HomeMy WebLinkAboutWPO201200070 Plan - E&S Minor Amendment 2013-05-02-A 4
ICI -11 4
GENERAL NOTES SWM E&SC PLAN AMENDMENT
1. OWNER:
UNIVERSITY OF VIRGINIA PHYSICIANS GROUP
500 RAY C. HUNT DRIVE
PO BOX 800504
CHARLOTTESVILLE, VA 22903
AGENT: NAT PERKINS (434) 531-7387
NA T. PERKINS@GMAIL. COM JACK JOUETT DISTRICT
2. Cl VIL ENGINEER.
POHL CONSUL TING, LLC
1603 KENWOOD LANE
CHARLOTTESVILLE, VIRGINIA 22901
(434) 466-7458
CONTACT FRANK V. POHL, P.E. (FRANK@POHL CONSUL TINGLL C. COM)
3. TAX PARCEL #• 06100-00-00-026AO, LOT B
4. DEED REFERENCE: DEED BOOK 4245, PG 156
5. ZONING. • C-1 (COMMERCIAL)
6. TOTAL ACREAGE. • 1.53 ACRES
7. EXISTING/PROPOSED USE. UNDEVELOPED / DAY CARE CENTER
8. MAGISTERIAL DISTRICT JACK JOUETT DISTRICT
9. ENTRANCE CORRIDOR: PARCEL IS NOT LOCATED WITHIN AN ENTRANCE CORRIDOR OVERLAY.
10. SETBACKS: ADJACENT PUBLIC STREETS - 30 FT (10' PARKING SETBACK)
ADJACENT RESIDENTIAL & RURAL AREAS = 50 FT (20' PARKING SETBACK)
20' BUFFER REQUIRED WHERE ADJACENT RESIDENTIAL & RURAL AREAS
11. MAXIMUM BUILDING HEIGHT- 2 STORIES, 35 FT
12. GROSS BUILDING AREA: DAY CARE CENTER = 17, 331 SF
13. MAXIMUM BUILDING FOOTPRINT = 11,996 SF
14. MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREAS. 18,212 SF
15. RE-CREATION (PLAY) AREAS = 15,872 SF
16. MAXIMUM NUMBER OF EMPLOYEES PER SHIFT (2 SHIFTS): 25 EMPLOYEES. THERE WALL NOT BE MORE THAN 25 EMPLOYEES ON
PREMISE A T ONE TIME.
17 MAXIMUM NUMBER OF DAY CARE STUDENTS. 150
18. DRAINAGE DISTRICT- PARCEL IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
19. JURISDICTIONAL AREA: PARCEL IS LOCATED IN THE WATER AND SEWER JURISDICTIONA/ AREA.
20. SURVEY- TOPOGRAPHY SHOWN HEREON WAS FIELD RUN BY JOHN McNAIR & ASSOCIATES IN OCTOBER, 2006.
21. FLOOD PLAIN: THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2i ANNUAL
CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY FEDERAL EMERGENCY MANAGEMENT AGENCY.
22. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES WITHIN LIMITS OF WORK PRIOR TO STARTING
WORK. CONTACT ENGINEER IMMEDIA TEL Y IF LOCA TION OR ELEVA TION IS DIFFERENT FROM THA T SHOWN ON PLANS, IF THERE
APPEARS TO BE A CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON( THE PLANS.
23. OUTDOOR LIGHTING. A PHOTOMETRIC PLAN HAS BEEN SUBMITTED WITH THIS APPLICATION.
24. CRITICAL SLOPES: THERE ARE LIMITED MAN-MADE CRITICAL SLOPES ON THIS PROJECT (APPROX. 9,515 SF) AS SHOWN ON THE
EXISTING SURVEY. A CRI TICAL SLOPE WA VER TO IMPACT CRI TICAL SLOPES THA T WERE NOT PRE VIOUSL Y APPROVED TO BE
IMPACTED WAS APPROVED ON JULY 11, 2012.
25. THE REQUIRED POLLUTION REMOVAL RATE BASE ON THE COUNTY MODIFIED SIMPLE WORKSHEET IS 59%. INFILTRATION WILL BE USED
TO TREAT RUNOFF FROM IMPERVIOUS AREAS, INCLUDING ALL ROOF RUNOFF. THE TREATMENT VOLUME SHALL BE 1" OVER THE
IMPERVIOUS AREA.
26. ALL SLOPE AREAS GREATER THAN J. I WILL BE' PLANTED WITH "CREEPING LILYTURF" @ 2' O.C.
27. SIGHT DISTANCE EASEMENTS SHALL BE GRADED AND TREES CUT AS NEEDED TO PROVIDE THE MINIMUM SITE DISTANCE ON THE
ADJACENT VIRGINIA LAW FOUNDATION AND L&M,f COMMONWEALTH PROPERTIES, LLC )PARCELS. REFER TO SHEET C-4.1 FOR LOCATION
OF RECORDED EASEMENTS. VIRGINIA LAW FOUNDATION DB 4250 PG 196. L&M COMWONWEA LTH PROPERTIES DB 4250 PG 205.
28. A PICK-UP AND DROP-OFF AREA IS NOT REQUIRED FOR THIS PROJECT. PARENTS WILL BE REQUIRED TO PHYSICALLY CHECK-IN
AND CHECK-OUT THEIR CHILD FROM THE PREMISES, WHICH WILL REQUIRE THEM TO PARK.
29. A STORMWATER MAINTENANCE AGREEMENT HAS BEEN RECORDED FOR THE ONSITE :STORMWATER FACILITY- DB 4248 PG 174.
GE'NE'RAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)1. THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR iTHE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION).
4. ALL SLOPES AND DISTURBED AREAS ARE TO HE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2.1
(HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
5. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR
OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111.
8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA) STANDARDS FOR THE CONSTRUCTION INDUSTRY (29
CFR PART 1926).
PARKING SCHEDULE
USE
CODE REQUIRENIENT
NUMBER REQUIRED
PROVIDED
EMPLOYEES
I PER EMPLOYEE
25 EMPLOYEES - 25 SPACES
40SPACES (SS ONSIT£AN
5 WITHIN S14ARED
PARKING EASEMENT ON
AD.IACEN T PARCEL)
STUDENTS
1 PER IO S RJDL�NT_S
1505TUDEN TS -15 5PACES
TOTAL
1.3/1275
40SPACES
ALBEMARLE, VIRGINIA
JULY 16, 2012
VICINITY MAP
MS -19 STATEMENT
1. POST -DEVELOPMENT RUNOFF (FLOWRATE AND VOLUME) DOES NOT EXCEED PRE -DEVELOPMENT RATES. UG
DETENTION/EXFIL TRA TION FACILITY HAS ,BEEN DESIGNED TO ATTENUATE THE 2- AND 10 -Yl:? STORM
EVENTS TO PRE -DEVELOPMENT RATES. )EXFIL TRA TION IS BEING UTILIZED TO REDUCE RUNOFF VOLUME
BELOW THE PRE -DEVELOPMENT VOLUME.:
2. STORMWATER TREATMENT 1S ACHIEVED BY USE OF EXFIL TRA TION WITHIN THE UG DETENTION FACILITY AND
IS PROVIDING TREATMENT FOR ALL IMPERVIOUS AREAS. PRETREATMENT IS ALSO BEING PROVIDED BY USE
OF CONTECH CDS UNITS, WHICH ARE SPECIFIED UPSTREAM OF THE EXFIL TRA TION FACILITY.
TRAFFIC"GENERATIOhV
CALCULATIONS (ITE CODE 565, P6108-9/1090)
PER STUDENT
INCHES
C-3
NUMBER OF
A VERAGE RA TE (AM%PM)
PEAK NO. OF TRIPS (AMJPM)
5TUD NT S
NUMBER OF PARKING SPACES
LAT.
ISO
t0bf?
1.3/1275
ABBREVIATIONS
GM
GAS METER
in.
INCHES
C-3
vEMr�f@I i=
LAYOUT PLAN
INV.
INVERT
O
NUMBER OF PARKING SPACES
LAT.
LATERAL
BLDG
BUILDING
L. F.
LINEAR FEET
BW
BOTTOM OF WALL (NOT INC. EMBEDMENT)
MAX.
MAXIMUM
C/L
CENTERLINE
MH
MANHOLE
CG
CURB & GUTTER
MIN.
MINIMUM
C.0_
CLEAN-OUT
PVC
POLYVINYL CHLORIDE
CONC.
CONCRETE
R
RADIUS
COORD.
COORDINATE
RCP
REINFORCED CONCRETE PIPE
DEMO
DEMOLITION
SAN.
SANITARY
DIA.
DIAMETER
SF (S.F_)
SQUARE FEET (FOOT)
E&SC
EROSION AND SEDIMENT CONTROL
STA
STATION
ELECT.
ELECTRIC
STR.
STRUCTURE
ELEV.
ELEVATION
SVC
SERVICE
EXIST,
EXISTING
TC
TOP OF CURB
FF ELEV.
FINISHED FLOOR ELEWNTION
TW
TOP OF WALL
HDPE
HIGH DENSITY POLY EETHELYNE
TYP_
TYPICAL
HC
HANDICAP PARKING SPACE
UG/E
UNDERGROUND ELECTRIC
0
z
UON
UNLESS OTHERWISE NOTED
Sheet Index
Sheet Number
Sheet Title
C-1
COVER SHEET
r„��G_B3�I@Pd=sR;do
C-3
vEMr�f@I i=
LAYOUT PLAN
C-4
GRADING, DRAINAGE AND UTILITY PLAN
C-5
STORMWATER AND UTILITY PROFILES
6-6
C-7
ER DETAILS
UG DETENTION DETAILS, NOTES AND PROFILES
C-11
STORMWATER MANAGEMENT PLAN
ESC -2
EROSION & SEDIMENT CONTROL PLAN - PHASE 2
ESC -3
EROSION & SEDIMENT CONTROL PLAN - PHASE 3
S -
ESC -5
L -1
L-1
E&S CONTROL NARRATWE & NE)TES
LANDSCAPING PLAN AND CALCULATIONS
PH -1
PI 1-2
PHOTOMETRIC PLAN
P1 I&FE)METIRfE DETAILS I
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
(PLANNER/ZONING)
(ENGINEERING)
(BUILDING OFFICIAL)
(FIRE OFFICIAL)
(ALBEMARLE COUNTY SERVICE AUTHORITY)
(VIRGINIA DEPARTMENT OF TRANSPORTATION)
PATH4� V
F
z Z
Q
U FRANK K POHL v
Lic No. 040626
�SSIONAL
SCALE: NIA
DATE: 08108/12
DRAWN BY FVP
REVISIONS:
COUNTY COMMENTS 08-31-12
COUNTY COMMENTS 09-24-12
COUNTY COMMENTS 10-25-12
155UED FOR CONSTRUCTION
0 01/24113 - STORMWATER
REVISIONS
04102113 - COUNTY
COMMENTS
These plans and associated
documents are the exclusive
property of POHL CONSULTING
Al and may not be reproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
W
LU
1-
LJ
Z
rW
V
_J
W
u)
C
z
,+�
'<-/)
W
O
( �
V
ud
o
N
E
a
Z
z4
v
�..�
C -D
�>
u�
J
_
L
L LJ
00- ,
Q w co coLr)
vuli
C
F- LQ N
u
o
a
>_�I�
r)
�"
U b
LL!
These plans and associated
documents are the exclusive
property of POHL CONSULTING
Al and may not be reproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
W
LU
1-
z
rW
V
LU
W
C
z
O
( �
V
�-
Q
Q
Q
LU
LU
[�
w
=
U)
LUQ
al�
�"
LL!
1__q
1
UV
F_
C)jc
Q�
0
z
0
H
O
0
U
Q
LU
H
Z
PROJECT NO.
1.14
SHEET NO.,
C-.1
SHEET 1 OF 21
rvoo
........... - ... ....... ............. ....... ........... - .... .............
......... .
N 'V --ER EC -N Y B,
0, 20' 40' 60' G
CONTOUR INTERVAL - V
FIELDWORK PERFORWED OCTOBER b, 2006
STRUCT. #
TYPE
ELEV .
IN
OUT
PIPE DESCRIPTION
n = 0_€325 for UAP
-x}.01,:3 for RCP
n 0.01 for HDPE
EX MH 2
Pipe
589.46
583,91
Hydrology
7M4 LF - 8" PVC (CD 148% - EXISTING
Pipe
3
DOGHOUSE
690.20
.581.14
5K94
124.26 LF -8' PVC 1-40%
2
MH
587.85
579,20
579.00
2al,M LF - 8�'DIP a 1;40%
SHEET NO.
C-4
SHEET 4 OF 21
1
DOGHOUSE
577.55
575,05
574,88
18.72 LF - 8" PVC @ 0.52% - EXISTING
EX MH 1
EXIST- MH
577,40
574.70
574.66
0
E
E
c
v5
'o
>
L
>
O
T,
C
>
Cf
Pipe run: 100
1,014
102
0.36
0.4-0
0.324 0.324
5M
6 67
2.9r
2.16
5 82. 9 0
575-PM1
97,27
0,013
7.30
15
1745,
8.29
0,120
n- 30% of f0flf area
203
201
045
073
U326 0.326
1000
5.37
t75
1.755
574-35
574-14
1,050
0 013
200
12
504
6
0.0.3
201
0 -OG
0..49
0 0, 0-32E
1003
536,
&W
1.751
574.04
57:5'_x,#
2030
0013
202
1,2
5M
732
t} 0.5i
......... .
N 'V --ER EC -N Y B,
0, 20' 40' 60' G
CONTOUR INTERVAL - V
FIELDWORK PERFORWED OCTOBER b, 2006
STRUCT. #
TYPE
ELEV .
IN
OUT
PIPE DESCRIPTION
EX MH 2
EAST. MH
589.46
583,91
7M4 LF - 8" PVC (CD 148% - EXISTING
PROJECT NiO.
114
3
DOGHOUSE
690.20
.581.14
5K94
124.26 LF -8' PVC 1-40%
2
MH
587.85
579,20
579.00
2al,M LF - 8�'DIP a 1;40%
SHEET NO.
C-4
SHEET 4 OF 21
1
DOGHOUSE
577.55
575,05
574,88
18.72 LF - 8" PVC @ 0.52% - EXISTING
EX MH 1
EXIST- MH
577,40
574.70
574.66
Al
LLJ
CE;
MFi 6" SAN. SEWER LAT.
INV.=577.67
ELEV.
576.50
E ELEV.
574.25
STR.; 101
89.90 LF
0.46% SLOPI
15" RSP or
NOTE: STONE
AROUND STIR.
102 NOT
SHOWN FOR
CLARITY.
nto
1590
X
Lij
V) Ld 0)
Uj -t cy) LO
or-ff)
Or � ff) In
0 o6 '- rII
-
V� + In Lo
X
In II II
11 2: Z 0
< CL
V-) V) I-_
�- 0
zzz
- - -
__V 580
570
DATUM ELEV
560.00
O
�74 C-4
DO � r
DO 00 r- r -
LO LO LO to
11+50 11+00 10+00
An
STR 102 - STR EX.ST2
n
,;7
M 0 0
ry F- 0 C4
:D
M 0
C-4 0 Ld ry -
Lj U) (Y
LO F_
1 0 V)
< 0 U-) n 0000Q
Ln 0 CD . .0
U) - C14 D 0 U
04 0 --------- - -- ----- - - ----- ---------- _-)LO
Lf) ......... ...... .. ----------------------- - 600
Q 0 0 .........................
0 U N 04 0 (n (3:f C,4 # �- _�
+ In
0
s -Ln Al
Ld 0 W U) (n C) U)
N a C4 M z 0
0 F- F-
W (n zj- 04 C) r-, M cl�
> >
0 C14 ZZ
_j
M DO ch
F-
0 00
C,4 0 0 � Ln
LO (n
o Lq In Lj
.................... ------ -- --- ------- --- -
F--
O)U) + r-
+ CC) Ln �D C14 CO
t'- Ln ZD Ori~ z on
- Ln 0 U)
C14 - Lf) 0
.6 DO
-0 < a- PO In V)
C)
(if < n Lij
r
0 r- V) OF- C-) +n
:00 63 0
I- F-- V) 3: 0-
C*14 LO V) 0 Lb
+ <
0 I-__ 1`_� F -
/STING < Cn I : 00
- In=) ix D__ V) =0)
0 ............
. . . . .................
... .................... tn-Ln
M zII
90
+ n
0N
0 0
F- 1-- 0 0 n V)
0 < 0
V) V) I—
Cn C14 F--
cl�
a- F-- L
Cf)
EXISTING GRADE n
n------------ ---- - --- ........... --------------
HC Pf RKING
----------- U 0 n MAX. PLOPE=2%
0 r-
04 + Ln FILL 95%
CD 0 COMPACTION1
<
(f) U) -
-1 - ------- 580
6 SONE
U
580 STIR. 103 COVER MIN.
97.2-1 LF
-AY-MY-32
7.3)%
Al
15" RCP STR. 102
576.507-
EIR-
NO SLOPE OUTLET
75.80 - 14C LF PERFORATED STRUCTURE
I�VJN
01� �ROW WEIR STR 101
EV.=576.00
ENERGY I TREATMENT- OUTLET -� 12" STONE
DISSIPATION I 30" DIA. PERF. VOL.=3,810 GF CONTROL
BAY STANDPIPE COVER OVER
i WEIR
TOP ELE.=576.00
PLATE END MIN.
_T
STR.: 202 12' CMP 571.50-
STUB
10.50 LF FROM LIG
570.50
DETENTION
2.�00% SLOPE --- -- - --------- -- ----------------- - ------- - --- - - ------------------------------------- ------ ------------ --- - ------ ---- - -- - 111 570
----------------------- ----------- -- - --- ---------
152 LF OF STONE -
12"! RCP
-------------- - -------------- 570
U
1'," VDOT N0.1
STIR. 200 SONE (TYP.)
20.30 LIF
2.02% SLOPE!,
NOTE':
12" RCP i -----------
-- - - ------- ----------- --- ------------------ - - -- ---- --------- ------------------ -- --- -----------
NMI-:
1. WRAP TRENCH -ST NE ONTECTI _C46 NON -WOVEN-WOVEN
-------------------------------- G�OTEXTILE FABRI PER MANUFACTURER
R COMMENDATION MINIMUM
CONTR MINIMUM 12" OVERLAP.
NOTE: STONE!
2. A,L INLETS S REMAIN SEALEO SHUT UNTIL THE SITE
NOT SHOWN
IS! FULLY STA ACTOf SHALL PREVE�T
FOR CLARITY.
SEDIMENT/SILT FRAM ENTERING U� EXFILTRATION FACIILITY,
DATUM ELEV
560.00
(D L0
r� 06
00 r -
Ln LO
10 f- 50 10+00
STR 203 -
431111111111111111
he, "I
-DATUM ELEV
560.00
0 �4?
o
FRANK V. POHL
Lic No, Y40626
IONAL
SCALE: AS SHOWN
DATE: 08108112
DRAWN BY EVP
REVISIONS:
COUNTY COMMENTS 08-31-12
0
Lf
0
Q 01124113 - STORMINATER
In
0
Ln
C14
L Ln
r)
00
'n
II Z_ 0
+
(0
(0
6
CF)
't
OR
L0
0
r-, t1)
(6 qq:
DO C14
:I-
- 00
0 (:5
M
II -.HO
z
U)
(1) I7__
Lo
U-)
LO
MFi 6" SAN. SEWER LAT.
INV.=577.67
ELEV.
576.50
E ELEV.
574.25
STR.; 101
89.90 LF
0.46% SLOPI
15" RSP or
NOTE: STONE
AROUND STIR.
102 NOT
SHOWN FOR
CLARITY.
nto
1590
X
Lij
V) Ld 0)
Uj -t cy) LO
or-ff)
Or � ff) In
0 o6 '- rII
-
V� + In Lo
X
In II II
11 2: Z 0
< CL
V-) V) I-_
�- 0
zzz
- - -
__V 580
570
DATUM ELEV
560.00
O
�74 C-4
DO � r
DO 00 r- r -
LO LO LO to
11+50 11+00 10+00
An
STR 102 - STR EX.ST2
n
,;7
M 0 0
ry F- 0 C4
:D
M 0
C-4 0 Ld ry -
Lj U) (Y
LO F_
1 0 V)
< 0 U-) n 0000Q
Ln 0 CD . .0
U) - C14 D 0 U
04 0 --------- - -- ----- - - ----- ---------- _-)LO
Lf) ......... ...... .. ----------------------- - 600
Q 0 0 .........................
0 U N 04 0 (n (3:f C,4 # �- _�
+ In
0
s -Ln Al
Ld 0 W U) (n C) U)
N a C4 M z 0
0 F- F-
W (n zj- 04 C) r-, M cl�
> >
0 C14 ZZ
_j
M DO ch
F-
0 00
C,4 0 0 � Ln
LO (n
o Lq In Lj
.................... ------ -- --- ------- --- -
F--
O)U) + r-
+ CC) Ln �D C14 CO
t'- Ln ZD Ori~ z on
- Ln 0 U)
C14 - Lf) 0
.6 DO
-0 < a- PO In V)
C)
(if < n Lij
r
0 r- V) OF- C-) +n
:00 63 0
I- F-- V) 3: 0-
C*14 LO V) 0 Lb
+ <
0 I-__ 1`_� F -
/STING < Cn I : 00
- In=) ix D__ V) =0)
0 ............
. . . . .................
... .................... tn-Ln
M zII
90
+ n
0N
0 0
F- 1-- 0 0 n V)
0 < 0
V) V) I—
Cn C14 F--
cl�
a- F-- L
Cf)
EXISTING GRADE n
n------------ ---- - --- ........... --------------
HC Pf RKING
----------- U 0 n MAX. PLOPE=2%
0 r-
04 + Ln FILL 95%
CD 0 COMPACTION1
<
(f) U) -
-1 - ------- 580
6 SONE
U
580 STIR. 103 COVER MIN.
97.2-1 LF
-AY-MY-32
7.3)%
Al
15" RCP STR. 102
576.507-
EIR-
NO SLOPE OUTLET
75.80 - 14C LF PERFORATED STRUCTURE
I�VJN
01� �ROW WEIR STR 101
EV.=576.00
ENERGY I TREATMENT- OUTLET -� 12" STONE
DISSIPATION I 30" DIA. PERF. VOL.=3,810 GF CONTROL
BAY STANDPIPE COVER OVER
i WEIR
TOP ELE.=576.00
PLATE END MIN.
_T
STR.: 202 12' CMP 571.50-
STUB
10.50 LF FROM LIG
570.50
DETENTION
2.�00% SLOPE --- -- - --------- -- ----------------- - ------- - --- - - ------------------------------------- ------ ------------ --- - ------ ---- - -- - 111 570
----------------------- ----------- -- - --- ---------
152 LF OF STONE -
12"! RCP
-------------- - -------------- 570
U
1'," VDOT N0.1
STIR. 200 SONE (TYP.)
20.30 LIF
2.02% SLOPE!,
NOTE':
12" RCP i -----------
-- - - ------- ----------- --- ------------------ - - -- ---- --------- ------------------ -- --- -----------
NMI-:
1. WRAP TRENCH -ST NE ONTECTI _C46 NON -WOVEN-WOVEN
-------------------------------- G�OTEXTILE FABRI PER MANUFACTURER
R COMMENDATION MINIMUM
CONTR MINIMUM 12" OVERLAP.
NOTE: STONE!
2. A,L INLETS S REMAIN SEALEO SHUT UNTIL THE SITE
NOT SHOWN
IS! FULLY STA ACTOf SHALL PREVE�T
FOR CLARITY.
SEDIMENT/SILT FRAM ENTERING U� EXFILTRATION FACIILITY,
DATUM ELEV
560.00
(D L0
r� 06
00 r -
Ln LO
10 f- 50 10+00
STR 203 -
431111111111111111
he, "I
-DATUM ELEV
560.00
0 �4?
o
FRANK V. POHL
Lic No, Y40626
IONAL
SCALE: AS SHOWN
DATE: 08108112
DRAWN BY EVP
REVISIONS:
COUNTY COMMENTS 08-31-12
0
1_1)_1>ULU rut< LU/US 1XULI1uIV
0
Q 01124113 - STORMINATER
In
REVISIONS
In
11
04102113 - COUNTY
'n
II Z_ 0
COMMENTS
0-
Ozz
LC)
0
CF) 00
Lf") Lr)
Cn 00
CY)
00 ()0
In
00 ou
14-
00 C.�
In 00
CD 0
.
Lr)
Co
Lr) 00
0000
Crime
0000
CO DO
0 C5
0)
0 't
(1�
Oo6
0)00
Lo
2" CORP
(0
(0
6
CF)
't
OR
L0
(r) C14
6 Cq
Lo ffl
r-, t1)
(6 qq:
DO C14
:I-
- 00
0 (:5
M
(D
-t 0
It
LAT
These plans and associated
Lo
U-)
LO
LO LO
0)
LO Lo
In 00
LO
Ln
U)
000
LO
Ln
Uj 00
Ln 00
LO 00
LO
Ln r-
U)
documents are the exclusive
24" MIN.
-----------------------------------
C/)
0 r-
-
0
P-1
U)
Lij
LU
C)
(N
E
U)
0
<
LU
0
U')
Lo
property of POHL CONSULTING
LLj-
STOP 2-6" 4ECT
11+00
10+00
2'W
0:j
0 _>
0 111, CC) co
0
- ---- - ---------------------- - ---
2" -DON .
WA E LAT --- - ------------------ ------- - - - -- -- - - - ----- -- ------- -- ---- ---- - ---- 5E
Ln C`4
q- Ln
`�- '?
F_
0
LU _11 u -I
10- Cl' -4
b,Ui
o
IE V
I
n
Z3
M< I I
�f -r V-
-
PIT BY HAND rO LOCATE HORIZONTALLY AND
LC)
0
CF) 00
Lf") Lr)
Cn 00
CY)
00 ()0
In
00 ou
14-
00 C.�
In 00
CD 0
.
Lr)
Co
Lr) 00
0000
Crime
0000
CO DO
0 C5
0)
0 't
(1�
Oo6
0)00
Lo
2" CORP
(0
(0
6
CF)
't
OR
L0
(r) C14
6 Cq
Lo ffl
r-, t1)
(6 qq:
DO C14
:I-
- 00
0 (:5
M
cy) 00
. r
(D
00 Oj
-t 0
It
LAT
These plans and associated
Lo
U-)
LO
LO LO
0)
LO Lo
In 00
LO
Ln
U)
000
LO
Ln
Uj 00
Ln 00
LO 00
LO
Ln r-
In
documents are the exclusive
24" MIN.
-----------------------------------
- ------- -- ---------------------------------
----------------------- -- - ----
-------------
---------------------------------- ------------ ----------------------- --- -------- --- -- - -- - -- -- ------ ----- ------------ -------- - --- - - - -------------------------
T.
0
P-1
U)
EXIST.
15 RCP 11
24" RP
•
_j
U)
U-)
Log
<
to
8 TI IR
U')
Lo
property of POHL CONSULTING
12+00
STOP 2-6" 4ECT
11+00
10+00
2'W
CONDUI TS
�LT� VALVE VE
- ---- - ---------------------- - ---
2" -DON .
WA E LAT --- - ------------------ ------- - - - -- -- - - - ----- -- ------- -- ---- ---- - ---- 5E
1
F_
: 0 v 4.0' TO
1
1
TED LOCATION OF VIG COMM. AND GAS LINES. CLEARA
and may not be reproduced
DIG TEAS 7
PIT BY HAND rO LOCATE HORIZONTALLY AND
15+00
PRIOR TO COWMENCING OPEN -CUTTING OF
14+00
13+00
IlkROAD. COORDINATE WITH 11ALL UTILITIES.. 1
12+00
11+00
---------- -- - -------- ---- - - ------ - -- ------------------ 11.2-5- 1 - ------- - - - ------------- - -- ------ ---- --------- ----- ---- ------
10+00
by any means in whole or in
VERTICAL 1 12" MIN.
1. MAINTAI
MIN 3 -FT OF
COVER OVER
BEND SEPARATION
WA TFR LINES.
2. CONTRACTOR
SHALL VERIFY
DEPTH OF -
IT
IS
EX IN
T
part and shall not be
STR
104
- STR
10 2
ADJUSTMENTS) -
TO FINA
PIPE LENGTHS
AND BENDS
........................
........................ 5
AE
S E
ED.
N C
J. OPEN -C
assigned to any third party
OT PERMIT
7
REQUIR
U R
r P/
4. TEST P1,
EXISTING WA T
E�
M H EX2
MH EX 1
FOR LOCATION!,
AND DEPTH
PRIOR TO
without the express written
ROAD.
5. EXIST. 6
" DI WA TERLINE
OWNED BY
�..----- ACSA.--F'ROWDE--J---BiJS(AESS
DAYS
......................... - ---- - - - ---------------- ............
NO TICE
TO ACSA PRIOR
TO MAKING
CONNEC
consent of POHL CONSULTING.
VERTICAL
GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
I inch = 5 ft.
HORIZONTAL
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch - 50 ft.
------------------------ -------------- --- --
---------------- --- - ------- ---- ----
"x6 "x¢
--------------- - ----------- -----
8"X6" +DUCER
- -- -------- ---------- -- - ----- --- -- ------------- --------------=------ - ---------------------- ------------- -- ----- -------------- - ------------ --- --- ----- ------------------------------------
EXIS77NG GRADE
6
DE
6" THREAD
TEE
PLUG
8,,X8"X6" TEE (FIRE SVC LAT
2" CORP
STOP
a" 22.5* 45'
BEND PROPOSED GRADE
2" GA TE
-- -
VAL VE
------------ -- - --- ------------ --
---------------------------------
- --- ---------------- --------- - ---- -- - - ----------------- --------- --- -- - - ------------------
2 IRRIGAT101V
LAT
8`X8" TES TIE- IN TO
36"
MIN. EXISTING (SEE NOTE 2)
<
T
FIRE HYDRANT
ND
8" GATE ::VALVE
6 GATE
E
LV
11.25' VERTICAL
90, SEND
t)lp
6 12
•
<
2:
24" MIN.
-----------------------------------
- ------- -- ---------------------------------
----------------------- -- - ----
-------------
---------------------------------- ------------ ----------------------- --- -------- --- -- - -- - -- -- ------ ----- ------------ -------- - --- - - - -------------------------
T.
0
P-1
U)
EXIST.
15 RCP 11
24" RP
•
_j
U)
V
X8,,X8" TEE
<
8 TI IR
ADED PLUG
0
ZPORP.
STOP 2-6" 4ECT
0
2'W
CONDUI TS
�LT� VALVE VE
- ---- - ---------------------- - ---
2" -DON .
WA E LAT --- - ------------------ ------- - - - -- -- - - - ----- -- ------- -- ---- ---- - ---- 5E
F_
: 0 v 4.0' TO
ESTIMfA
TED LOCATION OF VIG COMM. AND GAS LINES. CLEARA
DIG TEAS 7
PIT BY HAND rO LOCATE HORIZONTALLY AND
VERTIC,'ALLY
PRIOR TO COWMENCING OPEN -CUTTING OF
IlkROAD. COORDINATE WITH 11ALL UTILITIES.. 1
--- - -
---------- - -- - ----------- ---- -------
---------- -- - -------- ---- - - ------ - -- ------------------ 11.2-5- 1 - ------- - - - ------------- - -- ------ ---- --------- ----- ---- ------
NOTES:
VERTICAL 1 12" MIN.
1. MAINTAI
MIN 3 -FT OF
COVER OVER
BEND SEPARATION
WA TFR LINES.
2. CONTRACTOR
SHALL VERIFY
DEPTH OF -
IT
IS
EX IN
T
8" WATER LINE"
AT POINT OF
C ONNEC
I I
ON AND MAKE
ADJUSTMENTS) -
TO FINA
PIPE LENGTHS
AND BENDS
........................
........................ 5
AE
S E
ED.
N C
J. OPEN -C
T V
T ROAD WAY. V
OT PERMIT
7
REQUIR
U R
r P/
4. TEST P1,
EXISTING WA T
E�
�LINE AND
UTILITIE4
FOR LOCATION!,
AND DEPTH
PRIOR TO
OPEN-CUTTI
ROAD.
5. EXIST. 6
" DI WA TERLINE
OWNED BY
�..----- ACSA.--F'ROWDE--J---BiJS(AESS
DAYS
......................... - ---- - - - ---------------- ............
NO TICE
TO ACSA PRIOR
TO MAKING
CONNEC
(ION.
6. CONTRACTOR
SHALL VE
IFY SIZE AND,
TYPE OF
TAPPING SLEE�
WITH ACSA
PRIOR 79
ORDERING.
D
10�
Lnit if) 10- 0 LO 00
it M (N .0) .0
CO
(M
N 06 0i (5 0-) 06 to ri
OC) 0)00 00 0) 00 00 00 00
LU)
W) 0 Lr) 11) LO Ln ') Ln In
M
0
PROVIDE UTILITY
ACES
TAPPING SLEEVE
AND VALVE FOR
8" DIP.
5"X8" TAPPING
SLEEVE AND VALVE
F-8" GV
4Y71M ELEV
560
13+00 12+00 11+00 10+00
WATER LINE PROFILE
•
U
<
(D
U
Uj
_j
•
<
2:
LU
<
0
P-1
U)
U
Icy-
F -
•
_j
U)
<
0
p .. q
LL
0
0
U
LU
F_
PROJECT NO.
114
SHEET NO.
C-5
SHEET 6 OF 21
8" DIA. STUB
5'
15" DIA. INLET STUB B
FROM CDS-5C C-7
REFER TO SHEET C-5
FOR VERTICAL SLOPE
0
36" DIA. ACCESS RISER
W/VDOT RIM AND COVER
(TYP. OF 3)
30" DIA. PERFORATED RISER PIPE
WRAPPED W/GEOTEXTILE FABRIC
HORIZONTAL SECTION10F 30" DIA. PERF. PIPE
SOLID ENERGY DISSIPATION
BAFFLE PLATE W/30" DIA. PERF. RISER
PIPE LOCATED AT BOTTOM OF
72" CMP PIPE.
Specification for Corrugated Steel Pipe
ALUMINIZED Type 2 STEEL
Scope: This specification covers the manufacture and installation of
the corrugated steel pipe (CSP) detailed in the project plans.
Material: The ALUMINIZED Type 2 STEEL coils shall conform to the
applicable requirements of AASHTO M 274 or ASTM A 929.
Pipe: The CSP shall be manufactured in accordance with the
applicable requirements of AASHTO M-36 or ASTM A760.
The ,pipe sizes, gauges and corrugations shall be as shown
on the project plans.
All fabrication of the product shall occur within the United
States.
Handling & Assembly: Shall be in accordance with NCSPA's (National
Corrugated Steel Pipe Association) recommendations.
Installation: Shall be in accordance with AASHTO Standard Specifications
for Highway Bridges, Section 26, Division I I or ASTM A 798
and in conformance with the project plans and
specifications. If there are any Inconsistencies or conflicts
the contractor should discuss and resolve with the project
engineer.
It is always the contractor's responsibility to follow OSHA
guidelines for safe practices.
Construction Loads: Construction loads may be higher than final loads.
Follow the manufacturer's or NCSPA guidelines.
BOLT, BAR AND STRAP
CONNECTOR
"BAR
%" BOLT
CONNECTION DETAIL
SINGLE BOLT, BAR AND STRAP
1, BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
12" THRU 48", 1 -PIECE
54" THRU 96", 2 -PIECE
102" THRU 144", 3 -PIECES
2. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS
3. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 22/3" x%". DIMENSIONS
ARE SUBJECT TO MANUFACTURING TOLERANCES
0 0
O O
\-SM— 9.5
BM -25
8" SANITARY
SEWER PIPE
INV. ELEV.
=575.89 (AT
SECTION BUT
VARIES)
H-1;2
HUGGEFR
FLAT' GASKET
CIL
UG DETENTION /INFILTRATION -PLAN VIEW
--------------
oho goo °moo
21—A 1147-1,
THICK 7"
MIN. WIDE FLAT
NEOPRENE GASKET
RISER (TYP.)
SEE DETAIL
END
ELEVATION
2" GAS MAIN
TYPICAL RISER SECTION VIEW
SCALE: N.T.S.
SCALE.- NOT TO SCALE
18'-0" PARKING SPACE
WHEEL STOP
CG -6 CURB AND
GUTTER
o0 000° o 0 000 0000 0 oao°o 000 0 °oo �b�o°o (�°°° cY_0-
V6 —° °
COMPACTED SUBGRADE
114 ' 1TO 95% PROCTOR I I II (III 111(1 II I I II II I II ("'I 1-
16' +/- T 12'_0"
TOP OF STONE ELEV.=578.00'
10 -YR STORM STAGE E
2 -YR STORM STAGE ELEV. 57
WRAP STONE WITH CONTECH
C-40 NON -WOVEN GEOTEXTILE.
VDOT NO. 1 DRAINAGE STONE
72" CMP ALUMINIZED STEEL
TYPF 9 FIJI I Y PFRFORATFn PTPF
P1
COMPACTED SUBGRADE _
TO 95% PROCTOR
12" DIA. INLET STUB
FROM CDS-4C
W/12" CLEAN-OUT/OBSERVATION PORT
& VDOT FRAME & COVER (HS -20 LOADING)
BUILDING UG DETENTION / INFILTRATION SYSTEM
FOUNDATION/BEDDING PREPARATION
5 FT WIDE
CONC. 1'-6"
SIDEWALK
1/4": 1'
. a
o00 -F. _6°
I I I Iol I I III=i i t
8'-0" +
TOP OF PIPE ELEV.=577.50'
OVERFLOW WEIR ELEV.=576.50'
9" W x 4.5" H ORIFICE w/DEBRIS
PLATE/CAGE (REFER TO C-9).
ELEV.=574.25'
STR 102 INV. ELEV.=571,50'
0 0 0 0 0 000 0 o BOTTOM OF STONE ELEV.=570.50
NOTE: WEIR PLATE IS NOT LOCATED WITHIN
SECTION VIEW ON SHEET C-4 BUT IS SHOWN
TO ILLUSTRATE WEIR PLATE DESIGN.
SITE SECTION A (SHEET C-4)
100 -YR STORM STAGE ELEV.
10 -YR STORM STAGE ELEV.-576.
2 -YR STORM STAGE ELEV.574.
30" DIA. ORIFICE
INV. ELEV. = 571.50'
SCALE. NOT TO SCALE
OVERFLOW WEIR
ELEV. = 576.00'
SECTION B-13
ENERGY DISSIPATOR BAFFLE PLATE DETAIL
SCALE. NOT TO SCALE
TEMPORARY COWER FOR
CONSTRUCTIOfW LOADS
HEIGHT OF
PRIOR TO PLACING THE BEDDING, THE FOUNDATION
MUST BE CONSTRUCTED TO A UNIFORM AND STABLE
GRADE. IN THE EVENT THAT UNSUITABLE
FOUNDATION MATERIALS ARE ENCOUNTERED
DURING EXCAVATION, THEY SHALL BE REMOVED AND
BROUGHT BACK TO THE GRADE WITH A FILL
MATERIAL AS APPROVED BY THE ENGINEER. ONCE
THE FOUNDATION PREPARATION IS COMPLETE, THE
12 INCHES OF A WELL -GRADED GRANULAR MATERIAL
SHALL BE PLACED AS THE BEDDING.
BACKFILL STONE
NO. 1 VDOT STONE. COMPACT TO MIN. 90%
STANDARD DENSITY PER AASHTO T99 AS APPROVED
BY THE ENGINEER (SEE INSTALLATION GUIDELINES).
WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS
IMPORTANT TO MAKE SURE THAT THE BACKFILL IS
PROPERLY COMPACTED UNDER AND AROUND THE
PIPE HAUNCHES. THE BACKFILL SHALL BE ADVANCED
ALONG THE LENGTH OF THE DETENTION SYSTEM AT
THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON
THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE
ALLOWED DEPENDING ON SITE SPECIFIC
CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL
FOR MATERIAL REQUIRED.
GENERAL REQUIREMENTS
MATERIALS AND INSTALLATION SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS.
SEAL ALL INLETS TO UG DETENTION / INFILTRATION
SYSTEM UNTIL SITE IS FULLY STABILIZED TO
PREVENT SOIL, SILT OR OTHER SEDIMENT FROM
GETTING INTO THE SYSTEM. PROTECT FACILITY FROM
SILT, DEBRIS AND SEDIMENT THROUGHOUT
CONSTRUCTION.
FINISHED GRADE
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE.
THE HEIGHT-OF-COVEFR SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION
EQUIPMENT NECESSITFATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
24" DIA. ELBOW
-
18-50 1 50-75 1 75-110 110-150
CONTRACTOR SHALL PROVIDE
�P� T H
(FT)
24"X15" REDUCER AND VERIFY ANGLE
Alo��
2.5
140'-011
3.0
-
48-72
3.0
55'-8"
3.5
4.0
78-120
o FRANK V. POHL
3.5
24" DIA. OUTLET STUB
4.0
126-144
Lie N3 041626
NOTE: 8" ROOF DRAIN CONNECTIONS SHALL
8" DIA. STUB
4.5
BE INSTALLED AT INV. ELEV.=576.83',
OUTLET CONTROL WEIR
520/
I�NAL
rn
C4
PLATE (SEE DETAIL)
z
z Q
v
t..�
(D
g>
w
C
+
�J
Z
W
Q _J
O
Ow co oo
SCALE;
zLn
72" DIA. CMP
0
M Q 44
C:1v
5,-0.
DATE: 08108112
•
ALUMINIZED STEEL TYPE 2
DRAW BY FVP
FULLY PERFORATED
no
FOR FULL LENGTH OF PIPE
DEBRIS PLATE & CAGE
REVISIONS:
OVER ORIFICE
on
COUNTY COMMENTS 08-31-12
UG DETENTION /INFILTRATION -PLAN VIEW
--------------
oho goo °moo
21—A 1147-1,
THICK 7"
MIN. WIDE FLAT
NEOPRENE GASKET
RISER (TYP.)
SEE DETAIL
END
ELEVATION
2" GAS MAIN
TYPICAL RISER SECTION VIEW
SCALE: N.T.S.
SCALE.- NOT TO SCALE
18'-0" PARKING SPACE
WHEEL STOP
CG -6 CURB AND
GUTTER
o0 000° o 0 000 0000 0 oao°o 000 0 °oo �b�o°o (�°°° cY_0-
V6 —° °
COMPACTED SUBGRADE
114 ' 1TO 95% PROCTOR I I II (III 111(1 II I I II II I II ("'I 1-
16' +/- T 12'_0"
TOP OF STONE ELEV.=578.00'
10 -YR STORM STAGE E
2 -YR STORM STAGE ELEV. 57
WRAP STONE WITH CONTECH
C-40 NON -WOVEN GEOTEXTILE.
VDOT NO. 1 DRAINAGE STONE
72" CMP ALUMINIZED STEEL
TYPF 9 FIJI I Y PFRFORATFn PTPF
P1
COMPACTED SUBGRADE _
TO 95% PROCTOR
12" DIA. INLET STUB
FROM CDS-4C
W/12" CLEAN-OUT/OBSERVATION PORT
& VDOT FRAME & COVER (HS -20 LOADING)
BUILDING UG DETENTION / INFILTRATION SYSTEM
FOUNDATION/BEDDING PREPARATION
5 FT WIDE
CONC. 1'-6"
SIDEWALK
1/4": 1'
. a
o00 -F. _6°
I I I Iol I I III=i i t
8'-0" +
TOP OF PIPE ELEV.=577.50'
OVERFLOW WEIR ELEV.=576.50'
9" W x 4.5" H ORIFICE w/DEBRIS
PLATE/CAGE (REFER TO C-9).
ELEV.=574.25'
STR 102 INV. ELEV.=571,50'
0 0 0 0 0 000 0 o BOTTOM OF STONE ELEV.=570.50
NOTE: WEIR PLATE IS NOT LOCATED WITHIN
SECTION VIEW ON SHEET C-4 BUT IS SHOWN
TO ILLUSTRATE WEIR PLATE DESIGN.
SITE SECTION A (SHEET C-4)
100 -YR STORM STAGE ELEV.
10 -YR STORM STAGE ELEV.-576.
2 -YR STORM STAGE ELEV.574.
30" DIA. ORIFICE
INV. ELEV. = 571.50'
SCALE. NOT TO SCALE
OVERFLOW WEIR
ELEV. = 576.00'
SECTION B-13
ENERGY DISSIPATOR BAFFLE PLATE DETAIL
SCALE. NOT TO SCALE
TEMPORARY COWER FOR
CONSTRUCTIOfW LOADS
HEIGHT OF
PRIOR TO PLACING THE BEDDING, THE FOUNDATION
MUST BE CONSTRUCTED TO A UNIFORM AND STABLE
GRADE. IN THE EVENT THAT UNSUITABLE
FOUNDATION MATERIALS ARE ENCOUNTERED
DURING EXCAVATION, THEY SHALL BE REMOVED AND
BROUGHT BACK TO THE GRADE WITH A FILL
MATERIAL AS APPROVED BY THE ENGINEER. ONCE
THE FOUNDATION PREPARATION IS COMPLETE, THE
12 INCHES OF A WELL -GRADED GRANULAR MATERIAL
SHALL BE PLACED AS THE BEDDING.
BACKFILL STONE
NO. 1 VDOT STONE. COMPACT TO MIN. 90%
STANDARD DENSITY PER AASHTO T99 AS APPROVED
BY THE ENGINEER (SEE INSTALLATION GUIDELINES).
WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS
IMPORTANT TO MAKE SURE THAT THE BACKFILL IS
PROPERLY COMPACTED UNDER AND AROUND THE
PIPE HAUNCHES. THE BACKFILL SHALL BE ADVANCED
ALONG THE LENGTH OF THE DETENTION SYSTEM AT
THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON
THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE
ALLOWED DEPENDING ON SITE SPECIFIC
CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL
FOR MATERIAL REQUIRED.
GENERAL REQUIREMENTS
MATERIALS AND INSTALLATION SHALL BE IN
ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS.
SEAL ALL INLETS TO UG DETENTION / INFILTRATION
SYSTEM UNTIL SITE IS FULLY STABILIZED TO
PREVENT SOIL, SILT OR OTHER SEDIMENT FROM
GETTING INTO THE SYSTEM. PROTECT FACILITY FROM
SILT, DEBRIS AND SEDIMENT THROUGHOUT
CONSTRUCTION.
FINISHED GRADE
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE.
THE HEIGHT-OF-COVEFR SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION
EQUIPMENT NECESSITFATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
AXLE LOADS (kips)
INCHES
18-50 1 50-75 1 75-110 110-150
MINIMUM COVER
(FT)
2.0
2.5
3.0
3.0
12-42
48-72
3.0
3.0
3.5
4.0
78-120
3.0
3.5
4.0
4.0
126-144
3.5
4.0
4.5
4.5
`MINIMUM COVER MAY WARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO
AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION
ROADWAY SURFACE.
COUNTY COMMENTS 09-13-12
ISSUED FOR CONSTRUCTION
QQ 01124113 - STORMWATER
REVISIONS
04102113 - COUNTY
COMMENTS
V
Z
>e
�J
Cf)
Z
LU
i..Li
rn
C4
o
z
z Q
v
t..�
(D
g>
w
C
+
�J
Z
W
Q _J
O
Ow co oo
zLn
oo
�ry, I'D 0-1
0
M Q 44
C:1v
These plans and associated
documents are the exclusive
property of POHL CONSULTING
and may not be reproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
•
>e
•
i
4
•
•
i
PROJECT NO.
114
SHEET NO.
C-7
SHEET 8 OF 21
PLS H/�DF
FRANK V. POHL ➢
Lic No. 04066
SCALE. 1" = 20'
DATE; 08/08/12
DRAWN BY EVP
REVISIONS:
COUNTY COMMENTS 08/31/12
COUNTY COMMENTS 09/13/12
FIELDWORK PERFORMED OCTOBER 5, 2006
PROJECT NO.
114
SHEET
� NO.
E 4'2
SHEET 140E 21
SEDIMENT
EROSION. CONTROL WRGINIA ION HANDBOOKROSSPECIFCATION NUMBER CONTROL
SA
1
SAFETY FENCE
......
CE
o o
CONSTRUCTION ENTRANCE
3.02
CR
CONSTRUCTION ROAD STABIL.
3.03
SF
SILT FENCE
3.05
X X __X_
lP
INLET PROTECTION
3.07 & 3.06
SEDIMENT
EROSION. CONTROL WRGINIA ION HANDBOOKROSSPECIFCATION NUMBER CONTROL
i ,.,. ;
0' 20' 40' 60'
CONTOUR INTERVAL 1'
FIELDWORK PERFORMED OCTOBER 5, 2006
'FRANK V. POHL D
Lic No. 040626
I
SINAL ��
SCALE. 1" = 20'
DATE; 08108/12
DRAWN BY FVP
REVISIONS;
COUNTY COMMENTS 08/31/12
ISSUED FOR CONSTRUCTION
Ql 01/24/13 - STORMWATER
REVISIONS
04/02/13 - COUNTY
COMMENTS
SA
1
SAFETY FENCE
3.01
CE
o o
CONSTRUCTION ENTRANCE
3.02
CR
CONSTRUCTION ROAD STABIL.
3.03
SF
SILT FENCE
3.05
X X __X_
lP
INLET PROTECTION
3.07 & 3.06
E�S
RIGHT—OF—WAY DIVERSION
3.11 & 3.12
& DIVERSION
�
ST
s
TEMPORARY SEDIMENT TRAP
3.13
TS
TS
TEMPORARY SEEDING
3.31
PS
PS
PERMANENT SEEDING
3.32
DC
DC
DUST CONTROL
3.39
i ,.,. ;
0' 20' 40' 60'
CONTOUR INTERVAL 1'
FIELDWORK PERFORMED OCTOBER 5, 2006
'FRANK V. POHL D
Lic No. 040626
I
SINAL ��
SCALE. 1" = 20'
DATE; 08108/12
DRAWN BY FVP
REVISIONS;
COUNTY COMMENTS 08/31/12
ISSUED FOR CONSTRUCTION
Ql 01/24/13 - STORMWATER
REVISIONS
04/02/13 - COUNTY
COMMENTS
_J
1
0' 20' 40' 60'
CONTOUR INTERVAL 1'
FIELDWORK PERFORMED OCTOBER 5, 2006
'FRANK V. POHL D
Lic No. 040626
I
SINAL ��
SCALE. 1" = 20'
DATE; 08108/12
DRAWN BY FVP
REVISIONS;
COUNTY COMMENTS 08/31/12
ISSUED FOR CONSTRUCTION
Ql 01/24/13 - STORMWATER
REVISIONS
04/02/13 - COUNTY
COMMENTS
These plans and associated
documents are the exclusive
property of POHL CONSULTING
and may not be reproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
Uj
_J
1
Uj
•
W
Q.00
ZD
CI)
U)
�
s
Z
W
CD
a`
E
O
Z
zQ
U
(D
LiJ
pA
V
Z
0 >
4 cn
.I
j
O�a;�
O
v
0
i
zo
�� o
s
LL,
w ON �
-
V
��Z
These plans and associated
documents are the exclusive
property of POHL CONSULTING
and may not be reproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
Uj
1
Uj
•
W
Q.00
<
s
Uj
.•
.
0
i
0
ce
LU
s
-
•1
•1
0
Uj
0
i�
U—j
PROJECT NO.
114
SHEET NO.
E
SC 3
SHEET 15 OF 21
0' 20' 40' 60'
CONTOUR INTERVAL = 1'
FIELDWORK PERFORMED OCTOBER 5, 2006
PLANT LIST
GENERAL LANDSCAPE NOTES. -
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001
FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM
OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY ENGINEER OF CONFLICTS.
+ VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT
LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY
INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY
WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN
STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT
OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER
WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS IN ACCORDANCE WITH DETAILS AND NURSERY
RECOMMENDATIONS.
CONSTRUCTIONIINSTALLATION:
+ OWNER RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE
IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS
THAT DO NOT CONFORM TO ANSI 260.1 "AMERICAN STANDARD FOR NURSERY
STOCK".
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS
ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT
DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING
INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.
CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE
GUARANTEE.
INSPECTIONS/GUARANTEE:
• CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE
OWNER.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR
AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH
AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE
OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS
WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY
OF THE CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE
WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE ALBEMARLE
COUNTY PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
• THE SITE OWNER IS RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING, INCLUDING
TREES AND SHRUBS WITHIN EASEMENTS.
LANDSCAPING CALCULATIONS:
STREET FRONTAGE:
A. REQUIRED - 1 Large Street Tree per 50 LF of Frontage:
Equation: Road Frontage (LF) / 1 tree per 50 If = Total Required Trees
Whitewood Road Frontage = 340 LF
340 LF / 1 tree per 50 LF = 6.8 (Use 7) Trees
Oak Forest Road Frontage = 154 LF
154 LF / 1 tree per 50 LF = 3.08 (Use 3) Trees
B. PROVIDED:
Whitewood Road: 7 Large Street Trees (1.5" to 1.75" Caliper)
Oak Forest Road: 3 Large Street Trees (1.5" to 1.75" Caliper)
PARKING LOT LANDSCAPING (INTERIOR):
A. REQUIRED - 5% of paved parking and vehicular circulation area shall be landscaped .
1 medium OR large tree per 10 parking spaces.
Equation: Paved & Vehicular Circulation Area (SF) x 5% = Min. Required Area of Landscaping
# of Parking Spaces / 1 tree per 10 Spaces = Min. Required # of Trees
18,212 SF of Parking & Circulation x 5% = 911 SF Min. Area of Landscaping
35 Parking Spaces / 1 tree per 10 spaces = 3.5 Trees (Use 4 Medium Trees)
B. PROVIDED:
Landscaped Area = 1,394 SF
No. of Interior Landscape Trees = 6 Small Trees and 2 Medium Trees
PLANT CANOPY:
A. REQUIRED- 10% of Developed Site Area, excluding buffer and play areas.
Equation: Developed Site Area (SF) x 10% = Req'd Tree Canopy at 10 -yrs.
59,938 SF of Developed Site x 10% = 5,994 SF Min. Tree Canopy
B. PROVIDED: 6,005 SF Canopy (refer to Plant Canopy Calculation Table on Sheet L-2)
Label S ientifieName
(CommonName
Quantity Caliper Height
Root
Comments
AF
Aces x.
Atitumn Blaze €vtaple
IT,
&O
Stra{ght trunk- b anchinge ga ms �t 3`, ba€-anced lieaci
G
arpi€€us b :tulu«s
fi.ropean Hornbeam
3
1-5"
B&:0
Straigh triagk, branching begins at 3'; b;aianced hear
cc
>'rci5 ca4aadensis & vs.
a .sf Pe - C.`.�
1 a ern , ctbrid {!Z€s ii ��r}
,
F,'-7`
� f-,. _ C, j -,-."e-. .. hf-:: .-
B&H<c,cent St€-aighttrunk, br-anching bggins al _f,;bataneed head
041
ra`€i<snarithus virgimcus
While Fringe, Tree
1
0'-7'
H&Llcont Straiqht trunk- branching beeins at 3' ba€arced head
GB
Ginkgo b€lube "ltipcepttn€ S r '
[Princeton Sentry rk v tfrilas
1.5
B&B
a ,
a�lkbtd�GlingbX31G Ei ' WP. 7Ced ht -
t4
't:glt trunk
Ic
tax corriuta & cvs.
0�h res e H Ry (Dvi art Burford)
49
24",
Cont-
AR pfanls from,one source, heakhy color, balanced f rrtl
r
lax -glabr;a' nsal
Densalnkborry
z0
24"
Cont.
A# plants from one satu€c:p'heaM cf-,4o-;balannedfofr.-n
H
lax crenatae 'Hoogendorn'
Hooger{drain Japanesi Hnity
38
24"
Cont
AA- ptants from one sourlael- heaRhsy cotorl balanced frarin
LG
Lagerstroer x 'Tuskegee' (faud i)
TTuskegee 0rape€nyr P
1
6-d'
B&B/cont 10014runk (:3 5 ftun` ) dance, unform branching
LS
Limpe Spieata
Creeping Uy Turf
943
61,
Cont.
All ptanis from one source- healf.hy cc;or; bafa4€ced Fran,
jfp
S :.i:€& SG F1_
fli
T-1
3roo[Season''s�'anety Seedblend riray be subsMutL'd at
owP�£i'`Sppi'i3uol:
F H �IU�
U FRANK V. POHL D
Lic No. 040926
SCALE: 1" = 20'
DATE; 08/08/12
DRAWN BY FVP
REVISIONS:
COUNTY COMMENTS 08-31-12
COUNTY COMMENTS 09-24-12
ISSUED FOR CONSTRUCTION
Al 01/24/13 - STORMWATER
REVISIONS
These plans and associated
documents are the {exclusive
property of POHL CONSULTING
and may not be reproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
Uj
V
LU
_Z
Uj
4
C+
Z
w
Lu
O.
N
ZQ
>
o
v
gi1J
J
—oho
<
z
--j
a -
o >LU 0 00 00
N
11zt- Ln
z O
U
O
-1
it � rnU
_�
11-2
These plans and associated
documents are the {exclusive
property of POHL CONSULTING
and may not be reproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
PROJECT NO.
114
SHEET NO,
L-1
SHEET 18 OF 21
Uj
LU
Uj
4
•
<
-4
LU
CID
t
i
Ca
Ujr
PROJECT NO.
114
SHEET NO,
L-1
SHEET 18 OF 21
LUMINAIRE SCHEDULE
III
W
No.
Label
Symbol
Label
Qty
Catalog Number
Description
Lamp
File
Lumens
LLF
Watts
❑
0.8 fc
4.6:1
Lithonia DSX1 LED
DSX1 LED WITH 2 LIGHT
ONE 142.5 -WATT LED,
0.0 fc
0.5 fc
0.0 fc
N / A
N / A
L19
6
2 30B700/40K FT
ENGINES, 700mA
AIMED DOWN POS.
DSX1 _ LED _2_
Absolute
1.00
142.5
20.0
9.5
0.0
MVOLT HS
DRIVER, 4000K LEDs,
272.6
30B700 40K F
20.0
10.5
0.0
6
L19
342.1
31.4
HOUSE SIDE SHIELDS,
7.4
T_MVOLT_HS.
7
L5
351.0
120.9
10.0
0.0
0.0
TYPE FT OPTICS
L5
ies
112.3
10.0
0.0
0.0
9
L5
OCL VEGA VA2-
VEGA UPIDOWN LED
OSRAM SYLVANIA LED
0.0
0.0
10
L18
0L18
97.9
17
010A -WF -PTD-
WALL SCONCE
MODULES (2 REQ'D)
7100-L2.ies
Absolute
1.00
21.1
0.0
0.0
12
2LD12/30K
281.9
157.6
6.8
0.0
0.0
13
L18
303.2
154.3
Lithonia LP6F
6" OPEN DOWNLIGHT
ONE 26 -WATT TRIPLE
14
L18
295.2
155.6
6.8
L5
21
1/26TRT MVOLT
WITH DIFFUSE
TUBE COMPACT
LP6FN 1 26T
-
1800
1.00
29
16
L18
248.2
607A
REFLECTOR
FLUORESCENT,
RT_MV0LT_6
17
L18
235.1
173.7
6.8
0.0
0.0
18
VERTICAL BASE UP
09A.ies
172.7
6.8
0.0
0.0
19
L18
239.6
181.0
POSITION. 1-26 WATT
0.0
0.0
20
L5
252.7
166.2
18.0
0.0
0.0
LAMP WITH A 3 WATT
L5
242.8
172.4
18.0
0.0
0.0
22
L5
234.4
BALLAST=29 TOTAL WATTS
18.0
0.0
0.0
23
..........
STATISTICS
III
W
No.
Label
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
PARKING LOT ONLY
X
2.4 fc
3.7 fc
0.8 fc
4.6:1
3.0:1
Property Line
120.3
0.0 fc
0.5 fc
0.0 fc
N / A
N / A
UPG CHILD CARE
CENTER
+
1.5 fc
14.3 fc
0.0 fc
N / A
N / A
CONTOUR INTERVAL = 1'
FIELDWORK PERFORMED OCTOBER 5, 2006
GENERAL PHOTOMETRIC NOTE.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING
FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE.
LUMINAIRE LOCATIONS
III
W
No.
Label
X
Location
Y
MH
Orientation
Tilt
1
L19
78.2
211.1
20.0
88.6
0.0
2
L19
75.4
120.3
20.0
88.9
0.0
3
L19
135.1
66.2
20.0
11.9
0.0
4
L19
204.4
54.6
20.0
9.5
0.0
5
L19
272.6
42.7
20.0
10.5
0.0
6
L19
342.1
31.4
20.0
7.4
0.0
7
L5
351.0
120.9
10.0
0.0
0.0
8
L5
349.4
112.3
10.0
0.0
0.0
9
L5
348.0
103.8
10.0
0.0
0.0
10
L18
278.4
97.9
6.8
90.0
0.0
11
L18
285.3
96.9
6.8
0.0
0.0
12
L18
281.9
157.6
6.8
0.0
0.0
13
L18
303.2
154.3
6.8
0.0
0.0
14
L18
295.2
155.6
6.8
0.0
0.0
15
L18
288.2
156.5
6.8
0.0
0.0
16
L18
248.2
165.1
6.8
0.0
0.0
17
L18
235.1
173.7
6.8
0.0
0.0
18
L18
252.8
172.7
6.8
0.0
0.0
19
L18
239.6
181.0
6.8
0.0
0.0
20
L5
252.7
166.2
18.0
0.0
0.0
21
L5
242.8
172.4
18.0
0.0
0.0
22
L5
234.4
178.1
18.0
0.0
0.0
23
L5
183.3
201.4
18.0
0.0
0.0
24
L5
171.5
204.5
18.0
0.0
0.0
25
L5
161.6
208.3
18.0
0.0
0.0
26
L18
177.7
199.7
6.8
0.0
0.0
27
L18
179.8
206.0
6.8
0.0
0.0
28
L18
164.0
204.1
6.8
0.0
0.0
29
L18
165.6
210.3
6.8
0.0
0.0
30
L5
209.7
183.6
10.0
0.0
0.0
31
L5
202.9
186.3
10.0
0.0
0.0
32
L18
139.8
209.0
6.8
0.0
0.0
33
L5
153.2
167.5
18.0
0.0
0.0
34
L5
168.4
162.3
18.0
0.0
0.0
35
L5
147.8
162.4
18.0
0.0
0.0
36
L5
158.3
159.2
18.0
0.0
0.0
37
L5
169.7
155.9
18.0
0.0
0.0
38
L5
214.5
141.2
18.0
0.0
0.0
39
L5
209.4
137.3
18.0
0.0
0.0
40
L5
218.5
132.4
18.0
0.0
0.0
41
L5
227.9
132.3
18.0
0.0
0.0
42
L5
228.1
125.6
18.0
0.0
0.0
43
L18
252.4
118.8
6.8
0.0
0.0
44
L18
238.3
102.1
6.8
90.0
0.0
HOF �r
00
o/I J,
Z'
ED
U FRANK K POHL v
Lic No. 040626
�Q_
Vo"
�`�IL/NAL CNV
SCALE: 1" = 20'
DATE: 08/08/12
DRAWN BY FVP
REVISIONS;
COUNTY COMMENTS 08-31-12
ISSUED FOR CONSTRUCTION
® 01/24/13 - STORMWATER
REVISIONS
These plans and (associated
documents are the exclusive
property of POHL CONSULTING
and may not be ireproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
III
W
z
J
0 Q
+�
Z
w
0111000
H Ll
o
z
�J
�
v )
�%
�+
r
/
Z
O
� ON
W N
U
O
z � v
� v
These plans and (associated
documents are the exclusive
property of POHL CONSULTING
and may not be ireproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
III
W
z
J
0 Q
+�
w
0111000
H Ll
o
z
�J
Zr-,,
0
W
LLJ .moo
U
®Ln
= d
`O UM 'q-
These plans and (associated
documents are the exclusive
property of POHL CONSULTING
and may not be ireproduced
by any means in whole or in
part and shall not be
assigned to any third party
without the express written
consent of POHL CONSULTING.
PROJECT NO.
114
SHEET NO.
PH -1
SHEET 20 OF 21
W
z
W
U
W
ce
U
LU
__j
�
(��
J
..�I
W
H
I!
LU
<
LU
F
W
u
z
0
O
U
LLJ
F_
H
Z
PROJECT NO.
114
SHEET NO.
PH -1
SHEET 20 OF 21