HomeMy WebLinkAboutSDP199400051 Plan - Approved Preliminary Site Plan 1995-02-16August 29, 1994
GENERAL CONSTRUCTION NOTES
1. 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 THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ( HEREAFTER ABBREVIATED V.D.O.T. ).
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION 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.
4. ALL SLOPES AND DISTURBED AREAS ARE TO 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.
5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
8. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
S. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHR,
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
10. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE AND REPORT ALL INCONSISTANCIES TO THE ENGINEER AND/OR ARCHITECT.
11. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED WHERE NECESSARY.
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N.12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB.1.
WATER AND SEWER GENERAL PLAN 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 WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 20, 1963, AS AMENDED JULY 1, 1999.
4. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING' MISS UTILITY'
(1 900 552 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL. BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY,
EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD PIGHT OF WAY OR AN
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
B. Y MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 8' SEPARATION WHEN WATERLINE IS INSULATED. USE
1/2' THICK THERMA CEL PIPE INSULATION IN 3' X 4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CULVERT WHEN PARALLEL. qllkl�
9. TOUCH READ METERS ARE BEING USED BY THE.ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS
WILL REQUIRE A 1 3/4' HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION.
10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT 95 PER CENT COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
12. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
SITE TOTALS AND LAND USE DATA NOTES
GINNER VIRGINIA LAND TRUST
CIO CHARLES W. HURT
P.O. BOX 8147
CHARLOTTESVILLE, VIRGINIA 22908
DEVELOPER C.W. HURT, CONTRACTORS
CIO STEVE MELTON
195 RIVERBEND DRIVE
CHARLOTTESVILLE, VIRGINIA 22901
TOTAL SITE AREA : 0.689 ACRE 30,016 S.F.
PRESENT ZONING : PDMC
PROPOSED USE : OFFICE CHARACTER
PARKING SCHEDULE : 1 SPACE PER 200 S.F. NET OFFICE AREA
PHASE ONE 3,293 S.F. GROSS x 80% = 2,634 S.F. NET + 200 = 14
PHASE TWO 2,625 S.F. GROSS x 80% = 2,100 S.F. NET + 200 = 11
TOTAL PARKING REQUIRED PHASE ONE & TWO : 25 SPACES
TOTAL PARKING PROVIDED PHASE ONE & TWO: 25 SPACES + 1 LOADING SPACE
BOUNDARY SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD.
TOPOGRAPHIC SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD.
TOTAL BUILDING COVERAGE
TOTAL IMPERVIOUS COVERAGE
TOTAL OPEN SPACE
PHASE ONE
3,293 S.F.
8,580 S.F.
18,143 S.F.
SITE DEVELOPMENT PLAN SHOWING
Iola i-c an
PANTOPS
BUSTERS
TAX MAP 78 PORTION OF PARCEL 73
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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VICINITY MAP SCALE : 1' : 29000
PHASE ONE & TWO
11% 5,918 S.F. 20%
29% 12,420 S.F. 41%
60% 11,678 S.F. 39%
Rev191ona /
1,'We r JiT! .2!✓lo.J Go...- ,I -lee Cv..... ,t1
ff,CJTr -r UM?5SV-G14-0cr->r,-0
INSPECTIONS DEPARTMENT : FIRE OFFI('IAI-
ZONING DEPARTMENT
ALBEMA�iLE COUNTY SERVICE AUTHORITY
i.
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND THAT APPROVAL
OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT
NECESSARILY 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
IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF
BUILDING PERMITS AND / OR CERTIFICATES OF OCCUPANCY.
IN
Sheet N o. A u us t 29, 1994 SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS See Extension
9 Deloil Below
R e v i s i o n s
Class A3
Concrete
of
KEY TOTAL HEIGHT TOTAL WIDTH AREA OF TOTAL AREA _ --y --_ -
BOTANICAL A QUANTITY _ _
\ \
:fa 4Qe 3 MIN. CALIPER OF CANOPY _ --� --- _ -- - �._ - �1\\\\\
lkx
vDof c•.w-er f _ - - - - _ - _
£ de r.co �fJ//ef8f / IN 10 YEARS IN 10 YEARS CANOPY - - ---_- ---- \ ; \\\
�{ "� COMMON NAME00
\ \
�2� ..ors./ Z T_, ACER SACCHA RUM -�------_ - --_- \ \\\
2 I/22 2 214 6 16 8 S. F. 2 3 3 6 S.F.--- -_----\\
✓/� £ di en nen>r•t /-ro /-/G lV� GREEN N MOUNTA I N / - _ -- ---- ---
vDoT c•.--•-�� of /-Z �'-� _ _ - - - -- - - = _�-:77 \ 11` \\\\\\\\\\\\
+s _ _
30
2 F R A X I N U S A ME RI CA N A --� �, = �` ",' \ \\ \\\ \\
S he e t s WH I T E ASH 2 1/2" 27 23 413 S F 5 2,0 65 S.F. / _--- o o\\o o---- - _-
T g ZELKOVA S E R R A T A
2 1 /2 3 3 2 5 4 90 S. F. 5 2 ,4 5 0 S. F. _
5' 0 walk l." JAPAN ESE Z EL KO VA ----- - �__-_- ---_- - _-_ _ -or greater.'���
__ Area with slopes of 25
Top of finished ----- - _ _--- _ --- - "���\�\�. \\\\\\\�\\\\\\\\
. paving slope CERCIS CA NA D E N S I S 1 1/4" 23 7 22..S. .
5� 396 SF. 3 1 188 SF� / - o
slope I/4perft
2 2 R r a EASTERN REDBUD ----- �-o _ ---- -_-- - ��\ \ ♦\�\\�� �` \\��\.
�:-try
71
In
IZ)
Compacted fill or / �• 3----- - \ -
THUTA OCCIDENTALIS `\\\\�\
_ 14.5 3.6 1 0 S F 1 0 1 0 0 S. F. / •••• �.•r.. •i•z�•-�• •�• __-_�_�`��_-._��_�_L� $\\O\`\\\\\`\\\\
undisturbed earth _ �• • •~ -�� ;••:• .•` ----__--__ \ \�� \\\\\
' EASTERN ARBORVI iAE • ••••••• • • _ \ \,1\\\\ \��\\\\\\
TY P I C A L SEC T 1 0 N
S I D E W A L K
STORM DRAINAGE STRUCTURES
IN 0.
TYPE
L
TOP
INV. IN
1
DI-3B
6
526.33
2
DI-7
525.45
521.32
3
DI-3B
8
525.43
520.37
4
DI-313
10
524.33
518.90
5
DI-7
522.50
517.0
6
DI-3A
2.5
522.53
7
MH
522.7
516.31 515.16
8
DI-30
6
522.86
515.97
9
MH
523.2
510.0
10
MH
478.50
472.0
11
ES
ILEX CORNUTA BURFORDII �/ /- •••\\•�••�•••• / /'l'll'111'1, \\\\
O •a \ ••///t/II'1�'lllll'1111t�`\\\\`\
BU FORD HOLLY •//%/�/t/�,ii1111i111
8 7. 8 4 8 S F. 17 8 I 6 S. F. • / \ • �%ttlj
•/%�/j�/j/l/lI 11 I t\\ \\ \\\
` Tax Map 78 Parcel .73 \ • /��///////,� 11 II \\\ \\ \\
Virg i n/a Land Trust \ l• t/%tt/t/tlll/l� 111 \\\ \\\ \\\\\\ \\
/ \ { /// / OtVI I II I I I, I I \
D. B. /02/ - 39 7
NOTE ' // Za ned PD MC \� 1 ••//i%t%t% tljllil;�l�t\\ ���\\`\`\`\\\\`\��\\�\�\
/ / ////////// III ' �\ \\
SOLID WASTE DISPOSAL SHALL BE ACHIEVED WITH INDOOR STORAGE AND PR/VATS COLLECT/ON /� 1••//�ttltlrll 1111\\\\\\\
/ • / //! \ \ \
NO EXTERIOR LIGHTING IS PROPOSED ON THE S/TE
AN APPROVED BACKFLOW PREVENTION DEVICE WILL BE INSTALLED ON THE FIRE SPRINKLER LINE
; \\\\\�\\\\\ \ �\\\�<\�\\�\��\���\�\\��\�\��\`
-- -- 518 ` \\\
Exist. / - - t\ \t `\ ; \\\\\\\\\i\\
INV. OUT Rip Rop / i / 520
521.83
4 Ditch / --
� /
521.22 \ \ \ \ \ \
N 40° 07� 43�� W 523 • , 1 , 1 \\\\ \\ \ \\\\\\\ \���\.\
520.12
3 / . 00 I o � ( 150
518.40 r - - - - -
- I 1 \ \ \\ \ \
9 524
518.50 , / ` �� e'�P`'`o - •1 1t,\ ``\\\\\\\\ \ \ \ \\;\\\�\\\�\�\�\�\
/ o --- \elk
\ \ \ \ \\ \\ \ \
515.06 , / / \/O _ \ --- - \ \ \ \ \ • \ �\ • \
ON
515.47
495.82 o h/ / / / 1 // ��\e�� _----- 78.33 \\ \\ •�
Sewer Lateral
467.79 `` \ •\\\\\\\\� \\�\� \ ����\\\\\�\�\�\\
467.48 �/ / / ,' , G� \ ONE STORY BU/L DIN G
• - -
/ h / , r_ Max -Bldg: He - 35 \• \ \ \ .\. \���. .��\\ �
Mechanical ^--' •\�\T-3\ \\\\� \ \\��� ����\\
v Equipment \�Pbd F. F. 524. 20
4
`47 T Z Q ( M 71C V•
/ / / t • m �
// / i / / /r. ♦ O �I M But/ding to be sprink/ered p. \ . ���� \ \\���\����•
I O 12. 33'
''* //' - h • • • \�
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06-12
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/ `'1 / / :.•• -� ;9 Sidewalk: -- �-
l L k\ fLT
Tax Map 78 Parce/ 62 ° - 4 i 5 R - �I • •-. ` \
❑
Commonweal th C/inica / Assistance __ - - o --- --_ ' �1 �j: \ Universal; a,
_ Pavement Mo J e r i a / Phase One B Two
D. B. 833 - 5 30 �__'� �'---- - -' i-" try I - - - -- ----- -- - - -- -''
Zoned P D M C o ° o- _- i I ' I N 6 "Aggr. Bose Material 523_-' /8�R -----
---C) Q�u ,' �165/bs. Type SM2A Asphalt
CG- 2
003'R,O O 0O-C�a o = ram_ / --- 525 ------
o�`43R -/
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l ��JJ✓ll ' ~ �/ Z I Ib O.O - - -O / '
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SITE BENCHMARK '��� �- --Q--- - �Q i '' ,) R Iy, ao / / oe % C' J /� //`
Top Rim of MH
Elev. 527.28 \\ ��--- �o ,` \� 1 � � m \ ' 2 �I,
. hI /e to o. h __ - -to 6uil ne /.
U S G S Datum \ \\ _ - - - - IL - - _Exi s 1 • •' 2 �,� I / / Q y y Ir 30
\ _ O - rau
/ I o � O O T_ g Set- , � � / Turn A
\ \ \ \ B U i / d i n 9 i I / / ( I � �N oa - - ,' O o rarY
Temp Area
to
Exist. 12" Son. Sewer �� - � ' I 35 // i /
- to r /8 Parking Space / Proposed mh top to be/ %
Lkj _ , , /' _ _ _ = a � � �- - - - - - - � 15 ��PE Corr Pipe
\ \ 1 /' ' �4 removed 8 rep/aced with �, °
�\ EX s>�\ Edge o f Pavement \ Exist. Edge of Pave men t - - - - `�� di 3A top w/phase two const. N 53 ',a 3•/9I
g0 \ \Ise vice a N aP yy f /
\\ �N, /' / ^LineShrubs 5'o-c, 2 high(ty� _
/ h ./ZQ 3 � -PIDw.of /
N 30 'Entrance / / vim* 5 R/ /� 4 e /
r-/ O O �J O T /' F1/ /
�� _ d of
o .' 4 Tee -
3� , / 30��PECorr.Pipe 5 8x f ,
I /�7 Wide Woterline Easement II WM. /' En t /
h CG-/2 \ R/W Mar in i ` ,'� 34. 00 ,' �✓ 3/ @ l.0 % ye men
_ R= 450.00 L a n c e p a__
45 Bend \
° ` CG ll En r CG IZ' - ,
separation Exist. Entrance ��\ C6- 6 S 40° 07'43 E T= 59.00 A=l173
I
2 Is t. W I 1 Ex s L B - -
....... ...........::
,
_ G
- - C o C G - - - .'i..
4
l2 CG /2_ --
0 5
\` ° Bend 1 _ N. -
- --- ---r----Povemen t separation J G�
o Exist. Edge o f a �\ ,S / sep .' --'� 1/�
3 c o s2 �� 2 S S ,' // / i O
I` - 1 O 6'.. - - - - - - - - - `�, 1 - 2 sr i // / i .S Q lV ' R i u S
Of 31
N,/ 1 o
i
4 �
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/2 Exist. Entrance CG 12
r '`\ o - ,
CG-12
C G - 6 PE Of 85 .� l.O/o - -
24
24 PE Corr. Pie=•:: 523 , / / ,' s e d R��` /
/5 l8' PE Corrugated Pipe 122 1.0% //6 ° pr0Po
\ I '/ \ r ---------- - - --- --- EX%St.12�i4CP ----- -/ - - ---------- _-- -:524 . 5 2 5
1 I / -------------------------- ----- 5
I 0` - - - _ _ _ _ _ Cx./B t _ _ NO DRAINAGE WILL BE ALL OWED TO F( OW FROM THIS AREA INTO THE PROPOSED STREET
I -' - - 24 PE Corr. Pip 30 PE Corr. Pi pe 5 530
AFTER IT IS DEVELOPED HOWEVER THE STORM DRAINAGE SYSTEM PIPES SHOWN HEREON 5'(? /. 0 % 5 / 0
ARE DESIGNED TO ACCOMODATE DRAINAGE FROM ALL PROPERTIES IN A DEVELOPED STATE. 3 4"6ate Vo I ve
Pipes to be bu/kheoded so they 5 5
I
Tax Map 78 Pa r c e / 61
/ ✓efferson Notiano / Bank
l D. B. 683 - 70 8
i
Zone d PD MC
CATCH BASINS SHOWN HEREON ARE DESIGNED TO ACCOMOUATE ALL URA/NAGE FROM ADJACENT can be opened later
PROPERTIES BASED UPON THEIR EXISTING CONDITIONS. --- ----
Tax Map 7 B Pare / 7 2 P L A N S C A L E- / = 2 0/
Vi rg i n i s L o n d T r u s t
D. B. 9 9 6 - 1 2 6 contour /nte /'V O
Zoned PDMC
8 " x 4 " Tee
SPRINKLER CONNECTION
0
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r
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i
V V
V V
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iffula R E
1530
1520
J
W
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O
a
O
0
t
a
0
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a
l
J
m
3
3
SITE BENCHMARK
Top Rim'of MH
Elev. 527.28
USGS Datum
J
5
h
W
I
y O �
See Exfens/on
STORM DRAINAGE STRUCTURES
Oefoil Below
N0.
TYPE
L
TOP
INV. IN
INV. OUT
1
DI-3B
6
526.33
521.83
9
O
Tax Mop 78 Parcel 73
2
DI-T
525.45
521.32
521.22
Virginia Land Trust
3
DI-3B
8
525.43
520.37
520.12
D. B. l02 / - 39 7
4
DI-3B
1G
524.33
518.90
518.40
5
DI-7
522.50
517.0
516.50
8
DI -SA
2.5
522.53
518.0
7
MH
522.7
516.31 515 16
515.06
8
DI-3B
6
522.86
515.97
515.47
9
MH
523.2
510.0
496.82
10
MH
478.50
472.0
467.79
Tax Mop 78 Parcel 62 55 Rod/us Temporary 11 E8-2 467.48
Commonwealth Clinical Assistance
30"PECorr Pipe Turn Around Easement
D. B 833 - 530
Extension
ps of F�t�re
Exist. l2 Son Sewer _ a 53'C�3./9a q/ cc5je ' nment
- Exist. -0 7 /3"PECorr, pipe s rs.eo Ali9
O Exist
N Entrance MH /SPECorr Pipe N CG-lice �p
I o 30' 2, 3/ /.0 % Entron /� /
p CG_ 12 /ol w
Q 3° -CG-12 -- O b N55o04
o Z,0 1.0 0 0 8' Exis I.
LU r _ ,�• 6• _�-� '' Rip Rap
a N 40 0 07 ' 43 " W PE Corr. Pip/ Dlrch
h h CG-I2 33 I.O%
60 ' R/W
440' F-F - �I
2.5' �) �- - 2.5
/7 /4 C6-6
UD - 4 UNOERORA/NS ARE TO BE INS TALLED ON BOTH SIDES OF THE ROADWAY
IN TANGENT SECTION AND ON THE LOW SIDE /N sUPERELEVATED AREAS \ 7
PAVEMENT DES16N CATAGORY VI TO STA. 5.95/B
SUB BASE 6 A66R. BASE T YPE l SIZE 2/ B
BASE 4 112 ASPH. CONCRETE , TYPE BM-3 B
2"45PH. CONCRETE T YPE IM -/ A
SURFACE : 165Ibs PSY ASPH. CONC. TYPE SM 2A
PAVEMENT DESIGN TEMPORARY TURN AROUND
6 1, STONE B SURFACE TREATED W/ PRIME B D BL SEAL
i
I6"PECorr. Pipe
/B P£ Corr. Pipe /22' /.0% 0 sr.a rr.w. _
1.71
0 % �sq O
24 "PE Corr Plpe 4 3. �v� � oa. (o.rmbl �_
2 Exis f 4 // 6 /. 2/ % O ` Iq �y.,,� rs.ir
Entrance 3 Q ° o _
r"
To x Map 78 Po r c e/ 6/
Jefferson Nof/ono/ Bonk
D. B. 683 - 70 B
G w.,rr I 'G'
L� D A T A
Ol 7' . r.br,.° ,.w'i
0 � V
R = / 4 5 . /B b� O PAVED SHOULDER SECTION
R= 4 8 0. CIO � o NOTES
I 0 UNDERDRAIN OUTLET a.. ,p.• -• b �• -~�-� d V
T = 6 Z. 9 3 MARKER DETAIL b,-e..b..>p. w • .•»- Irsw A Lbw 4•rcn ,o
ai- b„ U_
Q A = 125.15
it
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1
LONGITUDINAL PERFORATED PIPE NON -PERFORATED OUTLET PIPE
NO DRAINAGE WILL BE ALLOWED TO FLOW FROM THIS AREA INTO THE PROPOSED STREET
AFTER IT IS DEVELOPED HOWEVER THE STORM DRAINAGE SYSTEM PIPES SHOWN HEREON
ARE DESIGNED TO .4CCOMODATE DRAINAGE FROM ALL PROPERTIES IN A DEVELOPED STATE.
CATCH BASINS SHOWN HEREON ARE DESIGNED TO ACCOMODATE ALL DRAINAGE FROM ADJACENT
PROPERTIES BASED UPON THEIR EXISTING CONDITIONS.
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HIGHWAY FEDERAL AID SHEET - -
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
NATIONAL PRIArrMSr S h e e t N o. 3 of Sheet S
PRINTED IN U.S.A.
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