HomeMy WebLinkAboutSUB201600065 Plan - As-built 2021-02-01LOT 4
2.41 ac.
PT: 25+11.11 ZSCOTT/R. ClXLINS�
\� Lic. No. 35791
01/15/21
LOT 5 ��S'ONAL
E�G�
2.03 ac.
OR 16 A 7
10 6D�.32 `\ �, / F
zo' DRAINAGE ESMT. / -
/ / DEDICATED TO PUBLIC USE / - - L
15 / DB. 4939 PG.4i9 / /STREET
_ - _
2 / /
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SPEED LIMIT / m 0 20
62 z0
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BUILDING / °i( O
/ y 'p /
SETBACK (TYP.) I / T 9i FBI -
/ EXISTING SIDE SLOPES
/ 14 / LL cl ALONG PRIVATE ROAD / / ByF°T" GC / 16
/ / / /u siiisso / zo' DRAINAGE ESMT. ` / / LOT 16 9�9 OAFF / /
/ 0 10 613.01 / LOT 1 DEDICATED TO PUBLIC USE I 1 97 / / zo.5o ac. AG, L� �T / 7 W
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PC: 13+6 .94
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DB. 4939 PG.419
PT: 19+04.40
/ \ EXISTINGi'
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3:1 SIDE SLOPES
(TYP.) / v
J W
II 641.20 (STA. 19+ 0- x
/ BUILDING' / 15 07, RIGHT) 720 ¢ w
/ 10 6�7 47 . p SETBACK (TYP.) 0 =12^
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DEDICATED TO PUBLIC USE / 60 \ �° 665
DB.4939 PG.419 / / �� / /NTS
---- - /�
715 715
660
IDE ACCESS ROAD
- - -- _ENCOMPASSED IN ii' WIDE SWIM --- ACCESS & MAINTENANCE ESMT. 710 710
/ ESMT. DEDICATED TO PUBLIC USE
POND DB. 4939 PG.419 z es
PVI TA: 11 64.00 PV STA: 4+00 00 _ -12^
F n L-
PVI LEV: 21.15 P I ELE :644. 5
26.0 K: 1 .83 L = 705 3 3• 705
L C: 208 00 LVC: 150.00 GRASS
Lrl GRASS
NTS
650 0 0 0 0 - NTS OL=12" 650 STA 27+66
o m m n n w 23+ 0, RIGH
(S A. 14+ 5- 3 W )
+ MW
+ } + � 15 07, RI HT) PROP SE EC-2
ur
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CROWN (TYP.) NTS w ROPOS D 700
PVI -3 U U U CD-1 x x
> Ji > > / (S 20+ 0- N PVI ELEV: -83.4 DL=12
645 > m j j m j w DO-2 CD S D. 15 07, LE T) 645 r K: 46 21 g /
XISTINGJ 22 - 11 \ -2
GR DE (TY .) PVI S A:16+37.50
PVI E EV:64 .74 695 c° (S A. 23+ 0- g9 695
/ -0 85% + 20 40, RI HT
STIR. 3 LVC:3 0.00 _
640 / INLE) 3 BVCS: 14+8 .50 640 (N
o_ DITCH C/L BVCE: 644. 1 Ul / DITCH C/L
Iw (TY .) EVCS: 17+8 .50 (TY .)
EVCE: 657.74 690 Lw 690
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635 m EC-2 x 635 / EXISTIN
N - L GRADE (T P.)
o_ '�� - 1 3 1 D - 12„
(S A. 14+ 5- 33' 3' (TA. 20 40- L
w z 10 15, RIGHT) GRASS 6851+00, RIGHT 685
Q (STA. 14+65 (TA. 14 65-
630 13+0 ,LEFT 1 +07, FT) 630 ST N. 26+ 0-
z GRASS STIR 5 20 83, LE T)
Q NTS
INLET)
z 680 680
0 5 ANDI G STR. 5
/ S<<2 55' MIN. STOP ING OULET)
625 SIGHT DISTANCE 625
W
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HEADLI HT BEAM2' ABOVE O
620 L=12^ G SS
620 3' '• / ROAD / 1° DIVERGENCE 0+83-
3(STA.
2 �� / LANDING/ INT RSECTI N E 2 + '
N S
VI PS A: 10 17.50 D = 12^ 670 (STA. 2 +00- 670
STR.18 PVI E EV:61 .22 3
-2.00 °
& 1s) K:2.5
615 LVC: 1 D.00 NTS
615
BVCS: 10+1 .50 (STN. 13+ - GREE LO T FA M OU T GREEN OFT D FARIA
17 BVCE: 618. 2 10 15, LEFT)
612 EVCS: 10+2 .50 (z5 mp DESIGN PEED) 665 (5 p 665
EVCE:
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10+50 11+00 11- D 12- 0 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19- 19+50 20+00 20+50 21+00 21- 0 22. 0 22+50 23+00 23+50 24+00 24. 0
X101-
616.8500.00 /
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= 617.9z PC: 10+29.89
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GRAPHIC SCALE
60 0 26
( IN FEET )
1 inch - 50 ft.
LOT '
5-49 ac.
200 LOT z
2.94ac.
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JOB NO.
132091
SCALE
1 "=5' (V)
1"=50'(H)
SHEET NO.
2
ROAD PLAN NOTES:
1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. rr��
/ 2. THIS PROJECT IS NOT LOCATED WITHIN FLOOD PLAIN LIMITS. / TH 0
3. THERE IS NO STREET LIGHTING PROPOSED AT THIS TIME FOR THIS SUBDIVISION.
4. THE ROAD CONSTRUCTION FOR THE ENTIRE LENGTH OF GREENLOFT FARM COURT SHALL OCCUR AT ONCE. 20' DRAINAGE
5. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, UTILITIES AND DRAINAGE STRUCTURES, VERTICALLY EASEMENT '!�7
AND HORIZONTALLY, PRIOR TO CONSTRUCTION AND SHALL NOTIFY COLLINS ENGINEERING OF ANY CENTERED ON / _
DISCREPANCIES. PROPERTY LINE �SCOTT R. LINS�
6. CONTRACTOR SHALL REMOVE THE EXISTING CULVERT AT THE EXISTING ENTRANCE & REPLACE IT WITH THE / U Lic. No. 35791
PROPOSED CL. IV RCP CULVERT AT THE PROPOSED RELOCATED ENTRANCE. THE CONTRACTOR SHALL DB._PG.
REGRADE THE DUDLEY MOUNTAIN ROAD DITCH WHERE THE CULVERT WAS REMOVED AND SHALL ENSURE / ,.p,� O1�1S�Z1
POSITIVE DRAINAGE TO STRUCTURE 16. / i- -
/ 7. PROPOSED DRAINAGE EASEMENTS LOCATED WITHIN THE DEVELOPMENT ARE PRIVATE & SHALL BE / D'�y�
MAINTAINED BY THE HOMEOWNERS ASSOCIATION. > / S`�IONAL FIVPl
8. GUARDRAIL SHALL BE INSTALLED WHERE APPLICABLE BASED ON FINAL ASBUILT GRADES. 170
9. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING THE SURVEY WORKSHEETS FOR THE ROADWAY AND
DRAINAGE STRUCTURES PRIOR TO CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. CONTRACTOR SHALL FIRST
VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS. 41 / / I w F
io.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT EXITING STRUCTURES TO CONFIRM THE INVERTS
AND TO ENSURE THE PROPOSED GRADES CAN BE ACHIEVED. O8� LOT 7
u. AS SHOWN & LABELED, THE PROPOSED GREENLOFT FARM COURT IS PRIVATE. 2.10 ac.
22.ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE PRIVATELY MAINTAINED BYTHE HOME OWNER'S / \ _ �� k Lu Z
ASSOCIATION. �7 LOT 8 �O O
23. ALL PROPOSED SLOPES STEEPER THAN 3:2 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR STABILIZATION v 3 08 ac / / `� z
PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR STABILIZATION &SHALL HAVE A RIPRAP LINED o w o
GROUND COVER SELECTED FROM TABLE 3.37C OF THE VESCH.
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12.0
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PT: 5+11.11 / / / / DEDICATED TO PUBLIC USE
/ / , / /' DB. 4939 PG.419 \ \ e \ \
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3.86 ac.
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PVI STA:27+19.64 PVI STA:29+69.64 PVI STA:32+94.64 c�
PVI ELEV:721.42 (STA. 27+66- PVI ELEV:716.43 PVI ELEV:718.06 O
30+10, RIGHT � (%1
K:15.47 ) K:59.97 K:35.64 VV �� 06
LVC: 150.00 OL=12" LVC: 150.00 LVC: 100.00
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JOB NO.
132091
SCALE
1 "=5' (V)
06
O SHEET N0.
r
3
50
NOTE:
CONTRACTOR SHALL INSTALL A LOW
MAINTENANCE GROUND COVER ON ALL
SLOPES STEEPER THAN 3:1, AS SHOWN.
TOP CONC RISER
562.94
RURAL
PRESERVATION
TRACT A (70.28t ac.)
io' WIDE ACCESS ROAD
ENCOMPASSED IN 20' WIDE SWM
ACCESS & MAINTENANCE ESMT.
ESMT. DEDICATED TO PUBLIC USE
DB.4939 PG.419
20 DRAINAGE ESMT.
DEDICATED TO PUBLIC USE
DB.4939 PG.419
/
652/
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656.01
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TOP 585.17
II 578.97
10 575.14
10 555.91 \
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43.8' 15" HDPE\
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REAR YARD SWALE,
LOTS ii-i3
PROPOSED 20' WIDE —
DRAINAGE EASEMENT TO BE
DEDICATED TO PUBLIC USE.
GRAPHIC SCALE
25 50 100
( IN FEET )
1 inch = 50 ft.
200
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Lic. No. 35791
01/15/21
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JOB NO.
132091
SCALE
1 "=5' (V)
1 "=50' (/ ,
SHEET NO.
4
660 660 TH 0�
SCOTT R. LINS�
Lic. No. 35791
650 650
10j 01/15/21
CONT ACTORT ROADSIDE DITCH TO
INSTALL VDOT D. OUTFALL INTO LOTS 14 & OIONAL F,
POSED ES-i TO INTERCE T iS's SIDEYARD SWALE
DRAINA EFROM HE PROPOSED
645 ROAD IDEDITC . 645 685 GRADE 685
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590 590 P OPOSE w z
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640 640 680 680 o w o
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JOB NO.
STR. 18- OUT 132091
W W
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