HomeMy WebLinkAboutSP202200021 Correspondence 2022-07-1811
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D.B. 128; PG. 100
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C 1 INV=498.46'p.I I I I / / / / / / / /" // / `\ � \ L 1 1 / / / / / FOREST LAKES COMMON AREA
PH-1 PAR C
FORESTASSOCIATLAKES OO
.MMUNITY
1 I- XX_ X X X X X- X r _ X X -X X X
I I I / / / / N / / / / / / / D.B. 1304, PG. 346
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M / .' `\ I I 1 1 I I o // ,. TC= .� Iit I I I I I I p I I / / / 1 / l / TOP OF WATER
I i 1 I I I GROUNDING _ - F :4976' I I I I / / / I / l / I // EL=473'
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GRATE *\T
/ - / I GENTER O I I I
l i I 1 I I 1 /. PIPES /7C= TC= x 1 I I I 1 / / / / / / I I I
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N/F 1 - 4971• 55730' . 0228/2022
PARCEL ID: I /+5073' i ^\ I { I 1 ��� % 1 t I - I /,\- "�7 l .TC=. ,JEN F . ,,II-� 496 8' 1 = I I III I I I , I o- /
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0.
PROFFIT RD
VICINITY MAP
SCALE: 1 "=2,000'
NOTES:
1.) SOURCE OF MERIDIAN: NAD83 BASED UPON A TOPOGRAPHIC SURVEY OF HOLLYMEAD
SUBSTATION BY RICHARD L. FRALIN, L.S. DATED 0411712013 PROVIDED BY DOMINION ENERGY.
2.) VERTICAL DATUM: BASED UPON A TOPOGRAPHIC SURVEY OF HOLLYMEAD SUBSTATION BY
RICHARD L. FRALIN, L.S. DATED 0411712013 PROVIDED BY DOMINION ENERGY.
3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR TITLE REPORT
AND ALL EASEMENTS AND ENCUMBRANCES THAT MIGHT BE DISCLOSED IN A TITLE SEARCH MAY
NOT BE SHOWN.
4.) UTILITIES SHOWN ARE BASED UPON:
X SUE QUALITY LEVEL B, ASCE 38-02 - FIELD DESIGNATION OF UNDERGROUND UTILITIES
PERFORMED BY DRAPER ADEN ASSOCIATES AND VISIBLE EVIDENCE IN CONJUNCTION WITH
COMPILED RECORDS.
5.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE
OF CHERYL A. STOCKTON, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;
THAT THE ORIGINAL DATA WAS OBTAINED BETWEEN 02/24/2022 AND 03/10/2022; AND THAT THIS MAP
MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
6.) CONTOUR INTERVAL: 1'.
7.) GROUND SPOT ELEVATIONS INSIDE THE SUBSTATION WERE TAKEN AT DIRT GRADE.
8.) AVERAGE GRAVEL DEPTH INSIDE OF THE SUBSTATION: 2"-3".
9.) NOT ALL SUBSTATION COMPONENTS SHOWN.
10.) THIS SURVEY WAS PREPARED FOR DOMINION ENERGY. DRAPER ADEN ASSOCIATES ASSUMES
NO LIABILITY FOR REUSE OR MODIFICATION OF THIS DOCUMENT.
11.) PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION AND A C
CURRENT FIELD BOUNDARY SURVEY WAS NOT PERFORMED NOR REQUESTED. RECORD
MEASUREMENTS SHOWN IN PARENTHESIS.
12.) DRAPER ADEN ASSOCIATES PROVIDES BENCHMARKS FOR THE CONSTRUCTION OF THE
IMPROVEMENTS SHOWN ON THESE PLANS. ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE
TO EXISTING CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, FINISH FLOOR ELEVATIONS,
ELEVATIONS ON MANHOLES, ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS
(HORIZONTAL POINTS PROVIDED) OR ANY OTHER POINTS FOR CONSTRUCTION OTHER THAN THE
PROVIDED BENCHMARKS. FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS COULD
RESULT IN DAMAGES AND ADDITIONAL COST THAT ARE THE CONTRACTOR'S RESPONSIBILITY.
13.) THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONEX BASED ON A SCALED LOCATION
ON FIRM PANEL #51003CO145D EFFECTIVE DATE 02/04/2005. THIS FLOOD DETERMINATION IS
NOT A RECOMMENDATION BY DRAPER ADEN ASSOCIATES TO NOT PURCHASE OR PURCHASE FLOOD
INSURANCE COVERAGE AND DOES NOT IMPLY THAT THE REFERENCED PROPERTY WILL OR WILL
NOT BE FREE FROM FLOOD DAMAGE.
14.) MATTERS PERTAINING TO ARCHEOLOGICAL OR HISTORIC FEATURES, WETLANDS OR FLOOD
CONDITIONS, IF ANY, HAVE NOT BEEN ADDRESSED AS PART OF THIS SURVEY.
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
NAME: HUNTER WITT 03/10/2022
SURVEY PARTY CHIEF SIGNATURE DATE
NAME: BARRY BROWN 03/10/2022
SUBSURFACE UTILITY ENGINEER SIGNATURE DATE
NAME: CHERYL A. STOCKTON, L.S. 03/10/2022
PROJECT MANAGER SIGNATURE DATE
NAME: CHERYL A. STOCKTON, L.S.
QUALITY REVIEWER
1440 DECATUR DRIVE I ' ml I I \ \ x - J TC- - , y 498 6 I - - TC=rC= 96.8' TC= + 496.0 - I I I I OUTFA / l l I l I l 0 10 20 40
CHRISTOPHER NGOC II �'/ \\ �1 I Ic Qhp _ + J-500.0 (,/�,) 7KC=}} �, , TC= 49Z3'., 497. - TC= :Q 496 .� I .x ., �1 i I I Z:;THUQTURE
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TC= .._.r 498.6' I I - / I 11 l 1 3 / l 1 1 1 l 1 1 10/ 1 inch= 20 h.
.1 1 499-6, i I TC= TC= /a 1
x / 499.9' J 'I�. _ 1 _ _ �. ITC au' Q497.3' 496.8,. _ O l.Y
TC= ,4976' �' - TC= I x
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9'J500 2' \ TBM A SET 498 6' 11 �498.6' TC- TC- e� I - I II/1 / IWOODS \ I I -J \ {\497.3"Q 4971' - TC= I I I ,' / / / / i / i l I I STORM TABLE
I \ I I I I I 1 I ge - J - CHISELED SQUARE \ TC= 96. 1 TC= \ I l l l 1
I 5\0 \ ` I I I TC= /� J TC= EL=499:40` TC- - 4973' {. 4963` 496.0' \.x I III / / I I / I I I I
I I 1 I to .- 500.OY%TQ=. J SOOT _ \\ \\ - m 497.3' 1 - y \ 1 III I / I / I 1 / l I 1 j 1 I O CULVERT
I +478.9' I 12"INV OUT=483.85' (NE)
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N/F I� I I I I I I I I I I I �_. / J 496.3.. 1 / 1 I I{ I I O 36" INV IN=488 69'
PARCEL ID: I I \ I I 1 I I I I 1500.8' J "{ C- - 7^ -/ TC= I +495.6` /. I I I I 36" INV IN=488 59' (SE)
1 1 I 1 1 1 1 TC= J 500 ! 8" PVC y _ /. :4973' 1 I '/ / I/ / I I l I 1 I 1 I 12" INV OUT=484.62' (SK9
032Ja01-00-01800 x \ I I I I I 1 1 l J TC- INV--498 17' I I I III p
1434 DECATUR DRIVE I , 1 c 1 1 1 I I 1\\\ x 900.0 _ J ®500 1' GRATE INLET
BRIAN LOHNES &
JENNIFER LOHNES I I +500.5 - J / - 7C= 1 �TC= TC= _ TC= _ .I - yTC,�= I I I 1 I I I / / / I I 1 I I I \ \ O TOP=493 13'
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\ J - I ��I II III I I I \ / / , I 1 ( \ \
1 TC= - 500.0' J + 1 I - TC=- - / M + I / / / I I 1 \ \\ I 36" INV OUT=488.94' (NW)
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DETECTED uge 1 1 1 1 - J
1 I I 1 I TC= .TC a \_ N77 00'11 "E 39 9T -/- TC= w x I I I
FROM PEDESTAL I l / 1 1 I I I I 1 500 1' l _ J �500 1' - \ DATR INTERSECTIO / - TC� 496 2O / I I I IIII I 1 / / / / I I \ \ \
I J .499 6' ETC= \ N: 3934015.89 496 3' - / 1 IIII I l 1 ceslo/
ehP TC= _ ,1� _ T� . (: - 498.6' C= T® E: 1150.1952.40� - - I I
500.0 J \ TC=
x - / C= \ 498:6'. . I 49T4'4973' ELECTRIC
N/F I IPARCEL ID
I II 1 1 I 1 I I / / / - TC \ 500. 1' \\ ao' - I \\ - 4973' 1. DUCTBANK X II II I Ii1 / / 2¢l / / / 11 \ \\ 8"DIP
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1 I I 1 - - - I - TC=. J / i - - EL=499.82' \\ IINV=498.41' , .1 ro
1428 DECATUR DRIVE 1 I I I 1 I I I In x - - . J 5�. - \ I . -TC=- 1 TC= ® - 1 . IC \ X I I 2" RC / % pi / 10' DRAINAGE , / I INV=474.00'
RICK BOBY MATHEW & I +511.3' 1 i I Ic I . F�00.1' J _ - \ I 497 5 \ 49Z$' 11 T� ® I I� 1 '� EASEMENT / 8"DIP r
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2
SIGNATURE
REVISIONS
REV I DATE I DESCRIPTION
Dominion
oEnergyo
03/10/2022
DATE
Am"
TOPOGRAPHIC SURVEY
AND COMPILED BOUNDARY
COUNTY OF ALBEMARLE
VIRGINIA
OPERATIONAL REGION
B/M No.
SCALE
1" = 20'
PR03ECTI
2200533
NAME
DATE
SHEET: OF 2
DESIGNER
N/A
N/A
PROJECT ENGINEER
N/A
N/A
DRAWING: HOLLYMEAD
APPROVED BY
CAS
3/25/202
1
3
A
IC
C
4
3
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l i i i l
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FOREST LAKES COMMONAREA
PH-1 PAR C
j / j / / / : FOREST LAKES COMMUNITY
/ / / / / / / / / / / / / ASSOCIATION
I / C\r / / / D.B. 1304, PG. 346
If i It i i&
l i i /^
It It I t
/ / I
i If TOP OF WATER
/ l EL=473'
/ j 1 If 0212812022
?I II
OUTFAI[L I l l / / b I / I l l l 0 10 N 40
STRUOTURJE /
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l I i l 1 inch - 20 h.
I i i l %l l l it
/ I
l l l / l STORM TABLE
i l I l
l l CULVERT
I 1 1 +476.9' 1 / ��� 12" INV OUT=463.65' (NE)
l I / I // I j 1 I BENCH I 11 1 MANHOLE
/ .. TOP=494.29'
1 1 (TYP-) I I I II I O 36" INV IN=468.69' (NW)
/ I / I / 1 t I I I I 36" INV IN=468.59' (SE)
/ r/ I 1 1 It 1 I I III I 12" INV OUT=464.62' (SW)
GRATEINLET
TOP=493.13'
II i 1 i 1 \ \\ I 36" INV OUT=468.93' (SE)
RF'1\ \ GRATE INLET
I\ 1+482.9'I I I / I O TOP=493.13
36" INV OUT=468.94' (NW)
NOU10,�(%
l 4\\w / / /l /I I 1\ \ \`\ . 8'DIP
/ / Z It`I \ INV=474.07'
ply /Ira/ /
/ / / /' 8"DIP
1 I J 49Z5 \. TC= - I I EASEMINAGE I INV=474.00'
NEETHA ELIZABETH 1 I \ / / EASEMENT l 8"DIP
1 I I I I J . - \\ ` I II DIg 728, Pp. 100 /INV=475. 16' ,
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I I I I I X. J Jy♦ I _ \ \ +495 5'
I I 1 \ J 8"PVC \ S o 1 I� 11 I _ / '-=-_____-
I I l I I I I I I I I J CONTROL o \ .X .I 1 U 1P 11 EDGE OF
1 I I I I I I 11 1 +500.4, \ j .HOUSE J INV--496.42' \I m w - - \` 11 / 1 I 11 I I DITCH JI \
I I I I 1 I J . 1 TC= ® TO= \ ®1 / I M I 11 j I 1 CENfERLIN� l f 8" DIP \ \
1 I I I I I o\- LLI w w TC- I I I / / h \ \ INV=475.30' \ \
1 1 I I j(j(j(I DITC
I I I I I 1 I I I n X $ J\ TC (� v v 498.0 49Z5'- 1 ;,1. I III I I
I . \ \ 498.5' `X+J `� TC= ` ^ 1TC= 496:8', 1 TC=
I I I I �j I \ J \\ y♦ ./// g 498.P 4975' �/ 11 .496.0 - - I,I I I�I I / \ \\N II �� '\ �`♦\ \\ \\ \\ \
B I I l I I I I I I \ I\ \ I I \ \ / - 10 r` rC=� - - I TC= _ 1 7C
N/F / II j I i I \I X \ ELECTRIC \\ / TC=. 498. 496-6 1496 ® I I 1 II I 1 I / \\ 1 \ ` \ \\ \ \\ \
PARCEL ID: I \ J TRENCH - 498.5' I X . 1 III +460.5' \ \ I \ +4773' \ \
\ \ \\ o3zro-ol-000lsoo I I I i i i I i I i I (YP.) I 1 I Iop \\ ` \
1422 DECATUR DRIVE \ 1 I 1 I�. I I. TC= gy�pp,, 'aA \ ° ( y) I l
MARISA GOODWIN I I \ 1 \ I I I I I I J I 'I .498.1'\'J \\ TC=. � . 1 - TC= �� I III 1 \ \ \\ \` y\\\ \ - \♦ \\ \
\\ 11 \ 1\ I I 1 /1 / l I J @� 7C 1 _ TC= 496.8' - 1 - - 496.01, I I I IIII i 1 \ ^ ^ \ -
1 \ I I I I t 1 ` /"1 I I J I. ,+. I4975' \ -\ \ X II i I'III I �I i \ . \---- \ \ ` \ \ \
1 I I 1 I Ir 1 I JI TC= - I I I I ^ \ ` ` \ \ +476.T ` \
I I I I I °I J I RF \ 498 1' I I 11 1 III ( \ \ \ V ^ \ \ \
I I 1 / J I P - - - \ CONCRETEI .III III \ \ \ \ `♦ `\ `\ \ \
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032JO-02-00-OOOCO
ESTES PARK PHASE 2 I _ / / PAR a-ID:03200-00�00=U$700
OPEN SPACE I � � � 3317_W_0R'THX/NG --'' �
FOREST LAKES - / , - YU?GIN/A ELECTRIC & _ _ ° �0
COMMUNITY I ,4g5 ,,'' POWE1IC MPANY __ _------___
ASSOCIATION INC. I / - _ -'' - _ _ _ - -
'ZONING R.1-'' / � \ wr \I \\ 1 I \ \\ \\
- '- D.B.728, PG. 100 I �
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1 �X . .X X / .X x 'X X .. Xr X X ��X X X f X-I 1 I I 1
W-/-\ 11 i I // TC=tu
I - / / TC= 95010'
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11 501. ® _ \I _ \\ O_ / I °4 GEN7ER IF 1 1
\ XI/I� 505 --I^\\ \I 11 I \\ I.X. . .I _1^. m 49ZT.O/ ;/. CKBONE CEN O I W`7.34' Ii /
+5004c ./ +498 T / > 4978' /,. C LUMN- CON CTO X 11 1 1 I I I l
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PIPES. / / TC= I CENTERQ TC 11 I I I I
N/F I I I� ,11 I 11 1 II (TKP.). ;� (riP) .uge I. . TC„ TC=. 497.8' �DNN u;00R. 497.81 X I I I I
I +507.3' /^ \ I 11 j 1 j- 1 RF 1497.1' 496.8' 1 I t I I I I I
PARCEL ID: I I \ 1 I I I 1 I . ��I. . . / _ - . -� ; ,.y I I I I
032J0 01 00.01900 I ' /' `\ 1 I 1 1 1 1 \ 500. 1'. J TC` - / .. 498.6' (IEN7) - ®.. �d-� - t TC= C*Y V V TC= II, I I I III I I
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1440 DECATUR DRIVE I /, \ m1 I ° \ \ J c _ T y 1 7C 497 ,Q 96.8'I.4 6 + ♦ LI . I �yy I I I
CHRISTOPHER NGOC V1 I \ OhP + J + Q 4973' 1 V I rt Y I
HOANG 1 1 I I 1 I I I 1 499.9' - - - m' I 499.4' TC=. 1 496.6' 1. :497.1' .,.uge 0 _ _ _ " 0 j
1 /' \ I I I I I J TC= r: 498.6' 1- 1 / ` I I I /
/ 1 / 499.9'7500
499.6' ® ITC- QTC=GTC=.JO/ I 4973' 496.8' I I TC= 4976' �' - TC= TC= XTC= 1 TC= 1- 4973'1- 1'4963'- 496.0' \ I I I I �.J \- 498:6'Q - 1 T 6 -TC= TC=TC=MIXED I 5011' + f99.9,.2' \ TBMA-SET - - V- �498.6'. \V49Y.3'w 4979' 96.
*11 WOODS \\ I I I I I 1u9�X - AV CHISELED SQUARE - A - TC= �. - ® 1' ®TC= TC= - A I III
1 J 7C
I 51U i ^ \ \ I I I I I I I TC= �.. J Q \ EL=499:40' \ TC= 49Z.3' . w I. 496.3' 496.0'
I I Ia I 5000• J 5W.1'. .\ \ 2 p w I
to I .ITC=V A mg4973'
I +soo s 1560.0 rc= I \
500.1' .TOP OF\\ INV 498. i6' j o v \\ - ELECTRIC .♦ TC=
II +510.6' 1 I I I I 1 I I I I - 1 J WALL=500.0' I m +497.3%' DUCT BANK - e I -7C= 496.3' / x I I11
N/F I I I I I I I I I I - TC=- - o o /- Y 496.3'
PARCEL ID: I \ I I I I I I 1 I I 500.8' J. C= / M M / TC=I II
032J0 Ol 00.01800 x I I I I I I I 1 I I. - TC= - j c- 500 l 8"PVC q /- :497,3'. I +495 6'
1434 DECATUR DRIVE ' ^I \ I \ 1 ` X 500.0' 7C= -INV=498.1 T 1 11. I I I I
/ I c 1 I 1\\\ - ®500.1'
BRIAN LOHNES &1/� ,qh
JENNIFER LOHNES I I / 11 I 1 I I I I I \\ I - +500.5'. - . - J - TC= �. 11 �J498.6' �! AnTC= y♦ . .TC TC= I I I I I p I 1
.I J _ .\ 4986' \ 7C= 497 4973' .1 .0. .I I IIII I
J _y�. -I I R I
I I I I I I I I X �TC ., �� ` . I 4978'. 1 - l U 1 1111 I I
1
\ I I I 1 I I I I .7C- 500.1 . J 500.1' . � � � . -. \ 1 . � � .X I � I IIII
\ 1 'TC= 500.0` I 1. / 4 III 1 I
1 500.8' _+ J +� C=. �. + 9 TC= (*)TC=. TC=. . 1 TC=
^I I I t J 0.5' C 7C- - 498.6' � �9973' RF / I I °
NO SIGNAL I I J - - 498.6' 497-8• 1 1 1 I II /
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\ 1 I I 500' 1' 499.6' 1 \ DATR INTERSECTIO TC=. 496 2'
7C= - E N. 3934015.89 ®_ 496.3' I 1 I II 1
Ohl TC= - - J \.- 498.6' E' 11501952,40
500.0' J - I TC= C= 7C=
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N/F I 11 1 1 TQ=2_T5C0--O.1 -.. I �\ ; DUCT BANK X Y IIII
PARCEL ID: I 1 I I I I I I I I I 1. J It 500.0' - TBM B SET \. - I c}
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R1426 DECATUR DRIVEICK BOBY MATHEW & +511.3' 11 I 1 1 I I I I 1 1 k X 1_ 1, J TC=- EL=499.82' \ INV=498,41' i
11 I I In I J b\ 1 - 1 TC= ® 1 �_ ur \ X
L \ . TC=
I I I I I I ° 497 5 -\ � 496 3'
2
LEGEND
- -
PROPERTY LINE
- - - -
- EASEMENT LINE
- - - - 485 - -
- CONTOUR
STORM LINE AND MANHOLE
❑
STORM LINE AND INLET
UNDERGROUND ELECTRIC
uge
UNDERGROUND TELEPHONE
ugt
UNDERGROUND FIBER OPTIC
to
ugc
UNDERGROUND COMMUNICATIONS
0hp OVERHEAD POWER
st OVERHEAD STATIC LINE
7?y ASPHALT
BUILDING
x x FENCE (AS NOTED)
EDGE OF WATER
TREELINE
GUY WIRE
1
O
TELEPHONE PEDESTAL
�f
ELECTRIC BOX
�S
UTILITY POLE
0
COMMUNICATIONS PEDESTAL
BENCHMARK
O
BOLLARD
O
RODFOUND
SIGN (1-POST)
®
METAL POST
EOI
END OF INFORMATION
+ 481.31'
SPOT ELEVATION
K71
CONCRETE
C]
GRAVEL
RIP RAP
LLLLI
LLLLL�JL
ELECTRIC TRENCH
L
MGROUNDING
GRATE
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
NAME: HUNTER WITT
SURVEY PARTY CHIEF
NAME: BARRY BROWN
SIGNATURE
SUBSURFACE UTILITY ENGINEER SIGNATURE
03/10/2022
DATE
03/10/2022
DATE
NAME: CHERYL A. STOCKTON, L.S. 03/10/2022 B
PROJECT MANAGER SIGNATURE DATE
NAME: CHERYL A. STOCKTON, L.S. 03/10/2022
QUALITY REVIEWER SIGNATURE DATE
UtONCRET 1 \ \ \ \
+497.s,
\ \\ I 1 I i i I I J .\\ 1. 11 ^``^\\\ \�_� RF \\
\ 1 1 1 -GRAVEL � +495 T I WA \ ^ \
\ 1 1 I 1 I I I 1 1 I X I J TRAVEL WAY I -STORY
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PARCEL ID \\ \ 11 1 11 11 i i oI �_ TC=. 1.3' jJ 5011 _ I lI BUILDING I - i t `UgtfsS
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+510.T I I j / / / ohp l /�/[I l `\ \\ \\ \\ \\ \`\ \\` \49S \^\ \` \`\ \` \ \` \\ \\ \\\ \RF
RGPNOyI j I I 1 I 1 / 1 \\ \\ `^\\+497.T `\ `\ `\ \\ \ \ \ (BENT) �1
BU I I ' I 1 I I I 1 I it
/fir ` \ \`\ \
LIMITS OFSURVE 03/08r20 \� - _ �i `\\\\ \\\\\\ \\y /✓ \\ SEE NOTEIx
\ 1
\ \ cs
\ N
I 1 I
REVISIONS
AWL1
REV I DATE I DESCRIPTION
Dominion
Energy°
TOPOGRAPHIC SURVEY
AND COMPILED BOUNDARY
COUNTY OF ALBEMARLE
OPERATIONAL REGION
B/M No.
PROJECT
2200533
NAME
DATE
SHEET:
DESIGNER
N/A
N/A
PROJECT ENGINEER
N/A
N/A
DRAWI
APPROVED BY
CAS
3/25/202
VIRGINIA
SCALE I 1" = 20'
2OF2
HOLLYMEAD
A
8 1 7 1 6 1 5 /1\ 4 1 3 1 2 1 1