HomeMy WebLinkAboutSUB201500102 Plan - Approved Preliminary Plat 2015-10-29r
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SITE DATA:
TAX MAP PARCEL: TM 61 -164 (DB 2476 PG 626; DB 2051 PG 3; DB 1880 PG 98 & 102; DB 4618 PG 737)
ZONING: R4. THIS SITE LIES WITHIN THE AIRPORT IMPACT AREA.
MAGISTERIAL DISTRICT: RIO
PROJECT AREA: 4.84 ACRES. (4.94 ACRES -0.10 ACRE TO BE CONVEYED TO ADJACENT PARCEL)
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
2815 N AUGUSTA ST
SUITE C
STAUNTON, VA 24401
(540) 885 -0920
CONDUCTED ON FEBUARY, 13TH 2015
7j�11�
HORIZONTAL: BASED ON NAD83, VIRGINIA STATE GRID SOUTH
ZONE.
VERTICAL: BASED ON NAVD 88, ESTABLISHED THROUGH LEICA
SMARTNET
BUILDING SETBACKS: FRONT: 5 FT (MIN), 25FT (MAX)
SIDE: NONE, 10 FT BUILDING SEPARATION REQUIRED
REAR: 20 FT
PROPOSED USES: 20 SINGLE FAMILY UNITS
LOTS:
LOTS ALLOWED: 4.84 AC x 4 LOT /AC x 1.05(PRESERVED WOODS BONUS FACTOR) = 20.33 LOTS
LOTS PROVIDED: 20 LOTS
LOT SIZE: NO MINIMUM LOT SIZE (CLUSTER DEVELOPMENT)
PRESERVED WOODS:
PRESERVED WOODS REQUIRED: 4.84 AC x 10% = 0.484 AC
PRESERVED WOODS PROVIDED: 0.605 AC
CLUSTER DEVELOPMENT OPEN SPACE REQUIREMENTS:
OPEN SPACE REQUIRED: 4.84 AC x 25% = 1.23 AC
OPEN SPACE PROVIDED: 1.33 AC
PARKING: ALL PARKING SHALL BE LOCATED OFF STREET IN DRIVEWAYS AND GARAGES.
PHASING: PROJECT SHALL BE BUILT IN ONE PHASE.
BUILDING SITES: PARCELS 1 -20 MAY NOT BE FURTHER DIVIDED. ONLY 1 DWELLING UNIT PER LOT SHALL
BE ALLOWED.
BURIAL SITES: NO CEMETERIES EXIST ON SITE.
WETLAND IMPACTS: NONE
UTILITIES: ACSA
STORMINATER: WATER QUALITY CREDITS WILL BE PURCHASED OFF SITE, WHILE FLOW ATTENUATION
WILL BE ACHIEVED THROUGH AN UNDERGROUND DETENTION SYSTEM..
DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED. THIS PARCEL IS NOT WITHIN A WATER
SUPPLY WATERSHED.
AGRICULTURAUFOREST DISTRICT: NONE
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. NO STREAM
BUFFERS EXIST ON SITE.
BUILDING SITE NOTE: EACH PROPOSED LOT (OTHER THAN THE SPECIAL LOTS) CONTAINS A BUILDING
SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
PARCEL AREA SUMMARY:
PUBLIC RNV
40511 SF
: 11 571 SF
PROPOSED LOT S 6
OPEN SPACE: 53604 SF
TOTAL SITE AREA: 210686 SF (4.84 ACRES)
OPEN SPACE OWNERSHIP /MAINTANENCE: ALL PROPOSED OPEN SPACE AREAS ARE TO BE OWNED AND
MAINTAINED BY A HOME OWNERS ASSOCIATION.
TRAFFIC GENERATION
AVERAGE DAILY TRIPS FOR SINGLE FAMILY RESIDENTIAL (FTE 210) =10 ADT
ROAD A: 200 ADT (20 SINGLE FAMILY RESIDENTIAL UNITS)
ROAD B: 110 ADT (11 SINGLE FAMILY RESIDENTIAL UNITS)
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ROAD CROSS SECTION
ROAD A AND ROAD B
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PRELIMINARY PLAT
COUNTY OF ALBEMARLE, VIRGINIA
6/08/2015
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651
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V %CYIVITY MAP
SCALE: 1" = 2,000'
OWNER:
VALERIE M. SHEPHERD
26 CLIFTON TERRACE
WEEHAWKEN NJ, 07086
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DEVELOPER:
MILESTONE PARTNERS
300 2ND ST NE
CHARLOTTESVILLE, VA 22902
CONTACT: L.J. LOPEZ
TELEPHONE: (434) 245 -5803
EMAIL: LLOPEZ @MILESTONEPARTNERS.CO
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, PE
TELEPHONE: (434) 327 -1688
EMAIL: CRAIG.KOTARSKI @TIMMONS.COM
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Site Data Summary
Total Rainfall = 43 inches
Site Land Cover Summary
Reviewed and Approved by the
Community Developmen' Department
Date i o/ Zq I l y
File# Silo 2_01 cJ e: t OZ
Cc)" o rn o -4
" J LQ. -eaA
WATER QUALITY SUMMARY
Print
Site Rv
A Soils
B Soils
C Soils
D Soils
Total
% of Total
Forest (acres)
0.00
0.80
0.
0.00
0.8
16.19
Turf (acres)
0.00
2.40
0.
0.00
2.
48.58
Impervious (acres)
0.001
1.741
0.
0.00
1.7
35.22
4.94
100.00
Site Rv
0.44
Post Development Treatment Volume (ft3)
7830
Post Development TP Load (lb /yr)
4.92
Post Development TN Load (lb /yr)
35.19
Total TP Load Reduction Required (lb /yr)
2.89
Total Runoff Volume Reduction (ft)
0
Total TP Load Reduction Achieved (lb /yr)
0
Total TN Load Reduction Achieved (lb /yr)
0.00
Adjusted Post Development TP Load (lb /yr)
4.92
Remaining Phosphorous Load Reduction (Lb /yr) Required
2.89
Sheet Index
Sheet Number
Sheet Title
C1.0
COVER
C1.1
EXISTING CONDITIONS
C1.2
LAYOUT AND UTILITIES
C1.3
GRADING AND DRAINAGE
C1.4
SIGHT DISTANCE PROFILES
TOTAL: 5 SHEETS
LEGEND
PRESERVED WOODS
OPEN SPACE
U CRAIG W I. KOTARSKI
Lic. No. 0402048507
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AREA 2: 0.241 ACRE
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DATE
06/08/15
DRAWN BY
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DESIGNED BY
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CHECKED BY
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SCALE
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CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
Cl
325.00'
132.28'
67.07'
23019'13"
S52° 18103 E
131.37'
/
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0 / ED
MHS i I / /
(" ATERALS FROM / /
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2003 & 2009 SHEPHERD
\ \ I SD CURB INLET W /MHD
TOP = 459.80 RIDGE ROAD
,, IN CL= 451.94' (8 "PVC OUT)
Ay ti IN V. 1N= 448.93 18' RCP (SW) i / g [k V. \
INV. 1N= 449.00' 18" RCP (SE)
v v I INV. OUT = 448.90' 24" RCP N /
I
465 \ 1 �' p \ \ 18" CMP 18" RCP W/
V. 1N =4-6" 6� \ INV. 1N= 457.51'_ l = 456.82'
OUT = 463.64' S/-/ INV. 1N =458.1
CTD y y (DB rg0 , P�-
LA A��y \�� D�LpRq p G• 98
H. 3A Y - - - - -- - -- -- � �/ - - - \ TMP 62F -315
I / I
P�� I % 'Al
\ _ / / / /460/ EP �i _ / 18 "RCP W/ FED JEFFREY GWIN JENKINS &
Q - \ - - - -- " CMP_ = = �F� / INV. 1N= 451.90' KATHERINE CHEN JENKINS \
_ Q J
NON -EXCL US /VE EASEMENT I I � �� ' � . � � - � _ _ _ _ 1 � _ _ - � _ - _ - � DB. 4524, PG. 238
OF RIGHT -OF -WAY
FOR LOT 313 l \ 15 "HDPE - - - -
DB. 2476, PG. 626 l / \\ IN OUT = 470.34' = 1 ASPHAL T PA TH
V. _ - - - - - — \
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TMP 62F -313 woo D- - _ _ - _ _ - \ ; - \ _ -M — _ _ `�, \ TMP 62F -314
WARREN M OR TIMBE (0 SALL > _� / 1 - - - - - _ - ' ``- �.
M VIRGINIA M. STALL /NGS � - \�` — — \ \ - - _ _ \ JAMES MURRAT &
` / _ _ LISA MURATT
l DB. 3873, PG. 382 - FEDAIPTRIAN \ / \ _ _ _ ' ` \ DB. 3039, PG. 608
DB. 3665, PG. 379 EASEMENZ
S44-05'52"E--1 \ \ _ ^��' DB_190>, PG. 94
28.80 I I - 14-,,SD INLET W1 GRATE I I
/ s710 TOP,476.57'(MEAN) JO �.�Ci __-- - - -- -- \ _ -�\�� _ / / I I I 0�/ II
`71VV`OLl7- 475.00' 15" HDPE 5`Z`� > .D�' \ \ CONC. S.TRQCTURE� /l l „ I 65 96' I \� \ \ I
\ APPROXIMATE LOCATION OF
\ ° - (C'OSSIBLE WELL 1S2R /- - \ \ ' S55 °35 28 E l I
N \ - `L - MANAGED STEEP SLOPES X465—
YARD INLET - ' '�EPTIC�IOUSING) -� _ \ \ \ \ - - _ _ _ o _ l l
\ LASTIC) ? _ - - - - - - ` 53528 "E 86.07'
8'x8'WOOD _ - - - - Q���1
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S47°21'05E \
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CHIMN�Y
56' 1 o, \ \ 470-
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\ I I (REMNAaNTS) \\ - - - \ \ i BS N� \ _ \ -� �` \ ^ 182 1 j 6'
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FUEL ANK \ \ \ ^472- - - - -_-
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BRICKQ EPS 42.0' V ) \ \` _ - 473_
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J /SSTU CO HOUSE
Vl TIC &PARTIAL -- - - - - -�' ( \ - - - - -- 474--- - - - - -/ I I I 11 \\
BASEMENT
ROBERT H TMP 62F-E2 _ O J _ - - - - - - _ _ \ / —475
AUSER HOMES, INC.
DB. 2051, PG. 3 �1 X476- - - - Q , - - _ \ / TMP 61 -164 NIF
VALIERIE M. SHEPHERD &
CAREY F. RUBIN / \ i / / / / � I I � \ \
—475— — o� _ _ - _ NOTE: PROPERTY IS I \ -25B. 2476, PG. 626; DB. 2051, PG. 3;
- GEN€RAL L Y WOODED \ DB. 1880, PG. 102; DB. 1880, PG. 98;
TREES > 3S "-L CATED _ _ _ _
Q \ DB. 76, PG. 51; DB. 4618, PG. 737
\ / -
-- - - - - - -
-- - 474- P�- __ -� I \ 4.940 AC
SIGN: \ - - \J - ` \ \ ZONED: R4
DO NOT
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-473-
2 _ Q, -- 472
-471- \ 470
I EX. EMERGENCY -470---
ACCESS EASEMENT
/ / ^ \ \ _ / J _ - - - - 469 -
S 9671, PG L \
DB. 2051, PG. 3 (correction) i \
\468-_
- - / UTILITYEASEMENT \\ 473-
-- _- - - - - -- -
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-- - - - -- -_ - - --
/ / � � (FOR RIVANNdI .W/�TER &SEWER \
- - - - - -- - - -
/ AUT1�ORiTY & CITY OF \ \ / � 1
/ 4 \ �
_ � CHARLOTTESVILLEGAS \ � \ � 47
0 �Q1 °''-- -� -� __ - -- �w�- __ - - -�- - DB. 3563, PG. 682 & `�
- - - --
N44 2505W 60.50' _ - - s - - FROM VDOZ PRO 0631- 002 - �
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_- _ _ TOP = 463.10 v G
_ _ _ _ ��P INV. OUT = 460.26' 15" RCP ® //
SD CU INLET W/ MHD ' _ _ _ _ - _ _ _ R/o ` \� i / v �� 4s7- / BRICK EN
TOP = 467.46' —� - - - - _ _ _ _ _ _ /}� ` /� i `� - _ _ _ _ _ /�' ? - STRUCTURE / I
INV. UT= 462.81' 15 "RCP
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O� SD CURB INLET W/ MHD _ O O6
TOP = 466.48' C,Q 37.0 ,.Q' �G
INV. 1N= 459.78' 15" RCP FF� p X728 �� GoQ�o �� ��
I I
INV. OUT = 459.76' 18" RCP
SD CURB INLET W /MHD ��C,o — —465—
TOP = 465.70, \ \ \ 11 t \ X00, - \- G
Q INV. 1N= 459.57' 15" RCP \ \ \ 111 v I \ I 1 X461-
INV. OUT = 459.57' 15" RCP �11
SCALE 1 " =30'
460--\ \ 0 30' 60'
11 - -4s4_ \ 9�y - SD INLET W /GRAT� //
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DATE
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DRAWN BY
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DESIGNED BY
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SCALE
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30B NO.
36167
SHEET NO.
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4OLATERALS FROM / / / ED
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\ I SD CURB INLET W /MHD 2003 & 2009 SHEPHERDRIDGE ROAD �
�\ TOP = 459.80'
�so�
� � IN CL= 451.94 "FSVC OUT)
yeti INV. 1N= 448.93' 18" RCP (SW) V. i D A
INV. IN= 449.00' 18" RCP (SE)
\
INV. OUT = 448.90'24 "FCEP
465 \ 1 p \� \ D / \ \� \\ / 280' HT
V. 1N =44 ..6� \ //� j \�`\ 4 ANCE
I l OUT = 463.64' � �' \ " \ \�\ \
�' �\ \\ \ \ \ \
so, Ri RIDGE RD
,r �A 1,901 I'L_ \ ' TAPPING \` I
11 /l11 O�� I / % �' 9�y \\ \ (DU�ILORq G- 398 DISTANCE i _ ` `�LF�EVE� GG_2 - ,, .- - T EPTO- EXI�NOG \ TMP 62F -315 I D
1 / �� % 0 _ \ , )/ / —VALVE _ - - _ SPHALT 18" RCP W/ FE JEFFREY GWIN JENKINS &
/ � \`�7,\ TAPER CURB T,0460 rp
P I r per - C _ Mp _ ti -STOP INV. IN= 451.90' KATHERINE CHEN JENKINS \
EB ILTASPH _ _ _ ? - - � GN DB, 4524, PG. 238
270' SIGHT DIST. I \
- - _ _ _ C__ - - �� TO INTX. I 1 \
I- � 15 "HDPE ` - _ '_ _ VDOT STD CG -9B \
�- I j / INV. (OUT)= 470.34' _ _ \ASPHALT PATH _
-� - - - ALONG DRIVEWAY \ I I
__---- - - - - -_ - \\_ - _ - �,� (TYP) TMP62F- -314
11 TMP 62F -313 - - - - -
j/�^°� WARREN M. OR r VARIAN E W `\ \ \ - - �° JAMES MURRAT &
PROPOSED VIRGINIA M. STALLINGS VARIABLE WIDTH _ - ' - *£SA -E SEVENT v ` ��
LISA MURATT
/ M ACCESS PEDESTRIAN 10 \ \�� �\ \ �O°\ DB.
DB. 3873, PG. 382 3039, PG. 608
/ rr EASEMENT ACCESS EASEMENT \
cq DB. 3665, PG.379 p� _ - _ _ _ \ ` \ I I Lu
\ \ > —
S44 005'52' 'E - v ��' _ _ �`�? OPEN SPACE E \ I / I �
28.80' �1 �� `� m O \ ° I _ (�
_LSD INLET W /GRATE \ c9 1953 SF 1 I I I I / c� I O ►- Q-
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TOf�476.57'MEAN J,lv __ -_ __ • - � ��` __ I I /\ \ I Oho
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*V`00T- 475.00 15 HDPE ` / 65, 96
/ I
BOUNDARY LINE _ � � _ _ - - \ - �V �� S55 °35 "28 1 vv I Q n
M 50C�SF TO B CONVEYED AT \s \ \ . ��� 1 LOT 20 \ \ \ - \ \ \ \ ; _ 86.07 465— i / / / 1 /l 1 I O
TO BE VACATED
____
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FUTURE DATE TO 7g YARD INLET r 6813 SF �j ; - - - = S55 °35'28 E
\ \
M- - -- - --
ADJACENT LANDOWNER' , S�6„ (PLA -STYC� , 0 \ \ \ ` C
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42. _f \ ' 24' \ \ - - 68,-
/ CONSERVATION �1 \ `, °� \ \ \ -
\ \
EASEMENT - - - / �1 6' ° \ \ \ LOT 1 \ - -46
�1�9 SF 47 OWN SPA/
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/ OPEN SP CE A 20' REAR OPEN SPACE F `\ ` \ \ - CONSERVATION//
14841 F 52' SETBACK (T P) 1678 SF �c EAS�MENT / I I I I I I\
N \\ / \\ 1/2011 SF/
\
47>- �- - -
III
\(D
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�` S LOT 2 LOT 18 LOT 19 NJ E SIGN 5071 SF I I
,y 1 LOT 14 rn LOT 15 LOT 16 LOT 17 4681 SF 4670 SF
I\ / TEMPOR 4666 SF + 4741 SF 4787 SF 4774 SF
ACCESS
\ - 1 z URNA OU, EASEMENT
12'BUILDING 5' FRONT
/ I �
\ w PARATION (TYP) SETBACK (TYP I J I FIRE _ -'j I I I 1 ®e
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- + . ( YP) + ��,� 8X8 TEE I I 1 v
TMP 62F -E2 LOT 3 I 1 I
W
-- ___�_ -- - - _ 5097 SF / / I >� _
ROBERT HAUSER HOMES, INC. � I O S ' - _ (�[� B STOP SIG I / / / / � U
DB. 2051, PG. 3 `476- - - - ' I / �I -'
24� R 12 W 9' PU C Rf�IW I I - / // / // I I
OOH- -
�$ GV;, /' I W WATERLINE W , /R300 r C -6 , I I / / / < a
REMOVABLE I BOA — - I / / // /I O D
BOLLARD SA + S VARIABLE WIDTH
(TYP.) - _ 5 < " = S ` - ' - - /ACSA EASEMENT
L Ii
E ER I - O
I (TYP ( VARIABLE WIDTH
\ 1
v LOT 4
I ( ( ( ACSA EASEMENT I 6086 SF \ /
I \ u-► r c+� 1 // I 40
I' 4977 SF LOT 9
z LOT 11
w CONSERV TION LOT 13 LOT 12 4906 SF + <
^` I EASEME T 4628 SF 4628 SF 4661 SF _ 120' SIGHT DIST. 11
1 Q 1/ 11-1 1 TO END OF ROAD
_470°
0
/20' DRAINAGE E ASEMENT
EASEMENT • LOT 5
- - - -- i 6460 SF�1a
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-- -- - - -- - - --
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cuR6 ASpygLTp = '� w\ v \ ASSEMBLY ; 470\
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TOP= 463.10 v G__
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INV. OUT = 460.26' 15 "RCP
SD CU /NL ET W/ MHD -_ _ _ __ _ RHO
TOP = 467.46'
INV. UT= 462.81' 15 "RCP - - - - - -hO -I/ R01 _
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TOP = 466.48' vv CRF 100?
INV. 1N= 459.78' 15" RCP FkAk 7 ?8 G 0 P�PS
1 /
INV. OUT = 459.76' 18" RCP
SD CURB INLET W /MHD ��C,o - 465-
TOP = 465.70' 111 \ \ p0 - --------
Q INV. 1N= 459.57' 15" RCP v 1 __40—
INV. OUT = 459.57' 15" RCP \ ` -
vv 11 _ V t,J v
/ SCALE 1 -30
_464_ _ _ II �� v X460 SD INLET W /GRAT9 � ,_ / /' / 0 30' 60'
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Lisa No. 0402048507
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DATE
06/08/15
DRAWN BY
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DESIGNED BY
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CHECKED BY
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SCALE
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CRAIG W J. KOTAMS �. No. 0402048507 i
MHS /
\ \ PROPOSED TOP = 460.87
ACSA EASEMENT
\ _ _ (4" LATERALS FROM
g 2003 & 2009 SHEPHERD'S / �0 ®�5� '��
\ I SD CURB INLET W/ MHD RIDGE ROAD IVAL �
TOP = 459.80' �� INV. CL= 451.94' "I.VC OUT) r
INV. 1N= 448.93' 18" RCP (SW) i � � \
INV. 1N= 449.00' 18" RCP (SE)
IN OUT = 448.90' 24" 60P
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465 \ \1 P \� \ /\`���\� / 280' HT E
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V. IN= 4b;t6� \ - �/ Y\v\ u' N
OUT = 463.64' SNEP - - �Q \ �\� , iu Q
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160 R/ GE R p P i �� /� `��\� I o w -
/ (DU�� 901, PC, - �\� 1 TAPPING TAPER C WTO Q _j � 0 z
ORq PH 98 280 SIGHT �L VE AND GG- ----TIE TO-EXISTING /18 „ \ TMP 62F -315 > o N 3A) �ISTANCE - � - - - - - -- VALVE > aPHALT RCP W/ FE JEFFREY GWIN JENKINS & a
/ TAPER CURB TQj60 EP , �- (D W U M
N Ay C
+` E B,U I LTA - _- _ �Q2 _ 8 f / DB. 4524, PG. 238 ^/ \ ~ ~ < U
IP Mp N -� INV. IN= 451.90' KATHERINE CHEN JENK /NS
� / ASPHALT _ - v a u- w
270' SIGHT DIST. o Q z
- - - - - - - -
-- TO INTX. 1 v� z �o
- 15 "HDPE � -� ------ � - - - - _ - _ M � v -a � O_
H N L1 (n
l� it INV.(OUT)= 470.34' VDOT STD CG -9B \
- - _ i - 4 - _ a \ _ ALONG DRIVEWAY \ N >
11 TMP 62F -313
I '
(TYP) 1 MP 62F -314 a' M Lu
WARREN M OR 1 JAMES MURRAT &
PROPOSED VARIABLE WIDTH \ LISA MURATT J
VARIABLE WI I w �
\ / ACCESS VIRGINIA DB3873, PG. 382 GS PEDESTRIAN _ ��0� -S.4 EASE ENT `J�r, \ ` DB. 3039, PG. 608 ~ W
/ \ EASEMENT DB. 3665, PG.379 ACCESS EASEMENT 465
` \ \ OPEN SPACE E \
I _ -LSD INLET W/ GRATE 6 1953 SF I II O
/ I / 46 � � / / O T0�476.57' ( MEAN ) SWIM EASEMENT z
i
%NV OUT- 475.00' 15" HDPE 466.50 ` - / / / / \ I cD
461 I / / I O
/ ` \ 466.83 LOT 20 / / / // \/ I
x4 65- U
\ 1
/500\SF TO B CONVEYED AT \ 6813 SF
_(FUTURE DATE TO YARD INLET - 66.7 = - _ - - -
FFE: 468.33 ,o r0 ' / / / I u
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A JACEN LANDOWNER y \ `(PLASTIC \ / 1 �FE. 467.00 G '9 ` ` / / I n w_ w
463.50 `
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466.83 , p \ FFE: 4'/0.15 / 1 Q o
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6.29 GFE: 468.842, , - / / 1 1 0
\ CONS NATION \ \ � 46 - 24 \ BFE:461.4NINGR.) / / - 11 can DATE
EASEMENT - LOT / / I >
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\ I / 69 465 \ 5219 SF 468.65 T __ OVEN SPACE D / / / / / 'I \\ I =0 06108115
OPEN SP tF E A 8.5 - JQONSERVATION / I I I } DRAWN BY
OPEN SPACE F \ �i
14841 47 1678 SF 0 EASEMENT
/ 8 °�° / 467.5 12011 SF / II \ J. WILSON
FFE: 480.74 I FFE: 478.70 FFE: 477.43 4 \ \ / I \ DESIGNED BY
/ I FFE: 481.11 FFE: 481.04 FFE: 479.85 I ` \ 1 / r I I I
\ GFE: 479.41 GFE: 479.78 GFE: 479.71 GFE: 478.52 GFE: 477.37 GFE:476.10 467
BFE: 471.99 (INGR.) BFE: 472.29 (INGR.) BFE: 472.36 (INGR.) BFE: 471.10 BFE: 469.95 BFE: 468.68 LOT 2 I / I I \ • C. KOTARSKI
LOT 18 LOT 19 1 I I I
y LOT 14 LOT 15 LOT 16 / - LOT 17 4681 SF 4670 SF E: 4 3. �I // ► I I \ •
\ 4 F 4774 SF FFE: 473.51 / I I I \ CHECKED BY
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\ � zf I I \ • C. KOTARSKI
\ - zTURNA O EASEMENT �/ 477.07 475.80 I 8 BFE: 464.76 (INGR.) / �I I I
1 W /° 472.01 / I • SCALE
\ W479.11 479.48 479.41 478.22 I 7 70.44 , - I I II • „
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ROBERT HAUSER HOMES, INC. �� Q ��.w E: 7 .6 / / / I I U
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24 1-11 R 12 W 9 PUBLIC Rttl� 0 GFE: 475.29 I _ / / / I l l �
W W CG -6 47 1 BFE: 467.87 (INGR.) I I / / / _
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SA EASEMENT
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I ( VARIABLE WIDTH 477 srj , 4l \ /l
\ \ I FFE: 480.52 ACSA EASEMENT z 6086 47 I _ I / FFE' 479F
7 .86
o r; GFE: 479.19 478.2 GF�:478.53
\� BFE: 471.77 LOT 10 -'
Z - CONSERV TION LOT 13 LOT 12 LOT 11 4977 SF 4906 SF w o BFFi'471.11 (INGR.)
ti EASEME T 4628 SF 4661 SF GFE: 479.95 Q 7 ,76
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1 Q FFE: 481.04
w FFE: 480.96 BFE: 471.20 }' GFE: 477.E �J,J
( TO END FRO D _ I I I
�\ I GFE: 479.74 ( GFE: 479.63 -470--- I _ BFE: 471.02 \ / \ I I / Z
BFE: 472.29 BFE' 472.21 ( 77.80 ) / /// H Q
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3 479.88
Q /20' DRAINAGE EASEMENT
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OPEN SPACE B /_ / /// I I LL 0
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LOT 7 GFE 479.43
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��G �2 FFE: 480.97
G \� �... � \ � \ BFE: 472.22 �
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EP - - - - - - - - - - - - - - 467 -
TOP = 463.10'
47 1
45''P- INV. OUT = 460.26' 15" RCP /
SD CU INLET W /MHD - -___ l4/ X467-
TOP = 467 46' - - _ _ _ _ __ _� /40� \ \ \ I
INV. UT= 462.81' 15" RCP �\\ \ - - - r OTp�(�7O ��q - / / ;�,�/�� /6 ., ! / / ��h / - - - - - -'
O�Q SD CURB INLET W /MHD - F'900RO✓ 06j, THR/
TOP = 466.48' �cRF 00 /�Q' p��0�
INV. IN= 459.78' 15" RCP Fkp� 128 G ll ��
INV. OUT = 459.76' 18" RCP 78„ �Y) l \ / \ ' '
SD CURB INLET W /MHD ��C,o - _465-
TOP = 465.70' 111 \ 1 J� / / I Q'
�Q INV. IN= 459.57' 15" RCP 11 U I I 1 \ _ _ 1�,\ \
o INV. OUT = 459.57' 15" RCP b �11 \ / \ \ / SOB NO.
iSCALE 1 " =30' 36167
NOR
111 _ _46 _ - 460--\ / / 0 30' 60' SHEET NO.
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Lic. No. 0402048501
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ROAD B SIGHT DISTANCE PROFILE ROAD A SIGHT DISTANCE PROFILE
} DRAWN BY
HORIZ SCALE: 1"=30' HORIZ SCALE: 1"=30'
VERT SCALE: 1 " =3 VERT SCALE: 1 " =3 J. WILSON
• DESIGNED BY
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• CHECKED BY
• C. KOTARSKI
• • SCALE
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SHEET NO.
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HEIGHT OF OBJECT: 3. '
480 480
HEIGHT OF EYE: 3.5' N� p \SjNO F �
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475 475
EXISTING GRADE
470 470
PROPOSED GRADE
475
475
HEIG
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HEIGHT OF OBJECT:
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HEIGHT OF EYE: 3.5'
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