HomeMy WebLinkAboutSDP200400094 Plan - Approved 1993-04-15m
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RONS PERAM NEN T. SEEDIN 7CA ON..
�L�,, X.D. TEMPORARY SEEDING & FERTILIZER SPECIFICA G, & FERTILIZING SPE, CIF 77 S
GENERAL CONSTRUCTION N07ES
-C
�PRODUC7S
I. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC SEEDING SHALL BE DONE IN ONFORMANCE WITH. SECTIONS 604 -03 -'THROUGH
-OFW4Y INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR 604.06, OF V90TSPECIFICATIONS. w I Col
RIGHT
SAID CONSTRUCTION SHALL BE OB.TAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (HEREAFTER ABBREVIATED VD.O.T) THE AREA To BE: SEEDED SHALL FIRST BE FERTILIZED WITH. COMMERCIAL 10-10-10
EXIS77NG CUL VERT TOPSOIL
FER TIL IZER A T THE RATE OF JO POUNDS PER 1000 SQUARE FEET. AND TREA TED
A- 1.
KR� ist
'(6)? W
WITH AGRICULTURAL LIME A T THE,RA TE N_ ILL -USE:'fl LANDSCAPE WORK. IF
CUL VE8 T STORM. SEWER PIPE 2. ALL PA VING AND DRAINAGE RELA TED MA TERIALS AND, CONSTRUCTION METHODS OF, 100: POUNDS PER 1000 SQUARE FEET TOPSOIL
s BEE BE STOCKPILED FOR RE
INSUFF1
A E TO A MINIMUM' DEPTH QUANTITY OF STOCKPILED �TOPSOIL is
-V THESE SHALL BE UNIFORML Y WORKED IN TO THE SURF C
SHALL CONFORM TO CURREN T SPECIFICA TIONS AND STANDARDS OF D. 0. T CIEN T, PRO VIDE ADDITIONAL.. TOPSOIL�
UNLESS OTHERWISE NOTED.
OF ONE INCH. AS REQUIRED TO:. -COMPLETE - LANDSCAPE WORK.
B R E Z N S.
DROP_ INLET. &'STRUCTURE NO.
Z�
-F
'TW PROVIDE NEW TOPSOIL THAT Is ERTILE. FRIABLE,. N(A TURA MI. SURFACE SOIL,
CURB J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE SEEDING SHALL BE DONE:ONLY BE EEN THE DATES OF FEBRUARY 15 TO A PRIL
L L OA
S, AND 0 T14ER L I T TER,, A r c h i f e c,
AY E 0 THER W1 "PEA SONA BL Y FREE OF SUBSOIL, CLAYLUMPS, �BRUS,-H,,'WEED
WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO 15, OR BETWEEN. SEPTEMBER 15 AND NO VEMBER 15, EXCEPT As M B SE
CURB '& GUTTER ANY CLEARING, GRADING OR OTHER, CONSTRUCTION. DIREC TEO 8 Y THE ENGINEER., AND FREE OF ROOTS, STUMPS, STONES LARGER. THAN
112 INCH IN ANY DIMENS
ION,
-HARMFUL TO PLANT GROWTH,
AND 0 7HER EXTTANEOUS�.OR TOXIC MA TIER
OR Y CURB & GU TIER BE RA A
4. 00 ELI [L GES A,
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SURFA SHA
-SHALL BE� SOWN AT THE RATE OF FOUR :OBTAIN TOPSOIL FROM.LOCAL SOURCES
MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2: 1, WHERE REASONABLY OBTAINABLE AFTER PRELIMINARY RAKING, THE SEED
PROPOSED PA VEMEN T OR FROM AREAS HAVING, S/M1LAR:SO/L
ALE
LESSER SLOPES OF 4-1 OR BETTER ARE TO BE ACHIEVED. POUNDS PER 1000 SQUARE FEET_ AS FOLLOWS
CHARACTERISTICS TO THA T.. FOUND A T PROJEC T S1 TE. : OB TAIN rOPS014. ONL Y FROM
207. PERENNIAL RYE E - TOPSOIL: OCCURS IN DEPTH NO T LESS
NATURALLY, WELL DRAINED SITES WHE, A,
VED DITCH
HA VE A 2 -INCH LOCAL DEPRESSION. 'THAN 4 INCHES. DO NO T OB TAIN. FROM BOGS OR RSHES..
5. ALL DRAINAGE INLETS SHALL 357. KENTUCKY J1. FESCUE,
MA,
�COMM NO.
J07. CREEPING RED FESCUE
-RAP OR STABILIZA TION MAT LINED DITCH MAY BE REQUIRED WHEN IN 157. RED TOP
DEP TH OF PA VED DI TCH 6. PA VED RIP
-MS
THE:OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS (ALL PERCENTAGES ARE BY WEI GH I) SOIL AMENOME
DATE NOV 30,
JUTE MESH OR SODDED DI TCH ABILIZE A DRAINAGE CHANNEL.
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO ST
T -OF
-RAKED IN' ORDER. TO CO VER SEED NO' DEEPER LIME NA TURAL OOL OA41 TIC LIMESTONE CON TAINING NO T LESS' HAN 85 PER CEN T
SURFACE SHLL,-THEN BE LIGH7"4Y
7 ALL TRAFFIC CONTROL SIGNS
'OR THAN 1 AND THEN SPRINKLE THE SEEDED SURFACE SHALL BE -A.T R MA GNESIUM R_ GAL�AHAN_
SHALL CONFORM WITH.THE VIRGINIA MANUAL F. .14 W7 TH 'WA TER. TOTAL CARBON ES WITH, A MINIMUM OF 30 PE -CENT
CARBONA TES, DRAWNBY
DEPTH OF JUTE MESH DI TCH
UNIFORM TRAFFIC CON EL2_L_DEVf.CES LATEST EDITION. COVERED WITH STRAW:OR HAY TO PREVENT EROSION AND PROTECT SEEDING. THE� -GROUND SO THAT NOT LESS THAN 9 0 PER CEN T PA SSES A '10 - MESH SIE VE A ND NOT
EN TIRE SEDED BE ROLLED Wl TH A CORRUGA TED ROLLER AFTER ',LESS THAN.50 PERCENT PASsts A' -MESH` SIEVE. APPLY, AT, 4jOOO LBS. .ACRE.
SURFA CE SHALL
1.00 PER
EARTH DITCH 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE SEEDING AND BEFORE COVERING WITH S IRA W CON TRA C TOR SHALL PROTECT SEEDED
PIPE - CLASS 1/1,
-SEEDING"
SURFA CES UN TIL A GOOD STAND OF GRASS IS OBTAINED. 7HE `HYDRO 'ALUMINUM SULFATE
COMMERCIAL GRADE
METHOD OF SEED APPLICATION MAY BE USED, PRO VIDED THE SEED RA TE PER SQUARE
�DRIVEWAY, CULVERT AND'SIZE 'PEA F '..601 THIMBLE'.",
9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
F-00 T, IS. THE SAME AS HEREINBEFORE SPECIFIED, THE MULCH SHALL BE SUCH AS.70, SO COMPLETELY D SHOALS BLVD'
T HUMUS FINELY DIVIDED PEA I, ECOMPOSED AND REE OF
WCAL IDENTITY IS LOST. PROVIDE IN GRANUL R
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1,926). PROVIDE:PROPER SEEDPROTECTION AN. PREVENT EROSION. IF OPINION OF I G
IN THE FIBERS THAT I IS BIOL _? .11
BENCH MARK ..A FORM_ FREE.
THE INSPEC TOR OR ENGINEER, THE MULCH RARE. USED (ASEVIDENCED B? Y SL OPES OF HARD. LUMPS AND WITH PH RANGE SUITABLE FOR IN TENDED USE,
10. PROPOSED ELEVATIONS FOR CURB &:GUTTER AND DROP INLETS ADJACENT TO EXISTING _T �SUITE 210_
AF ER SPRAYING) IS NOT SUFFICIENT, THE CON77?ACTOR SHALL BE REQUIRE TO
PA VEMEN T S TR U C TURES - TO REMA IN A RE A PPR OXIMA TE ONL Y CON IRA C TOR SHA L L -,T
BONEMEAL COMMERCIAL, RA W, FINEL Y GROUND; 4 PERCENT NITPOGEN AND 20 PERCENT
CLEARING. LIMITS- INCREASE HE AMOUNT OF MULCH IN MIX NO EX IRA WIL L BE ALLOWED FOR ANY
-y-y-y -y
r -y-y ADUST TO FIT IN FIELD, TO ENSURE PROPER DRAINAGE, TEO� INCREASE. THE ABOVE SCHEDULE REFERS ONLY TO TEMPORARY SEEDING
REQUES. PHOSPHORIC A CID.
TO MEET THE REQUIREMENTS OF EROSION CONTROL NARRA.TIVE. PERMANENT SEEDING ERORT NEWS
11. CONTRACTOR SHALL VERIFY. LOCATION. AND ELEVA TI.ON OF ALL UNDERGROUND U TILI TIES SPECIFICA. TONS. FOR ALL LAWN AREAS AND PLAYFIELDS ARE IN 774E PROJECT SPEC- SUPERPHOSPHATE.::SOLUABLE MIXTURE OF TREA TED A4A TERIA 20'PERCENT AVAILABLE
VDOT STANDARD.,STOP SIGN LS,
-ST
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO AR77NG WORK. CONTACT IFICA TIONS.'
PHOSPHORIC A CID.
23606,2557.1
200 EXISTING CONTOUR THE ENGINEER IMMEDIA TEL Y IF LOCA TION OR ELEVA TION IS DIFFERENT. FROM. THA T SHOWN
ON THE PLAN, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY CLEAN, WA SHED, A NO, FREE OF TOXIC MA FRIALS.
SAND . T
UTILITY NOT SHOWN ON PLAN. TO MISS THE UTILITY CALL "MISS UTILITY" OF CENTRAL
84.873.6606
'PROPOSED CONTOUR VIRGINIA 0 1-800-552-7001 (TOLL FREE). CONFORMING TO IONAL BUREAU OF S"TANDARDS PS21.
PERL I IF T
12 LANDSCAPED ISLANDS AND MEDIANS SHALL BE PREPARED WITH A MINIMUM OF 8 TOPSOIL. HORTICULTURAL GRAqE, FREE OF'TOXIC TA N CES.
VERMICULITE
PROPOSED SPOT ELEVATION
13 CONDUCT SITE CLEARING. OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, SA WD -UST ROTTED SA WDUST, FREE OF CHIPS, S TONES, TI
CKS,:SO/L, -OR TOXIC SUBSTANCES
-T
GENERAL NO ES
STREETS, WALKS AND OTHER ADACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE AND WTH 75 POUNDS OF. NITROGEN UNIFORML Y MIED INTO EA CH CUBIC YA
OF SA
RD WDUST
OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PER-
1� OWNERIDEVELOPER THE SCHOOL 30
ARD OF ALBEMARLE COUNTY, VA.
SFWER MISSION FROM, AUTHORITIES HAVING JURISDICTION. E0, UNLEACHED, TABLE OR CA TTLE ANURE CONTAINING NOT MORE
MANURE WELL ROTT_ 401 McINTIRE ROAD
ENT. OR 0 THER BED
THAN 25 PERC BY. v6L umE oF,sTRA W, SA WD US T,
DING MATERIALS AND
CHARLOTTESVILLE, VA. :2,2901-4596
4., WHEN PR OP OSED CURB IS TO BE PL A CED A GA INS T EXIS TIN G PA VEMEN T, THE CON IRA C TOR
EXISTING SANITARY'SEWER CONTAINING NO CHEMICALS OR INGREDIENTS HARMFUL T PLANT.
SHALL SAW CUT THE EXIS77NG PAVEMENT TO PROVIDE A SMOOTH EDGE TO FORM THE A TTN. AL REASER (DIRECTOR BUILDING ERVICE)
PHONE (804) 7J�3677
CURB AGAINST
PROPOSED SANITARY SEWER ANTI -EROSION MULCH�: PROVIDE CLEAN, EED FREE SALT HAY OR THRESHED STRA W
OF WHEAT,, RYE, OA IS, OR BARLEY
2. TAX MAP NO, 46BI
15. CONTRACTOR HALL VERIFY EXISTING SITE CONDITIONS AND APPROVE SAME BEFORE BEGINNING WORK.
SEWER CONNECTIONS
J. PARCEL NO. 01-1 'COMMERCIAL FERTILIZER COMPLETE FERTILIZER OF NEU IRA L CHA RA C TER, WITH SOME
16. ALL OFF-SITE SCHOOL CAUTION AND WORKING SIGNS TO BE PROVIDED BY CON ELEMENTS DERIVED FR OM ORGANIC SOURCES AND CONTAINING FOLL.
TRACTOR..:
0 WIN, G PERCEN TA GES
OF AVAILABLE PLANT NUTRIENTS.
D. 1. PIPE .4. AREA. 47-07 ACRES
STAWAV AM 4 &WS
GENERAL WA TER & SEWER CONDI TIONS PRO ��E'FER PLIZER OqTH PERGEN 4GE--OF-
FOR LA4WS, To PRO
5- ONING PUD
AG77 WN A
7605.80 M.H. NUMBtR wl S TA TI ON OR J4 MTRO
GEN PER -A-090-_
1. WORK SHALL BE SUBIECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
jJ78.25 CO ORDINATE L 0 CA TION AND TH�4N' IT PP -0 TA -15,51 UA4;-PR0�-
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 6. OA TUA4 U. S. G. S.
NI TR G GEN IN A
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF
---GROWR�, A T -T-G BE qRC,,4A4G F�q,�M. ol
WORK, CONTRACTOR SHALL PAY THIS REQUIRED INSPECTION FEE. KEN FR OM PLAT ENTITLED "PLA T APPLY AT 'PER ACRE OF 10-20-10 FERTILIZER OR AN EQUIVALENT AMOUNT OF C�.
1,000 LBS,
SHOWING A SURVEY OF A 41.07 ACRE PARCEL LOCATED OFF
OTHER FERTILIZER
2. THE LOCATION OF EXISTING UTILITYES ACROSS OR ALONG THE LINE OF THE U.S. ROUTE 29 � BEING A PORTION OF PARCELS 27 & 26B'
GRASS, MA 7FRIA LS
PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE ON COUNTY TAX MAP 46 IN ALBEMARLE COUNTY, VIRGINIA"
DATED APRIL 28, 7971 (REVISED) BY THOMAS D. BLUE.
WA TER SHOWN ARE OWL Y APPROXIMA TEL Y CORRECT THE CONTRACTOR SHALL ON HIS
CEDAR siDING (ryp) GRASS SEED PROVIDE FRESH, CLEAN, NEW CROP SEED COMPLYING WITH TOLERANCE
I x6
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY
FOR PURITY AND GERMINATION ESTABLISHED BY OFFI(CIA L SEED ANALYSTS OF NORTH
EXISTING WATER LINE 8. TOPOGRAPHY INFORMATION FROM FIELD DATA GA THERED BY
-X6-' AMERICA. PROVIDE SEED MIXTURE COMPOSED OF GRASS SPECIES, PROPORTIONS AND
0 _NERA L WA -TER AND J K. TIMA40NS & ASSOCIATES, P.C. L 6 I TH PROPOSED WA TER LINE J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY W -POST
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY MINIMUM PERCENTAGES OF PURITY, GERMINATION, AMD MAXIMUM PERCENTAGE OF WEED
SERVICE AUTH I ORITY ON JANUARY 20, 1983, AS AMENDED JULY 1, 1989, 9. PROPOSED USE MIDDLE SCHOOL Sl TE SEED, AS SPECIFIED.
VAL VE
SEED MIXTURE TO CONTAIN 80X REBEL 11 TALL FESCUE, 107. PALMER OR PRELUDE PERENNIAL
RAIL RYEGRASS, 10/-. NASSAU OR BARON KENTUCKY BLUEGRASS.
S. HOS7VLER
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 10. PARKING SPACES REQUIRED I SPACE PER 11 PUPILS 2*X4*
REDUCER 750 (PUPILS) 71 69 SPACES I
VGNED
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY DE BY
SOWING RATE SOW MIXTURE AT TF OF 8 LBS. AER 1, 000 SQUARE SEET OR 260 LBS.
CES PRO VIDED
(1-800-552-7001)� 1.7. PARKING SPA __T
PLUG PER A CRE,
AUTOMOBILE : 114 SPACES INCL. 5 HA NDI CAP SPA CES
'R. CALLAHAN
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT OF COVER BUS.: 15 SPA CES
CROSS MEASURED FROM T`7E TOP OF PIPE, OVER THE CENTERLINE OF PIPE THIS DRA WN
INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WA TERLINES, ETC. 12, IMPERVIOUS CO VER
TEE DRIVES & PARKING 1. 86 A CRES PREPARA77ON FOR PLAN77NG LAWNS
7 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL CONC. WALKS 0.29 ACRES NIA
LA WN AREAS, TO A MINIMUM DEPTH OF 4. INCHES. REA40VE STONES
LOOSEN SUBGRADE OF
FIRE HYDRANT (COMPLETE) BE DEDICATED TO -THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE PA VED PLAY AREAS = 0. 9 7 A CRIES SCALE
MEASURING 112 AICH IN ANY DIMENSION REMOVE STICKS,: ROOTS� RUBBISH, AND 0 THER
THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EAESMENT, IN PROP. BLDG..= 2.17 ACRES
EXTRANEOUS. MA TIER. LIMI T PREPA RA TION TO A REA S WHI CH WIL L BE PLANTED PROMPTLY
L
T
WHICH CASE HE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT EXIS T.
0 SINGLE SERVICE CONNECTION TOTAL 5.29 A CRES GRADE AFTER PREPARATION.
------ 8. J' MIN SEPERA TON REQUIRED BETWEEN WA TERLINE AND STORM SEWER CUL VER IS OR li. AREA IN PA VEMENT &.DRIVING LANES 1. 86 A CRES APPLY SPECIFIED COMMERCIAL FER TILIZER AT RATES PECIFIED AND THO 0 HLY MIX INT
DOUBLE SERVICE CONNECTION 6 " SEPERA TION WHEN WA TERLINE IS INSULA TED. USE 112 " THICK THERMA - CEL PIPE -0-1 UPPER 2 INCHES OF TOPSO)L. DELA Y APPLICATION OF FER TIL
IZER IF LAWN PLANTING WIL L
INSULATION IN TX4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL
14. FACE OF CURB RADII ARE F1 VE FEET UNLESS. 0 THER WISE NO TED. NOT FOLLOW WITHIN A FEW DAYS.
APPROVED BYALBEMARLE COUNTY SERVICE AUTHORITY INSULATION TO EXTEND 5'
SCREENING FENCE
BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF RESIDEN TIA L FINE GRADE LAWN AREAS TO SVO07H, EVEN SURFA CE 'TEXTURE.
15. ALL OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM
W( TH LOOSE, UNIFORML Y FINE
CULVERT WHEN PARALLEL.
DETAIL
A REA S, ROLL, RAKE, AND DRAG LAWN AREAS, REMOVE RIDGES AND FILL' DEPRESSIONS, A S REQUIRED
TO MEET FINISHED GRADES. LIMIT FINE GRADING TO AREAS WHICH
CAN BE PLANTED IMMEDIATELY
9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY
16. PARKING SHALL BE IN DESIGNATED PARKING AREAS ONL Y
EROSION CONTROL TO ACCOMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-314" HOLE TAPPED INTO AFTER GRADING.
THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS
17 ALL EXISTING A NDIOR RELOCA TED WA TERLINES SHA
LL BE A MINIMUM MOISTEN PREPARED LA WN AREAS BEFORE PLANTING AF SOIL IS DRY WATER THOROUGHLY AND ALLOW
FROM ENTERING THE BOX PRIOR TO METER INSTALLATION.
_T__l STRA W BAIL BARRIER J. 04 OF 10' FROM ALL STRUCTURES. SURFACE A401STURE TO DRY:BEFoRE PLANTING LAWNS,
DO, NOT CREATE A MUDD Y SOIL CONDITION,
10. ALL WATER AND SEWER. APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE 18. ALL SLOPES STEEPER THAN 4� 1 SHALL BE, HYDROSEEDED IMMEDIA TEL Y RESTORE LAWN AREAS. TO SPECIFIED CONDITION, IF ERODED
TEMPORARY DIVERSION DIKE J. 09 DI TCHES. OR OTHERWISE DISTURBED, AFTER FINE
UPON CONSTRUCTION. GRADING AND PRIOR TO PLANTING.
11. CERTIFICATION THAT 5%, COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL TEMPORARY SEDIMENT IRA P 3.13
ND APPURTENANCES. THIS CERTIFICATION SHALL
SEEDING NEW LAWNS
BE SIGNED BY A PROFESSIONAL GEOLOGIST THE CERTIFICATION SHALL STATE THE EXACT
SEDIMEN T.. BA SIN .3.14
AREA THAT THE CERTIFICATION APPLIES TO. DO NOT USE WETSEE0 OR SEED THAT IS MOLDY OR 0 WISE DAMAGED IN TRANSI'T OR S TORA GE.
THER
EROSION CON TROL NOTES (GENERAL)
INLET PROTECTION 3.07 12. VALVES ON DEA0END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR SOW SEED USING A SPREADER OR SEEDING MACHINE DO NOT SEED WHEN WIND VELOCITY EXCEEDS
THE VALVE DURING A FUTURE EXTENSION OF PHE LNE, 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MISPECT ALL EROSION L4,j
5 MILES PER HOUR. DISTRIBUTE SEED E VENL Y OVER ENTIRE AREA BY SOWING EQUAL QUANTITY IN
SILT FENCE 13.05 CONTROL DEVICES PERIODICALLY AND AFTER EVERY ERODIBLE RAINFALL.
2 DIRECTIONS AT RIGHT ANGLES TO EACH OTHER,
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA TEL Y
0 SOW NOT LESS: THAN THE QUANTITY OF,SEED SPECIFIED OR SCHEDULE0. CONSTRUCTION ENTRANCE J. 02
ED FOR MORE THAN 30 CALENDAR DA Y.
20 SM -2C B/T SPHALT
C?D
2, NO DISTURBED,�AREA WILL BE DENUD
RAKE SEED LIGHTLY T H A-. FINE- SPRA Y
INTO TOP 118 INCH OF SOIL, ROLL LIGH TL Y, AND- WA ER W1 T
3, ALL EROSION AND SIL TA TION MEASURES ARE TO BE PL A CEO PRIOR TO OR.
�,CHECK DAM J. 20 MA TERIA L NOTES. ------
BM-1 BIT ASPHALT
1. PVC PLASTIC SEWER PIPE SHALL BE ASTM D-JOJ4 PSM SOR J5 MIN.:
INCHES LOOSE MEASUREMENT
CLASS "B- BEDDING (MIN.) 218 STOME 4. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE 0 VER SEEDED AREAS.
-COMPACTED SUBBASE MULCHED AND SEEDED IMMEDIA TEL Y NO MORE, THAN 500 FEET ARE TO BE
2. NON-RFINFORCED CONCRETE SEWER PIPE SHALL. BE ASTM C- 14 CLASS 2; OPEN AT ONE TIME:
LASS "C BEDDING. (HEAVY D&TY) MAINTAINING NEW LAWNS
5. ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES�ARE TO BE COM-
. I q";< - 3. DUCTILE IRON SEWER PIPE SHALL BE ANS11AWWA C751 CLASS 52 A KE-MENT DETAIL PACTED, SEEDED AND MULCHED IMMEDIATELY AFTER BACKFILL. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING.
VIRGINIA., EROSION & SEDIMENT CONTROL HANDBOOK DENOTED AS MA
4ST �=-, � ,/.' 11,; A -DIV IN. TAIN LA WNS FOH NO T LESS THAN THE PERIOD 57TATED.BELOW, AND LONGER AS'REQUIRED. TO ESTABLISH
4. PVG P 4G W4,TE4?4=M�g SjLlb4k:� REZ WW4 G 900 T749�E- :2 lm5q, (4f*q 6. ALL TEMPORARY EARTH BERMS, ERSIONS AND SILT DAms ARE To BE
SPECIFICATION NUMBER
THE PAVERENT.DETAIL AS SHOWN ASSUMES THE AN � A CCEP TABLE. LA WPI.
MUL CHED AND SEEDED FOR , VEdE TA T1 VE CO VER. IMMEDIA TEL Y S IRA W OR HA Y
5. UCTILE IRON WATERLINE SHALL BE ANS11AWWA C151 CLASS 50 FOR 12- SUBBASE MA TERIAL HAS A MINIMUM CBR' VALUE MULCH IS REQUIRED, THE SAME APPLIES TO ALL SOIL -STOCKPILES. PROLI. NO.
SEEDED LA WNS, NOT LESS THAN 60 DAYS AFTER 0STANTIAL COMPLETION.
AND SMALLER AND CLASS 51 FOR 16" AND LARGER. OF 10 AND HAS NOT BIEEN DESIGNED IN CON- SU 2-1.2A
As JUNC77ON .,WTH ANY SO?lL REPORT A SOILS
7. DURING CONSRUCTION, ALL STORM SEWER INLETS WILL, BE. PROTECTED BY
STUDY MAY REQUIRE AN ALTERNATE PAMEAI,�NT IF SEEDED IN FALL AND NO T GI VEN. FULL 60'DA YS OF MAIN TENANCE, OR IF NO T CONSIDERED . A CCEP TABLE A T
'ASTIC PIPE SHA'L-L BE ADS N-12 SMOOTH LINED PIPE OR. SI: T BY CONSTRUCTION
.6. CORRUGATED PL SILT TRAP MAIN AINED AND A40DIFIED AS REQUIRED
THAT TIME, CONTINUE MAINTENANCE
RM -2 SM -2C BIT ASPHALT EQ -1 Pop 8 DETAIL. PROGRESS. THEFOLLOWING SPRING UNTIL, ACCEPTABLE�LAWN IS. ESTABLISHED..
UAL. REFER, TO VDOT STD. P8
EDDING DETAILS FOR CORRUGATED
COAT
60A 21A STONE PLASTIC PIPE.
MAINTAIN LAWNS BY WA TERING, FER.71LIZING, ..WEEDING,-' MOWING,, MMMING, AND OTHER OPERATIONS SUCH AS.'
UPON�:
8.'ANY'DISTURBED. AREA NOT PAVED, SODDED OR UIL T BY NOVrMBER
COMPACTED SUBBASE RDING AND REPLANTING AS REQUIRED: -,TO ESTABLISH 'A SMOOTH,'A CCEP TABLE LAWN, FREE OF
ROLLING, REGA
FIRST IS TO BE SEEDED - ON - THA T DA TE M TH OA TS, ABRUZZI OR EQUI VA -
ERODED OR BARE.AREAS,
(LIGHT DUTY)
LEN T AND, MUL CHED W` IN HA Y OR STRAW MULCH...MODIFY, AS APPLICABLE, -NO
DETAIL
PAVEMENT DETAIL DEPENDING ON PROPOSED TIME OF CONSTRUCTION_'
(�EE
21-6 VA RIES
THE PA LA YOU T PLAN)
VEMENT,DETA1L_A.S SHOWN, ASSUMES THE
9. CERTAIN EROSION CONTROL METHODS'ANDIOR PROCEDURES SPECIFI-D ON
SUBBASE -MATERIAL HAS A MINIMUM, CBR VALUE
THESE PLANS MAY BE. A T:VARIANCE TO THE GENERAL CRITERIA PROVISIONS
FACE OF CURB
OF 10 AND HAS NOT BEEN DESIGNED IN CON-
-,:EROS -11S PLAN, T
OF THE ION,.:CONTROL ORDINANCE. BY INCLUSION.IN 77. HE
UNCTION W` TH'AN Y SOIL REPOR T A SOILS STUD Y ENGINEER HAS DETERMINED THAT THE METHODS SHOWN ARE MORE E-FFEC- CONC. BUMPER
mAY REQUIRE AN AL TERNA TE PA VEMEN T DETAIL, 4" CLASS
T/ VE THAN THE GENERAL. CRITER SHEET CUT7 HEETi IYRA��
CONC.
OCK IA.
1,7
CONC. BUMPER OMPA C TED.
C
BLOCK W1 10. IF, DURING, CONSTRUCTION; ADDITIONAL EROSION CONTROL DEVICES ARE
4X4 616 WO VEN St I BA
-DOWELS IN FOUND NECESSARY, THEY SHALL BE INSTALLED A S DIRECTED BY THE CON-
-ENCE
... . . .............
........... ................
WRE F REVISED 2
-6 OR ST9. CG 2
PA VEMEN T (SEE STD. CG
............
. . . . . . . . . . . . 4 PAINTI�D. S7RIPE co STRUCTION ENGINEER FOR.ALBEMARLE COUNTY DETAIL (0 LEFT) (SEE LAYOUT*PLA1V FOR DETAILS) ISSUED FOR BID . ...... IN (TYPICA4)
. ......... I ......... .......
........ -IAT.APPROVAL,�OF THIS PLAN. BY REVISED
..... 8"� CONC. WE THE UNDERSIGNED DEVELOPER(S) �UNDERSTAND 77 4 9
2"SM-2C: BIT ASPHALT
........ ..................... ......... 4X4 616 PRIM COUNTY OF ALBERMARLE DOES NOT NECESSARILY INDICA - VIRGINIA -DEPARTMENT
WO�EN THE TE
�Z MRE FABRIC 1A S TONE RANSPORTATION (VDOT) APPROVAL'OF THIS PLAN., APPROVAL. OF THE PLAN:BY
-TONE 24* ONG #6 (314*,) 4 -
21A S OF T
REINFORCING BAR(: 2�2 CONCRETE WALK DETAIL
91
ED SUBBA SE THE COUNTY DOES NOT IN ANY WAY. RELIEVE ME. OF AWY RESPONSIBILITY IN .0 TAINING_
......... -COMPACT .8
PER BUMPER BLOCK)
SUBGRAD
......... ......... ...... .. UON C.
DOWEL DETAIL
FINAt VDOT APPROVAL PRIOR TO ISSUANC
................... ....... E OF B?UILDING PERMITS ANDIOR
..........
(ASPHALT WALKi ATH a PLAYAREA) CE CCUPANCY
FOR SLOPES AND WIDTHS OF 077HER PROPOSED
OGGING P
R TIFICA TF OF 0
.4 21A STONE
COXCREZE DEMPS TER PAD DETAIL: PA DETAIL
SIDEWALKS ON THIS SITE SEE GRADING PLAN
..SUBGRADE SHEET
& LAYOUT PLAN.
B BLOCK. DETAIL THE PAVEMENT:DETAIL, 'ASSHOWN, ASSUMES. 7HE
Cl
SUBBASE MATERIAL HAS A MINIMUM: CBR. -.VALUE
JOINTS ARE TO BE PLACED 5'0,C, SEE ARCHITECTURAL DE VEL OPER
BIKE RACK, PAD -a BLEACHER PAD DATE..�
10 AND HAS NOT BEEN DESIGNED IN CON- OF OF
.M 'AIN�.�'�l;.,�"Z.�'�l:��",..�,���:�,
L
PL A NS FOR DETAILS OF WALKS UNDER CANOPIES
DETAIL, JUNCTION W77HI ANY SOIL REPORT. A SOILS STUD Y
MA Y REQUIRE N AL 7ERNA T
E PA VEMEN T DE TAIL.
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