HomeMy WebLinkAboutSDP199600095 Plan - Approved Minor Amendment 1996-09-25GENERAL. CONSTRUCTION NOTES
I. f• TO COMMENCEMENT OF CONSTRUCTION WITHIN AW yt.>
MLIC RIGHT OF WAY, INCUMING CONNECTION TO AW 801ING ROAD,
A PERW FOR SAII) CONSTRUCTION SHALL BE OKAINED FROM THE VIRGINIA,
DEPARTMENT OF • • .r r •
2. ALL PAVING r DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM 10 CURRENT FICAIIONS AND STANDARD"* VD.O.T.
UNLESS OTHERWISE NOTED.
3. EROBION AND 10AXION CONTROL MEASURES; SHALL BE PROVIDED IN
ACCORDANCE WIIH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR 70 AW CLEARING, GRADING OR OTHER CONSTRUCTION.
MULCHED. MAMUM AUJOWAMILEOR CUT SLOPE:•
SHOWN.OSEA94AME IBM SLOPE$ OF 41 OR BETTER ARE 10 BE ACHIEVED.
& ALL DRAINAGE INLE18 OWL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
& PAVED OR RIP RAP UNED D17CH MAY BE REQU1I;IED WHEN IN THE OPINION OF THE
r • • OR DOGNESS.r :FFrNECESSARY'
7. ALL TRAM CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE •
9.. ALL EXCAVATION FOR PIPE INSTALLATION SHAUL COMPLY WITH OGHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART' 1926).
IQ THE CONTRACTOR OYU CHEM ALL DIMENSIONS ANr CONDITIONS AT THE J•
811E AND REPORT ALL 00)NIMANCIEB TO THE ENGINEER AND/CR ARCHITECL
11. OUTDOOR ILIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
11 ALL SERVICE UMITIES ARE TO BE PLACED UNDERGROUND.
I & IN UEU OF CONCRETE STORM DRAIN PIPE ADS N.12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING
WATER AND SEWER GENERAL PLAN NOTES
1. WORI( SHALL BE ACT M INSPECTION BY A11,11EMARILE C OUWTY SERVICE
AUTHORITY' NISECt1OW THE CONTRACTOR WILL BE MWXX 9W FOR
W -A YNG THE PROPBR SERVICE AUTHORITY OFFK2ALS AT THE START O F WOW
2. D11 LOCATION OF 00M UTII.M ACROSS OR ALONG THE UK OF THE
PAOPO0ED WOW ARE NOT NECESSAWY 8H0WttI ON It LANB Ate!.WHERE
VOWN ARE ONLY APi+'ii01XN"MY CORRECT. THE CONIRAICTOR SHALL CA HIS
CWN HnATNE LOCATE ALL UNES AND STRUCTURES AS
3. ALL MATERIALS AND CONEIRUC:TION SHALL COMPLY WITH GENERAL WATER AND
SEWER SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AL►THOW ON JA NUARY 70.19WM AMENDED JUL.Y 1,1909.
4. ALL LS"A 4 ARE BASED ON U.E.C. AND GA DATUM.
& THE CONTRACTOR SHALL L BE FAWONSINLE FOR NOTIFYING a NO UTILITY'
(1 S00 IN 7001).
6. ALL WATER AND SEINER PIPES MAIL HAVE A W41 MUTM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER! THE CLNNTERIM OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WA'T04.NEs, ETC.
7. 2(r WIDE EAWAM COMM ON THE PANE AND APPURTENANCES;
ES;
* LL BE DEDiCAT11%) TO THE ALBEMARLE COUNTY SERVICE AU1HORTIY,
D(CEP'T W! THE LINE E N A PUBLIC RAM RIGHT OF WAY OR AN
ACCESS EASEMENT, N WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTW1Y EASEMENT.
S. 3' MN. SEPARATION REG BETWEEN WATEFl M AND STORM SEWER
CULVERTS OR V SEPARATION WHEN WATERM TS INSULATED. USE
1/2e THICK THERMA CEL PIPE INIIULATION N 3' X W IHIM AS
MANUFAICRM BY NOMACA, W. OR EQUAL APPROVED BY ALBEMARLE
COUNTY 80WICE AUTHOLSIY. INSULATION TO SCIIE D V BEYOND
CENTERLNIE OF CULVEPT IN BOTH Dom+ I04 OR V BEYOND ENDS OF
CULVERT WHEN PARALI L
9. TOUCH REM MITERS ARE INING USED BY THE ALMNAM COUNTY
SERVICE AUTHOW TO NOOOMODATE THESE MEERS, METER LIDS
WILL REQUIRE A 1 3/4" HOLE TAPPED INTO THE CENTER OF THE LID.
BLEND TAPS OR KUEB SMALL BE PROVIDED TO PREVEWT DEBRIS FROM
RMING THE BOK PRIOR TO METER NSTAUATION.
10, ALL WATER AND IIIEW AFPURM4,ANC0 ARE TO BE LOCATED OUTSIDE OF
R
11. CERTIFICATION THAT 95 PIM CENT COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL Fitt. AREAS I N = WATER AND SEWER LNES AND
APPLIMENANCIL TO CMI CATION Stall BE 0101111D BY A
PROF6SI K*K Q60LOGM, THE CERI CA" SHALL STATE THE
EXAIICT AREA THAT THE CERTIFICATION ANKH M.
12. VALVES ON DEAD END LOU SHALL BE ROODED TO PROM ADEQUATE
t01RANT FOR THE VALVE DINING A FUTURE MOWN OF THE UNE.
SITE TOTALS AND LAND USE DATA NOTES
OWNER 001ARD Q. CAM DEVELOPER RICH&W G. CAM
W W. TERRALL ROM 2ro W. TERRELL ROAD
CHA LOTTLLSVAIE. VIRGItNIA 22901 CHARIZITT113VILIL VIRGINIA 22901
D.B. 1450-560
TOTAL SITE AREA : 17,764 SGL FT. 0A 06 ACRES
PRESENT ZONNNG ; C1
MAXIMUM AMOUNT OF IMPERVIOUS COVER
ON SITE : 12,430 S.F.
OPEN SPACE : 19% 0.1 18 ACRES
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR
WATERSHED
PROPOSED USE : OFFICE
BOUNDARY SURVEY BY : a AUBREY HUFFMAN AID AVK= LTD.
TOPOQRAFINC OiIRVEY BY : a AUBREY HUFFMAN AAND AIMM LTD.
PARKING SCHEDULE
FIRST FLOOR 68 x 40 - 2,240 S.F.
SECOND FLOOR 58 x 31 - 1,T30 S.F.
3,076 S.F. GROSS
3,978 S.F. GROSS st 80% a 3, .181 S.F. NET
S, 1Jt I S.F. + 200 a 1 SfSPACES
PARKING REQUIRED.: 1S SPACES
PARKING PROVIDED a 1 8 SPACES
MAXIMUM NUMBER OF EMPLOYEES : a
8
1996
SITE DEVELOPMENT PLAN aHOWING
MINOR AMENDMENT'
LOT 11
RIO MAGISTERIAL DISTRICT
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INSPEqCTIONS DWAR NIM : FIRE OFFNC IAL.
WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND THAT APPROVAL
OF THIS PLAN BY THE COUNTY OF AL MMARLE DOES NOT
NECES§ARILY INDICATE VIRGINIA 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
W OBTAINING FINAL. VDOT APPROVAL PRIOR TO THE ISSUANCE OF
BUILDING PERKO AND / OR CE2TWCATES OF OCCUPANCY.
7
C DELTA RADIUS TANGENT ARC CHORD BEARING CHORD'
C1 06'19'59" 1 902.69' 49.94' 99.77' N17'49'44"W 99.72'
SCHEDULE OF
SCHEDULE OF
LANDSCAPE MIATERIALS &
CANOPY
COMPUTATIONS
KEY BOTANICAL A
MIN. CALIPEIR TOTAL HEIGHT
TOTAL WIDTH
AREA OF QUANTITY TOTAL AREA
COMMON NAME
IN 10 YEARS
IN 10 YEARS
CANOPY OF CANOPY
STORM DRAINAGE STRUCTURES
TM 61M Parcel 07-1
Mark L. Jenkins or.
Sally F. Marsha /l
D. B. 9 89 - 63
Zon ed: R2
Us e : Resi denti a /
TM 61 M Parcel 12 - I E
David ✓. Wood Jr. B
Joseph M. Wood
Berkley Partners
D.B. 547 - 90
Zoned : P O SC
Use : Shopping Center
Sheet No.
2
of
2
Sheets
B x B Vertical Treated Timber Posts
4'0c ( max) 4'On Center Embedded In, Cone. 3' Below
Grade. Min. Diameter For /Post Hole : 2'
n n FT a
6x 6
Horizonlol Treated Timber Wall/
Bolted
Into Posts. Bolts To Be Min.
112 "
Dia. Wi/h Min. 2 " Washer On
Each
Side.
DE T A I
L O F
WA LL Bxe sxs
n t s
TM 61 M Par c e 1
07 - 2
2
Xiao - Ming Yu or
�4 I
✓ing- ✓ion Yu
0
D.S. 1437 - 614
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4�Z
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Zoned: R2
Use Residential
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PYRUS CALLERYANA NO.
BRAD FORD PEAR
I 1/4" 22 15.62' 19 1 S.F. 2 382 S.F.
r" /
CERCIS CANADENSIS �` 3
r- 2 EASTERN RE•DBUD 1 1/4 2 3. 6 6 2 2. 4 7' 3 9 6 S.F. 2 7 9 2 S. F.
ILEX CORN UTA " BURFORDII" 8
0 BURFORD HOLL Y
TM 6/ U Parc el 001 - IOA _
Thomas H.or Dorothy PConner
O.B. 876-5/7 Exist. B,ui/d/n9
Zoned CI Y
Use Florist
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v o APProx. Location of I 1 1 1 \ \ \
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1 S77'20' ` \I 4sPh4// Area• � -___ ---- °.< I I \\
_ I • N► ! t • • \ \ 170.
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----- \ Exist. 3
h t '�...�f • 2 `� `� \ Rai, "fat 0 1 1 Asphalt H g h Sol, / R O.
I ! . \ (' S Q \ 4se.D \ \ 1 r ` Fence a,
if \ \ \ \ \ \ ) 40 W \ f �� Parrmen/ -
It\ \ ` o \ -41 �� 477, Be - - - -
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TYPE L TOP INV. IN INV. OUT
DI-3A 2.5 466.90 462.44
DI-3A 2.5 468.90 482.0 461.90
ES-2 461.50
TR E E PRESERVATION
FENCING AND ARMORING
I
DRIP LRE I I
I
$NOW FENCE
/ A hi IIII III n
pop
•� I
aoAW FENCE 00 CORD FENCE
:f
' PV511C FENCE
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
1
,2 3.38
Li1 1 • N 1 1 o W \ V a1 \ ,'•, \ -r_, / ne f
1 > 1\ .. \ \\\ _ - _ \\ I . cin and Armorine Plate 3,38.2 An device may be used which will effectively
o 1, y Q \i' 44
8. Fg1Le ( ) Y Y
I I • a0 1 I \ '' " `\ : ¢, �'protect the roots, trunk and tops of trees retained on the site. However, trees to be
03� 1 • I I Q V 9+ 1 a h \ q 1 \ v+ \" > o retained within 40 feet of a proposed building or excavation shall be protected by
1 • o > I ° I I O Q a I \ O \ \ ` \ ' " \ ` I I \ ° I fencing. Personnel must be instructed to honor protective devices. The devices
// f I I I I nl , I • ' a�, h I I I` �I 1 `' q h .` \ 1 ✓; I \ \ tV a ; o \ t \ described are suggested only, and are not intended to exclude the use of other
/ / I I I I I I• V y I I` Q 0. I o O 1 o s\1 1 s' o \ b :•'' b '•'�' ` `� 0 \\ %i' devices which will protect the trees to be retained.
/ W I I I kl I• �� 1 o a \, \� ►.
/ / , I I I O I I • 4 I o o �1 1 0 1 h \ O ° h '� ' .I \ , o N a a. Snow Fence - Standard 40-inch high snow fence shall be placed at the limits
O- I I I y I I• o O-4 h Q I "� 1 F II O o ` ;• ti .. \ 4 \ U) of clearing on standard steel posts set 6 feet apart.
r1 O I. I I o I I• Q a I Q to Q I y \ 1 11 C� \ ' •_. \ —_ O.
O I . I I Q I I • o ` i v W N I 1 v I I\ �.\\ `\1:�"� \\ _ '` — Q O o ` ` b. Board Fence - Board fencing consisting of 4-inch square posts set securely in
;� O I • I I y I I • v, Qco
b 1 W ck Q I `' O I Fy 11 \ \ k o \ \\ �i�,,; `'~ \\ of �; \� 3 ` the ground and protruding at least 4 feet above the ground shall be placed at
O ! I I I • o o I 0 tV J I a I O \ 1 O \ \ ; Y \ > ¢ \ , the limits of clearing with a minimum of two horizontal boards between posts.
� N 4 o \ y ;;:•o. \ ` o o
UO] I I R O � IZ41 11 i O the trunk. The limits of clearing will s6U be located of the drip
! I k 1 h Q W I 1 11 \\ \ ,'fr. r \\ \� `y / Ercis t. MH �' fence ne:reQZ If it is not rhe practical to erect i fence al the drip line, construct a triangular
/ 3 I I • :' �7 1 , 1 \ W \ \ ,': \ •, y Top 4 77. B / O line, afnra the root zone within the drip line will still require protection.
j I I .1 0 1 ; O 1 v I ` ` \\ _r- / I 1,� Z/ /n v. 473. B9 h
I I I rc 1 1 I• e \ 1 W Q Q I ti O 1 , 1 1 \ \ O f t __-_ ,� C. �L�(F nrr -Posts with a minimum size of 2 inches square or 2 inches in
/ I I I I I I • W h 1 0 o O 1 1 11 \\ o, \\ \\\ .' \\ `. _ I ` 2 5 ' diameter set securely in the ground and protruding at least 4 feet above the
ground shall be placed at the limits of clearing with two rows of cord 1/4-inch
/ I I I I I • I Q v 1 F 1 II \\ \ 11 \ a W \" ` or thicker at least 2 feet apart running between posts with strips of colored
I Q
v, h j Q h ly 1 1 I \ \ \ �= c� \ Y flagging Y 8
1 C b b 0 1 1 1 \ \ a " s, ieeGe surveyor's tla tied securely to the s at intervals no greater than 3
1 I I b 0 1 1 �'::'1: \ r^f'
/ I I I• I I I I O `) O ► 1 1 1 1 \ \ ;••:\:,i; \ `" tV i ' d. Plastic Fencing-40-inch high international orange"plastic (polyethylene) web
/ I I I • I I I I • �1 I 4 1 1 1 1 1 \\ \ r 2 , , fencing secured to conventional metal 'I" or'U" posts driven to a minimum
j I I r I I I • o I 1 1 1 1 I 1 \ "'' \\ depth of 18 inches on 6-foot minimum centers shall be installed at the limits
I I I I I I • ° o I 1 1 1 14 O \ \ I \ ! / _ _ - - - - e I of clearing. The fence should have the following minimum physical qualities:
\\ j I I I I I 1 • V I 1\ II 1 5 ' fi' 1 1 \ ' \ ` ` 'J / �+ N Q J Tensile yield: Average 2,0001bs. per 4-foot width (ASTM D638)
it �+ V 1 \\ 11 1 I 1 1 \\ ``' -- ` i E ro Ultimate
I I I I I \ \ >`� q tensile yield: Average 2,900lbs. per 4-foot width (ASTM D638)
I 1 1 I •
I W I 1 I I � � \ 1 1 'J �� �� 3
I I I 1 I I I I I c \\ \ \ 1 11 1 \ \ \\�' Elongation
11 =4 I 1 I I ! 1 I i I • \\ \\ 11 1 II \\ \\ \\ o - at break (%): Greater than 1000% (ASTM D638)
N I I I► I I '• o o \ \ \ 1 I 1 I \ \\ o L I I o h
1 I � b .. \ \ 1 1 \ •r cb - , - -- -- -- - - - Chemical
/ ( r1 I W • 1 ( I ti I I h �O y, \♦ \ \ I 11 \ \\ `` ` ' c I , h : resistance: Inert to most chemicals and acids
!( ° I 1. 1 I o I I j, q o ♦ \\ 11 11 II \\' \\ `• e I v a ra x
I I.44
/ 1 1 i ( 111 :� ♦\ \ 1 \ 1 I O - \ \ I (A U e. Earth Berms - Temporary earth berms shall be constructed according to
a \ ` - °v 0:� ¢ %' specifications for a TEMPORARY DIVERSION DIKE (Sid. & Spec. 3.9)
-4 itN o i with the base of the berm on the tree side located along the limits of clearing.
/ 1 I I I 1 I j I 1 • Q N O \ \\ 11 1 I N \\ ` - O ''� N N [� ' Earth berms may not be used for this purpose if their presence will conflict
/ ° I I I j I j j•' r\ ° m \\ \ I I I Q \ `\ - V I QQ o with drainage patterns.
/ I I I I.y I • O I I. \ \ 1 Q ► -4 \ �, 0 8
/ I I I k► I 1 1• ry 1\ a \\ \ \ Q 1 ., ( ► Q. \ \ I h l a o
I �-�1,1 �%I l j • ► \\ \ \ \ W 1 � I 1 YQ \\ ,' Exist. Ed - _ _ o � rz -114 -41\ ; \\` /%r/I/ • • \\ \ \\ \\ ;0 1 m I a 1\ r. b `\ ``.\ e Of Grave / Area
V a QZ
\ ` \ \ ' \ Proposed Iy \ \ b I. 1 \\ \ �\ ►.- _ W (o m- Lk, o 0
CONC. •� %
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SLAB %i
• \ -- — % 4 ('0 Q i
March 27,1995
R e v i s i o n s
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With slo- ` - - - - - - - - - - _-----_ Ira n °Area peso/Zorgreater`
Exis/. a+ / �prox Location Ex/s/. W,Al�-cb N _ o,
\\ r f, Grave / Parkin '------- ------ Exist. 6" Water Line. ``- \ 1 \ o
V 9 Areo Exist. �
Grap e
I �
1 i •
25 {
PARCEL 00 1' ��►'1'\` ---_-_ ¢
1-12 SHEET 61 U ,''
t� I
Approx. L ocat ion
KO h// I I� , Exist. Fire Hydrant
r Brothers Inc / i o i \lQj Fire flow is 2300gpm @ 20psi residual
D. B. 1416 7 43 / I
Z o n
Use Vacant
.\ C
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CA
L
E
intery
a
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CID
Ex i s t. Building \�
B.AUBREY H U F F M A N & ASS0C.LTD.
CIVIL ENGINEERING -LAND SURVEYING - LAND PLANNING
CHARLOTTESVI LL E VIRGI NIA
\