HomeMy WebLinkAboutWPO201500026 Plan - As-built 2019-09-30U
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FOR INDEX OF SHEETS SEE SHEET 1A
FHW A 554 DATA 55028
THIS PROJECT WAS DEVELOPED UTILIZING THE VDOT'S ENGINEERING
DESIGN PACKAGE (GEOPAK). TA
GEOPAK Computer Identificoti0n N0. 104655 ALB13EMAR E COUNTY OFFICE OIL FACILITIES DEVELOPMENT
CHESAPEAKE BAY PRESERVATION C04PLIANCE
ACHIEVED BY PURCHASING 0.42 LBS. PHOSPHORUS
FR04 Le 4oulIaLLC ON 0211712017
ALBEMARLE COUNTY VSW APPLICATION #= WP0201500026
AMENDMENT 1 TO WP0201500026: 07/11/2018
AND PROFILE OF PROPOSED
--'HWAY
STATE H I
ALBEMARLE COUNTY
ROUTE 654
STATE r tUPROJECT
0 ECT HIU ROUTE I HP PROJECT SNOT
VA. 654 9999-002-R45
(SEE TABULATION BELOW
FOR SECTION NUMBERS)
FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA
URBAN COLLECTOR -UNDIVIDED -ROLLING -45 MPH MIN. DESIGN SPEED
F r : 0.35 41. W. of INT. WITH ROUTE 656 (GEORGETOWN RD.)
To: 0.05 41. E. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
AD T (2014) 21,000
AD T (2038) 28,000
DHV (2038) 3,000
D (%) (design hour) 55%
T W(design hour) 2%
V (MPH)
DESIGN CRITERIA STD. GS-7
SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL CURVE SPEEDS
FROVoo 00,, V/0 Wo OF /A/To WITH ROUTE 656 (GEORGETOWN RDO)
T00o 0005 V/0 E0 OF INT. WITH ROUTE 656 (GEORGETOWN RDO)„
CONVENTIONAL SIGNS
STATE LINE ----------------
(OUNTY LINE -
(AT TOWN OR VILLAGE
RIGHT OF WAY LINE
FENCE LINE ------------------------------------------------
X X
UNFENCED PROPERTY LINE ..........................
fi
FEN(7ED PROPERTY LINE
xx
WATER LINE -------------------------------------------—
SANITARY SEWER LINE................................-
GA6 LINE
- 4 G - - -
EL"R_1( UNDER,0ROUND .`ABLE ..................
- E —
TRAVELEDWAY --------------------------------------------
- - - - - - - - - -
OUA" RAIL
--
-------- - -
RETAINING WALL -----------------------------------------
RAILROAOR------------------------------------------------
K
BASE OR SURVEY LINE --------------------------------
0
o 'n ��)
M O
LEVEE OR EMBANKMENT
BRI]DOES ------------------------------------------------------
4�ULVERTs---------------------------------------------------
DROP INLET ------------------------------------------------
POWER- POLE$ ....................................... t t t t t
TELEPHONE OR, TELEGRAPH POLES ---------------
TELEPHONE OR TELEGRAPH LINE$ ..- TlT9 � ..
HEDGE--------------------------------------------------------
TREE$............................................ 0 0 0 0 0
HEAVY WOODS --------------------------------------------- mmmmm
GROUND ELEVATION ')ATW LINE q
GRADE ELEVATION --------------------------------------- DATUM LINE �I
THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY
AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL
SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC
FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY,
INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL
CONSTRUCTION PLANS, FOR INFORMATION RELATIVE TO ELECTRONIC
FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.
DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION
AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT.
THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE
DEPARTMENT'S 2016 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD
AND BRIDGE STANDARDS, 2009 UTCD, 2011 VIRGINIA SUPPLEMENT TO
THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS
AMENDED BYCONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC
PDF VERSION OF THE PLAN ASSEMBLY.
ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND
WIDENED IN ACCORDANCE WITH STANDARD _TC_5.11U , EXCEPT
WHERE OTHERWISE NOTED.
THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL
SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY,
ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,
IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW,
V
O Q)
O
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z
Q
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TO OLD GARTH RD.
r
(Route60/)
PROD. 9999-002-R45
PE-101, C-502
PROJ. 9999-002-R45
-201
O O
i -�
E,I
DESCRIPTION REFERENCE
STA. 100.85.78 BARRACKS ROAD
INTERSECTION
WITH OLD SALEM DR.
0
1T
N
(4
Population Albemarle County 99,014 (2010 Census)
;*4
N
Ln
J
d
ti
PROD. 9999-002-R45
PE-101, RW -201, C-503
5
gyp,• 0y J��QP� , ��
V
o
`�---� o /°� 25
BARRACKS ROAD TO CHARLOTTES l
/ V LLE CBD
(ROUTE 654)
0
/
�Z
07�/
L�
0 BRIAN A. —
McPETERS
LiG. No. 041405
Kimley-Horn & Associates, Inc.
Richmond, Virginia
ROADWAY ENGINEER
SCALE
4'OU 86T
REVISED
R1 - 05/19A6
R2 - 05/25/16
R3 - 12/09A6
R4 - 08/23/ 17
R5 - 05/01/18
R6 - 05/07/18
R7 - 07/10A8
R8 - 07/16/19
STATE
FEDERAL AID
TYPE
UPC
EQUALITIES
LENGTH INCLUDING
LENGTH EXCLUDING
BRIDGE
TYPE
PROJECT
SECTION
PROJECT N0.
CODE
N0.
BRIDGES)
BRIDGE(S)
PROJECT
PROJECT
DESCRIPTION
FEET
FEET
MILES
FEET
MILES
N0.
N0.
PE-101
PENG
104655
1581,77
0,30
1581,77
0.30
NONE
PRELIM. ENG
Fr: 0.33 MI. W. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
Ln
To: 0.05 MI. E. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
RW-201
ROWA
104655
1400,61
0.27
1400,61
0.27
NONE
R.O.W.
Fr: 0.33 MI. W. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
N
To: 0.05 MI. E. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
O
CD
I
C-502
1000
104655
1331.72
0.25
1331.72
0.25
NONE
CONSTRUCTION
Fr: 0.33 MI. W. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
rn
To: 0.09 MI. W. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
Cn
rn
C-503
1000
104655
250.05
0.05
250,05
0,05
NONE
CONSTRUCTION
Fr: 0.01 MI. E. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
To: 0.05 MI. E. OF INT. WITH ROUTE 656 (GEORGETOWN RD.)
Project Lengths are based On ... BARRACKS RD. CONST R_(ROUT E 654) � _ _ _ _
RECORD DRAWINGS
JUNE 26, 2019
TIER 1 PROJECT
LOCALLY ADMINISTERED PROJECTS
____ ALBEMARLE COUNTY
---------------------------
NAME OF LOCALITY
(SIGNATURE)
----------------------------------------
NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED)
----------------------------------------
RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACOUISITION
10/07/2015
JACK M. KELSEY, PE
DATE
------- -
JACK KELSEY,PE
(SIGNATURE)
----------------------------------------
NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED)
RECOMMENDED FOR APPROVAL FOR CONSTRUCTION
04/04/2017
JACK M. KELSEY, PE
DATE
------- —
JACK KELSEY,PE
APPROVED
by the Albemarle County
Community Development Department
Date 01/27/2020
File WP02015-00026
THIS DRAWING HAS BEEN REVISED TO SHORN THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT
GUARANTEED TO BE "AS BUILT" BASED ON THE INFORMATION
MADE AVAILABLE.
DATE. 07/16/2019 BY: ('►�
Copyright 2015, Albemorle County
711612019 KARIC-CIV\113038 - Albemarle Cty On-Call\I8-BGrracksRd\CADD\REF\Sheets\dIO4655br00l.dgn
PROJECT SHEET NO.
9999-002-R45 /
912912019 ..................... ..................... .................................................... d104655br001hl.d n
9
1:07.42 PM Plotted By. mlchael.m/tchell
PROJECT NAG E R : J. ANDERSON (434) 872-4501
---------------------------
SURVEYE BY: NXL CONSTRUCTION SERVICES—INC_________
DESIGN SUPERVISED BY: BRIAN MCPFTFRS P� (KIMLELY_HORN)
DESI ED BY K/MLEY- BY, ATE: INC/A MAP— C._ _ _ _ _ _ _ _ _ _ WATFAIR"k- UALI Y AND GUANTITY
SU SURFACE UTILITY BY, DATE LNFRAMAP_CORPORATION____
J.
off -A
L T H C/ NOW
OH
o BRIAN A.
U McPETERS
LIC. No. 041405 Q�_
Fss oN A L
REVISED
STATE
R7 - 07/10/18 ROUTE
STATE
SHEET NO.
PROJECT
9999-002-R45
C-502, C-503 1H.0)
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
/ Kimley-Horn & Associates, Inc.
Richmond, Virginia
° ROADWAY ENGINEER
OUTFALL I i
SCALE
50' 100'
WATER OUAL/TY SUMMARY
OVERALL
A -SITE [AREA] IMPERVIOUS PERVIOUS AREA REMOVAL
SCENARIO [AG.] AREA [AG.] [AG.] REQUIRED
PRE -DEVELOPMENT 0,391 0,050 0,342
\\ .° 0.42
POST -DEVELOPMENT 0,391 0,267 0,124
LEGEND
DISTURBED AREA - ACREAGE
PROP. IMPERVIOUS AREA - ACREAGE
APPLICABLE AREA, "A -SITE"
— - — - — - — - — MS-I9 CROSS-SECTION LOCATION
OUT FALL 2
AREA 2
A- SITE. 0.057 AC. /
IMP. COVER PRE. 0.012
IMP. COVER POST: 0.9�
OUT FALL 3
/
AREA 1: Barracks West
SCENARIO
A -SITE [AREA]
[AG.]
IMPERVIOUS
AREA [AG.]
PERVIOUS AREA
[AG.]
IMPERVIOUS
COVER
P LOAD
[LB/YR]
REMOVAL REQUIRED
(LB/YR)
PRE -DEVELOPMENT
0.334
0.038
0.296
11.3%
0.12
0.41
STATEWIDE AVG. CONDITION
0.334
0.053
0.280
16.0%
0.15
0.38
POST -DEVELOPMENT
0.334
0.236
0.098
70.7%
0.52
Situation 2
AREA 2: Georgetown
SCENARIO
A -SITE [AREA]
[AG.]
IMPERVIOUS
AREA [AG.]
PERVIOUS AREA
[AG.]
IMPERVIOUS
COVER
P LOAD
(LB/YR)
REMOVAL REQUIRED
[LB/YR]
PRE -DEVELOPMENT
0.057
0.012
0.045
21.1%
0.03
0.04
STATEW I DE AVG. CONDITION
0.057
0.009
0.048
16.0%
0.03
0.04
POST -DEVELOPMENT
0.057
0.031
0.027
53.7%
0.07
Situation 3
CHESAPEAKE BAY PRESERVATION COMPLIANCE
ACHIEVED BY PURCHASING 0.42 LBS. PHOSPHORUS
FROM Le Moulin, LLC ON 0211712017
THIS DRAWING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT
GUARANTEED TO BE "AS BUILT" BASED ON THE INFORMATION
MADE AVAILABLE. THE INFORMATION SHOWN ON THIS SHEET
IS IMMATERIAL TO THE AS —BUILT SURVEY BY
LINCOLN SURVEYING, DATED 12/19/18.
DATE: 09/30/2019 BY: 1?,.-.dl XA___
PROJECT SHEET NO.
9999-002-R45 IH(l)
.............................................................................................................................................................................................................................. / .... -------------------------------------------------
9/29/20/9 d104G55br00 h2.dgn
/:/0.5/ PM
Plotted By. mlchoel.mltchell
P R 0 J E C T M AN AG E R: J. ANDERSON (434) 872-450/
SURVEYED BY: NX—L CONSTRUCTION SERVICESINC ._________
DESIGN SUPERVISED BY: BRIAN MCPETFRS PE (KIMLEY_HORN)
D E S I G N E D B Y : K/MLEY--HQR/V R _A��QC/ATS /NC-. _ _ _ _ _ _ _ _ _
SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____
J
MS=49 DATA SHEET
THIS DRAINING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY-HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT
GUARANTEED TO BE "AS BUILT" BASED ON THE INFORMATION
MADE AVAILABLE. THE INFORMATION SHOWN ON THIS SHEET
IS IMMATERIAL TO THE AS -BUILT SURVEY BY
LINCOLN SURVEYING, DATED 12/19/18.
DATE:09/30/2019 BY: � xAwu_
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MOv RC cl IR TCrT Tn rWAKirr Oc nrrMrn
.................... 9./.29/.2019.............................................................................................................. ------------------------------------------------------------------------------.................. .............................................. ................. ..... d1.04655br.00.4.d9 n......................--------------------------------------------------
12:55:08 PM Plotted By: michoel.mitchell
P R 0 J E C T M AN AG E R: J. ANDERSON_ (434) 872-4501 _ _ _ _ _ _ _ _ _
SURVEYED BY: NXLCQ_NL518U_C_L1QN 5ERVICL51N----------
DESIGN SUPERVISED B Y: BRLAN M-CPETERS PE (KLMLF-Y=HORN)
DESIGNED BY:,KIYLEY-l1QRN_&-ASSOCIATES 1NC.__________
SUBSURFACE UTILITY BY, DATE: L_NFRA_M_AP_CORPOR_ATLON_ _ _ _
NOTES.
lJ CONTRACTOR SHALL RELOCATE ALL MAILBOXES
ALONG BARRACKS ROAD PER VDOT STANDARDS.
2.) CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO AVOID
ANY CONSTRUCTION IMPACTS TO THE KNOWN CEMETERY ON
PARCEL 016 AND 0/7.
3.) CONTRACTOR SHALL FIELD LOCATE THE EXISTING SANITARY
LATERAL TO PARCEL 0/7 AND RECONNECT TO THE RELOCATED
_ _ . _ • - • STD EC -I, CL I
• - • - 15" -� ��'� •� 3al TONS REO'D.
r'- _._.-•- TYPE A INSTALLATION
4-
I j
1 ► I �
SANITARY L/NE. THE LATERAL LOCATION FOR PARCEL /7 AS j La !
_ I
SHOWN IS APPROXIMATE. I I
4.) CONTRACTOR SHALL SUBMIT A BYPASS PUMPING AND/OR A PUMP AND HAUL i
OPERATIONS PLAN FOR RELOCATION OF THE SANITARY FORCE MAIN ON PARCEL 0/7. TO I
I
THE ENGINEER AND ACSA FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION,
UTILITY NOTES. j o
I
U0 5/ LF - 6" C-900 PVC FORCE MA/N-3
U2) CONNECT TO EX. 6" PVC FORCE MAIN j I
WITH LONG BODY SOLID SLEEVE I !
I 1
U3) 6" - 22.5' BEND (THRUST BLOCK IN 0/7 j 1
ACCORDANCE WITH ACSA I !
i I
DETAIL TD-3)
U4) CONNECT TO SS-3A
i
I
INV. = 581.80'.
I M
PROP. TEMP. `Q W I 1
CONST R. EASE. I_� j
PROP. PERM. ACSA SAN.
SEWER. EASE.
DO NOT DISTURB CEMETERY a
O /s EXIST. R/W
/ REPL. WATER METERPROPa TE Pa 1
�� &SERVICE CONSTR. EASE. 1
FOR FBI _TR_ANCEi
0I6 •43.95 •' -"-i
23.6' LT ,••�
•70a36 1
1-1 __1 27.5'LT
SS-2
S' Sh / �
8_ U/ 1
•S,�/114
I`i
t
0l6
DAMES H. HARRIS, JR.
PARCEL ID• 060AO-09-00-026AO
W.B. 144 PG. 29
0.50 AC,
CONTRACTOR SHALL FIELD LOCATE THE EXISTING
SANITARY LATERAL TO PARCEL 0/7 AND RECONNECT TO
THE RELOCATED SANITARY LINE. THE LATERAL LOCATION
FOR PARCEL /7 AS SHOWN IS APPROXIMATE.
S-
4-I
STD. UD-4 REO'D.
LEGEND
DEMOLISH AND REPLACE
PAVEMENT
a. n.:4•;a :a:
d : a: a: : a .
PROPOSED CONCRETE
. . . . PROPOSED PAVEMENT
MILL/OVERLAY/BUILD UP
DENOTES CONSTRUCTION LIMITS IN
CUTS
Al
EXIST.PIPE TO BE REMOVED
_ DENOTES CONSTRUCTION LIMITS IN
FILLS
0
EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
NOTE. DOT - DOT - DASHED LINES DENOTE
TEMPORARY EASEMENTS.
EXIST. PIPE TO BE ABANDONED
NOTE. DOT - DASHED LINES DENOTE PERMANENT EASEMENTS.
PROP. 5' CONC. SIDEWALK
Z
ADJUST EXIST. UTILITY TO PROPOSED GRADE
01
PROP. PERM. DRAINAGE
EASEMENT
W
PROP. TEMP, b
CONSTR. EASE.
FOR ENTRANCE a
i
,- EXIST. R/W
! �4 /
S-
BARRACKS RD. CONST.g
(ROUTE 654)
Ag STD. CG-7 REO'D.
Ra
PROP. SANITARY SEDER DATA
Structure
Inv.
Rim Elev.
Descrip.
SS-2
582.60
589.86
Prop. SMH-2
SS-3A
581.40
585.90
Prop. SMH-3
SS-3
580.70
585.95
Prop. SMH-4
SS-4
579.50
585.19
Prop. SMH-5
SS-5
577.80
584.23
Prop. SMH-6
SS-6
575.75
581.73
Prop. SMH-7
EX. SS-7
j 575.55
j 581.68
Exist. SMH
REVISED STATE
R1 - 05/19/16 STATE ROUTE PROJECT SHEET NO.
o� R2 - 05/25/16
R3-12/09/16 9999-002-R45
BRIAN A. R5 - 05/01/18 VA. 654 4
NON -SLIP & TRIP TOP REO'D. McPETERS R8 - 07/16/19 RW-201 C-502
COATED FOR HYDROGEN SULFIDE PROTECTION o LIC. No. 041405 Q�_
\ DESIGN FEATURES RELATING TO CONSTRUCTION
J ONA L OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Structure
Inv. In
Inv. Out
Length
Descrip.
SS-2 to SS-3A
582.60
581.60
120.93
8" SDR-26 PVC PIPE
Sanitary Lateral
M. E.
581.75
14.24
6" SDR-26 PVC PIPE
SS-3Ato SS-3
581.40
580.90
43.50
8" SDR-26 PVC PIPE
SS-3 to SS-4
580.70
579.70
108.85
8" SDR-26 PVC PIPE
Sanitary Lateral
580.88
580.54
17.11
6" SDR-26 PVC PIPE
SS-4 to SS-5
579.50
578.00
142.43
8" SDR-26 PVC PIPE
Sanitary Lateral
578.87
578.65
11.23
6" SDR-26 PVC PIPE
SS-5 to SS-6
577.80
575.75
1 191.95
8" SDR-26 PVC PIPE
Sanitary Lateral
577.23
577.00
11.35
6" SDR-26 PVC PIPE
SS-6 to EX. SS-7
575.65
575.55
10.54
8" SDR-26 PVC PIPE
0l9
v
o a�0
� W
PROP. 6" PVC p
SANITARY SEWER LATERAL QC
SEE ACSA STD. S-2 L,
M/N. GRADE -2.00% p
PLUG END AND MARK WITH
PK NAIL IN PROP ASPHALT
8" PVC SANITARY SEWER PIPE
PROP. PERM. PROP. T MP.
ACSA SAN. CONSTR.EASE4ENT
SEWER. EASE. FOR ENTRANCE
a
W
0 0°
o
ss-
S 8 SAN
Kimley-Horn & Associates, Inc.
Richmond, Virginia
ROADWAY ENGINEER
PROP. 6" PVC
SANITARY SEWER LATERAL
aN; SEE ACSA STD. S-2
Ln MIN. GRADE -2.00%
�N PLUG END AND MARK W/
�• GREEN HUB
W UX
r e
i O
v E
020 0 r E o EXIST. R/W C�F�VFo
o �, oar
w 00
PROP. TEMP, a - ------
CONSTR. EASE.
w FOR ENTRANCE
PROP. 6" PVC 2\-',�
w SANITARY SEWER LATERAL
MSEE ACSA STD S-2 4 P�
O MIN. GRADE -2.00% \'� I
~ PLUG END & MARK 9 N
W/ GREEN HUBCD
o / SHORTEN LINE
5.54 LINEAR FEET
- -•-•- -.......EXIT._'0T-'------SS-5 a,s (-7
RIW DO
J� ----
4-7 o LL
CURVE Cl
Curve Cl
PI = 110.04.59
DELTA = 4/° 58' 57.39" (LT)
D = 6' 37' 26"
T = 331.89'
L = 633.82'
R = 865.00'
PC = 106.72.70
PT = 113.06.52
V = 45mph
e = 4.00%
Lr = 83'
l� RELOCATE WATER 41ETER AND REPLAC
SERVICE LATERAL TO THECORPORATIO STOP.
IF EXISTING CORPORATION STOP /S NO
USEABLE, CORPORATION STOP AND
SERVICE LATERAL WILL BE REOUIRED
SAWCUT LNE
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
Profile Sheet 4A
E&S Control Plan 4B
Driveway Profile 4C
Drainage Description 7(l)
Struca 4-2 Detail 7(2)
Storm Sewer Profiles 7(3)-(4)
X-SS-
0 0, 07 E -
N 88 2
X4-
ND PROJ. 9999-002-R45 PE-101, C-502
STA.114.27.81 BARRACKS ROAD CONST. @
END PROD. 9999-002-R45 RW -201
STA.112f46.65 BARRACKS ROAD CONST. q
xNOT Eo REVISION 8 REFLECTS THE GUARANTEED 'AS -BUILT'
CONDITIONS PER THE AS -BUILT SURVEY BY LINCOLN
SURVEYING, DATED 1211912018.
THIS DRAWING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY-HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT
GUARANTEED TO BE "AS BUILT" BASED ON THE INFORMATION
MADE AVAILABLE.*
DATE: 07/16/2019 BY: 13.4" X/4r-
SCALE PROJECT
0 25 50 9999-002-R45
SHEET NO.
4
N
\
N
P R 0 J E C T M AN AG E R: J. ANDERSON (434) 872-450/
SURVEYED BY: INC._________
DESIGN SUPERVISED BY: BRAN M-CPETE/!S PE (K/MLF-Y=HORN)
DESIGNED BY: KIMLEY--HQRIV R _A��QQIAT�S lNC.__________
SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____
1 ?xx
N
''1 , 's-A I A " `AI
'o" l'__l S ,i) E
i � IIISHET
I P T ♦ i'
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SHEET 3 SHEET 4 ROADWAY ENGINEER
3-1 6.1 LF ST De W -I OR 2 REQ.
1 STD° MH-I FRAME & COVER REQ. R5
4-7 /STD° DI-3B REQ.
INV. 60/e6'; RIM = 608.40' R4 L=10', H=3e9', INV = 580e6'
STD. IS-1 REQ'De
CONNECT TO EXISTING PIPE CONNECT UD-4 TO Dl R5
SHEET 4 (CONT'D.) R5
3-I TO 3-2 /98'-15" ST ORV SEWER PIPE REQ. (3' COVER)
SILT TIGHT JOINT TYPE 4-7 TO 4-1 196'-15" STORM SEWER PIPE REQ. (3' COVER) -4 9_ c,Tn I /u inn ncn
l NV (//V) = 60I e6', INV (OUT) = 598.0' (716' RADIUS WITH OPEN JOINTS - USING 8' PIPE JOINT LENGTHS) eeVER o °
JOINTS ARE TO BE OPENED A MAXIMUM OF 25X OF THE SPIGOT 4► o o � � � - Q
e , e
3-2 1 STD. DI-3BB REQ. OR TONGUE LENGTH.
e °
L=61, H=10e41
, INV = 592e0' R4 SILT TIGHT JOINT TYPE
STD. 1S-1 REQ. INVON) = 580.61, INV(OUT) = 578.6'
CONNECT UD-4 TO DI • , -, �-Tn n � � �, -z n n n , 5, n ► R
3-2 TO 3-4 293'-I5" STORM SEWER PIPE REQ. (3' COVER) — R', u- �e �', ^" � - §79e 5' i An 44) - 7; en/ i AIWO iT 6
SILT TIGHT JOINT TYPE G-04E�T 49_4 T , — 46e
I NV UN) = 592e0', INV (OUT) = 588e9' TGG c c 49r i i c �u o c c i o Alin T o r o l ('T A lT
R4 R5
3-3 1 STD. DI -7A REQ. TYPE I GRATE REQ.
irr� ,r,� �Tnnl / �r�Airn ninr nrn , �. ten► irn► SHEET 5
H=4e01, INV = 592.4' _ _ _ _ - - _ — , , — — — --e . _ _ � ER, _
5—I 3-3 TO 3-2 24'-15" STORM SEWER PIPE REQ. (3' COVER) ° H=4e0', INV = 562eT
l STD. Dl-12B REQ. TYPE l GRATE REQ. R4
SILT TIGHT JOINT TYPE STRUCTURE SHALL BE CAST —IN —PLACE
INV(IN) = 592e4, 1NV(OUT) = 592e1'
(3-4)TO D
NOTES:
I STD. DI-3B REQ.
L=81, H=4e51, INV = 588e8'
CONNECT UD-4 TO DI
ACCESS LID SHALL BE
SLIP AND TRIP RESISTANT
24/'-15" CONC. PIPE CLASS 111 REQe (3' COVER)
(716' RADIUS WITH OPEN JOINTS - USING 8' PIPE JOINT
JOINTS ARE TO BE OPENED A MAXIMUM OF 25X OF
OR TONGUE LENGTH.
SILT TIGHT JOINT TYPE
I NV UN) = 588e8%INV (OUT) = 582.5'
le ALL STRUCTURES GREATER THAN 4 FEET
IN HEIGHT SHALL HAVE STD. ST -le
LENGTHS)
THE SPIGOT
5—1 TO 5-2
71-15"STORM SEWER PIPE REQe (3' COVER)
SILT TIGHT JOINT TYPE
INVUN) = 562e71,1NV(OUT) = 562.6'
CONNECT TO EXISTING STRUCTURE
CONVERT EXISTING
I STD. MH-1 FRAME F
RN = 568e87'
STD. IS-1 REO'D°
DI TO MH
COVER REQ.
THIS DRAWING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT
GUARANTEED TO BE "AS BUILT" BASED ON THE INFORMATION
MADE AVAILABLE. THE INFORMATION SHOWN ON THIS SHEET
IS IMMATERIAL TO THE AS —BUILT SURVEY BY
LINCOLN SURVEYING, DATED 12/19/18.
DATE:09/30/2019 BY: /S4, 9/40--
P R 0 J E C T M AN AG E R: J. ANDERSON (434) 872-450/
SURVEYED BY: INC._________
DESIGN SUPERVISED BY: BRAN M-CPETE/!S PE (K/MLF-Y=HORN)
DESIGNED BY: KIMLEY--HQRIV R _A��QQIAT�S lNC.__________
SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION____
I '--' I,-)ESlv_,/l_
♦ E
SHEET 4
4-1 I STD. D - �B REO.
L=81, H= e ', INV = :575.575.3' H
STD. IS-1 REO'D.
CONNECT UD-4 TO DI
4-I TO 4-2 411
48" STORM SEWER PIPE REO. (5' COVER)
LEAK RE LYNTJOINT TYPE
INVUN) = I NV (OUT) _ ' 575.1'
62 CY MINOR STRUCTURE EXCAVATION
4-2 � LF MOD. MH-I OR 2 REO. (SEE SHEET 7(2))
I STD. S
lf
RAME & COVER REO.
/NV = . ; RIY = �'S84.66'
STD. IS-1 REO'D.
(2DTO 4-3 /55'-/5" STORM SEWER PIPE REO. (2' COVER)
SILT TIGHT JOINT TYPE
I NV UN) =5�:5.729 I NV (OUT) _ 564.4 564.5'
A A A A A A A 5/,75.9 A A A A A A
t-5j LF STD. MH-1 OR 2 REO.
I STD. MH-1 FRAME & COVER REO.
INV.562.519 RIM = 567-.74' 567.74'
4-3 TO 4-II 64'-15" STORM SEWER PIPE REO. (2' COVER)
SILT TIGHT JOINT TYPE
INVUN) = 562.51, INV(OUT) _ 561.9-' 560.3'
a
4-4 I STD. ES-1 /5" REO.
INV = 5s6-.9' 547.8'
3./ TONS STD. EC-1 CLASS I REO. TYPE A INSTALLATION
4-II 5.2
4.6- LF STD. MH-/ OR 2 REO.
I ST . / FRAME & COVER REO.
INV. . '; RIM = 59-' 564.24'
STD. IS-1 REO'D.
4-II TO 4-4 759'-/5" STORM SEWER PIPE REO. (3' COVER)
SILT TIGHT JOINT TYPE
I NV UN) _ :559.9-', I NV (OUT) _ �9-' 547.8'
A A A A A A A A 5.58.4' A A A A A A A A ,
NOTES:
I. ALL STRUCTURES GREATER THAN 4 FEET
N IN HEIGHT SHALL HAVE STD, ST -I.
0
arm,
0
q
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
THIS DRAWING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT, THIS DRAINING REFLECTS
THE GUARANTEED "AS —BUILT" CONDITIONS PER THE AS —BUILT
SURVEY BY LINCOLN SURVEYING, DATED 12/19/18.
DATE: 0 7/16 /2019 BY: /3.dll x4ow_
P R 0 J E C T M AN AG E R : J. ANDERSON_ (434) 872-4501 _ _ _ _ _ _ _ _ _
SURVEYED BY: NXLCO-N-51HU-C- OV 5ERV1CL5 LNC.________-
DESIGN SUPERVISED B Y: BRLAN M-CPET ERS PE (KLMLF-Y=HORN)
DESIGNED B Y : ,KIYLEY-LIQRN_ &-ASSOCJgT-F-,S LNC-._ _ _ _ _ _ _ _ _ _
SUBSURFACE UTILITY BY, DATE: LNFRAMAP_CORPORATLON_ _ _ _
TOP VIEW
381 "" ON.
STAINLESS STEEL
A ORIFICE PLATE
BOLTED IN PLACE
575.06
48" (INV. IN 575.5�eJ
NOTES:
STRUCTURE
ROUND OR SQUARE
12" OPENING
THROUGH WEIR WALL
l5" 575.0/
(INV. OUT 575=2z29
8"WIDE WEIR WALL
I. ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH MH-1 COVER.
584.66
RIM = �9 4 4
381 it MIN.
STAINLESS STEEL
ORIFICE PLATE
BOLTED /N PLACE
575.06
48" UNV. IN 575.:32J
0
l0° OR/F10
R5 (INV. _�J
SECTION A -A
= = :7-
0
STD. MH-1 FRAME & COVER
TOP OF 8" WEIR
(INV.9-J
578.5/
l00 YR WSE DEL = 578.981
l0 YR WSE (EL = 578.56)
2 YR WSE DEL = 577.59)
OU D UARE
12" OPENING
THROUGH WEIR WALL
l5° 575.0/
(INV.OUT -5 �.)
574.62
STRUCTURE INVERT = §75.22-
575.3/ DIAMETER WEIR PLATE OPENING
0
LATITUDE/LONGITUDE°
_58o0620669—78.5//687
4-2
REVISED STATE
— STATE SHEET NO.
��PL H L/ R3 - 12/09/16 ROUTE PROJECT
o� R5 - 05/01 /18
►� R6 - 05/07/18 9999-002-R45
o BRIAN A. = R8 - 07/16/19 VA. 654 7(21
McPETERS ➢ �+
LIC. No. 041405 � C-502
FEATURES
ING TO
ON
ASS/GNA L �� ORTOREGULATION RANDT CONTROL OF S TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Kimley-Horn & Associates, Inc.
Richmond, Virginia
ROADWAY ENGINEER
ME
No
NO=
No
�■■ate■0
■_■■■moo■Fa■o■
MEN
MEMO
0
NO
0
No
No
NONE
MEMO
ME
0
0
MEN
0
No■■
No
I�■�
•
NOam■■MAN.
0
�
NONE
�■�■�
� Yiw�1NFE
C■■■�
SEEN
Af
�U��IM
NOTES:
I. ALL STRUCTURES TO FOLLOW V DOT STANDARD DETAILS UNLESS
OTHERWISE DIMENSIONED ON PLANS.
2. ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD.
ST-I.
R5 3. ALL WEIR WALLS TO BE 8" CMU WITH GROUT FILLED CORES.
4. REFER TO DRAINAGE DESCRIPTIONS ON SHEET 70) FOR ALL RIM
AND INVERT ELEVATIONS.
5. INLET SHAPING AS NEEDED.
6. ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE LOCATED OVER TOP
OF ORIFICE PLATE.
7. ALL STAINLESS STEEL ORIFICE PLATES NOT CALLED OUT AS BOLTED
IN PLACE SHALL BE ATTACHED SUCH THAT EACH CAN BE REMOVED
WITHOUT ENTERING STRUCTURE BY SLIDING VERTICALLY OUT OF PLACE
ON C-CHANNELS.
8. SEE VDOT STD. SWM-DR FOR DETAILS ON STEEL PLATE, BOLTS,
AND ORIFICES NOT SHOWN.
9. SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE
SUBMITTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR
REVIEW AND APPROVAL.
THIS DRAINING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS A
GUARANTEED "AS BUILT" BASED ON THE IN —FIELD SURVEY
POST CONSTRUCTION BY LINCOLN SURVEYING, DATED 12/19/18.
DATE: 07/16/2019 BY: �&, XAxu_
PROJECT SHEET NO.
9999-002-R45 7(2)
.................... 9./.29/.2019...................................................................................................................................... -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------d1D4655br.00.70)=.As-Bul1t..d.9 n ------------------ 12:57:34 PM Plotted By: michoel.mitchell
PROJECT MANAGER:,). ANpERaQN 0f4)_872-45_0/ _______
S U R V E Y E D B Y : NXL OQN SI8(10T1QN_ SEf3V10ES-INC _ _ _ _ _ _ _ _ _ -
DESIGN SUPERVISED BY: BRIAN MCPETERS..PE (K1MLEEY-HORN) _
DESIGNED BY: KIMLEY-HORN & ASSOCIATESINC .___________
SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION_____
STORM 3-3 TO 3-2
PROPOSED
GRADE
EXISTING
GRADE
605
.......
......
603
-------
-��-
0
161
_.
3-1 to :3-2
598.00
/25
593
: _____ : _ 3-2 to 3-4
592.00
1.25
588 cvo
N
------ .
24 0/. L-.P..
15 Stor - ..Sewer- P>p Req'd.
---1.25 I`
$Tokm $EWE110V PkOFILE$
STORM 4-7 TO 4-1
595
N
--------------------------------------------------------------------------------------------------------------------------------
------------- ----
590 .. ----------------------------------------------------------------------------------------- ------------------- ----- :---o
------------------------------------------------------- -------------- -------
o P
:------------------------------------------------------------ ---- - ;--------------------------------------
ROP05ED:
o GRADE .
----- ------------- ------------- --- ---- ------------------------------ ----- -
�r o ------------------- - ---- ---- - ---- -
585 --- -- --- ----------------- --- ---- - ---- ; ---- ------ --- — --
------------
----- — ---- — -- -- -- ; -- ; ----= - -- - ----- - --- ------ 3-4 to 4-1
--------------------------------------- ------------------------------------------ - ---11582.50
El<ISTI�IG
-- --- ---- --- ---- - ---; ---GROUND------ 1.25
-----
o :-------: -- - --- ---
---------- -
o 195.82..L------------ ---- - -
--
•------ ---------------- ---------------- Storms Sewer Plpe Req'd. goo, 4 /: 4� 575.32
---- ----------------
--------- 1.02--- - --------------------- ------------------------------- --- 4.00
1
575 ----------------------------------------------------------------------------------------------------------------- -----
-------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- ------- ------- ---- ---------
...............................................................................................................................................
570.00 /+00 1.99
STORM 3-1 TO
07�N
o BRIAN A.
U McPETERS D
LIC. No. 041405
SSZ PN A L
REVISED
R3 - 12/09/16
R4 - 08/23/17
R5 - 05/01 /18
R8 - 07/16/19
STATE
ROUTE
%M• M
STATE
SHEET NO.
PROJECT
9999-002-R45
C-502
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Kimley-Horn & Associates, Inc. HORIZONTAL I
SCALE
R8 Richmond, Virginia
ROADWAY ENGINEER 0 25 50'
THIS DRAINING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT
GUARANTEED TO BE "AS BUILT" BASED ON THE INFORMATION
MADE AVAILABLE.*
DATE: 07/16/2019 BY: /3--a' lc�
SCALE
VERTICAL
0 '5 10'
Notes:
l) SS Pipe denotes Storm Sewer Pipe.
2) Storm Sewer Pipes shown on the profile are represented
by their inner diameter dimension, and do not include wall
thicknesses.
3) Only existing Utilities, at the time of the survey, are
shown on the Storm Sewer Pipe Profiles. These profiles
do not reflect either planned re -location of Utilities or
proposed Utilities, except for the waterline construction.
The Contractor is also directed to any Utility Plans that
may exist as part of this plan assembly.
4) Not all Utilities are shown on the Storm Sewer Profiles,
only those Utilities listed on the Utility Test Hole Data
Sheet with the addition of Sanitary Sewer line crossings.
5) All Utility locations are approximate, and are based on
information from the project's Test Hole Data Sheet.
Utility information shown is specific to its corresponding
Utility Test Hole location.
6) Utility Test Hole Information Is located on Sheet 1J.
7(3)
*NOTE: REVISION 8 REFLECTS THE GUARANTEED "AS -BUILT" 7) Utility clearance dimensions shown assume the use of concrete
CONDITIONS PER THE AS -BUILT SURVEY BY LINCOLN Storm Sewer Pipe and corresponding pipe thicknesses (worst
4-1 case scenario).
SURVEYING, DATED 12/19/20/80
R8
R5
4-7 to 4-1
578.60
1.25
'f-i i u-c
............... ............... ............... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... . .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... .... ..... --- ---- --- -- --- --
575.32
.............. :................ :................ :......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... -- --- ----- 4.00
41
5751
0+00
O
/+00
2,00
5100
4,00
5100
6,00
7,00 � 7,41
PROJECT SHEET NO.
9999-002-R45 7(3)
9/.29/.2019..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................d1.04655br.00.7.(4).d 9 n....-----------------------------------------------------
1:16:11 PM
Plotted By. michcel.mitchell
PROJECT MANAGER: J ANQERaON_ (4J4)_872-4._01 _ _ _ _ _ _ _ _ _ _ -
SURVEYED BY: NXLCQNSILU-C_T_lON SE13V1C 5 INO_________-
D E S I G N SUPERVISED B Y: BR1 AN MCPET ERS PE (K/MLEY-HORN) _
D E S I G N E D B Y : KI MLEY-HORN_ & _ASSOCIATES INC -__________SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION_____
1! 9� W$
GO
WiNI
STORM 5-/ TO 5-2
z
581
580
------ -
P.ROPOSED :
---------
GRADE.
575
�?
Qo---=-
Co
o
Ln
oLn
\CD
O
cr_
N
570
Ln
EXISTING
------
GROUND:
565
-----
5-2 to Ex. 5-3
562.60
6.93 L.F.
l5" Storm Sealer Pipe Req'd.
444
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SCALE
HORIZONTAL
0 25' 50'
SCALE
VERTICAL
0 5' 10,
Notes:
l) SS Pipe denotes Storm Sewer Pipe.
2) Storm Sewer Pipes shown on the profile are represented
by their inner diameter dimension, and do not include Wall
thicknesses.
3) Only existing Utilities, at the time of the survey, are
shown on the Storm Sewer Pipe Profiles. These profiles
do not reflect either planned re -location of Utilities or
proposed Utilities, except for the Waterline construction.
The Contractor is also directed to any Utility Plans that
may exist as part of this plan assembly.
4) Not all Utilities ore shown on the Storm Sewer Profiles,
only those Utilities listed on the Utility Test Hole Data
Sheet With the addition of Sanitary Sewer line crossings.
5) All Utility locations are approximate, and ore based on
information from the project's Test Hole Data Sheet.
Utility information shown is specific to its corresponding
Utility Test Hole location.
6) Utility Test Hole Information is located on Sheet lJ.
7) Utility clearance dimensions shown assume the use of concrete
Storm Sewer Pipe and corresponding pipe thicknesses (Worst
case scenario).
THIS DRAWING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT
GUARANTEED TO BE "AS BUILT" BASED ON THE INFORMATION
MADE AVAILABLE. THE INFORMATION SHOWN ON THIS SHEET
IS IMMATERIAL TO THE AS —BUILT SURVEY BY
LINCOLN SURVEYING, DATED 12/19/18.
DATE: 09/30/2019 BY: PLa—
................... 7/.16/.2019........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... d1.04655br.00.7.(4).-A.s-Bullt_d9n---------------------------------------------------
1I:06:57 AM
Plotted By: Ryon.Bounds
PROJECT MANAGER: J ANQERaON_ (4J4)_872-4._01 _ _ _ _ _ _ _ _ _ _ -
SURVEYED BY: NXLQQNSIBU-C IQ -A SE13V1C —5 INO_________-
D E S I G N SUPERVISED B Y: BRI AN MCPET ERS PE (KIMLEY-HORN) _
DESIGNED BY: KIMLEY-HORN_&-ASSOCIATES INC .___________
SUBSURFACE UTILITY BY, DATE: INFRAMAP_CORPORATION_____
STORM 4-1 TO 4-4
1! 9� W$
GO
WiNI
9) ) ($T)i n Ez
;zl 1 1T1k � , � X "
595
------ -----------------------------------------
=-----= =-----= =-----= =-----=
=-----= =-----= =-----= =-----= =-----=
=-----= =-----= =-----=
o
--- GRADE
---
-- -- -- -.-
--- -----= --- --- --- ---
--- --- --- --- --- ---
--- --- ---
590
°
o ---- ----
-o
---- --- ---- --- ----
--- ---- --- ---- --- ---- --- ---- --- ---- ---
---- --- ---- --- ---- ---
---
cr
�--
------ ---- ----
�n
----------=-------------=-------------=------
-------=------ ----- = =
Ln
-- --- ------ �°--------
- N
-- --
---
----
- ----- - --- - ----- - --- - ----- - ---
--- ---- -
585
✓: ---- ---- -----
: ---- ----- : ---- ---- - ---- ---- - ---- ---- - ---- ---- -
---- ---- - ---- ---- - ---- ---- - ---- ---- - ---- ---- - ----
---- - ---- ---- - ---- ---- ---
3-4 to 4-1
SS 3A to SSA
-------=------ -------------- ------- -------------
------------- ------------- ------------- ------------- ------------- ------
------- -----
582.50
4=
-----:--
-�:�
-------=-------=------------ --- ----
--- ---- --- ---- --- ---- --- ---- --- ---- ---
---- --- ---- ---- ---
/.25
--- - ----- - ----
2,
----
---�-------: --- ---- --- ---- --- ---- --- ----
_ - -
--- ---- --- ---- --- ---- --- ---- --- ---- ---
---- --- ---- --- ---- ---
CLARAN0------
---- ---
-------------------- ------- -------------
------------- ------------- ------------- ------------- ------------- ------
------- ------------- ------------- -----
4-7 to 4-1
-------=----------------------: ---- ----- : ---
---- : ----- : ---
578.60
/.25
-----
--
- ---- - ----- - ---- - ---- - ---- - ---- ---- ---- : ---- .
-------------- -------------------------------------------
---- : ---- . ---- : ---- . ---- : ---- ---- : ---- . ---- : ---- . ----
---------------- ---------------
: ---- . ---- : ---- . ---- : ---- . ---
--------------- --------------- ---------------
------- --------------------- - ------- ------------
--------------- :--------------- : ------------. -- -�� -.
----- : ----- : ---- : --- -.----GROUND. -------------.------ : ----- : ----
: ----- : ---- : ----- : ---- : ----- : ---
�=-------= ------ =
r�: O
o
------------ -- : ----- : ---- : ----- : ---- : ----- : ---- : -----�
: --
d
R...............
Ln;
4
.........:....... .................
................ .....................:.......:..............:...............:...............
.......... .......... ..... .......... ....
..... .... ..... .... ..... ... .
570
.. 0.98.........................................:...............:.......
:..J;99- L:.F...
:....
:.....
\ :
:.....:.... :.... :.....
:.0....
:..... ...��r.: N :..... :.....
:..
N. . ..... .... .
°.�.. :..... :.....
4
... .� ..
"-Storm.. Sewer' -Pipe .Req'�-.- -
-9:9- /
..._ . .- ..
_. . �. �....... ................ ....... :... !��22 �. ....:....
. ��„
or
.... ..�...... ....
.....:................................. ....... :.............:........
�. .
.. .... ... .
� .............................. .
0634 ...........
...:..................... :. �` ....�
OF
.:..... ..
�. ..
....................................... .
565
TOP RACK..:. :.. . ° .:....
:....
�....
....�`.. = ._ . :......
.. :.....:.... :.....:... .
... ...:.......:.......:......:.......:................
....... . .......
.65..�, e:
Rem \;. �r.
_
- _
...........................
............... :............... :...............
:............... :.................... ..........................
:\ ............................
.......................
........... .
..................................
........... .......
.:. .... .:. .. ...
:.....:.... :.....:.... :.....:....
f4 :..... :..... :..... :.....
..
..........
:..... :..\...:
6 79
..... ..........
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5451
0+00
/+00
2100
3100 313/
C-1, CL l
S REO'D.
A INSTALLATION
0
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
SCALE
HORIZONTAL
0 25' 50'
SCALE
VERTICAL
0 5' 10'
Notes:
l) SS Pipe denotes Storm Sewer Pipe.
2) Storm Sewer Pipes shown on the profile are represented
by their inner diameter dimension, and do not include Wall
thicknesses.
3) Only existing Utilities, at the time of the survey, are
shown on the Storm Sewer Pipe Profiles. These profiles
do not reflect either planned re -location of Utilities or
proposed Utilities, except for the Waterline construction.
The Contractor is also directed to any Utility Plans that
may exist as part of this plan assembly.
4) Not all Utilities ore shown on the Storm Sewer Profiles,
only those Utilities listed on the Utility Test Hole Data
Sheet With the addition of Sanitary Sewer line crossings.
5) All Utility locations are approximate, and ore based on
information from the project's Test Hole Data Sheet.
Utility information shown is specific to its corresponding
Utility Test Hole location.
6) Utility Test Hole Information is located on Sheet lJ.
7) Utility clearance dimensions shown assume the use of concrete
Storm Sewer Pipe and corresponding pipe thicknesses (Worst
case scenario).
THIS DRAWING HAS BEEN REVISED TO SHOW THOSE
CHANGES DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR TO KIMLEY—HORN AND ASSOCIATES, INC.
AND CONSIDERED TO BE SIGNIFICANT, THIS DRAINING IS A
GUARANTEED "AS BUILT" BASED ON THE IN —FIELD SURVEY
POST CONSTRUCTION BY LINCOLN SURVEYING, DATED 12/19/18.
DATE: 07/16/2019 BY: /Z-,z-, XI�L_