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044-96 Hilltop House Nursing Home - Addition - Stonewall - Backfile (2)
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O O Z U E- U z o LLJ 0 J O z O M � O w U <w Z d U F w N z rX-� w R < iEay w a im (n Z < X a 1 E LLJ �o L,aa w Z 0 z 0 0 0 Z W N Z a Q U Z D U w a w z Z a�9 2� U 0 Z J cn Q J a 0- W .J F U w - R FO a- N O 1n O r- O O) O M N n n� M r7 P-i M M M Z z w M U 7_ 2 a w rn I V J F- 0 z Q 2 O W Q, I Q z W w Y V > W N U = J O — 0 W o .-J acc Li.l LaJ 3 L.- m 00 (f) U O w U O w d IL O O 0) o cD f-, a0 � N to M N N N U 0 0 c0 cp 00 It It 0 m> 0 o V) 0 � o V) S s a N U N x O .0 o LL Q a r, 'TH OF f -n PAIWIM No. 18260 SjONAL %tfh�) SURVEY: C.I.: RITCHIE 1' SURVEYS DRAWN: JOB NO.: TGP 9606016 SCALE: DATE: 1"=40.0' 09-24-96 SHEET: 1 /2 .)-H- � ((-) STORM SEWER PROFILE SCALES: �H) 1" =50.0' V) 1" = 5. 0' A B C D 685 O n O O O o 685 00 00 00 cD cD cD 680 o PROP. GRADE o 0 680 EX. GRADE 675 .�. y ice,<`'. r l,'A .:LS T}.�•'`� N f.' w �. _ ---- 675 'y". •' .�,.4. ..k is L145.53'-1i5"0 RCP 102.00'-15"0 RCP 670 56.00' ® 0.5% 15"0 RCP , ® 0.5% 670 ® 1.0% 665 z I 665 0 660 N � n (0 660 - N r` N r rr? t` w 5 II OK ED 0- iD O 10 W0 O n J zz �`) II J Zz � u J z O 0 6 to `n r3 O m q rr) O M � m O V OPLO II Ik'Ln iO toi8iOto n n i ) ©r, -r pI"f- rg- C)�O- O r a- (1 a. a. .-- a (D a. a. ~ CL(D 11 a. QO Q 00_00 Q 0a00 Q 0O_0 F-woZ I- �0�0 I- X0�� I- �O� In �_ cn a-�- d n- v) a- �- a a- u) a-�- a- 10+00 11 +00 12+00 13+00 CONSTRUCTION NOTES: EROSION AND ,SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALI, BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE SMITH PROPERTY BOUNDARIES. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED AND MULCHED AS NECESSARY. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL REMAIN IN PLACE DURING THE CONSTRUCTION PROCESS TO SERVE AS A CONSTRUCTION ENTRANCE FOR THIS PROJECT. EXCAVATION AND GRADING: 1. ALL EXISTING BUILDING MATERIALS, PAVEMENT, AND OTHER DEMOLISHED MATERIALS SHALL BE EXCAVATED TO THEIR FULL DEPTH AND PROPERLY DISPOSED OF OFF -SITE. 2. ALL BORROW FILL MATERIAL, IF NEEDED, SHALL BE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 81' OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE. OWNER. 4. ALL PLANTER AND LAWN AREAS SHALL BE BACKFILLED WITH TOPSOIL FOR ITS FULL DEPTH. ALL AREAS SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER. UTILITIES: I. ALL WATER, SANITARY SEWER, AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE. FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.) 2. A MINIMUM CLEARANCE OF 181" SHALL BE MAINTAINED BETWEEN THE WATER AND SEWER MAINS AT ALL CROSSINGS. 3. ALL PIPING SHALL BE AS DESIGNATED ON THE PLANS. 4. ALL PROPOSED STRUCTURES SHALL MEET VDOT SPECIFICATIONS. CAST -IN -PLACE FLOW LINES (IS-1 Typ.) SHALL BE INSTALLED IN ALL STRUCTURES TO FACILITATE FLOW THROUGH THE SYSTEM. HDCP SYMBOL( SOLID BLUE BA HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN CURBING WHITE) w a. L ,KGROUND SOLID BLUE BAC 8' + (GROUND N OTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. + 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. PAVEMENT DETAIL N.T.S. 2" V.D.O.T. SM-2A BITUMINOUS CONCRETE SURFACE COURSE 6" 21- A STONE BASE COURSE COMPACTED SUBGRADE PAVING AND CONCRETE: 1. PAVEMENT SECTION: ALL PATCHING AND PROPOSED PAVED AREAS SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 6" VA. ,i21-A STONE, FINISHED AND COMPACTED AND A SURFACE COURSE OF 2" S-5 BITUMINOUS CONCRETE (OR MATCH EXISTING PAVEMENT SECTION -WHICHEVER IS GREATER), FINISHED AND COMPACTED. TIE-IN JOINTS TO THE EXISTING PAVEMENT SHALL BE SAW CUT TO ENSURE PROPER CONNECTION. 2. WHERE INDICATED, THE EXISTING ASPHALT PARKING LOT SHALL RECEIVE A 1" BITUMINOUS CONCRETE OVERLAY OF VDOT SM-2A SURFACE COURSE, FINISHED AND COMPACTED. 3. ALL CONCRETE FOR THIS PROJECT SHALL BE CLASS A CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. 4. THE CONCRETE. CURB AND GUTTER SHALL BE A VDOT STANDARD CG-6. 5. ALL CONCRETE WALKS SHALL BE 4" IN DEPTH AND SHALL BE REINFORCED AS INDICATED ON THE PLANS. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHALL. LANDSCAPE NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA RP ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF' ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURE CONFLICTS WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENT'S FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. IF APPLICABLE, GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. LOCATE TREES A MINIMUM OF 3' FROM ALL BUILDING LINES, CURBS, WALLS, ETC. 9. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 42" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 21'x2""x42". 10.USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 11.REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 12.PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE COUNTY OF FREDERICK, VIRGINIA. 13.PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 14.PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. TYPICAL SECTION HANDICAP SIGN DETAIL N.T.S. 5 3 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESENVED PARKING VAN ACCESSIBLE DUMPSTER PAD ENCLOSURE FENCE DETAIL N.T.S. UNDISTURBED SCALLOP TOP ^� FENCE, AS SH ( 2x6 TOP RAIL 1"x6" FACE BC TOE NAIL EA. W/ 2-8d (EA. 2x6 TOP RAIL 8'-4x4 POST 1 2x6 BOTTOM. F ATTACH RAILS W/3-10d(EA. F 12" DIA. POST FILL W/CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING & PARKING AREA. OUTFALL DITCH DETAIL N.T.S. c F-- U W 3 O of CL 1� V) J Q Ez O W W O W W Z J n= U W c W Ull� O Y CL U N 5 n- o w m J 3 W � Y _ .-. ZO U o0 V) W o W w d p� NO cD c0 N Ln W (n N I I N N `1 c0 cD U cD 0 0 c0 -0 C '0, 00 a L It It m i �RLr) N 0 C V) 0 � 0 (n 4] L S CL .. 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I.: RITCHIE SURVEYS DRAWN: JOB NO.: TGP 9606016 SCALE: DATE: 1"=40.0' 09-24-96 SHEET: 1/2 m STORM SEWER PROFILE SCALES: (H) 1" =50.0' V 1" = 5.0' A B C D 685 I MO 685 a0 00 00 (D (D to tl 680 II o PROP. GRADE II o Q 680 EX. GRADE ;:T;�+::*: L102.00*-15"0 1 45.53'-15"0 RCP RCP 670 56.00' ® 0.5% 15"0 RCP ® 0.5�9 670 _ O 1.0% 665 Z O j 665 660 w u� 660 N n to r3 Z w 5 II II - io 0 ? ZD 0 ? io 0 0sw Wc� u J > > Z Z n 1-1O96 r- �{ II J > > Z Z n no s s M u -1 j Z M�a + (� II + 0�0 in in 00iri in I c6 in O 0C3 t` .- ,- N fl I. r pr a 0 a. II cL a CL O a. a. a. 11 a. Q0 d 0a_00 Q;0CL00 a Oa.O 0 Q_ _ (L F- a. a v). a_ F- d a. v) a_F- a 10+00 11 +00 12+00 13+00 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL. MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE SMITH PROPERTY BOUNDARIES. +. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND 14AINTEMANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE .SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE. TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED AND MULCHED AS NECESSARY. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL REMAIN IN PLACE DURING THE CONSTRUCTION PROCESS TO SERVE AS A CONSTRUCTION ENTRANCE FOR THIS PROJECT. EXCAVATION AND GRADING: 1. ALL EXISTING BUILDING MATERIALS, PAVEMENT, AND OTHER DEMOLISHED MATERIALS SHALL BE EXCAVATED TO THEIR FULL DEPTH AND PROPERLY DISPOSED OF OFF -SITE. 2. ALL BORROW FILL MATERIAL, IF NEEDED, SHALL BE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED GF.O-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL. BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL. ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 4. ALL PLANTER AND LAWN AREAS SHALL BE BACKFILLED WITH TOPSOIL FOR ITS FULL DEPTH. ALL AREAS SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER. UTILITIES: 1. ALL WATER, SANITARY SEWER, AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE. STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION ACTI'HORITY (F.C.S.A.) 2. A MINIMUM CLEARANCE OF 18" SHALL BE MAINTAINED BETWEEN THE WATER AND SEWER MAINS AT ALL CROSSINGS. 3. ALL PIPING SHALL BE AS DESIGNATED ON THE PLANS. 4. ALL PROPOSED STRUCTURES SHALL MEET VDOT SPECIFICATIONS. CAST -IN -PLACE FLOW LINES (IS -I Typ.) SHALL BE INSTALLED IN ALL STRUCTURES TO FACILITATE FLOW THROUGH THE SYSTEM. HDCP SYMBOL SOLID BLUE BA HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN CURBING w a rKGROUND - \ SOLID BLUE BACI t NOTES: ;GROUND 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. PAVEI[LNT DETAIL N.T.S. 2' V.D.O.T. SM-2A BITUMINOUS CONCRETE SURFACE COURSE 6" 21- A STONE BASE COURSE COMPACTED SUBGRADE PAVING AND CONCRETE: 1. PAVEMENT SECTION: ALL PATCHING AND PROPOSED PAVED AREAS SHALL RECEIVE A MINIMUM PAVEMENT ;SECTION OF 6" VA. 121-A STONE, FINISHED AND C014PACTED AND A SURFACE COURSE (OF 2" S-5 BITUMINOUS CONCRETE (OR MATCH EXISTING PAVEMENT SECTION -WHICHEVER 'IS GREATER), FINISHED AND COMPACTED. TIE-IN JOINTS TO THE EXISTING PAVEMENT SHALL BE SAW CUT TO ENSURE PROPER CONNECTION. 1. [WHERE INDICATED, 'THE: EXISTING ASPHALT PARKING LOT SHALL RECEIVE A I" BITUMINOUS CONCRETE OVERLAY OF VDOT SM-2A SURFACE COURSE, FINISHED AND (COMPACTED. 3. ALL CONCRETE FOR THIS PROJECT SHALL BE CLASS A CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. 4. THE CONCRETE. CURB AND GLITTER SHALL BE A VDOT STANDARD CC-6. 5. ALL CONCRETE WALKS SHALL BE 4" IN DEPTH AND SHALL BE REINFORCED AS TMDICATED ON THE PLANS. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHALL. LANDSCAPE NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK., VIRGINIA RP ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURE CONFLICTS WITH THE. LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE: OMITTED FROM T1IE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE [PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL [RESULT IN REJECTION OF THAT PLANT. 7. IF APPLICABLE, GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR [FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS HOT TO IMPEDE SURFACE DRAINAGE. S. EOCATE TREES A MINIMUM OF 3' FROM ALL BUILDING LINES, CURBS, WALLS, ETC. 9. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE L)OUBLE-GUYED WITH 42" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND, SECURE TREE TO STAKES WITH 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x420. 10.USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 11.IREMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 12.PLANT SUBSTITUTIONS ARE. PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE COUNTY OF FREDERICK, VIRGINIA. 13.IPREPARE THE SOIL IN ALI, BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. RFJIOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY IPRIOR TO INSTALLATION. 14.IPLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR [FROM TIME OF INSTALLATION. TYPICAL SECTION HANDICAP SIGN DETAIL DUIG"STER PAD ENCLOSURE FENCE DETAIL N. T. S, N. T. S. 5 3 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESET VED PARKING VAN ACCESSIBLE SCALLOP TOP OF FENCE, AS SHOWN. 2x6 TOP RAIL 1"x6" FACE BOARD,' TOE NAIL EA. 1'x6" W/ 2-8d (EA. RAIL) 2x6 TOP RAIL 8'-4x4 POST O 8' CC 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) 1� �1 12" DIA. POST HOLE, -- -- FILL W/CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING & PARKING AREA. OUTFALL DITCH DETAIL N. T. S. TOPSOIL & SEED 2' 2' 2-- �1 it 12" Min. � !" 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PAINTER a 18260 G ssIONAL SURVEY: C.I.: RITCHIE 1' SURVEYS DRAWN: JOB NO.: TGP 9606016 SCALE: DATE: 1 "=40.0' 09-24-96 SHEET: 1 /2 STORM SEWER PROFILE SCALES: (H) 1" =50.0' V 1" = 5. 0' A B C D 685 i ' 0 685 C) 0 o6 06 680 it 0 PROP. GRADE II 0 II 0 680 i EX. GRADE 675 - +-- �. - - 675 •< [ ..,,: '..` :.: � ..!'�: .•;:moo. .: :: �,. 145.53'-1'5"0 RCP 102.00'-15"0 RCP 670 56.00'• ® 0.5% 15"0 RCP ® 0.57. 670 ® 1.0% 665 z 665 O 660 U � i ( 660 V N _ _,_ __ N•, R _ ' z cep II II Ld III III iD O Z �p O ? %D O 10 Lr)0 II J u n J O W Cj i\ ZZ �,_j fn .. M06� ZZ m p`)P 0 z - -- -�. 1�0I II I� � Pr t I' N QOL E��+ O a: co a. a_ � CL cD a. a. r- I1 cD a. Q O j O a. 0 0 Q 0 0_ 0 0 ¢ O a. 0 ~ a-�ELI d�aa CL�d V)Q_Z w V)) 10+00 11 +00 12+00 13+00 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE SMITH PROPERTY BOUNDARIES. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL. BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED AND MULCHED AS NECESSARY. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT ALL TIMES. THE EXISTING PAVEMENT SHALL REMAIN IN PLACE DURING THE CONSTRUCTION PROCESS TO SERVE AS A CONSTRUCTION ENTRANCE FOR THIS PROJECT. EXCAVATION AND GRADING: 1. ALL EXISTING BUILDING MATERIALS, PAVEMENT, AND OTHER DEMOLISHED MATERIALS SHALL BE EXCAVATED TO THEIR FULL DEPTH AND PROPERLY DISPOSED OF OFF -SITE. 2. ALL BORROW FILL MATERIAL, IF NEEDED, SHALL BE OBTAINED BY THE CONTRACTOR AND BE APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL, BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE, GEO-TECHNICAL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 4. ALL PLANTER AND LAWN AREAS SHALL BE BACKFILLED WITH TOPSOIL FOR ITS FULL DEPTH. ALL AREAS SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATION COVER. UTILITIES: 1. ALL WATER, SANITARY SEWER, AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.) 2. A MINIMUM CLEARANCE OF 18" SHALL BE MAINTAINED BETWEEN THE WATER AND SEWER MAINS AT ALL CROSSINGS. 3. ALL PIPING SHALL BE AS DESIGNATED ON THE PLANS. 4. ALL PROPOSED STRUCTURES SHALL MEET VDOT SPECIFICATIONS. CAST -IN -PLACE FLOW LINES (IS-1 Typ.) SHALL BE INSTALLED IN ALL STRUCTURES TO FACILITATE FLOW THROUGH THE SYSTEM. HDCP SYMBOL( SOLID BLUE BA HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN CURBING WHITE) w d V) .KGROUND SOLID BLUE BAC 8' s <GROUND NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. PAVEMENT DETAIL N.T.S. 2" V.D.O.T. SM-2A BITUMINOUS CONCRETE SURFACE COURSE 6" 21- A STONE BASE COURSE COMPACTED SUBGRADE PAVING AND CONCRETE: 1. PAVEMENT SECTION: ALL PATCHING AND PROPOSED PAVED AREAS SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 6" VA. 121-A STONE, FINISHED AND COMPACTED AND A SURFACE COURSE OF 2" S-5 BITUMINOUS CONCRETE (OR MATCH EXISTING PAVEMENT SECTION -WHICHEVER IS GREATER), FINISHED AND COMPACTED. TIE-IN JOINTS TO THE EXISTING PAVEMENT SHALL BE SAW CUT TO ENSURE PROPER CONNECTION. 2. WHERE INDICATED, THE EXISTING ASPHALT PARKING LOT SHALL RECEIVE A 1" BITUMINOUS CONCRETE OVERLAY OF VDOT SM-2A SURFACE COURSE, FINISHED AND COMPACTED. 3. ALL CONCRETE FOR THIS PROJECT SHALL BE CLASS A CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. 4. THE CONCRETE CURB AND GUTTER SHALL BE A VDOT STANDARD CG-6. 5. ALL CONCRETE WALKS SHALL BE 4" IN DEPTH AND SHALL BE REINFORCED AS INDICATED ON THE PLANS. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHALL. LANDSCAPE NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA RP ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURE CONFLICTS WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME. OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. IF APPLICABLE, GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. LOCATE TREES A MINIMUM OF 3' FROM ALL BUILDING LINES, CURBS, WALLS, ETC. 9. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 42" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x42". 10.USF. SHREDDED HARDWOOD BARK MULCH IN ALI, PLANTING BEDS. 11.REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 12.PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE COUNTY OF FREDERICK, VIRGINIA. 13.PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 14.PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. TYPICAL SECTION HANDICAP SIGN DETAIL N.T.S. 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESEkVED PARKING (AVAN CCESSIBLE) M DUMPSTER PAD ENCLOSURE FENCE DETAIL N.T.S. SCALLOP TOP OF FENCE, AS SHOWN. 2x6 TOP RAIL 1 "x6" FACE BOARD, TOE NAIL EA. 1"x6" W/ 2-8d (EA. RAIL) 2x6 TOP RAIL 8'-4x4 POST O 8' CC 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE N0. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING & PARKING AREA. TOPSOIL & St-r" UNDISTURBED OUTFALL DITCH DETAIL N.T.S. r+ 9" 5'=9" Q 4 O z J_ Q O W V) �0 W W Z c J W O 0 V rr Wa-5 0 Y U V Q � a. o w m =) 3 W ov Y 2 r- ZO U GO e- U) W o W w +� LO r- 0 0 UD c0 04 V) N I I N N _y co c0 0 o c0 (0 0 U C 0 '- 00 0 '� It to m > "" -✓ y N 7 +' _ 0 (A 0 (A W r- a .. N O N X C ,C 6 a 3 F- L- 04 x ofAN min I U 11m0 P�I� 1 [J\ 9 No. 18260 ss'j ONAL SURVEY: C.I.: RITCHIE 1' SURVEYS DRAWN TGP JOB NO.: 9606016 SCALE: DATE. AS NOTED 09-24- SHEET: 2 /2 DEC 1996 i� _ RECEIVED_