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VICINITY MAP
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OLD TRAIL VILLAGE PHASE 6
BLOCK 3 PHASE B
MINOR SITE PLAN AMENDMENT
GENERAL NOTES
Sheet Number
OWNER:
BEIGHTS PROPERTIES 1, LLC
COVER
800 E. JEFFERSON ST.
SITE PLAN
CHARLOTTESVILLE, VA 22902
APPLICANT
BEIGHTS CORPORA71ON
GRADING & DRAINAGE PLAN
5380 GOLF DRIVE, SUITE 103
ROAD PROFILES
CROZET, VA 22932
DRAINAGE MAP
PHONE. • 434 - 823 -2003
DRAINAGE & UTILITY PROFILES
FAX: 703 - 997 -1490
ENGINEER:
COLLINS ENGINEERING
800 E. JEFFERSON STREET
Z
CHARLOTTESVILLE, VA 22902
HEALTH DEPARTMENT
TELEPHONE. (434)293 -3719
FAX: (434)245-0300
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CONTACT MR. SCOTT COLLINS, P.E.
EMAIL: scott @collies- engineering.com
PRE— APPLICA TION
CONFERENCE.
NOVEMBER 5, 2007
ORIGINAL PLAN:
OLD TRAIL VILLAGE PHASE 6 BLOCK 3 — PHASE B FINAL SITE PLAN
SDP- 2009 -093
TAX MAP NO.:
055E -01 -00 OOOE1
FAX:
1.195 AC. (THIS LOT)
6.8 AC. (OVERALL BLOCK 3)
ZONING:
NEIGHBORHOOD MODEL DISTRICT
APPROVED WITH PROFFERS 9 -14 -05
BY ALBEMARLE COUNTY BOARD OF SUPERVISORS
NOTE. • COPY OF PROFFERS PROVIDED SEPARATELY
USE.-
TOWNHOUSE UNI IS
19 CURRENT + 5 FUTURE UN17S = 24 TOTAL UNITS
DENSI TY-
24 UNI TS/ 6.8 AC. = 3.5 DU /AC.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES
SUBDIVISION STREETS. •
CURB & GUTTER
DRAINAGE DISTRICT •
LICKINGHOLE DRAINAGE BASIN (LICKINGHOLE CREEK IS RECEIVING WATERS
FOR PROJECT)
WATERSHED:
S. RIVANNA RESERVOIR
TCPO & SURVEY
TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON,
PL IN OCTOBER, 2009.
EXISTING VEGETATION:
ROLLING GRASS FIELD WITH NO EXISTING TREES
LIGHTING.
ALL OUTDOOR LUMINAIRES SHALL EMIT LESS THAN 3,000 MAXIMUM LUMENS
S7REET LIGHTS SHALL NOT BE PROVIDED.
PARKING. •
PARKING L07S SHALL BE SHARED AMONG ALL USES AND LOCATED W17HIN A
COMMON ACCESS EASEMENT. ON— STREET PARKING PROVIDED SHALL NOT BE
STRIPED.
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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SHEET LAYOUT
SCALE: 1" = 150'
CURRENT OWNER /DEVELOPER
MARCH MiOUNTAIN PROPERTIES, LLC.
BEIGHTS DEVELOPMENT CORPORATION
800 E,:AST JEFFERSON STREET
CHAR.LOTfESVILLE, VA 22902
ENGINEER
COLLINS ENGINEERING
800 EAST JEFFERSON STREET
CHARLOTTESVILLE, VA 22902
434.293.3719
Sheet List Table
Sheet Number
Sheet Title
T -1
COVER
S -1
SITE PLAN
S -2
UTILITY PLAN
S -3
GRADING & DRAINAGE PLAN
R -1
ROAD PROFILES
DP -1
DRAINAGE MAP
DP -2
DRAINAGE & UTILITY PROFILES
DP -3
DRAINAGE CALCULATIONS
LL -1 LANDSCAPING PLAN
MINOR SITE PLAN AMENDMENT
PROPOSED CHANGES:
Q1 ALLEY ADJUSTMENT
Q2 MODIFIED LANDSCAPING
Q3 ADJUSTED STORM SEWER AND SANITARY SEWER UTILITIES
WITHIN THE ALLEY
Q4 REMOVED 5 LOTS TO SHOW AS FUTURE LOTS
Q5 UPDATED TOWNHOUSE UNIT FOOTPRINTS
R.SLOi[�1t
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EXIS77NG CULVERT
DEPARTMENT OF CO DEVE OP
CUL VERT
0
DROP INLET & STRUCTURE NO.
— _ —
CURB
-w
CURB & GUTTER
-- - - - - -- 200 -- - - - - --
PROPOSED PAVEMENT
?pp
EC -3A DITCH
s.
DEPTH OF EC -3A DITCH
._�
EC -2 DITCH
6~
DEP7H OF EC -2 D17CH
APPROVALS
EARTH DITCH
DEPARTMENT OF CO DEVE OP
DRIVEWAY CULVERT
BENCH MARK
— _ —
CLEARING UMI7S
-w
VDOT STANDARD STOP SIGN
-- - - - - -- 200 -- - - - - --
EXIS77NG CONTOUR
?pp
PROPOSED CONTOUR
N
J
PROPOSED SPOT ELEVATION
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TBC DENOTES TOP/BACK OF CURB
ALBEMARLE COUNTY SERVICE AUTHORITY
T/B DENOTES TOP OF BOX
APPROVALS
DATE
DEPARTMENT OF CO DEVE OP
PLANNER/ZONING JjLe
O
ENGINEER
INSPECTIONS
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DEPARTMENT OF FIRE RESCUE
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ALBEMARLE COUNTY SERVICE AUTHORITY
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VIRGINIA DEPARMENT OF TRANSPORTATION
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HEALTH DEPARTMENT
>Cp�fT R. COLLINS!Z
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SEDIMENT 0 D LA N L MlTS
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/:-6 cNOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCK sIONAL E
_ ROADS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS
- --- -- - -- - --
RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN
X.
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THE EXISTING ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB
\ AND GUTTER CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND
68cL-
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ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT
• -y 8 \\ ` \ `\ BEING PLACED.
, 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY
_'.
X670 - , j--% 5 f :. 4 I \ \ ` \ \ \ \ \ ` \ \ \ \ \ \ \ k)' SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE
/ ADJACENT PROPOSED CURB ELEVATIONS. a
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Alignment: MORNINGTON COURT o a
Description: E2 Z
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Radius: 44.000
° d Tangent: 1.928 \ Length: 3.853
OC
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4 \ � Mi-0rd: 0.042 Et l: 0.042 am SEDIMENT �
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° d d p' ° C ARKING LOT Delta: 05° 01'01.5710' Type: RIGHT
\ ° a \\ ` \ \ \ \ / /
/ \ ° I I \ \ \ \ \ 1p '\ \ \ \ \ \ - _ _. - / Radius: 56.000
Length: 4.904 Tangent: 2.453
/ d \ \ \ _ 1 - - - Mid -Ord: 0.054 External: 0.054 W o 0
\\ \ \ S" ° : \\ ° d a _ _ ( N \ ; _ Chord: 4.902 Course: S 32° 39' 35.1576" E
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4 ° d ' 1 -- \ \ - - ' ' \ \ ` \ _ - - ` ' Length: 101.290 Course: S 30° 09104.3721" E
da ° Circular Curve Data
'Deb: 03'37'53.5194" Type: LEFT
FUTURE DEVELOPM ENT, \ \ \ ` - -- - - Y - Radius: 44.000
4 Length: 2.789 Tangent: 1.395
_ \ Mid -Ord: 0.022 External: 0.022 L9 01�
Chord: 2.788 Course: S 310 58'01.1318w E
Tangent Data
ROPOSED 6' PLANTING STRIP 8� \ \ ` M W
/ \ , \ \ \ \ q ..: • , \� . • I \ \ \ \` •, r Length: 16.304 Course: S 33° 46' 57.8915" E
5 SIDEWALK AS SHOWN AND DETAILED \ \ \ / M
S `•'' ` : 4. s ` IN THE APPROVED "OLD TRAIL VILLAGE \ \ \ \ ' / r' r/ Circular Curve Data 01
PHASE 6 BLOCK 3 PHASE A SITE PLAN / r r Delta: 03° 44'28.2073" Type: RIGHT Q
�. -DATED 6/'8/08 /� Radius: 56.000 m o
'� \ r \ \ - _ _ - . -- -PROPOSED CLAREMO_ NT LANE APPROVED ON \ \ , Z
\ \ \ \ \ Q \ THE APPROVED "OLD TRAIL.VILLAGE PHASE 6 \ \ \ r / / Length: 3.657 Tangent: 1.829 �'
.' BLOCK 3 PHASE A SITE PLAN" DATED•618/Q8_ _ _ _ _ I / / / i W a
_ . / / / r Mid -0r+d: 0.030 External: 0.030
P \ , \ \ ` ` Chord: 3.656 Course: S 31 5443.7878" E tV
/ s \ \ r rl / I Q
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PROPOSED VARIABLE WIDTH SIGHT DISTANCE EASEMENt r I Tangent Data Q
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�� \ s- \ \ ` Ir / r t Length: 23.367 Course: 330° 02' 29.6842" E c'V Z n
\ N
5 >4 - - - - -- - - �/- - \ \ \ - EXISTING SANITARY \ \ it / lr \ a
\ \ s SEWER - - \ \ ° 1 \ \ Alignment: MORNINGTON LANE 06
>3 223
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& EXTEND CG 2 ALO PO , I Tangent Data z
\ \� 6 \ SfiO� : ,.... '.'•::4 R..::.'. '....:�:I<+ 14 \ I r \ \ W
�.E/P= EfP':':':'::': '.:::' .': ::: �•':',;::. i Length: 69.736 Course: N 59 5T 30.3180" E v w
ORINIA \ \ \ \ O `cP. A 0' ' '':':':'.'' ' \ TIE -IN PRIVATE ROAD TO PROPOSED CLAF EMONT LADE. THIS PO TION OF,
\ \ \ • `' \ ::''''" . ' :::.:' --, ..................::' ... �\ .. \ EM NT LANE FROM THE ENTRANCE F TH POOL PARKING �OT TO�fHE Circular Curare Data �� �--i o z
\ DOT STD E s:•;.: CLAR O Q H
1.8 :. :'..:.:::'..... :...: $��....'; \ , \ \ INTERSECTION OF BROOKLEY DRIVE SHAD. BE NSTRUCTED►TO PROVIDE Delta. ° a
\ \ \ \ 12 (TYP) / y'' :.. ` '� \ \ i 79 56 34.8166" Type: RIGHT v] V J C o
\ \ \ .t: ••'� ... :::::'' " ::::::..:: ....... DE (TIP. :'''::.. :: y .:: \ ACCESS TO THE PROPOSED DEVELbPMENT OF IS SECTION IOF HbUSES: 0
AREA OF SIGHT \ \ i ' / I \ I Radius: 100.000 W z `o 0
24 DISTANCE \ ' \ ; r \ a
\ \ \ I \ r Length: 139.527 Tangent: 83.825 a .-
/ ACCESS •:;:. I"''
\ \ r ' EASEMENT \ \ I \ \ M 3
_ _ -- \ - / - • _ 4�,r ': ' Mid -Ord: 23.364 External: 30.486 W
......... . .
.... O C
EASEMENT VDO \ \ r I i r \ \ \ \ o
STD ` \ 1 I I t \ 80° 04' 12.2738" E � a. _
sr 'Chord• 128481 Course: S W U
15' R R YARD CG -12 �1 \ \ \ \ % / \ \ Tan t Data i� W °� C
SETB*CK STREET r::, aen
uN�� - SIGN :.' \ \ \ 1 r i r \ - Length: 140.737 Course: S 40° 05'54.8655" E ►`�ti+
DECK P. 'N \ \::::'�,r :. 24' a i r ►•+.� Q ~ En
ACCESS I I = „
-
/ EASEMENT .:.:.' ::.: PROPOSED VARIABLE WIDTH SIGHT PISTANCE EASEMENT Alignment: MORNINGTON PLACE x 0.
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Description:
T
4 ' <%, \ M
::..� \ ' J ..'::'::':::'::': ' G� \ l I r r I Tangent Data W
Length: 300.000 Course: N 590 59'16.8973" E
: ::::::::: ....... STOP\
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�\ V - - . � Q
SIGN
\ i r I ` - - -- - - `'PROPOSED VARIABLE 0-
ORDER STOP -. : O z w
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/ APPROVED CI,AREMONT LANE -- - ____ � �
' \ • \ QG• �y �s IZ \ i AS SHOWN ON APPROVED - 6 � ` - - \ J -� 0
/ ' � r • \ � R A� PLANS TITLED;-
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.' ::...... 1 / ��, \ - - "OLD TRAIL�LOCK 4 ROAD PLANS" o
PORCH ('f YP. • , i / d .. 20� •,:':':.. / / / ' \ \ /DATED 2117/09 W o
/ J _- o6
' ♦ ;� , ACCESS FUTURE DEVELOPMENT ° / / \''�, \ ' • _ _ _ - ' \
EASEMENT
CONC M 15 REAR YARD 1• `5.,. / - / _- >�
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\ ♦ SETBACK
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r ` ' VDOT STANDARD 5- - `• \ s ' ' \ \ `o
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/ / r / \ ♦ TURNAROUND
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l l r \ ♦ r . \ AS SHOWN ON APPROVED - - - - ` OQ� ° •+ / / ' ' ' e!Y • \� rr a v=i °v o
/ \ �/ \ JOB NO. ..
/ \ ♦ \
♦ ROAD PLANS Tt'AED, / /
"OLD TRAIL BLOCK 4 ROAD PLANS" \ r
♦ \ 02006 '
(SATED 2/17/09 / - ' PRAPHIC SCALE o
/ \ •' ,'. \ • / .°. 30 0 15 30 60 120 4< \ ,N
/ / \ ♦ \ , ' _ \ s \ SCALE
IN FEET) s o
_ / \ \ ♦ __ s / ° = ft. \ \ \ \ BLOCK 2 SHEET NO. a o
/ , \ \ ♦ �• .. 1 inch 30 4 \ N
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-_6 -' FEMA ODPLA/N MAP,
MAP NO. 51003CO237D
�68Q -- _ I _ PANEL NO. 0237D
S TT R. COLLINS_�
8 I DA TE: 2/4/05 �U Lic. No. 035791,E
•
♦ , \ \ ' 670 _ ' /� ' — 5 a ' - — I - \ \ ` , ` . \ \ \ ` \ \ \ NOTE: THIS PROJECT IS NOT LOCATED WI THIN FLOODPLAIN LIMITS
V •.A� _ v ` v v
10 E
I ; GRAPHIC SCALE
30 0 15 30 60 120
i ° d a
d ° ° \ \ \ \ \ \ \ \ \ \ \ ( IN FEET) Q
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law \ \ \ ` / _ d uj
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4 METER FOR POOL
_ _ \` \
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a ° d ° E NE IREM VE kUG 8 FUTURE DEVEL6PM NT
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OIdTrIV'd -1-3
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' , ✓/ \ ,, , • �,` � .1 ° ROOF D N M \ .; / \` NOTE: EXISTING SANITARY SEWER LINE
TO ` 'B '9 ; \ \ _ , -- _ _ _ _ _ TO BE REMOVED AND LOWERED. ADD
20 Z% \� : , N1ii�0 -TO RECEIVE SANITARY SEWER I �
\ \ 3 FLOW FRC►M�LOCK 3,CONNECT BACK TO \ \ \ r / / / / / / I 1 6 6 6
OIdTrIVII -1-3 MANHOLE.
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- ATP 690.49 1 I'
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YLOP F_ /67 T
TP �� \ \ • \ 1 1 t
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12" WATERLINE APPROVED WITH I I / \ 1 n
BLOCK 3 PHASE A CON, STRUCTION I ! I I \ 1 °T
PLANS
' / ' \ \ \ / . . / / / �' A RLI O�� \ \ •° \ EXISTING MANHOLE { I �� / r 1 { \ \ _ °
OIdTrIVil -1-3A
/ ,-- \ \ _; :. : ' 8 SERV CAE (TYP) 6" 22.5° BE � . � .• \�� \ '' . \ I I / i \ � \ I \ _ N �,
EXISTIN ALL PRPPOSE
8 EDUCER TP .44 \ .''. ° \ NITARY \ W!T ERLINE 4'F f 1 \ \ { \ - - - ' ` - 0
SA
- - ' - ' \ +\ \ \ \ / ,2 .'. \ FIR HYD •� \ ,� 50 \ SEWER EDyE OF PAVEME / r \ - r� CL _
R. WIT 9� ASS BLY
IItTY EMENR
° BEND H o3 � 71 FI HYDRANT poll W o 'LAST DRiJNAGE
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" / VAR. WIDTH ACSA O , r
8 AD kYLOPLAST ROOF DRAINAGE UTILWVVEASEMENT 8 LUG / \ \ w o 3
/ SYSTEM. TIE -IN ROOF DRAINS/FROM UNITS ♦ : �: �f• T
- \ I ' \\ - - Z
1 -7 I TO DRAIN LINE AND CONNECT TO EASEMENT
TRUCTURE 3 -14 , - \ _ _. _ - - - uj
Lj
v
♦ 1 EPARAT T 9. C PT �� ' j ' ` \ - _ - �,.J o
' NOTE: IN TOWNHOUSE UNIT 9 5' FROM �' ` _ CON ' / c �, <. \\ - O M w
•, W
A INE 6 ".G'.rl�/. RED LO - - ' f \ \ - - - - �� C/� z 2
' EDGE OF PAVEMENT AND INSTALL WATERLINE � � ` ITAR1( \ / - • ' .. • \ z V)
_J °
0.5 FROM INSIDE OF EDGE OF PAVENT TO i ♦ \ EWER 1 r '` - - \ o `
- ' - ENSURE 10' SEPARATION FROM WATERLINE TO / r 2 TYPE: A
- v - TOWNHOUSE KNIT OVERHANG AN FOOTING ^ ♦ I $k�t' '� BLOW -CDFF
CL
_ _ / / ! \ ♦ � ' / \ \ = _ -- - - �` �� .. °. NOTES: • W ao
_ - - - // \ ♦ -'� 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR BLOCK 3B ROADS TO ANY ROAD EXISTING OR UNDER
- - ` " ' / / \ ♦ \ \ , - ' ,. = ' CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE p 0 o
r \ ♦ {• EXISTING ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT 'J
ENGINEER TO INSPECT CURB AND ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING O
/ I \ \ ♦ _ �� k . y' / '%� - PLACED. o
i _ _ r \ ` ♦ �•�. / �= / = 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT
/ \ • •. °
— / _ , _ , ' ,I \ \ \ \ ♦ �- '' r. , , . ' MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS.
tu-
♦ C', / 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE rn
Lu
•' 7 4 ' • . - TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING a N 7 „
FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO JOB NO. °
BLOCK 1 , , - ' ' ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 2
02006
- - - - - - " - - _ - -- - ' ' - \ ♦ - ' ,' , - 4. PRIOR OF INSTALLATION OF LATERALS AND WATER SERVICES FOR PHASE C, THE CONTRACTOR SHALL CONTACT THE N
ENGINEER & ACSA TO CONFIRM THEIR LOCATIONS. SCALE °
' ♦ `' \ \ ` / - _ - ' 5. NO PART OF BUILDING FOOTINGS OR OVERHANGS MAY BE LOCATED WITHIN TEN (10) FEET OF WATER OR SEWER MAIN 1 " =30' C
\ LINES. C
_ -_ • \ SHEET NO. o- o
s
77f ,. ay�^ir ;:`' '' ?: s .. � h r -> ! a�. a xYL. � ��ti `4x"�;
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a �,� � MAP NO. • 51003CO237D
S
: r_l� , n PANEL NO : 02370
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DA7F /
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R. COLLNSZ 2 o
NO S.-
L1c. No. 0 5791 �.
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLA/N LIMITS.
7 i 2. THERE ARE NO CRI77CAL SLOPES WI THIN THE UMI TS OF THIS�s`SIONAL E
�'\ \ 670 , - ' , , - 5 �� \ \ \� PARCEL. NO C
� / _ _ I \ Rl71CAL SLOPES WILL BE DISTURBED WITH 7741S
DEVELOPMENT.
orl
STREAM Bt)FFER ` \ \, � \ \ \ \ � J. 7HERE ARE NO PROPOSED RETAINING WALLS WITH 7H /S
\
-6 _ _ \ I I _ _ \ \ DEVELOPMENT.
w - - — GRAPHIC SCALE
°.. Roo
/ //P i ° , d :, 1. ' . a•: a ' I / 1 ' I ( f - _ __ _ \ 30 0 15 30 60 120
0 \ / _
\ \ ♦ \ / ° Q q q - I ' I I\ 11 1 \ I \ \ \ \ \ \ \ \ �\ \ \ - �_ ( IN FEET)
\ \ ♦ \ . / - ° ° v' ' I / \ \ \ \ \ \ \ \ \\ \ \ \ \ �\ \ \ \ 1 inch = 30 ft. g' f
E39 z
\ (C"-' y ` / d ° . , I I \ \ \ \ \ \ \ \. \ \ \ \ \' \ \ \ \ 46� \ \ \\\ \ \ \ \ \ \ \ \ \ \ 1N�a�P y� "'. r� �°'R'i.s t.�• >. C) d J
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X14TING SEDIMENT BASIN \ \ \ \ \ \ \ _ - ` , , ` - Z a'7
\ • d ° v
44 _ v Q° ° x p I I ,\ 6`� r __ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ 1 1 -- _ "'` \ s ,, Vi LL Z
d °° \\ \ \\ \ �\ \ \ \ \ \\ \ \ \ 1 1 W
\ 1 ° \\ i / I _ c z
\ a ° EX ISTING { \ \ — — : ,'
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1 \ i ° ° ° ° PARKING LOT I \ \ \ \ \ \ 60�
\ \ \ \ �, �XISTI ° • ° I \ �
s�
t i
r \ I I I I /
/ �—
68 I I \ \ \ \ l k I I 1 \ \ Q to O
NOTE: CONTRACTOR TO RE -SET EX STING
DRAINAGE STRUCTURE TO ALIGN WITH PROPOSED \
2s . TC .° ! \
TC \\ ' CURBING FOR EXTENSION OF CLAREMONT LANE \
54
'r- ee..e3 \ FUTURE DEVELOPMENT_
\ \ \ \ ' Al .oa \
t
I / I
I I �
—17 _ — 21 — \•' \ —__ \\ \\ I I ' / / // I I ` 66 - - -- �
/ V F=688.3 X87.78 - - - - �Q \ \ \ \ I ( // / / / r I j
\ \ \ CLEANOUT / CHUB . RCH =689. Lu
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696 - LAST ROOF' T
WA aa4 • ' eas FF _ 8.3 FQ�C=H 9.87
GE SYS 13 q >► \ • \ \ - \ I / I / r I I \ I \ M - uj PROPOSED CLAREMONT-LANE AND SORM
SEWER AS SHOWN IN THE BLACK 3A \ I I / I \ \ \ - ` - - - _ _ _ - a
APPROVED SITE PLANS, DATED 618108 I I /' I \ \ ` c'V L
Q Q 2
\ ear. ,
(V
f F-689 I � z
\• FF / 3-8 \ \ _ I I , / NOT : CC�NT'RIACTOR TO TIE IN ALL_ R_OQF -DRAT '� � �
FRO UNITS 1- 7r1N(TO ADS NYLOPLAST DRAINAGE _ - - _ ,y z
Fc\ \ : \ \ I II Ii I \ SYST AN6 AUTFALL PIPES INTO STRUCTUR>.;,-34 - J - - .. a' z w
\ I W 3-9 3 -7 . a z
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0 3-14 \ ,� �� 1 / ` J /. ' M1 or \ \ • ° \ II I \ r W a Z
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op, DRAINAGE /
\ ,► QO��• / _ EASEMENT 3 -15 \ , ,,'P \ /\ ' I \ _- - -_- - __ -_ -_ -'
j, \ \: VARIABLE WIDTH
4 / UTILITY EASEMENT \ / / 0 \ , , ' w M 0 E
it
8 NYLOPLAST YARD / jt+4 9 0 �:
/ > 7 DRAINAGE SYSTEM / • \ -' \ L o
W/ 18" YARD INLETS / ' / /L \ , '\ / C/1 O w
' ' ♦ ;\ \ OUT / \ \- \ c
' ♦ \.• TBs691.7 CLEANOUr F"E DEVELOPMENT ° I — -
-- - / / / ♦ �� INV=W.2 TB=692.1 \ 20' DRAINAGE . ' ' \ \ \ _ _ _ - - - -- - - \ \ Q J W
/ ♦ T \ INV -883.7 \ EASEMENT N 2
o
V U
' / \ ♦ {; ' 8" ADS NYLOPLAST ROOF DRAINAGE - 69 4 - ::: ` , • ;: - _ \ \ \ BLOCK 2 a
/ / \ \ ♦ \ SYSTEM. TIE -IN ROOF DRAINS FROM UNITS , , wO
a
/ \ ♦ 1 -7 INTO DRAIN,LINE AN6 CONNECT TO _ - _ __ - -
- S� RUETURE 3=14 _ - - _ / �� ° STUB -OUT 15" RCP STORM PIPE \ , \ \ \ O X .0
♦ - J
_ , - - - ` - / / \ ♦ =':., ..,' - FUT'UK EXTENSION OF STORM SE \ \ / ° 2
WITH-PHASE C. CONTRACTOR TO MAR \ " \\ PROPOSED CLAREMONT LANE AND STORM O c
I END OF PIPE WITH WOODEN POST AND SEWER AS SHOWN IN THE BLOCK 4 ROAD 0
ENCLOSE PIPE END WITH PLYWOOD TO \ °
/ I \ \ ♦ - ' ! ` PLANS, DATED 2/17/09 , °
PREVENT DIRT FROM ENTERING STORM \ \ �' �"
\ ♦ a / PRO POSED BROOKLEY DRIVE AND STORM - .; •. \ _ °
/
,SEWER AS SHOWN IN THE BLOCK 4 ROAD \\ °' o
' _ \ \ ♦ �,.• - PLANS, DATED 2/17/09 , _ - - - ' \ \ \ SOB NO. a c
- - ' - \ \ \ 02006
SCALE
\ , \ \ \ \ / / / " \ •' \ \ •' — - SHEET NO.
BLOCK 1 \\ ,n / \ ` \ / °
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