOM FINISH W/W.W.F. /5.0' 1.0490 ' , ..,� CO +`-• 6" VDOT #21-B AGGREGATE SUBGRADE COMPACTED COMPACTED TO 95% OF TO 95% OF STANDARD STANDARD PROCTOR PROCTOR DENSITY DENSITY rsvv� CONCRETE SIDEWALK DETAIL N.T.S. 'WOS/ON CO/VT/'�OL /l/OTES. 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE IyIIH THE APPROPR/ATE ERGS/ON ANO SED/iIfENT CONTROL D/RECTOR 48 HOURS PR/OR TO BEGINNING IyORK. 2. ALL ERGS/ON CON711FOZ DEl%CES AS SHOMV OR AS REOU/RED ARE TO BE CONSTRUCTED TO STANDARDS AND SPEC/F/CA TONS OF BIRO/N/A ERO510N AND SED/&ENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE /N PLACE PR/OR TO ALL CON517?610770N. 9 ERGS/ON AND SE07&ENT CONTROL MEASURES SHALL BE MAINTAINED CON71N000SZ Y, REL OCA TED MVZ-N AND AS NECESSARY AND SHALL BE CHECKED AFTER Ekf_RY RAINFALL. SEEDED A19,CAS SHALL BE CHECKED REGULARL Y AND SHALL BE DY,�4 TERED, FER77Z1ZED, RESEEDED AND MUL CHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 4 ALL D/S7URBE0 AREAS NOT PA l�£D OR BU/L 7-UPON ARE TO BE fERPZ1ZED, SEEDED, AND MUL CHED BY 7HE CONTRACTOR /N ACCORDANCE W171 THE BIRO/N/A ERDS/ON AND SED/MENT CONTROL REGULATIONS. (LATEST EDITION) 5. ALL DRAIN INLETS SHALL BE PROTECTED FROM S/L TA IION INEFFEC77kf- 1019017-CI70N DZ_WCES SHALL BE /MMEO/ATEL Y REPLACED AND THE INLET CLEANED. FLUSH/NG /S NOT AN ACCEPTABLE &ETh'OD OF CLEAN/NG. 6. GRADE AREAS A0'.1ACEN7_ TO 9U1L0/N6 TO AC1-11Z_kF DRAINAGE AWA Y FROM THE 5 RUC77/RE AND TO PRL` SENT POND/NC /N 5WALES. 7. PERMANENT OR TEMPORARY S01Z 57AB/L/ZA770N SHALL BE APPLIED TO DENUDED AREAS W7H/N 5f-W_N DA YS AF7ER FINAL GRADE /S REACHED ON ANY POR77ON OF THE S//7 7FMPOPARY SOIL STABILIZATION SHALL BE APPLdEO WTHIN SEIiEN DA )15 TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT YWZZ REMAIN DOR&ANT ('UNDISTURBED,) FOR L ONGER THAN 90 DAYS. PERMANENT STAB/L/ZA 77ON SHALL BE APPL/EO TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 8. DURING CONSTRUCTON OF 711E PROJECT, 50/L STOCKPILES SHALL BE STAB/L/ZED OR PROTECTED WI-H SED/MENT 7RAPP/NG MEASURES. 9. MEASURES IN7E/VDED TO TRAP SED/MENT SHALL BE CONSTRUCTED AS A FIRST 570 IN ANY LAND-0757UR9ING AC77WTY AND SHALL BE MADE 1--UNC77ONAL BEFORE UPSL ORE LAND 0/51Z1R9ANC6_ TAKES 10ZACE. 10. UNDERGROUND UT/L/7Y LINES SHALL BE INSTALLED /N ACCORDANCE 9//TH THE FOLL 0911NG STANDARDS IN ADD/T/ON TO OTHER APPL/CABLE CR/TER/A. A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE T/ME. B. EXCAt1ATEO MATERIAL SHALL BE PLACED ON THE UPHILL 5/0E OF TRENCHES. C. EFFL UENT FROM OEWATER/NG OPERATIONS SHALL BE F/L TERED OR PASSED THROUGH AN APPROliEO SED/MENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED /N A MANNER 1 AT DOES NOT A0VL`RSEL Y AFFECT FL OWING STREAMS OR OFF -SITE PROP,,-1'?7Y. 0. MATERIAL USED FOR BACK FILLING TRENCHES 511All BE PROPERL Y COMPACTED IN ORDER TO M/N/&IZE EROSION AND PROMOTE STAB/LIZAT/ON E. RESTABILIZAT/ON SHALL BE ACCOMPANIED IN ACCORDANCE lY/TH THESE REGULATIONS. F. APPL/CABLE SAFETY REGULATIONS 5HAll BE COMPL/ED W171-1 11. l4?/ERE CONSTRUCTION kEH/CLE ACCESS ROUTES /N7FRSECT P4 kf29 PUBLIC ROADS, PRL'7W51ON5 SHALL BE MADE TO M/N/M/ZE THE TRANSPORT OF SEO/MENT BY G£HICULAR TRACK/NG ONTO THE PAI lkED SURFACE. ANCRE SED/MENT /S TRANSPORTED ONTO A PURL/0 ROAD SURFACE, THE ROAD SHALL BE CLEANED 77-101'FOUGHL Y AT THE ENO OF EACH DAY. SED/MENT SHALL BE RE&0Pf29 FROM 171E ROADS BY SHOkfZINC OR 59F-EP/NG AND TRANSPORTED TO A SED/MENT CONTROL DISPOSAL AREA. STREET WASH/NO SHALL BE ALLOIIF,0 ONL Y AFTER SED/&ENT 15 RE&OI/ED IN THIS MANNER. 12. ALL TEMPORARY ERGS/ON AND SED/MENT CONTROL MEASURES SHALL BE REMOliEO W77-I/N JO DAYS AFTER f1N4Z SITE STAB/LIZA PON OR AFTER )HE TEMPORARY MEASURES ARE NO L ONGER NEEDED, UNLESS 07HERMSE AUTHORIZED BY THE L OCAL PROGRAM ADM/N/STRA TOR. TRAPPED SEO/MENT ANO THE 0157URBE0 501L AREAS RESUL 77NO FROM 7NE O/SPO51 PON OF TEMPORARY MEASURES 511All BE PER&ANEN7Z Y STAB/L/ZED TO PREIiENT FURTHER ERGS/ON AND SED/MENTA 770N. /9 ALL D/57Z11'?9E0 AREAS NOT PA kF0 OR BUIZ T UPON SHALL BE TOP SEEDED, MULCHED ANO FER77L1ZE0. PERFORM PERMANENT TOP SO/LING, SEED/NG, LANDSCAPING, FERT/L/Z/NG, AND MUL CHINO AS SOON AFTER FINISH GRADING AS POSSIBLE. SEED/NG SHALL COMPL Y W71-1 THE FOLL OWNG. A. TOPSOIL - 4 INCH M/N/MUM FOR PERMANENT 7ZIRF B. 1ER77L/ZER - 450 POUNDS PER ACRES OF 10-20-10 FER77L/ZE OR I_0U/!/ALENT POUNDAGE OF DIFFERENT ANAL 1'S/S. lYORI( INTO SO/L PR101? TO SEEDING. C: L/ME (PERMANENT SEEDING,) - A67RICUZ 7ZIRAL L1&E SPREAD A T RA 7Z OF 2 TONS/ACRE. K�OR1( INTO SOIL PR/OR TO SEED/NG. MUL CH - CHOPPED 57RAGY AT RATE OF 2 TONE PER ACRE AND TACKED IN PLACE. WORD-MUL CH A T RA 7E OF 90 BALES PER ACRE. ML :11 TRIAD ENGINEERING, INC. rc to Mo 1 O 04 O c O 1 00 LLJ 1-- O z N U O u) Q 0 41 o 0 U .0 7) (% m M rn p0 Laio L O 0 Q1 U • a z C� �Q fit > Z L p In 00 1 J CL' J > Q 04 M N d . LIJ Zr� J H Z LiJ U >J}aCni 00 >Qg E?'n•` 0�cq,Z O Q°O� � Z - ,Zj ` U � I- w c �UaJ r0 O z ? •\J Um 0U) Ta ryi6O0Z zp c0IL coD W per, (n I o 0 as w o vS LU « z of J Q'n Of CO LU J a ~ 07 � w 2 Cz 0yTH of UDENNIE D. DUNLAP H1> No. 035809 1z 1 SIGNAL E PROFESSIONAL SEAL J Q Z 0 Q I.d... - V c� a j W W (AllLj Q W Q � W 0 Z Z 0 (All 0 Z Drawing Number: C-3 Job No: 08-03-01 1� 0 0 N N N