HomeMy WebLinkAboutSDP199800102 Plan - Approved Final Site Plan and Comps. 1998-08-12r
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---�� 10' PARKING SETBACK
30' BUILDINI E I BACK
PARCEL 1
1.080 AC
D.B. 1465 PP. 481-482 (PLAT)
ZONED HC
PRESENT USE: VACANT
SEE ARCHITECTURAL 1� 0.00'
PLANS FOR DRIVE-
THRU AND CANOPY
DETAILS
ENERAL NO-FES:
ROUTE
29
(N.E3.L.)
I.
WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD
AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK, THE VIRGINIA EROSION AND SEDIMENT
CONTROL REGULATIONS, AND THE COUNTY OF ALBEMARLE DESIGN
AND CONSTRUCTION STANDARDS MANUAL. IN THE EVENT OF
CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS,
OR, PLANS, THE MOST STRINGENT SHALL GOVERN. ALL
UTILITIES TO BE DEDICATED TO THE COUNTY OF ALBEMARLE
34.55'
61.gq' I
MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE
N4�3'54'25"E 274.28'
- __.. ___
-
CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF
-
-- -'- -- --
--
�.
-" 21113'
-
VIRGINIA / STATE BOARD OF HEALTH WATERWORKS AND/OR
35.34
SEWERAGE REGULATIONS AND THE COUNTY OF ALBEMARLE
PARCEL[
DESIGN AND CONSTRUCTION STANDARDS MANUAL.
------
1.34q 46--'.PARKING SETBACK
D.8-. lA63 PP. 4&i--482-(PL'AT)
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2.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
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MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS
PRESENT USE: VACANT_
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NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE
-
1
WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY
4' WHITE STRIPE
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BENCHMARK
TO OBTAIN A DENSE STAND OF GRASS.
30' BUILDING
SETBACK
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PK NAIL IN N.E.
3.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION.
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CORNER OF
INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY
FOREST LAKES
REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
1
ENTRANCE SIGN
ACCEPTABLE METHOD OF CLEANING.
C
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ELEV. = 532.76
4.
WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
50'R
8
EVIR
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY
CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH
OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION.
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5.
THE LOCATION OF EXISTING UTILITIES AS SHOWN IS
APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN
OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR
I
SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE, ALL
e201R
20'Rs`�Ak`h
Oyu°
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. FORTY-
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EIGHT (46) HOURS PRIOR TO ANY EXCAVATION CALL MIS5
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UTILITY 1 (aoo) 552-7001.
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INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH
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VDOT STANDARD DRAWING PB-I.
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18.50' 26.00'
3" MIR
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7.
ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE
OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON-
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6 �,
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COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY
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MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS
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3' P0,31 A�,�
0' PION
DERIVED FROM ANY SOURCE.
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HANDICAP SYMBOL, RAMPS,
SIGNS AND STRIPING TO BE
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8.
COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL
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IN ACCORDANCE WITH ALL
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BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER
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BYPASS
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ADA STANDARDS
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COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET
LANE
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4
FIRST CITIZENS
° A
BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE
��
BANK
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CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING.
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FFF 524.Q�z
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MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY
°
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HEIGHT = 23'-0"
.
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3`
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PURPOSE BACK -FILL AROUND DRAINAGE STRUCTURES OR IN
TRENCHES
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RIN Mir
UTILITY FOR ANY OTHER DEPRESSION REQUIRING FILL
ATM -�
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d ab.
4
2.930t S.F.
.
OR BACK -FILL SHALL BE COMPACTED TO q5% OF MAXIMUM
(BY OT�-IQRS� I I ..,a I I : I IA 4 'A.
~II
LOW
25' K
U)�-1 Du)
rn r o -i
4" WHITE �.
STRIPE
,325,D0,
STANDARD VDOT
TYPE CG-12
HANDICAP RAMP -
DO NOT ENTER SIGN
RPS
4" YELLOW
STRIPE
5'p,
20' R
I h WIWI wo 0 m m.
STOP SIGN J ''
24" WHITE
STOP BAR '��/ �50p, 30'R
os
STAND,
TYPE C
ENTRAI
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PARCEL I
D.B. 1463 PP. 451-452
(PLAT)
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ZONED HC
PRESENT USE: VACANT
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SITE LEGEND
PROPOSED CONCRETE
PAVEMENT MARKING
DIRECTIONAL ARROW5
PROPOSED HANDICAPPED PARKING
PAVEMENT MARKINGS 4 SIGNAGE
-�--
NEW M.U.T.C.D. SIGN AS NO -FED
E.I.P
EXISTING IRON PIPE
N.I.P
NEW IRON PIPE
8,„a DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS
o
' of("� 0) 6 � _,j' SET OUT IN ASTM STANDARD D-6%. THE CONTRACTOR SHALL,
�9• 49 A 91 PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK-
.<- .•
A�`,�'p8o
FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST
4 : *• °
22.38
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TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS
REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE
DEPRESS CURB',
PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED
PATERIALS TESTING LABORATORY AND THE CERTIFICATIONS
4 a
4...;
.. $'�..,
MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING
44
THE LABORATORY.
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10. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN
q0°
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CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES AND AS FURTHER DIRECTED BY COUNTY INSPECTORS.
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11. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND
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SPECIFICATIONS AND SITE CONDITIONS OR ANY
C�j`� o ij,•
INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR
SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
PROPOSED 6' CONCRETE
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ENGINEER IN RITING WHO SHALL PROMPTLY ADDRESS SUCH
' W'
SIDEWALK WITH 6' O.C.
46 R
Y`'g �'r�`t.
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE
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CONTINUOUS JOINTS
CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREEPANCIES,
INCONSISTENCIES, OR AMBIGUITIES 514ALL BE DONE AT THE
CONTRACTOR'S RISK.
4. #-
12, NO/
12. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PIRIOR TO THE
g'
TYP.
STANDARD VDOT
TYPE CG-12
HANDICAP RAMP
�o/
START OF CONSTRUCTION. THE CONTRACTOR SHALL. ARRANGE
RNIb THE MEETING WITH THE COUNTY ENGINEER.
5' R
IS' PAU
q0° pp 51,
Y ;�QMMON AREA TAX MAP 46B4
TAX MAP 46B4, PARCEL Dn2 / PARCEL q
0.626 AC. ZONED PD-SC
FOREST,,,4AKES ASSOCIATES / FOREST LAKES ASSOCIATES
PRESENT USE- SHOPPING CENTER
It'll a
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7 X4 :I ii , O •v
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j TAX MAP 4684
PARCEL 2
�\\\ ZONED PD-Sc
Al,
JA-ZAN LIMITED PARTNERSHIP
PRESENT USE: SHOPPING CENTER
�,Ott SUNNARY OF CIVIL SHEETS
Cl - SITE PLAN
N .032023
°
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Irk'
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C2 - SITE GRADING, UTILITIES, AND
EROSION CONTROL PLAN
C3 - CONSTRUCTION DETAILS
LAI - LANDSCAPING PLAN I DETAILS
/ LAIA- IRRIGATION PLAN
LA2- LANDSCAPING SPECIFICATIONS
LI - LIGHTING PLAN
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 f L
VICINITY MAP
N.T.S.
GENERAL SITE NOTES:
I. ALL DIMENSIONS ARE TO FACE OF CURB, BACK OF CURB AND
EXTERIOR WALL OF BUILDING, UNLESS OTHERWISE NOTED.
2. PARKING LOT PAVING SHALL CONSIST OF a" OF AGGREGATE #21A BASE
STONE, 2" I -IA, AND 1.5" SM-2A, IN VEHICULAR TRAVEL LANES AND G" OF
AGGREGATE #21A BASE STONE, 2" I -IA, AND 1.5" SM-2A PARKING SPACES.
ALL BITUMINOUS PAVEMENTS AND BASE MATERIAL SHALL CONFORM
TO VDOT STANDARDS AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH VDOT CONSTRUCTION SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE
CONTRACTOR SHALL NOTIFY MISS UTILITY LOCATION
SERVICE AT 1-800-552-7001 FOR PROPER IDENTIFICATION OF
EXIS-rING UTILITIES WITHIN THE PROJECT SITE.
CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENT OF ANY UTILITIES, CURB t GUTTER,
PAVEMENT, ETC. THAT MAY BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
TO AT LEAST THE QUALITY OF VIORKMANSHIP FOUND
IN THE ORIGINAL ITEM.
4. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
5. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM
NEW BUILDING.
G. ALL CONCRETE, BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL
CONFORM TO VDOT STANDARDS.
7. ALL CONCRETE CURB AND GUTTER SHOVIN SHALL BE 2'-0".
8. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS
FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
q. CONTRACTOR SHALL INSTALL HANDICAP RAMPS PER ADA STANDARDS
AS SHOWN ON THE PLANS.
10. CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING
AND COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE-THRU
VACUUM TUBES.
PROJECT INFORI" IATION:
PROJECT LOCATION/ADDRESS:
FIRST CITIZENS BANK
FOREST LAKES NORTH BRANCH
CHARLOTTESVILLE, VIRGINIA
OVINER/DEVELOPER:
FIRST CITIZENS BANK
ATTN: MR. MIKE PARKER
POST OFFICE BOX 27131
RALEIGH, NORTH CAROLINA 27611-7131
-TELEPHONE: (qIq) 716-4030
SITE PLAN PREPARER/CIVIL ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
ATTN: MR. PETER A. BISHOP, P.E.
POST OFFICE BOX 33068
RALEIGH, NOR"rH CAROLINA 27636-3068
TELEPHONE: (qIq) 677-2000
ZONING: k1c; EC OVERLAY DISTRICT,
AIA OVERLAY DISTRICT
REFUSE COLLECTION: PRIVATE SERVICE. NO REFUSE
DUMPSTER WILL BE LOCATED ON
PROJECT SITE.
SITE DATA
SITE ADDRESS: TO BE ASSIGNED UPON
BUILDING PERMIT
TOTAL SITE AREA =
1.352 ACRES
DENUDED AREA
1.102 ACRES
IMPERVIOUS AREA (INCLUDES BUILDING)
= 291GGh.72 SQ.FT.
PERVIOUS AREA =
2q,246.07 SQ.FT.
PARKING REQUIRED (I Space / 150 SF)
12 SPACES
PARKING PROVIDED (INCLUDES 2 I -IC)
26 SPACES
SOIL TYPES: FINE SANDY SILT N/ TRACES OF CLAY
EXISTING PLAN INFORMATION TAKEN FROM
PLAN PREPARED BY: ROUDABUSH, GALE
ASSOCIATES DATED MARCH 25, Igg4.
FOREST LAKES NORTH BRANCH
CHARLOTTESVILLE, VIRGINIA
I- m ....................... A -
SITE PLAN
FIRST CITIZENS BANK
6
REVISED H/C PER COUNTY COMMENTS
S-3-q8
DLH
5
REVISED PER COUNTY COMMENTS
4-8-q8
PAB
4
REVISED PER COUNTY COMMENTS
4-I-q6
RAK
3
REVISED PER COUNTY COMMENTS
3-20-q8
RAK
2
REVISED PER ARCHITECT
3-II-qB
RAK
I
ADDED EXISTING SIDEWALK
2-18-q8
RAK
No.
REVISION
DATE
BY
SCALE: I"=20'
DRAWN BY
DATE
RAK
I I -3-917
CHK'D BY
JOB NO.
PAB
011037.45
KIMLEY-HORN & ASSOC
P.O. BOX 33068
RALEIGH, N.C.
(919) 677-2000
SHEET
C1
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M. , __ ._• _ �r. ": e N5423'20'E J35.78'
PARCEL 1
1.080 AC
D.B. 1465 PP. 481-482 (PLAT)
ZONED HC
PRESENT USE: VACANT
SILT FENCE (TYP.)
4" SEHER°'CONNECTION TO THE
EXISTING 1-1AN40LE -SHALL BE
INSTALLED WITH A FIEL0"`C-0Pz§._
AND FLEXIBLE BOOT.
EXISTING 6" SANITARY SEWER
@ 2.80%
EXISTING MANHOLE
TOP ELEV. = 51q.00
INV. IN = 514.01
nononccn fall c-rnMM nnAlh1A/-c Qv INV. OUr = 513.g7-
"
^ey+• `..vim � "4 •� �J/\�.
<(
cv U PARCEL I , SILT FENCE (TYP.) -
Co Q
U > D.B. 1463 PP. 481--482--•(PL,AT)
ZONED HC �.... , ....� �_v. _.� _ ,. -"
U Q PRESENT USE: VACANT
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STORM SENER CALCULATIONS
APPROX. LOCATION OF EXISTING FIRE HYDRANT
(EXISTING FIRE HYDRANT LEAD RELOCATED
TO NIGH PRESSURE LINE TO PROVIDE
MIN. 11225 GNP @ 20 PSI)
FOREST LAKES NORTH BRANCH
CHARLOTTESVILLE, VIRGINIA
EROSION CONTROL NOTES:
I. CONTRACTOR 15 RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS
MATERIAL OFF -SITE.
2. CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE
CONSTRUCTION PROJECT ALL EROSION CONTROL COUNTER MEASURES
IROUTE 2cl
/ N
°B, .SHOWN ON THIS SHEET IN ACCORDANCE WITH APPLICABLE STANDARDS
FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS.
3. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES
WITHIN 30 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING, PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 30 WORKING DAYS FOLLOWING COMPLE-rION OF CONSTRUCTION.
M _^ --_ - W- _, �-__ _._.__ •_- 4, GROUND COVER 514ALL BE ESTABLISHED PER 'SEEDBED PREPARATION
NOTES" PROVIDED IN LANDSCAPING SPECIFICATIONS.
"_ tiM -- �_� ,_,n ._-...._ _ . -__ _�_. ... -•_d. _._., ...__ _... _ - -w 5. CONTRACTOR'S CONSTRUCTION SEQUENCED
` - OBTAIN GRADING PERMIT FROM THE COUNTY OF ALBEMARLE ENGINEERING DEPARTMENT.
'� _ _ - SET UP PRE -CONSTRUCTION CONFERENCE ON 51TE WITH EROSIONS CONTROL INSPECTOR
N- 25'I - -- 27� 281 OF THE COUNTY ENGINEERING DEPARTMENT TO D15CUSS EROSION CONTROL MEASURES.
- MOBILIZATION ON -SITE
INSTALL SILT FENCING AND TREE PROTECTION, CLEAR. ONLY
i „rr AS NECESSARY TO INSTALL THESE DEVICES.
CLEAR / GRUB / ROUGH GRADING AND INSTALLATION OF CONSTRUCTION ENTRANCE PADS.
U 524.8 r. U N - DEMOLITION OF EXISTING FACILITIES PER SHEET C2.
(HP) CALL FOR ON-51TE INSPECTION BY ENGINEERING INSPECTOR. VIHEN APPROVED,
GN
cn o BEGIN CLEARING AND GRUBBING.
swts:r Mff [RFx.aS'S ui1+r7tS1 :lYlcay vv9'ci o _� _.• _.... _..0 w - LUDING INLET PROTECTION.
INSTALL NEW STORMWA"TER DRAINAGE SYSTEM INC
MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
L11-11--v
INSTALLATION OF PRIMARY UTILITIES.
BENCHMARK, STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
MU a PK NAIL IN N.E.
1 $ t 9 a - INSTALLATION OF CURB AND GU TTER AND BUILDING FOUNDATION SYSTEM.
CORNER OF - CONSTRUCTION OF NEW BUILDING.
f 4q.'j� FOREST LAKES - FINISH GRADING / PAVING.
523.40 ENTRANCE SIGN - FINAL LANDSCAPING / PLANTINGS.
f ' •., �'� fw4 '� ELEV. - 532.78 - SITE CLEANUP /DEMOBILIZATION.
,- (H� *„ rf ► 6. PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN SEVEN DAYS AF f _R FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE.
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
523.40 1 f i ! AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER
- Dt -{� � � ! ��� j, � OEEFT DORMANT FOR AB30PERMANENT
MORE STABILIZATION
TONE YEAR.BE APPLIED TO AREAS THAT ARE
PIS- OPEN
SPACE 7. DURING CON5TRUCTION OF THE PROJECT SOIL STOCKPILES AND BORROVI AREAS SHALL
1 1 =
523.E J E S 1 I 1 �` �' z''�� •< ",�° BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT
Al I Is RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF
('t J ( Z t t,e4 zi &ia 5 s ui 1��s { !
CO-�4 fi' fY W ! �" eat//!i .fro 3" r" n¢ " 1 �1It t ALL 501E STOCKPILES ON SITE AS WELL AS BORROI�I AREAS AND 901E INTENTIONALLY
} 522I{g4(t ' TRANSPORTED FROM THE PROJECT SITE.
523.20-.'r_
_ {
1 ? v I <� ' '��� 4�,s f?� c SITE LEGEND
_14,-23.7 522.70 522. 0 4 :� . •, t �)p I
D RD 1 lL°,�'Y 31 PIVA? J r:,r`rri �.
f -� -> -
• [ r...;t; { . PROPOSED CONCRE"rE
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• ° l lis r gI apj FR.y° r rtD.X,}F WHEELCHAIR RAI 1P
°�`': '.yt"tWt!' 8 ; T �A�'
d, 1 a•y fLSrs' r" ,�'diWrFG'fi° �., �.C�>4i `
A� , a ' t D� ' w� 4'' ...•_ ter,. / E.I.P EXISTING IRON PIPE
N.I.P NEW IRON PIPE
; Walsall mlla 4 7?i Mu U µ... R.C.P. REINFORCED CONCRETE PIPE
�_ _._ �._- v w , . _.F.._. _.
d °4 .� `k• ', ' •'.,fi,`;;`.,.'.ad •,r '.�" 520 - PROPOSED CONTOURS
Yam` t' g 520 - EXIS rING CONTOURS
I- .......... I -
5. SEDIMENT BASINI5 AND TRAPS, PERIMETER DIKE5, SEDIMENT BARRIERS AND OTHER
MEASURE5 INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP
IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP5LOPE
LAND DISTURBANCE TAKES PLACE.
q. STABILIZATION MEASURES 514ALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
10. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
a. NO MORE THAN 500 LINEAR. FEET OF TRENCH MAY BE OPENED AT ONE TIME.
b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c. EFFLUENT FROM DEVIATERING OPERATIONS SHALL BE FILTERED OR PA55ED THROUGH
AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER
THAT DOES NOT ADVERSELY AFFECT FLOVIING STREAMS OR OFF -SITE PROPERTY.
d. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
e. RE5TABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
II. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS,
PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF 5EDIMENT BY VEHICULAR
TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMEN-r 15 TRANSPORTED ONTO A
PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FORM THE ROADS BY SHOVELING
OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING
SHALL BE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN THIS MANNER. TH15 PROV15ION
SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING
ACTIVITIES.
12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REMOVED WITHIN 30
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY.
TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION! OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION
AND SEDIMENTATION.
13, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPT. OF
AGRICULTURE, U.S. 501L CONSERVATION SERVICE, COUNTY OF ALBEMARLE EROSION CONTROL
ORDINANCE, AND THE COUNTY OF ALBEMARLE ENGINEERING DEPARTMENT.
W. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH THE COUNTY OF ALBEMARLE EROSION CONTROL INSPECTOR SO THAT PERIODIC
INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
15. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A GRADING PERMIT FROM THE
ENGINEERING AND PUBLIC WORKS DEPARTMENT.
16. CONTRACTOR SHALL SET UP A PRE -CONSTRUCTION MEETING WITH THE ENGINEERING
AND PUBLIC WORKS DEPARTMENT PRIOR TO CONTRUCTIONI.
17, PRIOR TO THE ISSUANCE OF AN EROSION) CONTROL PERMIT, A PRECON5TRUCTION
CONFERENCE MU5T BE HELD WITH THE OVINER AND CONTRACTOR. ALSO, A
PERFORMANCE BOND MUST BE POSTED ON A COUNTY FORM AND APPROVED BY THE
COUNTY ATTORNEY AND ENGINEER. THE AMOUNT OF THE BOND WILL BE DETERMINED
AFTER APPROVAL OF CONSTRUCTION PLANS BY THE COUNTY OF ALBEMARLE.
MU PROJECT AND CONSTRUCTION NOTES
PROPOSED I" ` J., T,r. $ .co st SANITARY SEWER OR STORr1WATER GLEANOU"C
° WATER SERVICEti,_ �5 Y' {?,4, j I. BEFORE ANY DEMOLITION, GRADING, OR CONSTRUCTION ON SI-FE CAN
COMMENCE TREE PROTECTION BARRICADES SHALL BE INSTALLED
(3' MIN COVER) SILT FENCE INLET PROTECTION BY THE CONTRACTOR IN ACCORDANCE WITH THE TREE PROTECTION
DETAIL AND NOTES SHOWN ON SHEET LAI. THE CONTRACTOR
yy ' W W yi(_ ', �8r. E SHALL MAINTAIN THE TREE PROTECTION BARRICADES THROUGHOUT
zD------r-- .��f THE PROJECT DURATION AND SHALL NOT REMOVE SUCH BARRICADES
523.5 3 4 , _ j TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD
E UNTIL AFTER FINAL INSPECTION BY THE COUN-fY OF ALBEMARLE.
.
{ 1 'j'� 0
CO-3 / 522,g0;'. / x SILT FENCE 2. ALL NEVI CONSTRUCTION) AND SOIL AND EROSION CONTROL
" LOT, ,B-2�
:. 522.40 r TI NETER
58 87- 1 S.F. Y .'''. i lA. THENV RGINIASURES S14ALL EROSION ANDBE INSTALLED IN SEDIMENT CONTROLCPIRADANCE NNING Vll TH
d . t 1f:3 AG. '��' 8 :f � CL CONSTRUCTION LIMITS (DENUDED AREA)
�{ Y•tit�r AND DESIGN MANUAL.
i 522.40 t 522.20 5221.00 r,r !` :"T W PROPOSED DOMESTIC WATER SERVICE
DRAINAGE AREA 3. ALL WATER AND SANITARY SEWER SERVICE LINES TO BE INSTALLED PER
s } r'� `!' `� BOUNDARY (TYPICAL) SS PROPOSED SANITARY SEWER SERVICE VIRGINIA PLUMBING CODE. CONTRACTOR TO VERIFY LOCATION! OF
EXISTING WATER MAIN.
TEMPORARY I" WATER �``f ,,� Y'� z, x 520.00 PROPOSED SPOT ELEVATIONS
LINE FOR WASNRACK s # _ ,r" t"��'j � ��" �iY�l1` 4. THE CONTRACTOR SHALL COORDINATE AS REQUIRED WITH APPLICABLE UTILITY
,,i / COMPANIES FOR INSTALLATION OF PRIMARY ELECTRICAL SERVICE
n AND TELEPHONE SERVICE TO THE NEW BUILDING.
521.g0 5. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EX15TING UTILITIES
rtAND RELOCATE AS NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY
`e1W DEPTHS BELOW MINIMUM COVER REQUIREMENTS.
t Y.i' i21aY4
6, SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER
`" f 3 `; a R>.rt•.' ELEVATIONS AT FACE OF CURB UNLESS OTHERWISE NOTED.
� t 7. ALL IRRIGATION SLEEVES SHALL BE 4 PVC. ALL LIGHTING SLEEVES
514ALL BE I" OR 2" PVC, AS INDICATED. ALL SLEEVE DEPTHS SHALL BE
24 INCHES MINIMUM, (SLEEVE LOCATIONS WILL BE SHOWN ON LANDSCAPE PLANS.)
11 &
M.... WATE�j.�:� r
8. ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE
SYSTEM AS SHOWN AND FURTHER DESCRIBED BELOW.
q. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
521.16 TAX MAP 46B4 THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 DAYS
, DNN0N AREA r, OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED
TAX'lAP 46134, PARCEL A2 ,, �G PARCEL q
WITHIN 30 DAYS.
l ' , a'' , ZONED PD-SC
�• 0.626 AC. /�Z ��' FOREST LAKES ASSOCIATES 10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
Y ; ft . r ,,t s FOREST: -LAKES ASSOCIATES / � �� � A REPRESENTATIVE OF THE COUNTY OF ALBEMARLE.
; # ', .. p�f �,�, ,� y �' PRESENT USE- SHOPPING CENTER
`� II. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING
5`PUBLIC RIGHT-OF-WAY INCLUDING
1 °$ " I.,01ii O. l fp CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
e ` x DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
"4", "'. r r' '"'""�--� � REQUIREMENTS OF THE PERMIT SHALL GOVERN.
a� r,✓ / -� °��\ ��' �;A d' �/ j 12. ALL PAVING, DRAINAGE RELATED MATERIALS, AND CONSTRUCTION METHODS SHALL CONFORM
TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
'�' ~•-• � �' 13. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
61, "°''ji /, n 0.
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
OPEN r' v GRADING, OR OTHER CONSTRUCTION.
,
SPACE ,� 14. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE
MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZ:VERT). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 4.1 OR BETTER ARE TO BE ACHIEVED.
/
15. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED VIHEN IN THE OPINION
• , .
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT
IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
TAX MAP 46B4
` ! !b%' e PARCEL 2 16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
�,C " nd
ZONED PD-SC TRAFFIC CONTROL WITHIN THE RIGHT -OF- WAY.
AlJA-ZAN LIMITED PARTNERSHIP
;ti x f:'Ps= % PRESENT USE: SHOPPIN CENTER 17. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE•'e_�N'� f / G T PIPE -CLASS 111.
! 414l4r t i�ir 18. ALL EXCAVA-TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (2q CFR PART Ig26).
A
� �h ry4•�, fi` r`lifY� f,r
ROOF DRAINS COLLECTION SYSTEM
SITE GRADING, UTILITIES, AND EROSION CONTROL PLAN
FIRST CITIZENS BANK
2
IAF
GRAPHIC SCALE
,` ° [ t"' 1 f = � re n it, Yt it e . a £-`p' i ij iY '.P r..�t�.P �ed •?`
1 inch = 20 ft
6 REVISED H/C PER COUNTY COMMENTS 8-3-q8 I DLH
5
REVISED PER COUNTY COMMENTS
4-8-%
PAB
4
REVISED PER COUNTY COMMENTS
4-1-q8
RAK
3
REVISED PER COUNTY COMMENTS
3-20-q8
RAK
2
REVISED PER ARCHITECT
3-II-q8
PAK
I
ADDED EXISTING SIDEWALK
2-18-q8
RAK
No,
REVISION
DATE
BY
SCALE:
1"=20'
DRAWN BY
DATE
RAK
11-3-q7
CHK'D BY
JOB NO.
PAB
011037.4E5
REMARKS
TIE INTO CB-2I
@ INV. 518.27
TIE INTO CB -I
@ INV. 51q.67
SANITARY SERER SERVICE
"CO" DENOTES CLEAN OUT, SEE DETAIL SHEET C-4
CO NO, FIN, GRID, INV, EL. PIPE LEN.-F REMARKS
CO- 51 523.50 517.60 q' @ 5.00%
CO- S2 623.30 517.15 42' @ 4.00%
CO- 53 521.63 515.47 35' @ 4.00% TIE INTO EXISTING
('MANHOLE @ INV. 514.07
EXISTING PLAN INFORMATION TAKEN FROM
PLAN PREPARED BY: ROUDABUSN, GALE
ASSOCIATES DATED MARCI-I 25, Igg4.
KIMLEY-HORN 8c ASSOC
P.O. BOX 33068
RALEIGH, N.C.
(919) 677-2000
SHEET
a