HomeMy WebLinkAboutSDP200700138 Plan - Approved Final Site Plan and Comps. 2009-01-20L MGIC EXPANSION PHASES
ouNER• Po B GENERATNXN LLC
PO BOX 5546
CHARLOTIESNL[.& VA 22905
Z77
(434)975 -33J<
FAX (434)975-0267
CONTACT.• MR. NENDELL WOOD
ENdNEER:. gN5.ING
60 E TITERSON sm
ur
CHARL0O1OSVILE, VA 229
01 PROPOSED O BUILDING
7ELEPH NE.• (434)293-3719
FAX (434f245 -O300
TAX. MAP NUMBER: 7MP 33 -to (PORTON)
AOREACG'ECOP 3J-10 R 133215 AC MINOR .LTE. PLAN AMENDMENT //�� }\ j� �j /�
LAN IS OF PRO.ECT AREAE LEASE AREA >• t4:76 +/- AURES T / f 71� D P ! � J / ■ / � / 1 3 8 Q
EXISnNGZQN/Nd CO At i'�r// `�Y�/l l/��\r/j �1a// // (�1/jFi►
• ZMA-2007-D0; �; SP -2007-31 B SP -2007-32 APPROVED BY BOARD OF
SUPERVISORS 8-1-07
• ZMA-22006-004;SP-20M
-45SP-2008-I6 APPROVED BY BOARD BF
SUPERVISORS 11-t2-00 4 RIVANNA DiSTRICT
PROPOSED LOS - OFFICE
O ` Ojy V
PROPOSED PHAS/Nd
BUILDING 1: AN OFFICE BUILDING INCLUDING THE FOLLOAINa
4 STORIES (89,400 OFA) OF OFFICE SPACE
• 7 BASEMENT LEVEL (2$:100 GFA) FOR. STORAGE OF 60U1PMENT.k FILES
INCLUDES RESEARCH d DEVELOPMENT USES AND SOT PARKING. SPACES
PRASM
BOLDING. 2. AN OFFICE &ALONG.)NCL.0 ING .INE. FOUOIWNd
•. 4. STORES (89,400 GFA) OF. 00 R SPACE
• 2 BASEMENT LEVELS (4,4200 G ..A FOR STORAGE OF EOUPMENT AND FILES
• W CLUDES RESEARCH d!.DEVEL T. USES AND 204 PARKING SPACES
PHASE A&I
BINLONHC 2 A 3 -STORY REVVENTAL APARTMENT SULOTNG COYSS77NO OF 120
2-SEDROD0 UNITS:
NOTC PHASE 1 W LL BE CONSiRVCTED FIRST. PHASE N COULD BE. CONSTRUCTED a
c.___ _-LL...____a EXISTING CULVERT
FI A DROP INLET & STRUCTURE NO.:
= CURB & GUTTER
TOTAL UNITS (PHASE 3):
PARKING
720 UMTS - PROPOSED
PARKING
120 UN17S - MAXIMUM
SITE PLAN '
DENSITY 120.UNITSAS ACRES- d0 DUTAC
-
MAXIMUM NUMBER
—•^—••--
OF. EMPLOYEES: 806
SHARED PARKING
:BUILDING HEIGHTS. BUILDINGS 1 d• 2 (PHASES I AND 11). 65'. MAX
CURRENT PHASE
BOLDING 3 (PHASE IN) - FUTURE.• 35' MAX
T
NOTE.' SEE ALBEMARLE COUNTY CODE SECTION 18-3.1 FOR
- - - -m -- -
DEFWWN OF &NLOMIC HEIGHT..
' 200 -
SUBDIVISION STREETS CURB d• GUTTER
4"'3
--0
ROAD. EXTENSKXN.'. FOUR (4) LANE DIVIDED ROAD WIN CURB A OJTIE7R
O%
DATUM: HAD 6J SOUTH
STORMWATER MANAGEMENT BIO -FILTER #2
SURVEY PROVIDED BY ROUDABUSH, GALEAL ASSOCYA IES - MARCH 19,:
LANDSCAPE PLAN
2007. ADDInONAL SURVEY PROVIDED BY DOVWION
ai.3
DEVELOPMENT - 1998
R27'
SE7BACKS N07E THE PROPOSED 97£ ISSiURROUNDED to THE NORTH BY PUBLIC RIGHT OF
S
2
WAY,. AND TD THE. SOUIN, EAST AND NEST BY RURAL AREAS
PERM TY. ZOING ORDINANCE SECTONS 18-2t:7.2 AND 18-21.4.
- 358
amomaS SHALL BE SET BACK A MNBIUM OF 3o' FROM. RURAL AREAS IN
ADDITft ANY STRUCTURE OVER 35' IN HEIGHT SHALL BE SETBACK. AN ADD17YONAL
O%
2' FT. FOR EACH ADDITONAL FOOT OF HEIGHT IN EXCESS O' 35. PER .ALBEMARLE
COUNTY 20NWG ORDINANCE SE'C77ON. 18-21.7.1,.SIRUCTIRES SHALL BE SET BACK
AT LEAST 30 FT. FROM ADJACENr PUBLIC STREET RKNHT-DF-WAY.
BASED ON THESE. REGULA77ONM 774£ FO.LOWWG MINIMUM SETBACKS APPLY
(2
as aw d NORTH $ WIN EMI AESL
ZZOG
4
1 (THIS PLAN) 3O' 110' 910' 110'
2.(7VNS PLAN) 30' Ito' Ito' Ito'
SPACES/UNIT} =
3.jFU7URf) 30' 30' SO' 50'
0 23
PARKING. SETBACKS•
PER AL8E71NARLE COUNTY ZONING ORDINANCE SECTION .18-21.7.$ PARKING. SHALL BE SET BACK A
X73 SPACES
W MAN OF 20' FROM ANY ADJACENT RURAL DISTRICT. PER ALBEMARLE DUSTY ZONING ORDINANCE
240
SECTION 18-21.7.7, PARKING SHALL BESET BACK AT LEAST 10 Fr. FROM ADJACENT PUBLIC STREET
i
RIGHT-OF-WAY.
y,.�►
{ i
i\
BASED ON THESE REGILATTONS THE MLOWNG ANWMUM PARKING SETBACKS APPLY
ANN" SETBACKS dORIK sotim EESI Awl
J/
FOR PARKING AREAS 10' 20' 20' 20'
y
2
W
2
NO CONSIRUC71ON AC77WTY INCLUDHO GRADING OR CLEAMG OF WGETAnON SHALL OCCUR CLOSER
THAN 20' TO ANY RESIDEN77AL OR RURAL AREAS &STWM (SOUTH, EAST AND NEST BOWDARIES).
SCREENING SHALL. BE PROVIDED PRIOR t0 FWAL MAE PLAN APPROVAL, AS SPECIFIED IN.SE'CTCN
18-32.7.9 OF THE ALBEMARLE COUNTY ZONING ORDINANCE A COVSERVA770N PLAN SHALL BE REGIIRED.
AT THE TM£ A SITE PLAN IS Mad TIED SHOMW THE PLANTHLIS t0 BE PROVIDED wjN#v THE
VEGETATED SUFFERS AND RHE PROtECTON AND PRESERVA77Ov OF THE EMSTHG PRITCHETT CEMETERY.
OFF -SIZE IMPROVEMENTS
E70S7?NG BOULDERS ROAD SHALL BE EXTENDED AS SHOWN ON THE 517E PLAN, PROVIDING A 4 -LANE
O
DIVIDED PURUC ROAD TO THE LIMITS OF IFN:' PRO,ECT 97E FUTURE EXTENSION O BOULDERS ROAD
SHALLOCCUR AS CONTEMPLATED ON THE PLACES 29 LAND USE PUN. ALL ROAD IMPROVEMENTS
�v
SHALL COMPLY WIN VDOT STANDARDS FOR PUBLIC ROADS IN ADWTDV, A DUAL LEFT TURN UNE FOR
SOUINBdAG ROUTE 29 SHALL BE ADDED WHEN WARRANTED PER MOT REGAREMENT&
EVS77NO LANDSCAPE FEA7URES• MATURE HAROAOOO FOREST (OAK POPLAR, HICKORY)
HISTORIC RESOURCES. EVS77NG PRITCHETT FA ALY CEMETERY LOCATED ,MUST. WEST OF THE SITE SHALL NOT
FE IMPACTED By THE PRO.ECT. EXSnNG STONE PIERS LOCATED ,.VST EAST OF THE SITE SHALL. NOT
•.-�'
OE IMPACIED BY THE PROEECT. nN£SE MIES ARE NOT LISTED ON STATE AND/CR NATIONAL HISTORIC
REGISTERS NO 07HER.P07E7N77AL IWS70MC RESOURCES: ARE KNOWN TO EXIST W ININ .THE VICINITY.
OPEN SPAGE:• APPROXIMATELY S ACRES OF OPEN SPACE (33x) HAS BEEN DESIGNATED. DURING pHASE 117,
RECREATCW AREA WINN :THE DESIWUTED OPEN SPACE SHALL BE PROVIDED, IN COMPLIANCE WIN
SEC77O N 18-4.16 OF .THE ALBEMARLE COUNTY ZONING ORDINANCE. SPECIFIC RECREATCH FACILITES
AND OPROVE'MENTS SHALL BE DETERMINED AND DESIGNED DURING THE DEVELOPMENT OF THE 57F PLAN
THAT INCLUDES. PHASE III BUILDING ,1 DSS ACRE HAS. BEEN RESERVED FOR RECREATTONAL USES
-ACCESS KNAWLARI PEDESTRIAN ACCESS MAY PROVIDED TO THE SIZE FROM THE ADJACENT PROPERTY
TO THE WEST. MINOR DEWA77ONS 70 7HE LAYOUT NEEDED 70 ACCOMMODATE' SUCH CONNECTON SHALL.
BE SUB,ECT TO .THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT.
CRI77CAL SLOPES THERE ARE NO SLOPES AN EXCESS OF 25S ON THE SITE.
DRAINAGE DISTRICT. RIVANNA DISTRICT
DRAINAGE WATERSHED: NORM: FORK. RIVANNA BELOW WATER SUPPLY INTAKE.
UGHTNd NO 1JOH77NG:SHALL EXCEED MOO LUMENS ALL EXTERIOR LIGH77NG FIXTURES SHALL
BE FULL -CUT-OFF
SIGNAGE. PROPOSED SIGN SHALL BE SUBJECT TO A SEPARATE SIGN PERMIT.
LEGEND
c.___ _-LL...____a EXISTING CULVERT
FI A DROP INLET & STRUCTURE NO.:
= CURB & GUTTER
0 22608
1 7/14/08
SCALE: P = 400'
VICINITY MAP
PARKING ANALYSIS
EC -3A DITCH
PARKING
PARKING
PARKING
:DEPTH OF EC -3A DITCH
SITE PLAN '
EC -2 DITCH
-
DEPTH OF EC -2 DITCH
—•^—••--
EARTH DITCH.
SHARED PARKING
DRIVEWAY CULVERT
CURRENT PHASE
BENCH MARK
T
VDOT STANDARD STOP SIGN
- - - -m -- -
EXISTING CONTOUR
' 200 -
PROPOSED CONTOUR
4"'3
--0
THE TOP ELEVATION DENOTES THE PROPOSED ELEVATTON
O%
OF THE RETAINING WALL & THE BOTTOM ELEVATION
STORMWATER MANAGEMENT BIO -FILTER #2
DENOTES THE LOWER EXPOSED PROPOSED ELEVATION
LANDSCAPE PLAN
OF THE RETAINING WALL.
ai.3
PROPOSED SPOT ELEVATION
R27'
27' RADIUS: ON F/C
0 22608
1 7/14/08
SCALE: P = 400'
VICINITY MAP
PARKING ANALYSIS
PHASE/
PARKING
PARKING
PARKING
PARKING
SITE PLAN '
BUILDING IIIREQUIRED
-
REQUIRED -
PROVIDED -
PROVIDED -
SHARED PARKING
DP -1
CURRENT PHASE
CUMULATIVE
CURRENT PHASE
CUMULATIVE
DRAINAGE & UTILITY PROFILES
PHASE 1-
BUILDING t
89,400'80%/200
= 358
358581
DRAINAGE COMPUTATIONS
581-
O%
89.400 GSF*
STORMWATER MANAGEMENT BIO -FILTER #2
LL -1
LANDSCAPE PLAN
LL -2
LANDSCAPE NOTES & DETAILS
PHASE II -
89,400'80%/200
S
2
S
Z
BUILDING 2
- 358
71&204
783
O%
89;400 GSF*
z
PHASE III -120
(2
ZZOG
4
V
BUILDING 3
SPACES/UNIT} =
B56
0 23
783
X73 SPACES
120 UNITS
240
i
i
SHARED = 18.1%
N
o
z
y
2
W
2
t. BUILDING I INCLUDES AN ADDITIONAL 22,100 SQ: FT. OF BASEMENT. STORAGE AREA; BUILDING 2 INCLUDES AN ADDITIONAL 44,200 SO. FT. OF
BASEMENT STORAGE AREA, A SEPARATE PARKING MODIFICATION REQUEST HAS BEEN SUBMITTED TO WAIVE PARKING SPACES THAT WOULD
OTHERWISE BE REQUIRED FOR THESE BASEMENT STORAGE AREAS.
2. TEN (10) LOADING SPACES ARE PROVIDED. THESE ARE IN ADDITION TO THE PROVIDED PARKING.
11111110
STORM SENER REVISION FOR FUTURE TE -9/ OF BOULDERS ROAD (SIM 54-52).
S70RM SERER REVISED :BEHIND BUdDINC III (SIM 10-4)
STORM SEMEN REVISED 70. REROUTE DRANAGE (STM 74-64).
STORM SENER. REVISEDVERTICALLY (STM 66-74)
MODIFIED ACCESS ROAD BEHIND allXDhWff
ADDED RETAINING WALL AND GRADING BEMTID BUBAWG.
REMOVED S'NM POND AND. ADDED A: BYOFKTER
SANITARY SEVER RE-AL/O040VT TO SERVE BUILDING 0
ADDITON OF. 2. BASEMENT LEVELS FOR BUILDING JQ
UPDATEDSTARM SENER EASEMENT TAKE 70 REFLECT CHANGES
UPDATED DRAINAGE AREAS TO REFLECT STORM SEVER. REVISIONS
.REVISED STORM SEWER SYSTEM RI 71E IN70 A1W X912N (STM 3t-OU7)
STORM SEVER RAGED VER77CAUY (STM 70-74)
: REVISED GRA01NG BEHIND BULLDING 9 ALONG ACCESS ROAD
. REMOVED PARKING SPACES ALONG ROADWAY AND REVISED. STOW SCAM
UPDATED DRAINAGE CALCULA77ONS t0 REFLECT STORM SEWER REVISIONS
.ADDED AN ADDITIONAL .STORM SEWER INLET (STM B28)
AowstMEws To Sroww TER MANAGEMENT AREA.% CALCULATIONS, &
DETAILS FOR BIOFS7ER DESIGN
STORM SEVER REVISION
SHIFT IN LOCA WN OF BUILDING j2.
AM 1ON OF ONE BASEMENT LEVEL
LUST OF SHE'iS W INN SET TNAT HAVE BEEN MODIFIED
REVISED PARKING CALCULA77ON FOR CHANCES TO. PARKING AREA
UPDATED PLAN TOREFLECT .REZONING APPROVAL DATE
Sheet List Table
Sheet Number
Sheet Title
T-1
COVER
S-1
SITE PLAN '
S-2
SITE. GRADING PLAN
R-1
BOULDERS PARKWAY PLAN & PROFILE
R-2
BOULDERS PARKWAY PLAN & PROFILE
DP -1
PROPOSED DRAINAGE
DP -2
DRAINAGE PROFILES
DRAINAGE & UTILITY PROFILES
DP -4
UTILITY PROFILES
DP -5
DRAINAGE COMPUTATIONS
SWM -1
STORMWATER.MANAGEMENT PLAN
SWM -2
STORMWATER MANAGEMENT BIO -FILTER #2
LL -1
LANDSCAPE PLAN
LL -2
LANDSCAPE NOTES & DETAILS
ALBEMARLE COUNTY COMMUNITY DEVELOPMENT
ENGINEERING REVIEW COMPLIANCE CERTIFICATION
I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF
THE ALBEMARLE COUNTY ZONING ORDINANCE, THE WATER
PROTECTION ORDINANCE, THE SUBDIVISION ORDINANCE, AND THE
DESIGN STANDARDS MANUAL, AND ARE PREPARED IN ACCORDANCE
NTH THE ENGINEERING EXPEDITED .REVIEW FINAL PLANS CHECKLIST.
SIGNATURE_------. -DATE------.
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING—np _`_ dis0�1 •�
ENGINEERING_.. tflift G:<—�_.Z=fo—0 0/ _--
BUILDING OFFICIAL_---_.. __
FIRE OFFICIAL _ _ _
AL13EMARLE.CO NTY SERVICE AUTHORITY —
VIRGINIA DEPARTMENT OF TRANSPORTATION - t^. ;a
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR
.DAMAGES T0. THIS PROJECT PRIOR TO ALL FINAL. PLAN APPROVALS,
AfTw,04A -i
PROFFER 3TATEMt%T 41t j
31401
NGIC EXYANWOK
Date Aopat7,2097
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PROVIDED REQUIRED IN SECTION --- OF THE
� � � / % ALBEMARLE COUNTY ZONING ORDINANCEAS SHOW ON SHEET-
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TIE-IN t--"`1--1aeG.V.,
X 1 1 .V.
2" G/" 2 �;
8 G.V.. da PLI
•. l/' Vf
EXISTING R.O.
NOTE: SANITARY SEWER MANHOLES AND PIPE
APPEAR HIGHER THAN EXISTING GRADE. THIS
PROFILE SHOWS EXISTING GRADE AT WATERLINE
ALIGNMENT. SEE SHEET DP -4 FOR SANITARY
SEWER COVER NTH EXISTING GRADE OVER
THAT, ALIGNMENT.
J
12• WA
I SEWER
GNMENT
EXISTING � � �
GRADE -
AT WA... /...
i
r
w
/ W
< / L~LI
f J
3' MIN X D.
FA
FA
CL
AND
WA
LU
W
RUSTIIC - -- - _- y 47M.66
s 1 GUARDRAIL GUARDRAIL gg INV:"4G8: 3
G PROPOSED R/W TO UNE UP WITH FACE INV. 467.25 C9 '#KIV 468.63 711�1
OF CURB INV. 467,05
PROPOSED RA.W. - - / / \ \ 8" SDR 35
r ��j h �• -L-95.19.55XI
E D.I. CL 52 v
'' S0
V. 'L-254;54; 50.54X_
PROPOSED GR -9y / L-1 LEVEL READER - 6°
\' / ^•. � ., >. `� _ 25' UTILITY ESMT.
GUARDRAIL END SEC ION , L 1O', W�6'. D O.5' , r '
" 1 / --4- CgNCIDES W/ PJL __ .-, 8' SDR 3'S
r-
\ _ L-225 55': 50.55%
BOULDERS ROAD
HORIZONTAL ALIGNMENT
INFORMATION
4>-
�Emcm
PVI STA:
12+00.00
H
PVI ELEV:
468.000
OTE.^63 STRTT� EE� POPppWHI. SED LONG POU ROA ALL/
ST4E %E S SH LL BEIFR XINUS AMERIC NA .ASH)!
\ � ALI�E�t=� V/ \SE�\St{EE� l 2\ FOR D�\ ILS.
J
SDR 35
\ L-396.09: 9.46X
\ rpi \ 1 1 r l I l / > / ,- v c \ 1 ,.. , , ....._ \: ✓ � � -"- .. -�\\` � c ,. `�. '� � i \ \ i �- ( � ,, \ \ \ ,I I I / � 1
$\ r REMOVE PLUG AND --�i�\ \ \ '\ \ -
\ L TIE -1N TO EXISTING 7�\ ,\
12' WATERLINE.
12' CLASS 52 D.I. ' // \ \ \. T _ f / / i \ \ \ \ RIGHT TURN ANE
t `t 1 r!�\. �' "\ `\� i �� \ ,. / J _ \ l 7 r NO i END gg6TI OERS ROAD \
WATERLINE \K? J �� - - / \ ' i y AT S kAT10N 29+`00 '
9RE _ -' - - ' -- J AIR RELEA
\ _ I
_:. �t� A � A \ � J � Y � \ e�anA^itS � �'� -� /'� � �
r
TT R. COLI
No. 35791
It
q1
I
J _ \.go TING 18OX BE MN AS RE RED WIROAD C STRUCpON _ 12Xa' TEE
TIE-IN t--"`1--1aeG.V.,
X 1 1 .V.
2" G/" 2 �;
8 G.V.. da PLI
•. l/' Vf
EXISTING R.O.
NOTE: SANITARY SEWER MANHOLES AND PIPE
APPEAR HIGHER THAN EXISTING GRADE. THIS
PROFILE SHOWS EXISTING GRADE AT WATERLINE
ALIGNMENT. SEE SHEET DP -4 FOR SANITARY
SEWER COVER NTH EXISTING GRADE OVER
THAT, ALIGNMENT.
J
12• WA
I SEWER
GNMENT
EXISTING � � �
GRADE -
AT WA... /...
i
r
w
/ W
< / L~LI
f J
3' MIN X D.
FA
FA
CL
AND
WA
LU
W
RUSTIIC - -- - _- y 47M.66
s 1 GUARDRAIL GUARDRAIL gg INV:"4G8: 3
G PROPOSED R/W TO UNE UP WITH FACE INV. 467.25 C9 '#KIV 468.63 711�1
OF CURB INV. 467,05
PROPOSED RA.W. - - / / \ \ 8" SDR 35
r ��j h �• -L-95.19.55XI
E D.I. CL 52 v
'' S0
V. 'L-254;54; 50.54X_
PROPOSED GR -9y / L-1 LEVEL READER - 6°
\' / ^•. � ., >. `� _ 25' UTILITY ESMT.
GUARDRAIL END SEC ION , L 1O', W�6'. D O.5' , r '
" 1 / --4- CgNCIDES W/ PJL __ .-, 8' SDR 3'S
r-
\ _ L-225 55': 50.55%
BOULDERS ROAD
HORIZONTAL ALIGNMENT
INFORMATION
405 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,
W tai.
W 9+00 9+50 10+00 10+50 11+00
1,
PVI STA:13+60.00
PVI ELEV. 473.000
A.D.. 1.48XX
K: 107.80
VC LENGTH: 160.00'
HP STA:14+40.00
HP ELEV:474.31
11+50 12+00 12+50 13+00 13+50
Ha
ZT
N
ti
i
Z
g_,
LU
No 77�
L
C'4
W
J
d
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w 0
H 0
p Qw a
>
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:R ELEVATIO]
4X LEFT
Ul
W W w
1: < 0 a
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--� O¢
h 4
LV
x 0 152
C0 X
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00 i^=50'
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SHEET NO,
00 14+50 D i 17,0 \ R-1 a
4>-
PVI STA:
12+00.00
H
PVI ELEV:
468.000
Horizontal Alignment Station and Curve Report.
A.D..-2.31=
Alignment: BOULDER ROAD
Ki 69.39
Desc
Desc -Station Spiral/Curve Data Northing Eostmg
W
G3
VC LENGTH:
160.00'
`-- ---- -- _ _ -_. ---
HP STA:12+80:00
__ ---- --------------- - ---------------------------------------- -
HP ELEV:470.50
PI 9+50 3945081 9210 11507386.4087
O
Length740238Course N 89-09-23.62 E
O
w
O
0
N
"'
00
o
------_ -- ---- - -----------------------------------
490
-- --____-- --
PI 10+24:02 39450830107 11507460.4245
±
N
Length 6582424 Course: S76-07-13.05 E
Delta: 14-43-23.34
U
n >
W
n
_(�
Circular Curve Data
>
PC 9+50 3945081 9210 11507386:4067
CC :3944509 0231507394.8428
ii38 ;i507532.2869
u1
PT 10+9723 394506525
Delta: 14-43-23.34 Type:. RIGHT
Radius: 572.9600 DOC: 09-59-59.86
=
Length: 147 2321 Tangent: 74.0238
((j
Mid -Ord: 4.7227 Extemol 4,7620
Chord 146.8273 Course S.83-28-54.72 E
175'
TRANSI110N
Es 4.7620
- ----- -- --- ------ ------------------------------- _-- -----
480
PI 16+81.45 39449251087 115080994472
n
EXISTING
GRADE
Length 7938546 Course N 11-57-4878 E.
J_
M
++y(
SOUTHERN
R
Delta 91-54-58.17
LL
- --- --- --- ---- -----------------------------------------------------
0
Circular Curve Data
GRADE
PC 10+97.23 .39450652536 11507532.2869<
II
EXISTING
AT
CC 39456787564 11507667.8275
PT 20+03.63 3945496 6379 11508220.5495
D_
V) W
NORTHERN
R/W�
LU
EXISTING
Delta: 91-54-5817 Types LEFT
Radius: 5650000DOC: 10-08-27+05
10
GRADE
Length: 906.3954 .tangent: 584.2186
Mid-OrdC 1722208 External 247.7339
Chord: 812:2794 Course N 57-55-17,87 E
Es 247 7339
J
_
:--r'
470
-.
-
--------- ------ - -----------------------
/
(�
✓
9---------------
PI 22+1326 3945701.7206 11508264.0048
Len th 7303958 Course "N 52-40-37,23 E
Delta 40-42-4&45
O
______________________________.._ _.________-_..__--..___-___---_---___--_-
Circulor Curve Data
PC 20+03.63 3945496.6379 11508220 5495
.✓d
f
'/
CC 3945379.5194 11508773.2775.
PT 24+0511 3945828.8245 11508430.7138
Delta: 40-42-48.45 Type: RIGHT
Radius: 5650000 DOC: 10-08-27.05
Length: 401 4799 Tangent: 209.6360
/
Mid Ord' 35.2871 External: 37.6378
Chord 393.0864 Course:. N 32-19-13:01 E
Es: .37.6378
460
- -
PROPC
pi 47+65.43 3947254 45 11510300.56
i
len th 1457.343 Course:. N 88-50-48.02 W
Dellta. 141-31-29.00
-- ----- ------ ------------- - -------------------------------------
Tangent. Data
/
24+6517 394629,3810 11508430]738
/
'12" GL
52 D.I. WA
30+65.76 3946229.3810 11508456.0819
Length: 660.65 Courser N 52-40-37.23 E
405 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,
W tai.
W 9+00 9+50 10+00 10+50 11+00
1,
PVI STA:13+60.00
PVI ELEV. 473.000
A.D.. 1.48XX
K: 107.80
VC LENGTH: 160.00'
HP STA:14+40.00
HP ELEV:474.31
11+50 12+00 12+50 13+00 13+50
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