HomeMy WebLinkAboutSDP198900047 Plan - Approved Grading Plan 1989-06-18i
NOTE:
f / / `/ � ' r '/ ' �'% r •-' � ' / r r \\ APP,,��""OXIMATAPPROXIMATEAREpc OOFERODINGCa BANK. j /o 1/ / r /r ✓/ / / / rr P,RECISE AREA ND B ECIFIt' ER BION
\ \ �' �� ,'� /r/ J� % j �r �i`'r rr /r ,✓! , CONTROt MEA URES 1NCkfJDit,a BENCHING
TOB, DETERMINED ON ,,SITE •BYi COUNTY
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/CE(>VVEB TO $EUS�E)r W`HI Frt FINISHED
AR" -TO, -BE $EfDED WITH CROWNVETCH.
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(,SEE PROFIL E)
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ALBEMARLE
TOP ELEV.=402.75
ALBEMARLE
COUNTY
INV. OUT=396.36
ALBEMARLE
COUNTY
FIRE MARSHALL/INISPECTIONS
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTAMON
73.0'-36" RCP @ 0.5%
3
MH -1
H=7.26'
TOP ELEV.=403.25
INV.
IN=395.99
INV. OUT=395,99
2
DI -4A
H=5.83'
TOP ELEV.=402.10
J
INV. OUT=396.27
92,0'-36" RCP @ 0.3%
3
MH -1
H=7.26'
TOP ELEV.=403.25
INV.
iN=395.99
INV. OUT=395.99
12.0'-15" RCP @ 2.0%
BY OTHERS
CB. INLET
BY OTHERS
R,
CAUT/Dltl; a Z
CEN TEL CA B L E N
L OCA 7 -ED p/RECTL Y ;x
OVER /2 " WA TER Mr41N,...;.
------
EDGE OF PA VEM�NT
U.S. ROU7i," 29 NORTH
PO 4V E R PO L E
ALBEMARLE
COUNTY
DEPARTMENT OF ENGINEERING
ALBEMARLE
CO. DEPT. OF PLANNING & COMM. DEV. ,,f;=
ALBEMARLE
COUNTY
DEPARTMENT OF ZONING
ALBEMARLE
COUNTY
FIRE MARSHALL/INISPECTIONS
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTAMON
WE THE UNDERSIGNED OWNERS UNDEMSTAND THE APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE
DOES NOT NECESSARILY INDICATE VIRCaINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE
PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY
OF OBTAINING VDOT APPROVAL PRIOR'TO ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF
OCCUPANCY.
f
ov
DELFAR LAND TRUST
1 -
GENERAL NOTE
1. THE ABBREVIATION V.D.O.T, MADE HEREAFTER REFERS TOTHE VIRGINIA DEPARTMENT OFTRANSPORTATION. THE
TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA.
2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM V.D.O.T.
3. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED.
4. EROSION AND SILTA-TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
5. ALL SLOPES AND DISTURBED AREAS SHALL BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR
CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
6. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION.
7. PANED OR RIP -RAF' LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR
HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
H. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFI . C ONTROI
DEVICES, LATEST EDITION.
9. UNLESS OTHERWISE NOTED ALL CONCRETE PIrE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111.
10. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
11. THE OWNER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS WITH THE COUNTY OF ALBEMARLE AND VIRGINIA
DEPARTMENT OF TRANSPORTATION IN ACCORDANCE WITH LOCAL AND STATE POLICY. NO CONSTRUCTION SHALL
COMMENCE UNTIL ALL SUCH PERMITS HAVE BEEN SECURED.
12. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY.
THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND
SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING
OR PROCEEDING WITH WORK.
13. METHODS AND MA\ FrR!ALS USED IN THE CONSTRUCTION OF SITE IMPROVEMENTS FOR THIS PROJECT SHALL
CONFORM -TO Tit. c,Ur"RENT CONSTRUCTION STANDARDS AND SPECIFICATIONS OF -THE COUNTY OF ALBEMARLE, THE
ALBEMARLE COUNTY SERVICE AUTHORITY AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATION, WHICHEVER
IS APPLICABLE.
14, DEVIATIONS OR CHANGES FROM THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE
ENGINEER,,OWNERAND COUNTY OF ALBEMARLE, ALBEMARLE COUNTY SERVICE AUTHORITY AND/OR THE VIRGINIA
DEPARTMENT OF TRANSPORTATION AS APPLICABLE.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL UTILITY COMPANIES WITH COPIES OF PLAINS THAT
HAVE BEEN APPROVED AND ADVISING THEM THAT ALL GRADING SHALL CONFORM;TO THE APPROVED PLANS, AND
FURTHER THAT THE UTILITY COMPANIES SHALL BE RESPONSIBLE FOR HONORING THESE PLANS AND THE FINISHED
GRADES IN THE INSTALLATION OF THEIR UTILITY LINES.
16. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY
AHEAD OF CONSTRUCTION -TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND LOCATION OF
UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED
TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING
UTILITIES NOT OF r',ECORD OR NOT SHOWN ON THESE PLANS. 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING "MISS UTILITY" (1-800-552-7001)
17. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS,
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION,
18. ELECTRICAL, TELEP�iONE, AND CABLE TV SERVICE TO BE ENGINEERED BY VIRGINIA POWER COMPANY, CENTEL,
AND JEFFERSON CABLE RESPECTIVELY.
19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE.
20. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL
OBTAIN ALL REQUIRED PERMITS.
21, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:
THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND
THAT THE CON FRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER."
WATER & SEVIER NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START
OF �NORK.
2. ALL MATERIALS AN[) CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEINER CONSTRUCTION
SPECIFICATIONS AS A,DQPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1933, AS
ATTENDED FEBRUA (,2t, 1985.
3. ALL WATER AND SEWER LINES SHALL HAVE A\ l !-IRFE FONT MINIMUM COVER OVER THE CENTERLINE OF'FH--- PIPE
SITE PLAN NOTES
I . BOUNDARY INFORM,%TION TAKEN FRUA SURVEY PREPARED BY R O.SINOW INC., CERTIFIED LAND SURVEYORS,
CHARLOl-FES\/tLLE;VIRGINIA. TOPOGRAPHIC AND EXISTING UTILITIES SURVEYED BY R.O.SNOIN INC, CERTIFIED
LAND SURVEYORS, i; CHARLOTTESVILLE, VIRGINIA.
2. BENCH MARK: U.S.t.S. - R.R. SPIKE SET IN ELECTRIC POLE VL57 ON FEDERAL EXPRESS SITE ELEVATION 40026
(SEE SHEET 4 FOR 8�'NCHMARK LOCATION.) - L F o N - s. c
3. SOILS INVESTIGATIONS WERE UNDERTAKEN ON THIS SITE BY E.O. GOOCH AND ASSOCIATES, CHARLOTTESVILLE,
VIRGINIA.
4. ALL HANDICAP CURB CUTS SHALL COMPLY WITH VDOT CG -12.
5. ALL PARKING SPACES SHALL BE 10'-0" X 18'-0". ALL HANDICAP PARKING SPACES SHALL BE 13'-0" X 18'-0".
^°. DISPLAY VEHICLES,WILL ONLY BE PARKED IN AREAS DESIGNATED FOR THAT USE.
7. THIS SITE IS NOT LOCATED WITHIN A WATERSHED TO A RESERVOIR.
8. STORMWATER DETENTION WILL BE PROVIDED BY USE OF OVERSIZED PIPES.
9. FOR FRONTAGE ROAD DESIGN SEE ROAD PLANS PREPARED BY ROUDABUSH, GALE & ASSOCIATES.
10, ALL LIGHTS TO BEI)IRECTED TOWARD SITE, AWAY FROM ADJACENT PROPERTIES AND PUBLIC ROADWAY. LIGHT
FIXTURES SHALL NOT GENERATE MORE THAN 1/2 FOOTCANDLE LIGI-I-; INTENSITY ON ADJACENT PROPERTIES.
11. CUSTOMER PARKING SHALL BE DELINEATED BY YELLOW PAVEMENT LINES AND "CUSTOMER PARKING ONLY" SIGNS
PAINTED WITHIN THE PARKING SPACES ON THE PAVEMENT.
SITE DATA
TAX MAP AND PARCEL NUMBER T.M.45 B (1)-5-C-4
MAGISTERIAL DISTRICT CHARLOTTESVILLE
SITE AREAS
BUIL DING
DISPLAY AREA 0.07 AC (6.1%)
SERVICEARE,� 0.07 AC (6.1%)
PARKING AND AISLES 0.53 AC (46.5%)
LANDSCAPED AREA 0.47 AC (413%)
TOTAL SITE AREA 1.14 AC
MAXIMUM SQUARE FOOT,,,GE 6000 S.F.
MAXIMUM BUILDING II._IGHF` 35'-0"
NUMBER OF EMPLOYEES 6
EXISTING ZONING PC
OWNER/DEVELOPER i 1 DELFAR LAND TRUST
ARCHITECT COLEiv1AN-ADAMS CONSTRUCTION, INC.
PROPOSED PARKING 11 SPACES, INCLUDING 2 HANDICAP
REQUIRED PARKING. 11 SPACES BASED ON SECTION 4.12.6.6.2.OF THE ALBEMARLE COUNTY ZONING
ORDINANCE: 1 SPACE PER 1500 SQUARE FEET OF DISPLAY AREA (16,500/1500=11
SPACES)
EXISTING LANDSCAPE PREDOMINANTLY CONIFEROUS WOODLAND
LEGEND
BIT!Ji:,IINOUS CONCRETE SURFACE(V-'-) ~- --
COi !CRETE CIU Rc0l (VDOT CG -6) ................... -« --
EXISTIINIG COI\j_T-OURS............. ... :................ ..,.................... I ........ I., ....................
- /b ----
PROPOSED COINITOURS....................... ................. ----- t- ---
-- ----- --- -
STORI\,1 DRNN PIPE_(R.C.P.)........ ................................ ............................ I .......
... --
PROPOSEDS>•ORIM DRr'i\! PIPE (R.C.P.)....................... - _-
CURB INLET (VDOT DI-4).....................................................................................
DITCH INLET (VDU ] Dl-")) ..........................................................- _......... ..........
S1`07-'ELEVAT 1\DNS...................... .............. ,................. I-... .......I ..........
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NOTE:
OF ERODIN-G BANK.
AP�ROXIMATE'AREA
PRECISE AREA ,AND PECIFIC" ER98ION
CONTROL MEASURES INCI-ODING. BENCHING
a 1� ; r� fir / / r fi, ,f ;i/'�� ' / / '/ TO B DETERMINED ON, -SITE $Y -"COUNTY
ENGINEI=R`� CONTRACT'OR AF D- ONSULT ANT
I
PRIOR ATO ANY DJS7I
I JRPffj�G "A 't IVITII"S.
,W00,L�ENZf_E1VCE,-'Z ZGEPWEB TO WUS�D WHFR-E FINISHED
I/ EXaEED 2:1
Z I SLOPES - '-,
AZM& PROPERTY LIAIE -(G'-&'HT)
t-AREA-T&-bE FEf_DEDV7ITH CROWNVETCH.
TO &4__ DETERM1NCZ) I BtNc)ii�G- -b -r E ET 4)
_Z1 (SEE,, _E AIL ON SHC_
PRIOR CITION)
T)b COMSTRU
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TREE PLANTING DETAIL
Not To Scale
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T
CFlt
5CE A10TE
-57(o 40
LVV.
Pruning as Required in
Field by Landscape
Architect. -rE L. MAWCR
Wilt pruf_Dr•_ Equal Prior
to Transplanting LAIVE
2 Ply Fibre -Bearing
Rubber Hose
Tree Wrap T-tol'Itly to
First Branch
Double Strand U14 Gouge
Galvanized Steel Wire
and Turnbuckle Each Guy
'/2^ X 3" X 2" Wood F1.9
Pointed While
3" Pinebork Muir -h; Create
.Saucer to Hold Water
Cut and Remove Burlap
From Top Third of Ball
2 '/,' x 2 J," X 3'- 0"
Creosoted Stoke
Planting Soil Mixture
Loosen Subsoil as Needed
f_1901/105
&_ Z_ /4 WN IN
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t--G�1_ARGc 57
7R eF.S, - 5 0, 0. C
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POWE,q -Ot.E
U-5. jTCU7_,C 259 1V01z?7_H
3 Hardwood Mulch Extended
to Borderz, of Planting Areas
Planting Soil Mixtsire
F
�,:, - . J
Loosen Subsoil as Needed
Q7- rO BE USED TOR LAMOSCAPE LAI OU
&T
GROUNDCOVER PLANTING DETAIL NHZ_E
O/ I f-75 ONL r
-NSIONS 6�HO WN - DO NO T SCA L E 0 RA
Not To Scale FL EA 4 E IREFER TO -DIMZ WING,
- ---------
5C8f'f1V1A16- SHRU,55
A10TE: 5TRE ET TREES 5HALL HAVE "CAAITILEVER 7_rPC-
CAIVOPr TO EWSURE PROPER IMTER3ECTIONAL
,57/OHT D15 TAIV Cf- I/V 3 0 TH L91R E -C T101V,5.
TREE QQN�ERVATIQN _NDTE_$'
1. MARKING:
ALL TREES TO BE SAVED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT
CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL
THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY
INSPECTOR.
2. PRE -CONSTRUCTION _Qj2NFERENCE:
TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH
THE CONTRACTOR ON SITE.
3.EQUIPM1QPER ID
AL LL ANIS 9_T_QB_A_M,
HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONISTRUCTION
MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF
TREES TO BE SAVED.
4. 5QIj__E9DN Q4D -'T R1_V/_AJ_ER_D I I �t
aL --A-L _5- R
-Q— EME
SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED.
5. FIRE-;
FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE
SAVED.
6. I-Q-Ul G_!`AA!531 A L
TOXIC MATERIALS SHALL NOT BE STORED WI -THIN 100 FEET OF THE DRIPLINE Or -
TRE -LS T 0 BE_ SAVED.
7. a B_11_)_M�V _�_EULQ_1TQ1
TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING
ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE IN PLACE AND
r -
SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO
GRADING OR CONSTRUCTION.
8. is
WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE
TO RE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL
SUBMITTED FOR APPROVAL.
9. !B_Ef__WAU_5_i
WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE
TO BE SAVED, ATREE WALL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL
SUBMIT -FED FOR APPROVAL.
10. TRENCHING AND TUNNELLING.
WHEN -TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHP-11-L BE
DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELLING
UNDER A LARGE TREE: SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS
ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS.
11. Ir- �r I �P I.
PROTECTIVE FENCING SHALL BE 711E LAST ITEMS REMOVED DURING THE FINAL
CLEANUP.
12. DAMAGED TREES:
DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION
OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST.
NQT_L[T1ja_iH_P DHEVELO _P__ E_F3_11:522_!:,N,21 113 1 _fI TY
TREES CQN'.'E-_ELVA'r_1()N rr,3E()
_U t Ei E t, 0_.F Ll IS
-0 �E:
HEIGHTS OF TREES SHALL CONFORM TO THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN WITH
RESPECT TO DESIGNATED CALIPERS.
2. SURVIVAL OF ALL PLANT MATERIAL SHALL BE BONDED FOR ONE YEAR. ALL
LANDSCAPING MATERIALS WHICH DO NOT SURVIVE SHALL BE REPLACED.
3. ALL OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY
FROM ADJACENT PROPERTIES AND ROADWAYS.
4. ALL SIGNS SHALL COMPLY WITH THE ZONING ORDINANCE.
5. EXISTING LANDSCAPE CONSISTS PREDOMINANTLY OF SECOND GENERATION
SCATTERED CONIFEROUS WOODLAND AND GRASS,
6. ALL PLANT MATERIALS SHALL CONFORM TO THE GENERIC LANDSCAPE PLAN
RECOMMENDED SPECIES LIST APPROVED BY THE ALBEMARLE COUNTY
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT.
7. ALL TREES OUTSIDE OF LIMITS OF GRADING SHALL BE SAVED.
8. EXISTING VEGETATION ON UNDISTURBED AREAS OF THE BANK SHALL BE VIAND
RAKED, FERTILIZED, MULCHED, AND SEEDED WITH CROWNVETCH.
9. UNSTABLE AREA OF THE BANK TO BE TREATED AS SHOWN ON THE GRADING &
UTILITIES PLAN.
10. REQUIRED LANDSCAPE MATERIALS SHALL BE KEPT IN HEALTHY CU'lDITION. ANY
MATERIALS WHICH DIE SHALL BE REPLACED. I
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SOIL. EROSION AND SEDIMENT CONTROL
1. SOIL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN
AC(-.npF)At\lr-E WITH THE VIRGINIA EROSION
D I
�tZgO1_q I-AINU i2CLAIVIr-INI CONTROL
HANDBOOK AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST
NOTE: STEP IN ANY LAND DISTURBING ACTIVITY.
OF ERODING 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
APPROXIMATE/AREA RODING BANK.
x MAINTAINED AND REPAIRED AS NEEDED UNTIL ALL DISTURBED
PR6CISE AREA, AND SRECIFIC EROSION AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND
CONTROL MEA§UREINCL. DING BENCHING REPAIR SHALL BE IN ACCORDANCE WITH -THE METHODS OUTLINED IN
IT
TO B THE VIRGINIA EROSION AND FOR
,E' DETERMINED ON ITE BY, /Z/ EKGINEE
f 1," C OafR A CT6R ,A -Nd CONSULTANT EACH CONTROL MEASURE SPECIFIED.
"
PRIOR TO ANY DJ-S`fURpfNCxA
CTIVITIES. AGE 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST
X PWEB TO f3l!'�US�E) 'SHE FINISHED RE TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY
1/zl aLOPES 'E��5,EtDED�WITH
D -2., DURING PROLONGED RAINFALL.
f,AREA-TO-BE CROWNVETCH.
_D1 F_ A I Al A167 5 _D (SEEZErENC
jil N G- b F r
AIL ON SHEET 4) 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE
4, v APPLIED TO ALL DISTURBED AREAS WITHIN 15 DAYS AFTER FINAL
GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY
z DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE
HALTED FOR LONGER THAN 60 DAYS SHALL BE STABILIZED WITHIN 15
DAYS OF THE LAST CONSTRUCTION ACTIVITY.
-E:
PROVIDED ON ALL SLOPES GREATER THAN 3:1.
15EE 17R/ -I 11VA G f 11111A p
A/0 7 TD. AND SPEC. 1.60) SHALL BE
5. SURFACE ROUGHENING (E&S S
7:7 3L1151W1T7_,f --l77H
L:
-/O/V,3 6. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS
01?AINAGE CALCL/L,,�17
PAVED OR NOT PLANFEDWITH GROUND COVER. SEEDING AND
;5 A FOR OFF-131TE
��-X 77/V6 -Y, -TA- 710/Vf- `:�5LO_va z REQUIRED, SHALL BE APPLIED TO ALL DISTURBED AREAS NOT
7:i _7
— MULCHING SHALL BE DONE IN ACCORDANCE WITH VA. E & S CONTROL
A3.
_T7E_
-C -
VWF ER_62� U -
HANDBOOK STD. AND SPEC. 1.66 AND 1.75. SEEDING MIXTURE SHALL
BE IN ACCORDANCE WITH TABLE 1.66A.
77
:7- 7. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE
- 77
APPROVAL OF THE SOIL EROSION AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE OF A GRADING
C) DING SE7-BelCX
4 q26
PERMIT.
+ 8. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND
x
RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL MEASURES,
AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING
STRUCTURES AND FOUNDATIONS, PUBLIC
570S INFRASTRUCTURES,VEHICULAR AND PEDESTRIAN CIRCULATION
AREAS AND ENVIRONMENTAL QUALITY.
9. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING
MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING
PUBLIC ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
6 </0 + CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES
NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A
-FREE CONDITION AT ALL TIMES.
.... .. CLEAN, MUD AND DUST
10. FULL REFERENCE IS MADE TO THE SOIL EROSION AND SEDIMENT
CONTROL NARRATIVE, DATED 02/1' 3.9 AS AN INTEGRAL
PART OF THE SOIL EROSION CONTROL PLAN,
ON AND S
N 5qo + 11. ANY SEDIMENT WHICH ACCUMULATES IN THE PROPOSED SEDIMENT
TRAPS AND/OR SEDIMENT BASINS SHALL BE CLEANED OUT AND
PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN
tc R5 STABILIZED FROM FURTHER SOIL EROSION.
12. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND
OV PLACED AT A SUITABLE LOCATION WHEN -THE SITE HAS BEEN
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13. EXISTING VEGETATION:
MAJORITY OF SITE CONSISTS OF SECOND GENERATION AND
SC,L-,TTERED CONIFEROUS WOODLAND.
14. SOILS THROUGHOUT THE SITE ARE UDORTHENTS,LOAMY.
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7-/-/,!F OE-7_/-A/LS AA50VE AS
LEGEND
CE TEMPORARY CONSTRUCTION ENTRANCE
E&S STD. & SPEC. NO. 1.01.
CRSCONSTRUCTION ROAD STABILIZATION
E&S STD. & SPEC. NO. 1.02
STORM DRAIN INLET PROTECTION
E&S STD. & SPEC. NO. 1.08
_(OPSOILING
TO E&S STD. & SPEC, NO. 1.61
Ps . PERMANENT SEEDING
E&S STD. & SPEC. NO. 1.66
TREES,S H RUBS, VINES AND GROUND COVERS
SEG E&S STD. AND SPEC. NO. 1.80
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