HomeMy WebLinkAboutWPO201900034 Plan - VSMP 2019-12-19UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL
SITE DATA:
TAX MAP PARCEL
03200-00-00-01800
UNIVERSITY OF VIRGINIA FOUNDATION
ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK
DB 2712 PG 325
03200-00-00-018BO
UNIVERSITY OF VIRGINIA FOUNDATION
ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK
DBOPGO
PARCEL AREA: 25.92 AC
ADJACENT PARCELS: 03200-00-00-01700
GOLD LEAF LAND TRUST NO 3, WENDELL
ZONING - LIGHT INDUSTRY
DB 1745 PG 696
03200-00-00-018AO
UNIVERSITY OF VIRGINIA FOUNDATION
ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK
DB 2712 PG 325
03200-00-00-006RO
UNIVERSITY OF VIRGINIA FOUNDATION
ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK
DB 4957 PG 692
LIMITS OF DISTURBANCE: 8.11 ACRES
ZONING: PD-IP (Cat. I or II)
PROFFERS: ZMA2005-3
OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC)., AIRPORT IMPACT AREA (AIA)
MAGISTERIAL DISTRICT: RIO
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
TELEPHONE: 540-885-0920
CONTACT: PAUL HUBER, L.S.
PAUL.HUBER@TIMMONS.COM
SURVEY CONDUCTED: MARCH 2O19
DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH
VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS
REQUIRED BUILDING SETBACKS: LOOP ROAD: 10 FT MINIMUM
SIDE & REAR: N/A
PERMITTED BUILDING HEIGHT: 65FT MAXIMUM
PROVIDED BUILDING SETBACKS: LOOP ROAD: 20.57 FT
SIDE & REAR: 88.77 FT (SIDE), 206.81(REAR)
BUILDING HEIGHT: 28' (MAX - BOTTOM OF PARAPET ALONG THE MAIN ENTRY)
32' (TOP OF PARAPET ALONG THE MAIN ENTRY)
19.5' (AVERAGE)
BUILDING SQUARE FOOTAGE: 72,423 GROSS SF; 5,353 SF FUTURE 10 BED EXPANSION
PROPOSED USE: PUBLIC USE: HOSPITAL
TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.51 ACRES
KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION.
WETLAND IMPACTS: WETLAND IMPACTS TO BE PERMITTED BY LAND OWNER
UTILITIES: ACSA
DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER
PARKING REQUIRED (PER HOSPITAL): (70+10 FUTURE) BEDS = 2 SPACE/BED = 160 SPACES
20% OF SPACES TO BE ADA ACCESSIBLE = 32 SPACES
TOTAL SPACES REQUIRED = 160
TOTAL PARKING PROVIDED: 128 REGUALR SPACES
32 ADA ACCESSIBLE (10 VAN)
TOTAL PROVIDED SPACES = 160 SPACES
SPECIAL FLOOD HAZARD AREA INFORMATION:
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES [ ] NO [ X ]
TRIP GENERATION INFORMATION:
80-BED HOSPITAL USING ITE LAND USE CODE 610, ITE TRIP GENERATION MANUAL 10TH EDITION
DAILY TRIPS: 1,786
AM PEAK HOURS: 147 TRIPS (106 ENTER, 41 EXIT)
PM PEAK HOURS: 151 TRIPS (42 ENTER, 109 EXIT)
UTILITY DEMANDS:
WATER FLOW (AVERAGE DAILY DEMAND)
ESTIMATED TOTAL DEMAND = 14,000 GPD
AVERAGE DAILY DEMAND = 14,000 GPD
AVERAGE HOURLY DEMAND = 14,000 GPD / 24 HOURS = 583.33 GPH
MAXIMUM HOURLY DEMAND = 583.33 GPH X 300% = 1,750 GPH
PEAK HOURLY DEMAND = 1,750 X 150% = 2,625 GPH
2,625 GPH / 60 MIN = 43.75 GPM
SEWER FLOW (AVERAGE DAILY FLOW)
ESTIMATE TOTAL = 14,000 GPD
COUNTY OF ALBEMARLE, VIRGINIA
FOXTROT ONE
HANGARS
CONDOS
Charlottesville
Albemarle
Airport
Q
5/6/2019
LAKE ACRES
850
MCMURDO
D E E R W 0 0 D
Target
O c' CAMELOT
1515
NORTHSIDE
INDUSTRIAL PARK
P I N E R I D G
SITE
LOCATION
AIRPORT ACRE:
1505
9%
785
TERRYBRO1
FOREST RIDGE
JEFFERSON
VICINITY MAP
1"= 2000'
DEVELOPER:
UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL, LLC
C/O UVA FOUNDATION, C/O ELISE CRUZ
3600 GRANDVIEW PARKWAY, SUITE 200
BIRMINGHAM, AL 35243
CONTACT: ELIZABETH MANN
TELEPHONE: (205) 970-7850
OWNER:
UNIVERSITY OF VIRGINIA FOUNDATION
P.O. BOX 400218
CHARLOTTESVILLE, VA 22904
CONTACT: TODD MARSHALL
TELEPHONE: (434) 924-2569
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE,VA 22903
CONTACT: JOHN HASH, P.E.
TELEPHONE: (434) 327-1691
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C1.0
NOTES & DETAILS
C1.2
NOTES & DETAILS
..
C2.0
OVERALL EXISTING CONDITIONS
C2.1
EXISTING CONDITIONS
C2.2
DEMOLITION PLAN
C2.3
DEMOLITION PLAN
C3.0
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.1
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.2
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.3
EROSION & SEDIMENT CONTROL PLAN PHASE 1
C3.4
EROSION & SEDIMENT CONTROL PLAN PHASE 1
C3.5
EROSION & SEDIMENT CONTROL PLAN PHASE 2
C3.6
EROSION & SEDIMENT CONTROL PLAN PHASE 2
C3.7
EROSION & SEDIMENT CONTROL PLAN PHASE 3
C3.8
EROSION & SEDIMENT CONTROL PLAN PHASE 3
C4.0
OVERALL PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
GRADING & DRAINAGE PLAN
C5.2
GRADING & DRAINAGE PLAN
C5.3
GRADING & DRAINAGE PLAN
C5.4
GRADING SPOT SHOTS PLAN
C5.5
GRADING SPOT SHOTS PLAN
C6.0
STORMWATER SUMMARY PLAN
C6.1
STORMWATER INLET & PIPE CALCULATIONS
C6.2
STORMWATER MANAGEMENT PLAN
C6.3
STORMWATER FACILITY EASEMENT
C7.2
STORM PROFILES
C7.3
STORM PROFILES
L1.0
OVERALL LANDSCAPE & MITIGATION PLAN
949
JI I L r 113 I 11\I
# OF SHEETS = 30
RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS)
APPROVED
TOTAL BUILDING
PROJECT NAME
YEAR
ACREAGE
BUILDINGS (SF)
CONSTRUCTED (SF)
MICROAIRE (164 EDLICH DR)
1995
4.9
46,889
46,445
MOTION CONTROL (4040 LEWIS & CLARK DR) 1996
4.0
30,462
30,450
PRA (4105 LEWIS & CLARK DR)
1998
6.0
80,000
80,388
TOWN CENTER ONE
2000
4.7
69,900
70,974
BIOTAGE ( 1725 DISCOVERY DR)
2002
7.1
50,000
50,656
ETC ( 1670 DISCOVERY DR)
2002
2.6
42,388
41,778
TOWN CENTER TWO
2006
4.3
83,666
82,068
TOWN CENTER THREE
2008
4.7
89,814
85,392
TOWN CENTER FOUR
2016
6.8
108,568
ENCOMPASS
2019
8.9
71,848
TOTAL 54.1
ACREAGE APPROVED GSF DEV. GSF
CAPACITY 307.0 3,700,000 3,700,000
DEVELOPED/ SOLD 54.1 673,535 488,151
TOTAL REMAINING 252.9 3,026,465 3,211,849
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
673,535 488,151
APPROVAL
DATE
'�H op-'�
h�
Lic. No. 31371
`StONAL�
M
0
o
N �
N �
Q o
> E
w G E
+�
U U')U a) �:
Q�"+�'
w o
of LU L M
a J U o0
W J
H
d p N
(3 Uj N
z��Q
O x
w
= U Ln
.
cLn
rn
o N
N
s M
d -zj-
00 J
vi
0
0
0
w
>
L
U
Q
z
0
D
0
r
W W
0
d U Q
0 O O
U U
z Q� Q�
O
L7 a a
> O O
W � �
j j
W W
C11- cl�
DATE
5/6/2019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
J. HASH
SCALE
N.A.
z
O
I --I
Q
I�
J
m �
Q
T
i ~
zclool
W o w
w 0
J
t
QU
W co
J
Q
Uj
Z
,V l
V J
Q
C_
G
0
U
z
W
\Q
JOB NO.
43266
SHEET NO.
C0.0
�a
Z3O
-0 of
oo
2 z
(DO
0
m o
1= U)
co U)
a o
0
� ~v
zcn
0 9)
2a
X
T �
�3 o
Qw
o .3
Q0)
N
�N
U O
N O
U U
�N
�_
0
w U
O O
N
E
U �
o
-O O
.2-0
.m
U
o c
N .o
mu
a 2
c:
M-
In o
O U
co O
Qw
o�
U) �2
� E
GENERAL NOTES
GENERAL CONSTRUCTION NOTES FOR EROSION AND
c
0
m
a
T
a
M
rn
0
N
C2
N
0
0
a
2
6
a
ROADS LEGEND
TRAFFIC STOP BAR
STORM PIPE & STRUCTURE NO.
�® DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
DRY CURB & GUTTER
PROPOSED PAVEMENT
PAVED DITCH
JUTE MESH DITCH
CENTERLINE OF DITCH
{
BENCH MARK
CLEARING LIMITS
R-1
VDOT STANDARD STOP SIGN
200
EXISTING CONTOUR
200
PROPOSED CONTOUR
+ 240.5
EXISTING SPOT ELEVATION
TC 240.5
PROPOSED SPOT ELEVATION
10
PARKING COUNT
SEWER
S�SEXISTING SANITARY SEWER
S-SAN� SO PROPOSED SANITARY SEWER
OPROPOSED SANITARY SEWER LABEL
WATER
EXISTING WATER LINE
6" yy PROPOSED WATER LINE
0. 6" yy PROPOSED VALVE
iH 60 yy PROPOSED TAPPING SLEEVE
PROPOSED FIRE HYDRANT (COMPLETE)
GRADING
ACSA GENERAL WATER & SEWER CONDITIONS
TC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
PRESERVED AND MANAGED SLOPES
J U N E 27, 2019
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
NOTES:
1. CONTRACTOR SHALL REFER TO THE HEAVY DUTY CONCRETE SECTION DETAIL ON SHEET C1.1 FOR CONCRETE PAD SPECIFICATIONS NOTED BY CITYSCAPES.
2. PROPOSED ENCLOSURE SHALL UTILIZE A VERTICAL PLANKWALL & MADISON GATE. COLOR TO BE SEQUOIA OR APPROVED EQUIVALENT.
3. CONTRACTOR TO REFER TO MANUFACTURER FOR ALL REQUIRED INSTALLATION DETAILS & SPECIFICATIONS.
cn
w
w
QO vo
U U O
0 C.)
. J Z
�z wo
�_
m_
D m
m
w
�o
0
FOUNDATION J CD
z
DETAIL "A" W r)
a- J
(TYP. 11 PLACES) m
0
m
v7
J
0
m
Cn
w
o
QCD
0 U
J
O
J �
w
J
X
m
00
1
i
J
U
z (n
LIJ
��0
FOUNDATION
DETAIL "B"
a--
m
(TYP. 9 PLACES)
T.B.D.
1'
5'-6" 5'-6" 816
z
0
I
0
1' SEE FOUNDATION
DETAIL "A"
o
�
o
i
O
a
Ln
\-SEE
m\
FOUNDATION
Z
0
DETAIL "A" 6
o
Ej
Inra9 O
K
aN
0f
L
LO
4" SCH. 40 PIPE 48" HIGH
(BOLLARD)CONCRETE FILLED
® (7 PLACES)
OPTIONAL
CONCRETE PAD
a Z N
N
O - Ox O
a�
i OV UU O
UH
oo$j<womo
SEE FOUNDATION 5" SCH. 40 PIPE a8 a� U a a
DETAIL "B" 7' OR 8' HIGH (GATE POST)
1 TYP. 9 PLACES CONCRETE FILLED (4 PLACES) 7" m Leo
a og
F L
C 8- oog
� gr1
� o€ o
Ws
L J= -E
0 _
0 0
map
5'-6" 5'-6" 816" BOLT PATTERN 0 _ �X�
(TYP. 9 PLACES) Fir
J A1061 99A106199.dwg. 11/26/2014 4:56:52 PM, NCONDO
DUMPSTER PAD & ENCLOSURE DETAIL
No Scale
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY.
THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS
SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW
PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS
FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY
THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN
ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE
RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30
GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE
SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR
REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON
STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
PLACED AT THE END OF THE DAY
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
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). THIS PLAN AS DRAWN
MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER
OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZES A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN
HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
11. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS
AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE.
12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.
ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT
DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT
FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM
THE COUNTY EROSION CONTROL INSPECTOR.
BLASTING NOTES
BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON
THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE
INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE
CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF T00AM TO 9:00PM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION
CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT,
BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE
AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF
ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO
BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND
MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE
APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO
ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE
DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9)
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION
ORDINANCE SECTION 17-207B)
Albemarle County Engineering
Final Plan General Notes
Page I of 4
ALBEMARLE COUNTY
FINAL FLAN GENERAL NOTES
General Construction Notes
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), This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. 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 be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
,TH o
Lie. No, 31371
12-17-I�f �"
1k -1ONAL
M E
O
rn o
N
N �
Q o
> E
w E
~ U 2
Q �! t
w LL o
0 L
w O rp
Of LY M
d J U 00
W J -�
d > 00 N
U LU N
z � (3) ro
O
X
J
w
� W Uj
0 Q
(j) (3) N
= U > �
Q .
CU')
rn
O N
a
i M
a�
00 J
D
0
_
0
0
w
_
U
a
z
0
D
0
(A
Z
0
FM
�I
W W
0
OU OU
p O O
C� C�
z
0 W W
V) a a
> OO OO
w
W W
ct� ct�
rn �
LU
rn �
� � N
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE
N.A.
0J
I --I
Q
I -I
M~ J
W Q I --I
Q > Q
= z ~
Lu W
O 0
U 66
w
J
Q V
w W
J m
Q Q 0
w z
no
JOB NO.
43266
SHEET NO.
C1.0
=5o
-0of
20
�U)
Z
o0
0 g
m o
E
�U)
�N
a o
o=
a'
z N
O 2
Q
x
H o
O Y
w 7
.3
N
U
o
�N
6 O
(n°
O O
E
O O
U co
O
0�
U
o �
N o
E.
� U
2
�N
N O
O U
O
Qw
En CD
L-
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
NYLOPLAST 12" DRAIN BASIN: 2812AG X
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
HALF PLAN VIEW
18" MIN WIDTH GUIDELINE SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MH-1 NOTE*
FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT
SUFFICIENTLY LOW TO PERMIT PROPER
ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
BRICK AS DIRECTED BY THE ENGINEER.
8" MIN THICKNESS GUIDELINE
(5) ADAPTER
ANGLES
ARIABLE 0° -360°
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
ACCORDING TO
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
PLANS
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
i (3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN BASED ON
WATERTIGHT JOINT "
(CORRUGATED HDPE SHOWN) 4" MIN MANUFACTURING REQ.)
r
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: y
4" -12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
01-
ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX' SCH 40) PVC C900/C905 CORRUGATED &RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS
LOAD RATING
PART #
DRAWING #
PEDESTRIAN
MEETS H-10
1299CGP
7001-110-202
STANDARD
MEETS H-20
1299CGS
7001-110-203
SOLID COVER
MEETS H-20
1299CGC
7001-110-204
PEDESTRIAN BRONZE
N/A
1299CGPB
7001-110-205
DOME
N/A
1299CGD
7001-110-206
DROP IN GRATE
LIGHT DUTY
1201DI
7001-110-021
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
3130 VERONA AVE
2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
BUFORD, GA 30518
3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE 03-29-06
PHN (770) 932.2443
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO.7001-110-065
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
Nylo last
FAX (770) 932-2490
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY NMH
PROJECT NO.INAME
www.nyloplast-us.coi
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
THIS
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
CONTAINED HEREIN, OR MANUFACTURE OF ANY
N-12 HP, & PVC SEWER.
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 0311-16
12 IN DRAIN BASIN QUICK SPEC INSTALLATION
DETAIL
5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012.
PPPnAlcclnnl rPnnA nIVI nPI Acr
DWG SIZE A
ISCALE 1:20 SHEET 1 OF 1
DWG NO. 7001.110.189
REV E
NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS MANUFACTURER
AVAILABLE (ACCORDING TO RECOMMENDATION
PLANS/TAKE OFF) (MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
a
(5) ADAPTER
ANGLES
VARIABLE 0° - 360'
ACCORDING TO
PLANS
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING N0. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. BASED ON
MANUFACTURING REQ.)
4" MIN
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS
LOAD RATING
PART #
DRAWING #
PEDESTRIAN
MEETS H-10
1899CGP
7001-110-212
STANDARD
MEETS H-20
1899CGS
7001-110-213
SOLID COVER
MEETS H-20
1899CGC
7001-110-214
DOME
N/A
1899CGD
7001-110-215
DROP IN GRATE
LIGHT DUTY
1801 DI
7001-110-074
EE
IMMM■
///mMMMl
////.til M M 0
�!!!�IalalaLL
mMMMMl
talaMMm
mmmu
�a�tititi■
SPECIFICATION
REFERENCE
302
B-1, B-2
7//// iiiiiiita1
tatata
%////.1 M M M \
mMMMMl
IMMMM■ •
vlo iiiiiiiEll MMMMI . •
////.1MMMM■
1
FLAT SLAB TOP AS DETAILED
ON STANDARD T-MH-2 MAY BY
SUBSTITUTED FOR TAPERED
SECTION WHEN APPROVED BY
THE ENGINEER.
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
45P
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.5
0.785
1.437
5
0.7
0.785
1.699
6
0.9
0.785
1.961
7
1.0
0.785
2.223
8
1.2
1 0.785
2.485
9
1.4
0.785
2.747
10
1.6
0.785
3.009
11
1.9
0.970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
17
4.0
1 1.173
1 6.032
INCREMENT
1 0.45
1 -
0.582
MANHOLE FOR 1211 - 4811 PIPE CULVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION
W dl
J , I
STEPS I(AS REQ'D.)
' I
P. '. I.. Q
4. .
IT X } D ICI E
B-1
MONOLITHIC
MH-1
J
DI-1
rn
A
N
�} N
rn
--
9v„ 2,-7„
M„
4'-2"
DI AAI
(GRATE REMOVED)
DIMENSIONS
♦ CAST IRON ONLY/
DETAIL A
%2 SECTION CAST IRON -+- '/2 SECTION STEEL
NOTES
2'-7"
LUGS TO BE
CAST WITH
1'-31
L 2%z" x 2%2' x I/4"
1. DEPTH OF INLET (H) TO BE SHOWN ON
COLLAR
10'-4" LONG
PLANS. FOR DEPTH GREATER THAN 10' USE
STANDARD DI-lA
B
B
A
2. THE "H" DIMENSION SHOWN ON THE
STANDARDS AND SPECIFIED ON THE PLANS
�
I
WILL BE MEASURED FROM THE INVERT OF
A
CAST
GALV.
ONE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
IRON
STEEL
JOINT
STRUCTURE. PLAN "H" DIMENSIONS ARE
APPROXIMATE ONLY FOR ESTIMATING
N
66 ±
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
OPTIONAL
BRACE RIBS
43.6 LBS
SHALL BE DETERMINED
3 LBS
I
TOCOLLAR
CONTRACTOR FROM CONDITIONS.
INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE
LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE
WITH STANDARD IS-1. THE COST OF
FURNISHING AND PLACING ALL MATERIALS
INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE BID PRICE FOR THE
%z" x 1%2" x 4"J Ir I %z" x 4"
STRUCTURE.
LUGS 12" STUD SHEAR CONNECTORS
4. IN THE EVENT THE INVERT OF THE
OUTFALL PIPE IS HIGHER THAN THE
BOTTOM OF THE STRUCTURE, THE INVERT
SEE DETAIL A�
OF THE STRUCTURE SHALL BE SHAPED
WITH CEMENT MORTAR TO PREVENT
SECTION B-B
STANDING OR PONDING OF WATER IN THE
STRUCTURE. THE COST OF FURNISHING
COLLAR DETAIL %z" MIN RAISED
AND PLACING ALL MATERIALS INCIDENTAL
LETTERING
I z
TO INLET SHAPING IS TO BE INCLUDED
IN THE BID PRICE FOR THE STRUCTURE.
DUMP NO WASTE DRAINS TO WATERWAYS
5. STEPS ARE TO BE PROVIDED WHEN H IS
4'-0" OR GREATER. FOR DETAILS SEE
STANDARD ST-1.
DETAIL B
6. THIS ITEM MAY BE PRECAST OR CAST -
IN -PLACE.
NOTES
4'-2"
HARDWARE
2-6
SEE DETAIL B
7. #4 X 8" SMOOTH DOWELS AT
1. QUANTITIES SHOWN ARE FOR MANHOLE
2'-7"
CLOTH
T-W
I
I
APPROXIMATELY 12" C-C TO BE
PLACED IN ALL AREAS ADJACENT
WITHOUT PIPES. THE AMOUNT DISPLACED
#68,
TO ABUTTING CONCRETE TO PREVENT
BY PIPES MUST BE DEDUCTED TO
#78 ORGGR.
SETTLEMENT. IN LIEU OF DOWELS
OBTAIN TRUE QUANTITIES.
w w
W w
p'v
#8 x 6" WIDTH
0MMM
A 2"X4" NOTCH MAY BE PROVIDED.
2. A BASE THICKNESS OF 9" WAS USED IN
a a
a a
a a
a CL
p.
o
_
N
SEE STANDARD T-DI-3, 4 FOR
ALTERNATE DESIGN.
COMPUTING CONCRETE QUANTITIES.
- _
N ;�
D
COLLAR
D
WEEP HOLE
3.INCREMENTS TO BE ADDED FOR EACH
x
Z
co
a
,
SEE NOTE
ip
8. 3" DIAMETER WEEP HOLE WITH 12"X12"
PLASTIC HARDWARE CLOTH /4" MESH
ADDITIONAL FOOT OF DEPTH.
Z
Z ZEMIR
g
12"
iv
OR GALVANIZED STEEL WIRE, MINIMUM
4. MATERIALS MAY BE BRICK, CONCRETE OR
N;�
�=
`�
12"-15"-18"
OR 24"
WIRE DIAMETER 0.03", NUMBER 4 MESH
HARDWARE CLOTH ANCHORED FIRMLY
APPROVED CONCRETE MANHOLE BLOCK.
N
iV
TO THE OUTSIDE OF THE STRUCTURE.
N
M
o
5. IF BLOCKS ARE USED THE MINIMUM
p o p ,
9. CAST IN PLACE CONCRETE IS TO BE
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
p
o
o p ,
o
CLASS A3 (3000 PSI). PRECAST
CONCRETE IS TO BE 4000 PSI
TO WALL THICKNESS SHOWN FOR
CONCRETE.
SECTION A -A 1�
6. ALL CONCRETE To BE CLASS A3.
CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE
ACCORDANCE WITH STANDARD IS-1.
15" CONCRETE PIPE - 1,528 CU. YD. CONCRETE
THE COST OF FURNISHING AND PLACING
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE
ALL MATERIALS INCIDENTAL TO THE
24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
ADD 0.469 CU. YD, PER
ADDITIONAL FOOT OF DEPTH.
VDOT
VDOT
pj�
2"
1
10. ANY ALTERNATE METHODS OF ANCHORAGE
II
II
MEETING THE APPROVAL OF THE ENGINEER
MAY BE SUBSTITUTED FOR THE CAST IRON
APPROXIMATE WEIGHT
CAST
GRATE 63 IRON 8 LBS
LUGS AS SHOWN HEREON.
DUMP NORWAY
11 LLETTERINGNASTE IS REQUI EDSON ALL TO DI-1
SECTION C-C SECTION D-D
GRATOF
VARYEBYLOCATION MANU AC URERTTERING MAY
GRATE DETAIL
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET
REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10,
106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION
DI-3A, 38, 3C
FOR DETAILS OF INLET
EXPANSION JOINT 3' 10" FRAME & COVER BACK OF SIDEWALK
WEEP HOLE (AS REQ'D.) STEPS (AS REQ'D,) SEE STANDARD IC-2.
WEEP HOLE (AS REQ'D.) BARS G 4'co
BARS c
mow '\ 2" ARS F
cn
0 Lu
zi #, Owif
J
6-
........
ALTERNATE JOINT
DETAIL II II BARS DBAR F BAR A FACE OF CURB
CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT
W MIN. PLAN
10' MAX.
[--A L-VARIABLE - MAX. 20'
I� 8„ 2,_6„ B 8„
NI
�I IE D 0I IE
x 6" - W5.5 x W5.5 WELDED
WIRE FABRIC OR EQUIVALENT AREA
6"
7 2"
ad 4 FOOTING
fE D + 8" + 2X �I
B-2 11
DOGHOUSE WITH FOOTING
NOTES:
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS,
"H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC.
2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199.
3. CONCRETE SHALL BE 4000 PSI.
4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT
AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH
THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO
ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN
THE OUTSIDE DIAMETER OF THE PROPOSED PIPE.
5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER.
6. "D" IS NOMINAL DIAMETER.
7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,
THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING
OR PONDING OF WATER IN THE STRUCTURE.
8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL.
JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER.
1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
3130 VERONA AVE
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
BUFORD, GA 30518
3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TOO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE 04-03-06
PHN (770) 932.2443
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
SEE DRAWING NO.
NyIO IaSt FAX (770) 932-2490
REVISED BY NMH
PROJECT NO.INAME
TECHNICAL INFORMATION SHOWN HEREIN
CONNECTION
4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
www.nyloplast-us.com
XVDOT
TITLE
ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION
ROAD AND BRIDGE STANDARDS
N-12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 03-14-16
18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
SHEET 1 OF 1
REVISION DATE
5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PPPAAICCI(lM rPfMA NVI (1PI ACT ,".,°,,,,,,,,,,,,,ter[DWG
103.11
SIZE A
SCALE 1:30 SHEET 1 OF 1
DWG N0. 7001-110-191 REV E
DIMENSIONS
D
X
MINIMUM
Y
MINIMUM
SUGGESTED
MAX. PIPE SIZE
ABSOLUTE
MAXIMUM{
36"
4„
6"
18"
21"
48"
5"
6"
24„
27„
60"
5"
8"
36"
42"
72"
6"
8"
48„
54"
84"
1 7"
1 8"
60"
66"
96"
8"
8"
66"
72"
DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED
TO 4'-0" MAXIMUM.
�{ ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND
ONE PIPE EXITING STRUCTURE)
STANDARD PRECAST BASE UNITS
VIRGINIA DEPARTMENT OF TRANSPORTATION
I- - - - - - - - - - - - - - - - - - - - - - - - - -
RS G
BARS F BARS E
*3" DIAMETER
WEEP HOLE FRONT ELEVATION
G TTER REMOVED)
SPECIFICATION
REFERENCE
233
302
EXPANSION
KEYED
JOINT
Y
CONST. D 5,
APPROACH
JOINT `D f GUTTER
BAR G 2
WARPED
w
0
00
GUTTER
OF
BARS B
a
BAR
C
2
_ _
_
SUBBASE
HARDWARE
BARS F
CLOTH
o
+
I
WEEP HOLE,
=
o
w
o
o I
SEE NOTE E
r
W
STEPS.'SE
NOTE 5
FO.
8"
2'-8" Ig
4`0"
SECTION A -A
6' MIN.
10' MAX.
KEYED CONST. JOINT
2' 10" 2" WARPED
x
2„
GUTTER
APPROACH
BARS A GUTTER
.7„
�e
60-
BARS E
BARS B
- - - I „ I-u
1 /4 rE�T
5XI/4" BENT PLATE �- \ SECTION B-B
" R
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. I/4 L21/z"X21/p"XI/4"
• GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH CG 2 & CG 6 STANDARDS. TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2' C-C.
CONNECTORS AND IS TO 6E ANCHORED WITH I/z" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C.
2"
APPR.PAVEMENT
DI-3B L DI-3C L WARPED PAVEMENT
- _ _
= I FLOW l
FLOW
If 1
J 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
SPECIFICATION XVDOT SPECIFICATION
REFERENCE REFERENCE
ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET
105 SHEET 1 OF 2 REVISION DATE 12"- 30„ PIPE MAXIMUM DEPTH (H) 8' 233
302 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
104.09
8"
�rYH Op
H-f
Lie. No, 31371
12-1GA.
;SlS' ONAL �
M E
O O
M U
N
N �
> E
Lu E
+�
~ U 3
Q��
LL
0 LL o
w o
c� LY
Q0- J U 00
LuJ
H
> p N
(3 Lu N �
Z It
3 O X
LL
� OC ai
oa ="t
c
U j
Q -
c Ln
0)O N
N �
I- M
d �
CO J
� I�
ww
O
a u u
ul
p O O
U U
Z
Q Lu LLi
> Lu Lu
w
Ol
Lu
d> �
O � N
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE
N.A.
�•J
J ,^
H J
m Q
Q' a
w
W o p
U 0 Lu6
J ,^
L� Q n
1 Lu
J m I-
Q O
w z
i
JOB NO.
43266
SHEET NO.
C1.2
�a
00
-0 Oi
o Ur
CL NU)
i Z
mO
og
c _
T �
@ O
1-
c N
0 c
a o
Wm
CD 3
Z N
O m
� Q
g x
H o
a�
o w
0
m o
0-:5
m c
� Y
U) �
7 N
x c
O O
a)U
:5 i
[;
0 1-
0
U
O O
N
!_ za
m
U
N �
m
N O
v .o
N U
a 2
O N
O O
U) O
c U
@ O
o_ w-
0�
(�
L
0
c
.Fu
0
LL
m
:_
Q
2
Q
N
v:
rn
rn
N
N
0
0
a
-� \� \\ - \ \ 1 \ \ - \ ( I 1\\ \ 1 \ _ \ _ - _ -
^) - \ \\\\\\\\\ \ ( (l\ `\\\flll \\_ \ � \ I ( /r \ \ , \\` _
\ \\)\ \ \\\�\ \ - \ \\ )1I) \I -\ \\1 \ \\-
I1 J1 \� I)\\\\\ \��\\\�\�� \ \ `\Il\ 1\ I\ I1\\ \\`\\-� �--
�' -�/ - ) )III \ 11 �\<�\ \\ \\\\`\\ \I�\I \\\\\\ -_ -
L/Lr/ ///= /;:__//////)I ) \\\\\ ��\� \\\\\\� ��`\�\N,\ 1l\\ \\ �'\\\-_-----;
/lf' // �///ram/�%-- - ' // /i -`��_� // / / I I\I �\\\ \-\\`�\\`\ \`�\\`\_� .��-
/1 / /)�� / / / // / -/ -- - ---
11i1� II//�</f // , /, // - / / / - - / / I \\ \� \\ \\\\ \ \\�\_\ -'
I II I / / J/// / / /-- / // �- - I I \\ \ \ \ \ ,\ \ \ ` - - \`-\ - \
l � �/ IIII!// 11111 I I If(/ //iir/// // //� � c� j-s, - \�\�\( \J / �\ r \\� \\�\�\�\ \\\\ \ \\�, 11 �\ t - -
/ l 1I II / / - \ / / \ \- \\\\ -
// 1,111 l )i illl// / \\\\ _ \ - _' _
I / / / / / ///� J II// / / //// /i%r / / / / / r - - - \\\\\ \ _/ /J \\ \ \ �\\\ \l\\ - \\\ \� \ \ \!\�\ \ _ _
l / l I l 1 , l l ) l I / ///// l / i /- - i /r _ - _-`\\� \ \ \\\ �\ �- _ \\\ \ _ / ` I,\ \ - - \ \\ �\\\ \\\\\ - \\� - \,� - ��/ i�_
/� \\ _ \ \\ \ \\ \\ \\
I l / /l l / / l l l /r 1 // //// I i///////ii - - __--- __�- _ - \ \\\ \ \\ _ - ----- '
1 I I I, I I I ( ) I I I ( // ,/ //' '/ / �'�/ //,/// 11 11 / /- � _ ` 1 _ - ` — � \\ � \\\\\I \\\\ ��\ \� \ � _ _ \\ \\ \� \ \ \- - � ��- -
\ 1 I I l I I III I ( // , / / /r /// '/ /'' �/ - -� - - -- _- - -- \ \ \\\\\\ \\ \ \\\\\\\ \ \\ \ � \` \ � - -, \ ` - _ �_ _� _ _ //
I I I 1 III I I I� // r/ r,/ �/ / / /i-=--_ _ ---\ \\ \\\ \\\\\\�\\\\\�\\ \\\ \ `� \\\ \\---____
\ \ \ I ) I I I I 1 I I 1 I I 1 \ \ I I 111 III II(( �/ // /// / x// //// — — -- - - _ -\ \\ \ \ \ \\\\\ \\\\ \ \\ \ \ \ \\� i�
\ \ I I I I I I I \ I II 11 III)! II 111 //1) < /- / r/////'--_ -_ \--__ - \ \ \ \ \\\ \ \ \
\ \ \ \ 1 I II I I \ \ I I I 1 I II ►1�/,//,/► / / K////, /, /, / _� _- -- \` \ \\ \\\ 11 \\ \\ \\- \-� �\ \_ ��
\ \ \ \ \ I I 1 l \ I III I 1 I 11 I // // / / / - \ - - _ - _ - - \ \\ \\\ \\ \\ \ \�)) > IIIIII I- \\\\ L- \\ \// 1 \\ _ � - \\� / / / %ice v
`' \ I I III I 1 1 I IIII II IIII II /// ri// / / // / -- \ \ \ \ \ \ I1II"t I \� \ \ .�-- �`\_ /,//
\ \ \ \ \ I 1 1 \ \ I I II I I 1 11 //// rr/ / // /ir �///// /'r - - _ - - - \ \ \ \ \ \ I )t` \(\ \\�\\\ \ I = - \ �� ��\\ _ / (/i - ��
\ \ \ I \ \ \ \ ) 1 1 I I I I \ I I III I I I lull 1 / / / / r/� 1 / / _ - - � - _ - - \ \ \ I 1 \ \\ 1\ 1\\ i \ \\ z-z- \ ,�\ \ / /
I \ I I I I I \ \ \ I 111 II I I/ // / ^/ /,/ / / \_ -- - _ \ \ \ \ \ \\)► \ \ \ 1 \\ - '- .IF- 1\- �-'N � /�-
\ \ \ I I I I I I II I / / // //(,;l / I --- -- � \ > III I 11 1� ` - \ \i - a \\\ �/
I \ \ 1 \ \ I111 I I I I \ 1 I II II 111 1 11111 ////i 1 1// r _ \\ \ \ \ \ ) 11 I I II \\\ / -"/
r I � I \ / \ // I I I II I I11 III111I/, /// / 1 /) -- \-- 1 )\ I\ IIII I I`-, ,-- \\ \\ \- - / / //
\ \ I I I I I 1 1 IIII IIII I 1 //// / /// // // - \ \\ \ \ I 1\ ) III I I I \\ \ \ \ \\ / f
r ) / I\ / I / I )II III) IIIIIII\\\I\III 111111II1111111)I1111111I %/ /i/ //'/' / - _ \\\\\\\\�\\� )I\II)IIII,(1111/Il\--\\\\\\\\\\\\\1\\ \I_-/' i //ON
/ , / i 1 ) I I I \ \ I I 1 I 11 I I ►/ / _ / / / / // / \ \ \ \ \ \ \\ 1 / / l l - \\\ \ \ 1 _, / -)
/ ) / / / / , / / , / / / // / / I I I I \ 1 I 1 1 1 1 111 I IIII I IIII 111111 i /; - ' �' ��/ // /i%// / - - - \ \ l 1 1/ III)\ 11 _ - Z,\\ \\ \ � \\\ 1 I I / / /
> \ \ \ I \ \ 1 / \ \ / , ///
/ // /// / I I ( I I I I I/ = /' /' // / r \ \\ Il\/ \ I \ _ - \ \ I I l f' Ir////�
/ / / / / / /// / / / / // 1 1 I 1 I 1 I I I 1/)//l /II /I/�1/1 III // //// // /� / ` _- \ \ ` \) \� \ )\ \`1\\ l I I /I , -_ _ - \\\\\ I 1 1 / \ / / ri/
1 ` / / / �/ // /�� // / 1 l 1 Il / // / / /l Ij/l11 /, ////� ////i i - \\ \ \ -- -\\ \ \ \ ,--\ \1 % \
I \ / , / /// i/ // / / / / l l I l/ // /// //j��///l//I '�_--///�// // / --- - \ 1 11 1 I// - `\\\ (`- \\\ // / I \y///-�,
1 I I ! �/ _ \ \\\\ I \ \ /
/ _ \ 1\ \ III _ \1 = \\ `� �'/ ri
\ / // ' - /_ / // r I / // // \ 1 \, \ ) I I l /�_l \\ 1 \ l \ \, f _�, /' (
\ S / / / / ' / / / / 1 I // r/ /// / / / / // / \ \ \ I
l ` \ \ ! / / / / ' / � � - - / / / / / (1, // / / _ _ / /, / / / , / \`- \ \ \ \ l l ( IIII / / _ \ \ \ \ l l \ \ \ / �/ - _ / / I
r \ / / / / / - \ ) 1 I11 11 I 11 \ / - \ \1 II \)I))�` \\ \ \\ /,__,�/�
) \ ( / / / r/// // //i/ ice_= -_ i_-,-- /� / i / // /- \ �\ `\ \ \ `I\ I 111I \ /'// \ ) III I) \-_ / --l1
1 / / / / / �.� l / / / / / / / / "\
1 ) 1 1 ) / 1 /I / / / ' /'r r/ /%/ /% / ' % = _ - _ _ - � / // /i� / /// // - _ - - - %/'\///// / / /� / ' - -~ \ \ \ \ \ \ 1 1 I IIII II �11 \ \ I I I \ \! / - \ - _ _- _-
/ , , / / / /// _ � � i _ = 1 ✓. / / - - - - - , / / , _ \ - , \ \ \) \ 1 I I II II 11 \_�' / I /1/ / \ �\ - -=��` _ - _ _ '- - r -
I l / / / / / ' / /'�' / �'i / 'i - / =-_ _ - 7f7 ' / i/, ,// _ - _ - _ _ _ // // , r r - - \ \\ \ \ \ \ \ 11 ) 11 I \ / / - J r ! I (\ ( - _ = - ' - -��
/ I / / / // / // // // //, //// ii///i//�%���__-_ � IIEI �i�j�h�Q //jll _----���� i j jj / '_-__ -\ \ \ \\ \ \\ \\\ \\\11 II)II11, \\\)` / \/,l \ )1\\ 1 �" -%^�\ %__
—\\ \ / / / / /, / , //,,;/ - ,/// _ mac 3g-- - "' //; / rj /I �53 - __- /;// \ \ \\ \ ( ) 11 I I II11 11�/ - /I \`\ \ I\ /rr�__ = \-%_- -
\ -/ / / / / / / /// /////' ,,// ,/�i"11' -- -�-�_ %//�Q // -_--__ // -- � \ \ \ � \\I II III11,111I \/ II I�\ )I11I- =%�__ �,�`= ----
\ \ - , / / / / / / / ' / / / / // ///////'~ 1 �� %i_- _-__ ' �/ ' ::I // �/, ��'__ - \\\ \ \ \ I \ l I/ II I 1\ -(1 \ \\// �'/ - = _ -=_=_=----
\ \ / / / / ' / /, / //// /,/ / �- - -/;5Q5 ; �, - __-_ f / - \ I 1 ) I / ), ►1 \ \ - / - _ �-__-__----__
/ \ \ / / / / // / // /. // / //// -i— ' -`C � -_ — '///// i'-- _ - / //// / \ \\\ \\ \ \ I I /(\) I / `\ IJ\ \ \ %'' / _ �_�__ __1
/ J \ \ \ / / / / > ' / ' / �fP/32-� / / / �1 / i / _ / - _ _ f \ / / « i - �� _ / / // / / \ ^ \ / // - - - - _ _ -
/ / \ \ / / GOLOLEAF EN ETRc, � 3/ /��I / - _ _ - - ' - - - _ \ \ \ / / \ \ I 1 I I ( � , / _ - - _ -
-- / / ///// aWEffG /',1' - .-x- ----- \ \\ \\\ \\ \ ,_ _ \ W \\ / / / ' ` \ \ \ \ 1 I I I / // ) �s S _ > \ \/// / - -
___ \ \-\ - j_ / / I/ - \ \ \ \ /
\ / \\ / / / / / / 4� /� _ - -\\ \\ \\ _ // r / _\ \ \ 1 ;-- \\�\\ \ / / _-_ ----
/ / / / / / / / I ////� 3�h /�//' --'� ��\\`\\\\\, \\\ _--�� \�// /// _ -``�/' ///, \\ \ \ \ \ ► I►I/ r j1 ` ----� ` \\ \\\, // /, / _-SAlal�-__�- -
\\� \\ \ , l /- � / , / / / / /s��, / ,/, i/ /-_/'�-� _-\\ � \\\ \\ \ 0 - / / /i/ -� / // ' ` \ \ \1\\ I I I111 111/1) / -\ -, \ \\\\ \/ // 6� j - - _
\ ( / \ ' / \ - - / / / / / ' / ' / _ _ - \ \ is \ \ S - \ ! �� / i _ / / / / \ \ \ ) I r I \ _\ \ / / r — - - \ - \
\ \ \ \ \ \ \ / / 1 \ / / / / / / i ' / // ///,/rs.�" �r /d y y - - / - 1 - / \ Y,\-s, \\\ sO \ \ \ \- \ \ \ / / / / l _ - - - 1 �_ / / / / \ \ \ \ 1 I \ l l /( 1\ \ - _ _ \\ - / / / / / - - - - - \ \ \ .
\ \ \ \ \ � \\ \ I I\ / - / \ - / / / / /� �" - - ' - ' \ \ / / \ �& \\\ \\ - \\ \\ // / 5 r _ - - _ - / \ \ I ) I / 1 1 I 1 - _ -cS%�` \ \ _ / / - - - -- - - - \ \ \
\ \ I - _ _ / / // W/�EN�E , y _- \ \ \ \\ \\�1\ - /// ' I ,�_- \ \ ) rlI) \ 11 �_� �_ /�S \\ \ \ / _---_ - \
\ - \ \ 1 / / ifs/ / ' // / "y �" / \ / / \ \ 1 / , / I \ - - ' i �) \ - - _ _� \ \ / / - \ - \
\ \\ - // / // / / / / _ \- _ _-_- — � — -
\ \ \ ` \ \ \ \ - / - / // // /.5 / //// �.� S\ \ \ \ \ \ �� \ ) , �/ / / \ \, �\` \ \ I I I I I/ IIL 1 \ \ _ _ _ 'i i'
\ \\ \\\
/ / / \\\ \ \ I / /! / / / I \ - \
\ \ \ \\ \`\\ r 1 -r(\- / / '//'//ii///i//// _--��TM=32_- S / \ \ `\\ \\ /.� `J// p/n //_ \ -- \ Il / 1//1 II(I -_-\� \ \\� /jr ---__\ \ \\\ \\\
\ \ \ \ \ \ \ — — — / ,\ r — — \ / / / / / / ' / / / — NIVERSITYOF RGINIA — \ \ _ _ ' / / ' \ \ \ \ \ \ \ \ 1 \ I / \ �. / / _ " r / / _ \ 1 ( I 1 I � — _� �� \ \ r / _ — \
\ \ \ \ \\ \))) I I ( - - - - / / - '. _ / / / ."� / , " / -_ _ REA T`!--FD�I/O— � r \ \ \\ \ \ \\ \\ \ \ / J ' - -� _ 1 I 1 I I I / \ \ _ - - - '- - - \ \ \\ \ \ / , /�'� ' _ - - - \ \\ \ \ \ \ \ ) 1
_ _ \ /\ / ( I \ _ ~_ 1 \ / /
\ \ \ \ ` I \ - - —_ - 6 Q - - - rr 565 r _ \ \ - - , \ \ 1 1 ' h/ / 5 / _ TJ��/ M6AIS'G�R�7CJP ) I I \ \ \ _ _ - -_ - _ - \\ \ \ _ / _ \ \
I \ \ ) \ I \ , 1 I / - % ' _ / / / wi FEN / / /, // // oe2,f ec 3z5 \ \ \ \- - \ \ \ \ \ / / / / - \ 1 I I \ \ - - - - \ _ \ - \ - / i ' ///, - - \ \ \ 1
\ / ( - 4 - � /r' ---_ r-./r' s:2- rPc:se \ \ \ W /// -- \ \ / \\\ \ \✓ - \ \ \\ / / _ _ \ \ \ 1
/ \ \ \ / / ) / I1 I) - / ° g 1 p - _ _ _ _ / i / ' _ _ _ _ , -`5 \ \ \ \ _ / _ _ _ \ \ \\ \\ \ \\ \ \ I 1 ` \ \ / / , �Sl>IF�VE L�IGIITS - I 1 1 1 I ( - - _ \ \ �/ / r - - - - \ I I I
p - // // / - \ \ \ \ \
\ I r'-- E \ / \\\-
/ , / - ._ ucaesrAGGusr / / \ \ C \ \ \ _ 1 \ \ / / / ' \ \ I
\ / ) III I11 \ 323 _ / // /// --- -- / - \ ��.
,' \ \ `\\ / / /// ,/ I I I / / N5 EFEacE---/// ///, //1 / --- = J - - \ _ `\ `\ \I\ \ //'/ / ' 1`- \1` \\\� .\ �\ \ �/ ` \ I
1 \ \ \ \ / r ' / / /, ) I 1 I / _ _ / / - _ /�\ -_ \ ` 1 1 \ _/ - t5` \ \\\ Y t, / / \ \ \ \ \ \ t\\\ / �_-- ` 1 \ \ �1 1/
I \ / / / I I I I / - _ _ -. S \ \ \ _ _ \ \\ \ _ - \ I /
/ / , \ \ , C�E�OF15U�FVf1 - \ \ \ \ \\ \ \ \ 1 I I tT`o / / / / \ \ \ ( \ \ \ ` ` i / / , / /
I - / - _ - \ T 1 Y S I- OUP / - - - _ ^ \ ` \WlR FEN \ 1 1 \ / / // - \ r J \ I \ \ I, \ \ _ _ - - - _ - \ \ \ \ \ \ \\ \ \ \ / _ / _ - - - _ \ \ I l ) / / /
/ / \ / // /- \\ \ \ ) 11 \ \ / / -, \ \ I / /
I 1 \ - - / / ,'/ / ' I (/ I \ - / / / / /_ _ _ - / / ' - i = �_\_ . \ � k -� \ \ ,- i7% \ \� \ \ 1 \ 11 1 I I / / / / // ' �r \ \ \ \ \ \ \ \ - - - - - - - \ - \ \\ / / - - I ) /l/
/1 I ► / - 5 - ___\\- \ \ Rom\ _ \ \ 1 11 - \ - - -- -- \ \- - ---_-- \ \ \ I 1 //
\ - / I \ / l / 1 __ - \ 281 IAt [3RW� o \ ) ► \ \ i, / , / / \ \ . \ \ \ \ \ \ \ \ \ \ , I I I l l r / I
,' \-- — / // / / / l I ` 1 1 \ \ / / ) / Imo',__ /�5�;580585590' `11\\ \\ \\�T� Pl1`QL\I�`A20�_�__ \\ \\ \ \ 1I11�\ 1I )\ `_-' // j / ' �/^ \_` \---� SO�1FL�FSI%F� _ _ -- \ \ \ \ \\ \\\\\ -'/// - - I I //
1 I $ / I I \ 1 \�\ / C \/� / / - -� = j�� \ \ \ -_- _- J \\ \ I1 ,1 I II I I _ -/ // / / \ \ -- \' \ \\\ \ \ \ - _-- \ I ( r 1'%r
r / / \ r r - /, - , 11 /i / \ \ - I�Z SOCIS - \ \ \ \ \ / / \ \ ` \ I 1 I t 11 1 I I /
p4. / / / / / 1 r r/�i/ __(� \ \ \ - I I 1 I I / - ' ' \ - to S\ ITV YORS 8r RL)41\li�l S > \ \ \ \ / - - _ - 1 r I I l/
\ - / 6 / / / ! \ I \ /// / / - -/ /-, \ \ 1 I I I, / // /// - . / \ \ M - \ - ) < 1 \ \ \ \ \ _ / / \ \ \ 1 \ 1 III / 1\ \\
__ , ` 1 g E \ / 1 I\ / / // , r - \ // / - h \ \ VE)�COA MCfE MAfZCH 20� 1 , I I I I / /� / \ Q \ \ > � \ / / _ _ _ \ \ I )1\ \ �1
3 ( / ) I 1 Z \ / \ / 4JI / Ir / / / i -, J �// - - - - - - - _ \ \ I 1 I / / / \ -1 r - \
N / / / , r / �, 1 L !�- / II I-/ - / J/ - \\ c - - - - \ \ ��,I I/, %Q1/I // 5,///// // 4J \ �,-'\ 1 > \ \ \\ \\\ \_/ / - \\\ \ II 1 11 ///// //l
5°32 _ _ / - r0 \ \ 2 ASS III H\STRE€T- - ?
/ / - / r / /,/ \ \ \ \ \ \ \ \ - \ , // / - \ \ \� �\ \ / / \ \ \ / / III I1//))
/ / / \ l ( / —69 ,/` \ \ � \ \ \ \ S%$� \ \ I I l I y I / / / 'i '/ - \ _ _ \ H,(aF�LOTTESVILL� VA�£290Z \ \ \\ \ \ \ \N \ \ \ / / - \ \ 1 1 (I (I 1 I 11 1 II
-- ,\ \ ( \ 1 l/ (// 1 /' / / / I p \ l 1 / /II-\%/V\ I., _�/_� //� \ \ \s \ \ \ \--------- \ I III 1I l Il l // / /''/ / \-\ \ \ \ `--/ \ \ , \ \ \ -/ / / \ \ \ (1 III /�
-/ _ _ \ \ \ \ I \ / , I \ / \`\\\lam - _ 590 '� \ • `� \ \ \ \ - - - - _ _ - - - ' I'I / 1 / / / /- _ - \ \ \ \ - \ \ \ I I I
\ \ / 1 J\\ \ \ O I / k� I / / / / \ \ \ 1 I \ \ \ - \ \ \ \ \ \ \ \ \ - / // / / \ \ \ \ \ I I I I \ 1 O II111 I I111 /
/ \ \ r,/ / \ \ \ / /\\\ - \ I I / / / // \ ` \ \ \ \ \ \ \ \\\\ \ \ I \ I 1 1
\ _ . \ / \ 1 \ \ l r \ (3) \ \ \ \ / l,l,i �\\ \\ \ _- - \ \ \ \ \ \ \ - \ \ I I I l lI I ) I // / // Q/ r /, / / / \ - \ 1 - - � '\ �SI�RV(EIkCQ14DOCTE b_C�TQBER 2,01� \ \ \ \ \ \ \SST \ - ' ' _ - \ \ \ ` \ 1 \ \ 1 \\ \\\ \\\ 1l I
_�`-- _ / - \\ \\\ \\ \ \\ I 1 ` � \ \\\�\ - /'// I \\ l \ /- \\�\ ` _---_ _ \ I'1 11 11 I I / / �6 // / -�\ - \ \ \\\ _ ---\ \\ \\ \ \\\ �'/' --\ \ \ \ \ \\\1\
\ / \ \ \ \^ \ / //- \ / 1 Q \ \ \ _ \ \ III / 1 I �" // / / / / " \ \ \ \ - \ \ \ \ \ \S \ \ \ \ \ \ \ \ \ \\ \\\ \\
/--- �\ \ 1 \` \\ \ / 1� \ \\ \ - t/I \ / /' - �V r ----__ \ \ �I I I� II II„ / / / -- - \ \ \ \ / -- \ \\ \ \ \\ \\\\\\
/ \ \ c \ \ / / / ( \ - - \ E\V`AZ, �\ \ I I I I I , / / r/ '/ \ \ \ `T T,His S VEY W P-ROVIa QAT12' \ \ \ \ \ \ \ \ \\ \ \ , / / r - \ \ \ I \ \\ \ \ \\\\ \\\ \�\
--- --/ \ \ \ ` \ \ \\ \" \ w \ \ \`--- - �' / �) / \ 4) / _>- \\ (/� \ \ \ III' ICI I 11 / ///// / / / - \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ // \ \\ \\ \\\\\\\\\ \\\\ \\
\ \ \ \ \ \ - _ / !� i ' \ - '\ - \ \ I 1 1 I I 1 / / / / ` / / / \ \ \ \ Orl 6 I� INTERVALS 1 �91\LTO�`JRg HAVE \ \ \ \ \ \ \ \ _ ' - � \ \ \ \\ \\\
/ \ _ _ - \ \ \ \ �I !Q / _ �Q I 1 \ 1 !
/ 1 \ ) )\ \ \ \\ \ •J� /I / EP �� �,� \ \ \ - O \ I I I I I \\ \ / / / CO /' / / i - \ \ - \ ►1�roTR�AT�D - _ \ \ \ \ \ \ \ - - ' \ \ \ \ ` \\\\\\\
\ \) \ \ \ \ \ / INS \ \ I I I 1 1 1 \ \ / / / / . I- \ \ \ r \ \ \ \ \ \ / \ \ \ \ \
\\ \ \ \ 1 \ \ - \ \ 8 - i / / NE \ \ \ 1 1 I I ) 1 / ' / \ \ - \ _ \ \ \\ \ \ \ \ ` \ \ C) / _ \ � 1 \\ \ \\ \ \\11\IIII) \\ \
/ - / \ \ 1 / sdKi \ \ ^\ \ II I I \) 1� �1 t/ / // '/ / (1) - \ -- ---- \ \ \ \ \ \ \ \ ` - \ \ I I // /� 111
\ \ \ ` -\ \ \-\ / / Ai ��/ \ \ \ \ �\ \ I II I I / / - / - - \ - \ \ \ \ \ \
\ \ \ \ \_ - - - / \ \ I II' I , / / // - \ -\ - \ \ \ \ \tr\ \ \ \-- / ► 1 )) )% ) )/ 11
-\ /\ / I / \ l \ \ / / 1 \ I I I \ _
^ - / / / - - 1 \ - - - - �� /one / / \ N,5 RFP\ \ �1-4 1 I I I I I I I 1 I I" / / / / / / e ' / ' �I \ \ \ \ � \ \ \ tip \ \ \ I I I I I I I ) / /, / /, / / /
'> / J' l \ < r / ( \ \ < ( ( 11 � GRA%R� /' / / / \ \ \\EV=5S\\\ ) I I / // / �/ --Y - - \ - \ \\ \\\\ " - / I I I I J ll/ // // ///
I I / / ( I \ \ - %� / / / $ CP \\ / I11 I / / // / .1 -- -\ -_ - \ -- _ \ \ \\ \ \ I / / // II
/ \ , , I I / , I ) 1 \ \ I \ \ �- / / / / 90 \ \ S / WIRE�EN� 1 I I I I I I 1 I / // / / / / " / - - \ \ _ _ - \ - _ \ \ \ \ \ \ \ \ \ _ / , ! I ) / / / / / / 1
/ \/' / ) - \ \ \ ) < \ ___ / - _ _-- \ l / / III �j II I � S - -_- - \\ \ \ \ / / //// /// // ///// /,/
\ I / r % / - ' I \ / // / / IIII IIII' / 1 ' _ \ \ \ \ \ \ \ / / / / / / r ////,/ //,
\ / / ---I 1 /' . -- \ r - - / / / % - _ _--- - \ \ \ \ \ / / / / // // / //
I l r I l ( r _ _ / / / l I I I / / I / / / \ \ \ \ \ 1 / /// / / / // /"'�/.
__ - I \ \ \ I / r / ////
1 / / \ - / r/
/ ( I 1 I I I / �/ ' i- � - \\ ` \ \ / - / - \ I �/ / I ! / / / / _ -\-- -- - - - -_ r\ \ \ ` \ \ ` / /' /
/ \ \ / / I 1 I , I I \ I / - \\ \ �- _ \ / / / / II ' / / / / _ _� _-\- \ \ \ \ \ \ I / / / // /,i /
O. - - - - - / / / / - - _ _ZJhfI b<ER�G2F DIRGLl1�1A, - - \ \ \ �6' \ \ \ i // / % / % �� �/ / �, //�, // /
\ _ / , 1 / / / //// / -- \ \ \ / / r // r-
\ \ , / ) 1 I I I ( / , �_--- -- -- - - - // \k / / / / / / /1 / / __ _ ---14EALESTA7E€OU�D IOiV- \ \ \ \ \ l / ///.// //// //i / \
/ ! I I I l 1 C I \ /o / C20 - \\ \ -_/-- 580_- ° __ _---_ / / i-; /, / I / / . 1 --___ - \\\ \ \\\\\ \\ \ \ /ll // /� ''�, //',�'/ / /\ �/�
�' / / / ' / _ ` = \ ) 1 l I g r /(/� r % _ \ - - - - - - - - 1 21 ' l ° 58(1- - _ - - - - D.B-271Z 325\ \ \ \\ tr \ \\ \ \\ \\ \ III' / '�/// / / / // /i/� )\\\ /,
/ \ I / 570 / \ \ 1 / / / / / / / /
/ / // / / I 1 I 11 C) // / �S/,\ /'__ - \ \ \ - -- - r o / U2'�--- - \ \\ \ \ ' \ \ \ \ , \\ I\ I II II I I ///(' j�// //r, ,// I)\/ ' /'\
I / / /- _ D.t684 PCB 2�5 \ \ o \ \ \ \ I 1 1 1 / / / / / 1 /l / \
,-�_/' // (./ I Il // // / I I 1 I 1 / / ' _ - _ ----- - �- �- ----____ - II / / / / /I / l // _//
/ ) Jr / ) I / // ///// / �_- \ _ _ _ \( / 77` -- ___ -- \\ \\\ \\ �S\\\\\\\\ \\\\ \\\ \I \\ \ ) 111 II IIII I I II11 ,/Jj // // //// 1/-- I -.-
/ / \ r) l/ r l l / //// / / / // / // - --- - - - - /- _ - \ \ \ \ \ ` \ \ \ \ 1 I I 1 I II 11 I 1 I r\ / / (1/l �. --/ r
/ / - - -__ - ___- - --__ ` \ \ \ \ \ \ \ \ \ I I 1 1 III III 1111,1111 / I / ►/ /-r �'-/
/ / ) l I / / / / / / / // \�) 57 � - - r _ - 1 \ ` \ \ \ \ \ \ \ \ I I I I - /
0 5" Q� -- ,- / \ ( \ I 1 I I I 1 I 11 I I I / / �/ I > � - - /
-\ / / . 1 / / ` .� — E - - - - - / .585 - , , ` ) \ \ \ \ ` \ ` \ ` ) I \ ) I 1 1 I I I III I I 1 I I I I I / / / / _ _ -
/ / / / r 9.96 \ \ �` III / /--
/' G' ) , / / , / , /// //� 7// / / ' // / \ \\ 57 �,E)g / 575, \ - / / / / 580 ---_ �\ /\ \ \ cA \ \ \ \ 1 I I I I I I I 11 IIII 1 11111111 ( 11 ( 1 1 I ^ / f.
\ / , , , / / / / / / /, l! 17 r / / ' \ \ \ \ - 25•X25• \ , , - -- -!,- J - ` /) / - - - _ - \ \ \ o \ \ \ \ 1 \ \ i , I ► ► ►I \ \ \ \ \ )\ , , � _ - - -
\ ) ( / / / / I / / / / / / / / / \ \ \ -, \ ` STORM INLET \ \ ) - - _ _ - _ - / / I /, , \ \ _ _
\ \ \ \ \ 1 I I I I I 1 I I I I► I 1 \ � )/
/ - _ / / / / - \ \ / \ \ l - /
/ / / _ \ 0 TOPELEV=5, " � ( / /' �_ _ - - - / / / ) W / . - \ \ \ \ \ \ 1 I 1 / / 1 I I ( I 111► I 1 1 1 ( _
/ \ / l / l r r / / / / / / { / / - - - ` wv OUT=569 f6' f "RC 580 - - - ' / / \ \ \ \ \ \ ` 1 / I I I I \ 1 ) 1 ) I 1 \ / /o - _ 1 /
I l / // 1 / _ _ - 1 1 I / 1 I \ 1\ 1 I I 1 k /
/ � \ I / / / / / / / / 1�17,b °J(,(%�34 "lN '/ l / / \ � \ - ) o \ r �' `�l ` Z \� I I �- - - - --_ __ _ \\ / l I a� l - - - \ \ \ \ I 1 - _ ` _ _ _
1 / / / / // / / / / - I I 1 ASPHAL7PARKl In I I I _ "\ / / / 1 I / \ 1 I I / l 1 I I 11 I / r
r I \ / / / / / , / \ - ,�D / T- \ \ I / I I I I ) \ 11 /'/ /
/ / / / 28� �/ / J — \ 1 /waue^ l° LL reEPs (HOLLYAADEFIR \\ / ^ \ \ \ ) — \ \ J \ 1 I I I I / / I I 1 I
B'tl�H B(2/CK.I MHD ESCUE / 1 ) J I i` / / / i \ \ / / / ) / III I I I \ \ ` 1 I , I / / \ _
W �/ \ \ 1 ( 1 // I I \ I I 1
I I / I\ I / / / / / /r / / / I I -- - E a� ///_ --- - , J / \ \ \ 1 ► I / / / / / ) / I II 11 III(/ //l f // /-- \ /
TOP ELEV=5,3. \\\ / �- \ \ ) I / I ) _
\ 1 I I ) / / / / / J / , `\ \ 1� C I/�� 1 / ` /r / / / w / \ \ \ 1 I 1 1 I l l / / / l 1 / I 1 I) I //`\ / / / ' / > /
\ / / / / / / / / / / / r \ - - - - ''� \ \ I SWM I III // INV CENTS =56109 / ` _ 1 / ,M.--I ` i1 _- a _ •-80'../ 1 \ ) / \ I 1 I I ) I l l l l / / / / / / I I I I I I \ ` \ \ / / - \ \ \ _ J/
\ I / I / / / / / / .�' \ 0 \ FULL�F TER \ ) 1 ) _ N ) / I / / ' ' / I 1 / / / _
l / / / / / / / / / _` -_ \ INV�UT >B'RCP \ I f.. LITY/Bh1� I / �` \ - I /
( I l I I I / / // 1 I I T \ \ N 1 1I I I \ / I / / / / / / / / I I \ I I // /
I / / / / // I I /� /
yy \ \ V, ELEV.= 523 ) 1 \\\\ / / ) I \\ / / /
/ / / / ` O I / \ TOP ELEV SssB ❑ \ , / , / / 1 I ( l l / / ' ' / i / / / _/ I I 1 111 \ \ / / / _ - \ \ \
-I I I I I I / / / /, /V,�990J 111,W -r ,/ I 1 \ Tl�l 32'6R - - % 11 I - l ( J / \ / / / / / I 1 / / / , / / / / , I / / / / - \ / I � \ 1 I I / / - \ , / .
1 INV. IN 18" P I I III 1 / / J \ / r / / / / / / / '/ / c , IIII 1 I
/ \ > \ / 1 1 1 I \ / / I 1
\( I 1 / 1 III / /,// //// l 11 0.30 ( ► //' __�-\ \ l ELEV_ 111 I - I 1 1 / / / / ,/ // /I/ ( II II\ ) \ ) / // / \\\\\-'//
1 1 1 \/I // - \ \
/ / / \ / - -\ \ / / / I 1 I / I I / I / / l / / /
o , / / / / r ) \ \ \ l / /
l I I 1 I , / // / I ) \ I iIJ S1 YOF � `. �`.�)/, I I \ S22 5056'W 172.81 / / / / / / / / /_ -, I I 1 \ \ / / r - -, /
/ _ 1 r /, / r / \ \ 1 \ fq - �\\\ o /I , - I 1 \ l / / / / / / I/ / // / / ' / / I I \ \ \ \\ yl J / / / -, \
I j - - - - _ / ( I I ! f \ \ \ \ ) / _ #32-1-8 I ) I l / / r , /� / ,/ / I � / / I 1 I j ` \ \ / /' - -\ \ \ /
/ - I 1 I \ \ REAL E _ E FOU P, I lON \ \01 ' I / UN/V TY/OF /N/qI I \ \ ^ / / / I \ / / / / / / / / / / l / / / / / / , / / / \ \ \
II \ 1 1 I \) / (l \ \ \ \ \ \ D.�.272`PG. III - '1 I f1II I, \ / ) \ ' / // / //// r / % / // �/ / ' r/,'/'/ /// rIII \; \1I / / ///// \
�> \ \ \ \ \ / \\ \ / / / / /
/ \ 1 \ o I \ / / / / / / / / / / / 1 I I L / - \ /
j11 1 l I)\l \ \ \\ \\\\\ ) = o 'D.6.1 \G,2�,5') \III ° I 1 I ---A - l - / / / / / / // / / / // i /, ., / J/
t J I REAL 7`E FO ATl \ / / / / / _ J ► I I I / / / / \ \ \\
I 1 I I I I \ � \ I QI� \ / / / / / ®/ / r / / I / / / \ /
/ I I I I I \ \ \ \ \(V`7% 5 02'`Vl% \ \ \ o . I ( ` _ _ -1 \ // �� - / I /l cfl P.LE..1 12 PG. 3 5 \ 1 \ \ \ \ ' /' / 4J / / / / / / r / / '// / / / �r /i s / / / // / / / / // / / / / / - \ \ \. /
�j - \ \ / / / / / / / / / /
/ I / I \ o % _) ✓ / 11 Z I s„�,a�, / j I I ` \ \ \ \ / / / / / / / / / / / I / / / /' // ,- / / / i /
1 1 \ \ I I I \ \ \ \ \ 4.53 \ \ - \\ \ f J _--- / / / / \ /
\ \ I ) I \ \ \ \ \ \ \ \ \ \ \ �\\ - - /// ( • I I / D. 8o2 PG. 2 III 1 I 1 �U - \ / / / / r / \ / / /
/ \ \ / I � I \ \ \ \ — — —\\\\\ /- _ \\ --- D. . 4P . 5 I \-rr>-- _ - \ / / / // / / /'/ ///ram I /// // / // r // /l / ,-/ / - k\ _/
\ \ \ \ y \ �_ _ _ ) \\\ l III \/� \ / / / / / / / // / / // /// / / / / // // // // �- \ \\\ /
1ft \ ( I I I 1 \ \ \ \ \� ` " _�= � - - -i= � I I _ - _ _ - - _ / - I I I - \ \ \ \ / / / / , / / / / / / /i // / f / / / ' / / / /j / l l I / / / / / ' / i' i / / -/ - - \ \\\ - I
- �� --�_ \ / 1 \ - \ / / / / // / / / / / // /
\ 1 - _ - - \ / / // / 1 / / / / / / / / / l
I I I I \ \ \ - �\ -- C23 1 \ -- , -� \ / / / -/i / //I �/ // // / / // / // / \\\
1 \ \ / �\ \ 1\ \ \ \\�__ = 1�_G - r I ( ( _ -- _- \___ - \ \\_\\\ /- \ V, \ \ / / // // / /// //r/ / / / // / // / ' '' -- \ \
1 - 1 \ / / / 1 ///// \\
III 1 \\\ \) 1\ I - \ � (\ \ 1 _ _;'�-� /° - \\_/ \ /\ I - \ / / / i / / / / 1 / ,- // / // / \\ \
\ - \ \ / / / / / / / / / / ' '' ' / '// - \ \ \
/ �-\ \ -/� \ \ / / / I J / 1 ( / / // / / - \
/S225055W - \ \ / / 1 // /ram �rl // / , / / // // / \\
I \ >.\:5- - \ aaoE r 1 / ( �/ 429.96 - 11� / / / / -F r \ \ / / I / / / / - - \ \
I _) � / r / / \ I \ / ( / ( INNOVAT ON DRIVE \ \ 78.07 .- i -- ' - \ , \ \ / ' / / / / / /� �' = �/ / / / \ \ \ \ \ \ I ( , / / / // / / // / / - \ \ \
l_- � �-- - r / / / - \ \ / 100'PUB lC R/OHTOFWAY \ J �:13) / / o " - - / / , / � ` l ( / J// / / ( \ \ \ \\ \ \ ( / / I r '/ / ' // ' ' / / ' / \ \ \ \ \\
1 __= -- - / - / \ _ I 1 \ a / \ \ \ 1\ 1 / / /
�,\__-__-___ / I \ \ J / / / / / I / / // ,_ / \ ) /I_ S181203W _/ \ // -� / / / / -
_____ / I -\ )/ / / / / - l - _ _ _ - 1 1 I / / /// / / / \ \
_-� I I, f `/ ` --, / / / / , // ///' / /'/ /'/ // -->' `C ./ - l � 1 \- `-_- - 571��3�// \ I /�\ l \_-� ) - /"' J/ l I // /I / / , r \ \-- _\\\ \ 1 I 1 //) 11/ 1 �\ (/ ,/// ,- - , //%/ // - \\\\\
/ // / / ' .- - \ (<- / / / \ I \ ( ' / �- \ r�i _ �---- _ _'mil\ \ \ \ -- I I \ \ \ ( /I /' '' ''' / ''' \ \
I / _ - l / / ' / r ' \ _ \ \ \ I ) / /( - T_ _ �_ \- / ) f _ - - ` \ S22°50'55"W 429.96' \ ) \ \ - __ \- - - \ \ / I I ° l \ \ \ I I / 11 (' / l / / , / / - - - - - \
/ =700. 0' _-'/ /' ' - �__\1 __-_ - `_--- _ _ �-� - - _ _�(,� \--/ -- _-- - `\ ` `\ \- (-.7 1 / ) 1 \ \ \ \ 1 11 /,I► //I I I I ) I I / / ///r '/ -\ \\_-
' --_ �- \ \ _ _ _ _ i� - ° 1 1 \ \ \ JI \ 1 \ I \ \ \ \ 1 I I l /llll 11 I 1 Ir I 1/ / / /!/ //// / - _ \
=800.00 - - 1 LSD -_-= = ==- ===_ ==_= ---- �/ \ \ \ -
L=285. 81; \ _ - > _- / �� 1� < 1 > <l / (I ( I/( -)5q \ = = = = — Z- _ _ _ _ S = °50'S5"W _ _ R=1550. 00' S 18 12 03' W _ / \ \ \ \ \ \ - - _ _ / I 1 \ \ \ \ \ \ / / // I I I ` I \ / / / / / / ' / / - - \ -
_ _ -'� _ `\ - \ - _ 429`- ----- 78.07 - / I / l/ l I
325.85 _--- _ — - ----- - i _ \ \ \ \ 1 1 / 11 I I I I I I / 1 /
T=�44.93' '-- - - - / \ \ \ \ \ I \�V 74. - %-_ _ \ --_ - - - L=125.73' \\ \ \�/ ( t \ ` \ \ \ \ I I // 1 / / - \I ! -
/ ( \ ` \ \\\\\1 / %-// `� \ - - --, - - - - -\ \ \ \ I l I I /I /lI II r /---
11/ 11 1 I / 1 I
=165.21- \ - 4=23°239"_- - _ _ _= = \ \ \ \ \ \ \ \ \ \\ 1��'7�„\ \\ l ( \ - \ �' _ \ \ ` o _ \ \ - \ \ , I % I I / \ / I I , l - -
- - \ \ I I I I / l l
32013- --\ \ \ \ \ \ \ \ I \\ - ---- \ / / \ I I , 11 /Il / \\ - / / / , I I / / //---
05`O_� _-- 11 \ \ \ \ \ 1 \ \\ \ \� ZIOW\� \\\ \ \\\\\- \ \ I \\ \�--_ � \\ � - - _ \-,--N 4=43852 \ \\ \ - \ I / / II/// I !` / _ / / ' 1 / --_
_��/'_2$_3 \ \\ \ \\ \ \� \\ )C�� ` `\\\ \�\ \ \\\\\ \ \ \ \\\\ - \ - _ _ r \-- /� _ o \ -_ /-I(- \ \ \ \ \ \ \ 1 I \( l/ 11/)�/ ) I ,' \-' ) / / I I I I , r ---
_ -_ -_ �''�' _ _ - - \ \ \ , 1 ) ► \ \ \ \ \ \ \ \ \ \ \� \``� \ \ \ \ \\\\ \\ \ (\ \\\ ` \ - - _ _ _ _ _ _ _` -- _\ _ � \ � - - CB=S20 3129 W ` - - - _ / r � �l \ \ \ \ - _ /< �) 1 I l / l / Ill / l 1 1 / I / - / / / I I / - - _
=8 _ \ \ \ \ \ \ \ \ \ -\ _ \ _ - - \ - - _ _
/ r /-/-/ I )/k\`\\\\\\\\\\\\\\\-\�\`\\\\\\\�)�1\\\1\I\(�\1��-\~`\\11,II\-C=125.70' \-ice,01. \ \\\\\`\ / /l 1/ // r(///// ))� 111 I /
/ / / , / \ \ \ \\ , \ \ I /I I 1 , 1 , 1\I \ -� ) ' _' - ` \ \ _ r ' / , ,/i 11 !/ l (, ,--- � ) I I I I I I / /
/ / / \ l / I / / \ / / // ��\I` (\\ \(\\ ` \ \1-\ )\\`\---�~ - -----� \\\ \\\\-<\\_-- > ---'\\ \\ \ \ �- / ' / / / / \ ' I1 II \ I -
/ / / / / ) \ \r \ \ - - ` - - - / / /
/ // / // / / / / / r / / \IIl , > \ \\ \\ -\�\\ \ I \\ ----- \\\\\ \ \- \__\ _ \1 _ -\ / / // ///)/// I/// / _--- \ 11, / I I /
/ / ( / \ / / / I , \ / \ \ ` ( ` I I \ \ \ , \ /---- \\\ \ \ \ \\\\---` \ _ �/, \ \ \ \ \ \ \ i , , , , / , / / - , , I 1 ( /--
� _' / / / / / ^( /) f � l � )� I� // mil , - '/� j // / � / ( ) , / ( I I I 1 ) I I \ \ / \\ I \ \ \ \ \ ` I -�\ �% \ I/ \ \ \ \ \ \\ \ \ - \ - - - \ - r %� f _ \ \ \ \ )_ ` ` l ( \ ) I I /// J / l/' I I j I j/I) 1 /// / / � _ _ = \\ \ \( I ) ( I I I I I \ 1 \ I / / -
\ 1 \ /' \ \\ \ / - \ \ \
/ /,- / // // / 1 / I ) I II 1 \ / \\\ \\ \ \ \ - � , -r \ \ \ \ / \ \ l / l / \ - / `\ \ ( ''-
/ / / / / / / / / / / , / I / I 1 \ _� \ \ \ \ \ \ \ \ \ / \ / / 1
/ / / / / / ' / ,- / / / / / I / / / / ) III \ \ \ \ \ \ - \ \ \ \ \ \ \ I \ \ \ ( l f / 1 I
' / / 1 / / / / / / /, / // // / / / /// / / / / / / I I/ I\1 \ \`\ \ I \ \ - \ - _ - \\ \ \ \ \ \ //"S: \ \ - J /\ '� \ 1 \ \ / 1 I I I I\ I I \ 1 \ I I / / 1 I / /' / _ - - _ I 1 I \ \I 1 \ )1 I / / \
/ 1 / I / / \ \ \\ \ \ 1 \/ , 1 I /
/ / 1 / / / / / / n/ / \ \\ \ \ - r- _ \\\ \I, 11 /( \ - \� \ / I Il \1 1 \ `1) I 1 \ // ���\_/ 1 1 \ \ I
/ / / / \ \ \ \ \ \ \� \ 1 \ \ 11
/ / / - - - I / l / / r / / / � _ / / - / l ) \ I I > \ - - - \ \ \ ` - - _ ` \ ) 1 1 ) I V _ _ - - - ) /
/ \ / _ / / \ II 1�\ \ , `\� - \\\\ \\ \ II( \ - - I i / \ \ \ \ \ ) \ I I f \\\\ ► I\ \ \ / / // I ( 1 1 1 ( I /
/ / //// /////,///> / 1 / )/ / // I \\ -, ^ / 1 \---__ \\ \\ \\ I ( // I /
/ / / / / / / , // // \ \ \ I I \ ( / / \ \ - \ , \ \ \\ \\ \ \ - _ _ _ JI \ \ (- / \ \ 1 \ / ( 1 \ \ / / / - - _ - - _ / _ I I I I I , �
/ / / / / �/ / // I / / / / \ \ I l / \ \\ \\ \ \
/ / l / /Ill/I/ ,////,///////// I I// /� /// /) IIII)\ \ \ t(- III \( -J \ -�- \��\\\�-\�-� _- -\\=\_-I )^\l( ) \\ I /l ) ) \ \ \\1\``\11\\\\\\\\�\�/r,'/'/-L `��/ -\ / I I) %
i \ _ \ - ,\ _ \ \ ) 1 / \ \ \ \ \ \ I I \ ,\ \ \ c \ - -
/ / / / / / / I//,/( /(/// // / / ( / I (, / r �/l / I\`I\ \ \ )�� \ `I�\\, I(r - — --/ (�\\\\\\ \\\ - \ -- _I' \`) ) ) ) \ \ )\\\_-''' '/ L'�1 /
1 / / l l ) I/ I (l l / \ I I /(/ I I \\ \ 1// \ I 1 1 \ / --- ��\-\\\\\\�11\ -\\ \--_ _ -_/ ) I I I I -) 1 I ! \ \ \ \ \\\\\ \\ �\ \ / / '//(j/„~\ -
// r / / I ( ) / / I I I I ) \\ \\C \ \ \ I 1 ( \ % / (\ \ \\ \ \`e / \ \ \\\ \ �/ r \ \ \\\ \� �\ \ I / / 1 e 1 / - = / I \ \ \\ \\\\ )\\ \n \ / / /(O'
\ � -\\ I --\ - _ r I \ / o
/ I / / / I I I 1 I 1 I I I `-\ \ \\ \\ \ \\ I \ I ( )\ \ \ \\ \\, )) ;` \ I \ \ \ \ \ \ \\ / --\\ \ \ 1<, \ \ \ - \ / -/ - - a \ \ \ / / - -
\ I / I I \\ \\ \ \ \ - \ ) \ \ \ /.- I \ I I \ \ \ \\\ I I / / \\ \\ /� \ \\ -_\ - \ 1 \) // / / / / < ( I \ \ \ \. \ \\ \ \ - /r
l / 1 I \ \ \ I - \ \ // \\ \\) I / \ / r I / _\\ \ \ \ \ ) '' / 1 ( l \ ` \ \-�--_ \ \ I \ \\\\ \ \\�-__-/ / I /
I 1 ( 11 I I \ \ \ \ \ \ \ \ \ \ \ \ \ � -\\ \ \ \ \ \ \ �� \ I I I ( ) I I I \ \ 1 I / / ) / / � \ > \ \ \ / \ \ l / - _ _"I \ 1- - -
/ , / / I I I/ I 1 I \ \ 1 \^\ \\ \ \ - � \ \\ _ \ - _ -\ 1 1 p/' \ ) I I I I / / \ ► 1 I I 1 I I / r 1 I \ \ \\ / � / - \ /
\ I I I I I I \ \ I \ \ \ \ \ \ \1 ` \ - )I(I, \- \ ` / / /
r I ` / ` - o / i / / i / /- i :lam/ / /
/ / \ 1 1 I t \ I / It 1 I - -, \ `I \ \ \ \ \ � \ - ) \- , \ � \ �l \ \ \ - \ \ ) )/� 1 1 1 / / ) / \ \ \ \ 1\ 1 I I 1 / .� 1 1 I \ \ \ \
1 ----\ � I
NPR g3
Lie. No. 3I371 �
12-1-1-1"
Ilk 1ONAL f
M E
0
N OV
N
c
>E
W °) E
-�
~ U N �
Q w � �
o
LW O 1`o ,I --I
a J U co
W J - u]
a .w o N
z r � V
�ONQ
0 Q c �
= U j L9
r- a
C �
Cr
O N
I- M
a �
CO J
VD �
U')
D
O
(D
D
O
I-
0
W
>
U
a
z
O
D
O
Z
�I�
z Z Z
O
00 a
w 00
C� C�
z
O
W
W W
rn rn
� ��
Q " �
0 N
"
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
J. HASH
1 sCA80,
J
Q
I-1
a-
Vl
0
�W
W
<^
CL
0
U
z
W
ll--q
1--I
0
a z
> 0
� U
5 V
0 z
U
W I --I
J
IY / f1
Q 1--4
w X
-1 w
Q J
J
0L
�..�..�
Lw
L
SCALE 1 "=80'
0 80, 160'
JOB NO.
' �w"�o
SHEET NO
C2.0
y540
—
/ / / / / // / - - \ \\ \ \ \ ' 6EAl%El3L/ FOAM
GOLD�LF,AF1L4#6Tg1LUS WOi3/ � / G�� /// / h � __---------\------___- \�\ \ \\\�_-N\ \ 5,35
/WEN El/L////,ice / / z / /— -- -- —— — — — —
\ \ \\ I \\
90A
17
CO
-555
/ 3;439 --_ �'�- _---- '�__ \ \ \ WETLANDS -
, / / / , / 5� / / / / / /
V/ -50'STREAIbtBf1FFE?\
'\�'— �__ / \ \ \ \ \ \ \ \\ \ \ \\\�cS �� ��� �— \� \ \ `�`JL / / ' /' f
y _ v / / / / /
/11
y y /
/y y S i \ !- \ �\ \ \ \ \ \ / / / / ' / \� i
IV
EX1S'FING'GVETCAI�IC'1S. / // y / y y •/ \ \ \ \ \ \ \ \ \ \ I .v / / , / /
lo
' ' —' /' / / / / / / / / /' /' ' A✓ —' / — T_MP#32_18 —
/ f / E71ANdS UA/Ii>E}7SlTY OF VIRGINIA
ry -
� ' � � / / � ' � �� y 5 / � - - ' _ - ' REAL ES FA�EFaC/NDA'TIOI�L
/// //� y y---_-----' ------ \ \\ --- \ \ �XIST\IN�WBTLA`NDS / / 0 Q. 2712 PG. 325 \ \ \ \ \ \ -
/ WIRE,FENCL� / , / , / / - _ _ D. B. 2635 PG. 454 \ \ \ _ \ \ \ \ \ Nj \
, / / \ \ \ \ I PA`CTS� TO BE�EI�MIT\fED\ \ 1 \ \ \ \ •� - / / / , / � / '
- _� / // \ \ \ \ / \ \\ \ \ \ \ `BYI�VAFO ND\ATI N. \ \ \ \ � / / / / /
10..588ACRES MD.USTET\�\
tV z
/ // // /, / // // // // / A �y�i _____— — — —_J� /' ^ \ \\ \\----- \\ \ 1 11 1 1 \ --- ----- — \ ��cS \ \ \ \\ \ \\ \ \\ \ \\ \\ \ I I \\✓ L \bc ,J\
570
IV
IV
\\\\lR�\FEN E
- / / �' '//i ��' �'- ---__- � � __-_-_' �_-_ ��_ 111111 III I \\ \ \\ \ \ \\ \\ \\ `\\ _---\\ \ \\\\\ \ \\ 1 11 I ► I I I I � � � � I -/ ,/ / /// /' // �I�,/ / //
l _
590
Ic
- - - - - - - - - - - - - - - - - \ \ \ \ \ 1 I 1 1 ' / / /' / /' / ' /
� ---__ /' - o/ /, \ \ \ �sd, /
WETLANDS , l / / / / / / , ► - -
,' ------- - - - - -- \ \ , ► ► , , , , , / I I I / , I w ,- / // ,' , / , / / -� //
/ 56 / 20' A6SA EA,- '
, �BY OTHER£- SEE PLAN
tv
SET/VVP0201800091 \ -
INV ..,OUT'F5 RC)\
EL�IV-5797\7'
—
/ D
/ ��b0 // , /I // / // // //\\ �— � _'��__----\\/ \ \ S0• \ \ \ I I I I I I � I 1 1 I 1 1 \ \ 1 1 I / // /' / / / >h� / / ' I
ANE �'�'-- - \ � \\ \ \ \ -h�� \ \\ \----___ ___--\ 1 \ \ I I I I I III I 1 1 I 1 \ \ \ y
EI- \ \ \ \ \ \ \ \ \ 1 \ I I I I I I I I I I 1 \ \ 1 , /
'Some`P N / \ \ \\\ \ \ \ \ \ 1 I I 1 I I I 1 I 1 \ I \ \y / / SANITARY SEWER DESIGN'
\ \ I I 1 \ BY OTHERS. SEE PLANS
TITLED UVA RESEARCH
PARK SEWER EXTENSION
---
'�/// \ \\ INK IN15
— R pp,D ELEV. �80.80 \ \ \ \ / \ I X7� I I I I I I I I I ► I I I I I I / / / / / / / / / / / / / / / ,`Q / / \
VEL
-590— \ / \ \ `ps \ \ / / I I I I I I I kI I I I I I / / / / / / / > ^ \
WIRE FENCE I I I/ I I I I I / / / / / / D
/
586- - _
584
---582 - _____-----_------- ------- J/ / //) / // I/ ,' , /I/ / // I //' // // //' / / , / / / // /�z I----
\-580 _--- ---- __------- / / ' l I l l ' // l 1 I I 566�� /' / // 57
\ - .578 ----- ------ / / / / l l I / ' / / I I \ 568� , /N46°50' Ir705,
54 S)6, _---- - - - - --
\ \ \ -- --- ------ - -576- __ -- , - / / / / / 574 /
580
- _ _--------- - - - - -- -- ��`�- / C21/ / / /
- j, I /-' / `-_`/ _N18°12'02"E 125.00 _ ---
\ \ SAN _ - — — — _ _ _ 1 - • / / _ _ / - / /
_ �_ 1 / s ,
\ ` \ \ \ \ - _ _ SAN-- - - - - - 1 r ' -' T•` / , ° i N 8°12' '
AN _ _---- - iL �- •1—I 1 --T 2 / / 127f'
- -- w - _-- - - SAN S — — / / SAN /---
_ /
--W-- - -- --- ---- SANS— S�AN�-0� /
W ROAD IMPROVEMENT BY S N SAN //
•. \• •a - -- � _ _ _ _ - - - - — _ \ �- OTHERS. SEE DRAWINGS I I I /I /-
.\a _ - --- — _
- - - - -- — — — — _ TITLED "UVA RESEARCH \ \ W / ; — w W, _ \ ,� \ •W �' _ W / _ —/ — /— ' ,
._---a- -- --- / — — — _ — PARK LOOP ROAD„ — /
- - - - - - - - - / _ ---____-- - —Fi - ---- =.-, a \ \ \\ _ - 70,.- \ \< /: a / , ti •/� / // / / / _,
A A\ \ 574 �- - - - ° ------ ---- _uFo— ---� a �\ \--_ - \\ \' / , 1� l l
\ _ _ _
\\ \\ 568 570 572 _ /,19 ---= / �o - - - _ _ !� _F \� \\C22\�_ _ --N18°12'02"E- 125.00'/'� L - l l -r * - -585� -
/ / /, /
\ �\ _ _ 20' ACSA EASEMENT / / // / / 576 578 / // / l
-575- J ' �574 - _ - / 580 Z -----
576 (BY OTHERS -SEE PLAN
.-'578_ SET WP0201800091)
STORM INLET WIG z---
/
TOP ELEV.=572.56'
FUTURE PROPOSED SAN.
`r., INV. OUT=569.16' 18"RCP \ \ LATERAL FOR FIRE I I / I / I^ 580
Lo
I STATION.
\\ \ \ I ASPHALTPA4KING I I I I ------------------\\ \ \ /
� \ 11 (HOLLYMEAL�EFIRE
/// AND RE CUE) \
\ I l / STEEP SLOPES
8' K[Gl-1 BRICK / �
\ \ \,- -_/ // MHD (MANAGED) I /- -__--_ \\
j WALL 8 lNIDE/
E�� �' \ , / , - I I I // TOP ELEV.=573.19-_�___-____ / / / / I \
' - ' INV. CENTER=567.09' / I / , ` \ \ \ \ / Sg0 _
/ - \ / _ _ _ \\ I STEEP SLOPES \ \ _- / , , SCALE 1 -30
SWM I III I /// _FULL OF WATER / \ \ / _ \ / / (MANAGED)
6 \ \ \ \\ \\ I I FACILITYIBMPI I I i 0 / o I \\ / --_ I I / / \-���--____ _ / / /' 0 30' 60'
INV. bVT 18"f�C�P
\ ELEV.=5.65.23' \ \ \ I I I I I I I
\ ) 54 CONC. RISERTnD
/ ❑ \ \ I I I I I I I I I 1 I 1 \ \ , / /
rYH o�
Lie. No, 31371
12-1-1-I�f
�S' ONAL �
M E
O O
� v
N �
N �
Q O
>E
Lu E
~ ui
U 3
Q �! 3
w
w o
0 L �\
w O
Lu L M
Qa J U 00
w J — u1
H
d > O N
C7W N-Z
z� °1It
O
3x
< oJc
u_
oa =�
c
U j
Ln
rn
O N
(3) M
c-
oo J
�I
Lu Lu
z
d 0 C)
p O O
z
U U
O
U) a a
Q Q
w> Lu Lu
� �
am O)
UJ
O � N
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE 130'
JOB NO.
43266
SHEET NO.
C2.1
�a
00
-0Q�
0(D
CU)
z
0)o
f2
og
T �
m o
E_
(D
U)
m m
a o
Z N
o�
2 Q
g x
a�
o w
0
Qw
Y
fn �
=;N
X
m 0
U U
2
�N
m 0
N o
�o
Uc
m
m
�U
0
w 0
C.
m U
a 2
c N
m 0
0 0
C U
m
n o
(�
L
_ _ LEGEND
El
VEGETATION
/0' REMOVAL
\\'6EAl%El3L/ */, / -� ,yA
\ \ \535.\ >
\ \ \\
----------__ \\\ \ \ \\ \ I \ d GRAVEL
-----�X� --- -- --- ---\ \ \ \\ \ `� \`\ \ ~\ \ \\ I\ L _ \ \ .ii�l!/ {\ / / /
\ \ \ \ \ \ \ f'( ! / , / REMOVAL
—555
LIMITS OF
-N,
\ \ \ \ \ \ \ \ `\ `\ WETLANDS — \ \ \ / / / / / / , / , DISTURBANCE
' / / / l /
X�� / //� �/ — — — -50'STREAIbtBf1�FFE?\
00
560
/ / / /
'v �7 z y 4
/ WREffENOE �'
/ — — , \ \ 665, \ \ WIRE FENCE
/
/' /' / ' // / ///-//\----'// - ---_= \ \\ TO REMAIN 00!!O�
665
IV
Vv
Ix
/ / / / / yL' �—--''---r------__WIREFENCL�
REMOVE
ll-zll
y/ /'' -- -----' ------ \\ 1 — WIRE FENCE\\\ J // / D
WETLANDDISTURBANCE TO BE. 5 _ - / \\ \ I ` \ \ \ \ ` \ PERMITTED BY UVA I .v .v .� \ //////,/b(0 TOTAL LIMITS OF``i _ _ FOUNDATION /
DISTURBANCE = 8.11 ACRES - - - a
/001
\iNIR� ENE
-580
I
N.
, \ REMOVE
// / j_- - —�_ __-_ - / / / /�b / \ \ \ VEGETATION AS
\ / / / //� �� �__—-- ----- I I
/ h/ h// \ \ \
NECESSARY 1 I I I I I I I /
—
---————— — — — — ——
_
9
5
— —— \ \ \\ \\ I I /' D
/ / /� l r I \ �\ 1\ \l \ \I \ \ \ ` — —_ _ — —_' /— _ _ _ 590/ / \ \ \ tlp \ \ \
/ \ \ O
—
— \ ` ` \ ` _ — — — ` I I I / I / I I I�VEITLIAIYJDS-
/ REMOVE I
\\
\ VEGETATION AS
y
NECESSARY
W
PEMOVL� \ / \ \ \ I I I I 'I ► I I I I I / , / / /
INt .,OUT'f 'RC�\ WETLAND
REMOVE - - \ \ \ \ ELtV,=57,0. / � - \ \ \ _ _ - - - - - \ \ \ I I I 1 I b I I I I I DISTURBANCE TO BE
GRAVEL ROAD \ \ \ \ \ \ \ \ J' / �� _ - - \ \ \ I I I I �O I I I I I / PERMITTED BY UVA-
I /
\— FOUNDATIONREM
WIRE FENOCE I 1 I I 1 11 1 1 1\ \ \ , / �4j/ / / / VE
z I — 570 J
IN,
\ \ \ 1 I 1 I I 1 1 I 1 \ 1 1 v//,/
AN �— \ \ \ \ \ \ REMOVE \ \\ \ \\ I I II 1 II 111► I I I I 11 \ 1 1\ \\ y / ' / ' / — — — — l \ —
/ RCP PIPE—
/lyyI-- — — — —--
_''/ /'/ /' {• / — I' ,/ I \\ \ \^\\ \\ \ I i I I I I I i I, I I I 1 11 \ \ \I �, �, I , // ,/ ,/ ,/ ,/ // / //'
REMOVE„ x�L`� 1 I I I I I 1 I \ I 1—
/ � \ I I I I I I I I � I I I 1 l I I I y�
' I / lNb� IN 95 RCP
/ i \ _ / EL EV. �80.80' \ \ \ 1 Xl� rill I/ /' /—590—, 8\ l I I I I I kIIII ' / / / / / / >WIREFEM�E I I I I/ I I I I I 1 I I I , / / / / / / / / / / ' ' / z -
-
REMOVE \ / l /' / /' /' I I I / I II I I I I I 1 ' / ' / / I I I I f'
\ I
\ , / VEGETATION AS REMOVE \ / ' ' ' I I + I I I I I I I I I I I ' / / ' / / / ' ' I I I / / /' /
_ GRAVEL ROAD / I I I I I I I I I I / / / / / I / A —
NECESSARY
REMOVE I I I I I
RIPRAP
\ \ \ - - - -,_ REMOVE � I / / ,' , / / / / � / / //
\ - --_ _ -- - --
\ - - - PORTION OF PIPE -585— / � / / --
\ /I' AND ENDSECTION
-- ---- - - - - --
__
7�/ / /
NONE— 1
580
\ \ \ \SAN\ \ \\ \_--\` —ate—„---�—--,—♦_— ,.. — —-4 j`— --�— 1� —`--- — ;_ / I I -----
SAN _ _ — — 1 - s _ - _ , , i , • / / / -
SAN-
\ \ \ W v\� — SAN -- - \ \ �- I— —+ — = _ _ / I __-_--
\ — - -- w — _ w _--------- SAN SANS — — — / / SA / SAN S ,-
\ _------------ _ _ SSW / /
\ \ \ �580_ _ ----- W w ----- -- ------ THER EEDRAWIN /\\ �/ / / / N / / / —/ W / J ------
_ _ ROAD IMPROVEMENT BY S N
��\° .a .\a i --__ W W —��— O S.S GS I I I /II �/ /� / / / / / —/ / __—
\ - - - - - — TITLED "UVA RESEARCH \ \ �— / l— — w w W w
PARK LOOP ROAD ` w --__ ------ - - ----—a_
_ — _ _
,585— —
o \ \ ` \ 75 � / � ---- � i I I I i � � �\ \ \ v _ -- --_---,5_Z5— — _ _-- / '•/ l l � l / // I l ,
STEEP SLOPES
(MANAGED) -----_-----
\ I II11 I -------- 3
\ \ \\ \ \ \ \ l I / I I ► I I / / / / ! _ _ _ / — \ / / // / / / \ I I / STEEP SLOPES — \\ \ \\ 1— / 580 $
--_ '-___
\ \ \ I I I , ► I I I / \\ / /_-____ \I /'i (MANAGED)
—
\
SCALE 1 "=30'
r /
0 30' 60'
rYH O�
Lie. No, 31371
A.
lk -1ONAL
M E
O O
� v
N �
N �
Q O
>E
w °' E
+�
~ U 3
Q �! 3
w o
w
Diu O
c� LY L M
Qa J U 00
w J — u1
H
p N
V% N Lu -Z
Z � It
O
=x
� OC ai
w
0 a ='t
c
U j kD
Ln
rn
O N
� M
a�
CO J
�I
Z
d Q C)
p O O
U U
Z
O
U) a a
Q Q
w
��
a) 0)
Lu
0 � N
ti
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE 130'
L�J
no
JOB NO.
43266
SHEET NO.
C2.2
� d
50
-0Q�
o (D
CL
2 z
O 0
�2
0�
C
T �
m o
E_
c m
m m
a o
0�
C� 3
Z N
Om
2 Q
�x
a�
o w
3
O
Q w
Q
Y
fn �
7 N
X c
O O
O U
E
� N
m c
o
c `o
m
E
Uc
m
m
O
w o
CA.
m U
-0 2
O N
m c
N O
c U
m
0-0
cha)
(D-
= .E
L_
c
0
u-
co
c
c
>,
2
Q
m
m
0
N
co
0
m
0
a
3
I / / / / — i / — \ \ — \ — — \ \ \
l / 1 / I I / l I I I 1 I I I I I / / / / 1 / / �' // / / l //i/ �� - \ \\` \\ \ \ / I I \\ \ \ \ 11 11 \ \ \ \ \ \ \ LEGEND
/ / / / / / / / / � I / I I I / / //// // / / // �__ �� --- \\ \ \\ "- \- / / // \\\ \� \ \\ \\ \ -- \ \ \ \ \ \ \ \ \ \ \ 1'H o / // / / /l l Il l l / /l / l / /I / I I I I j / / / / / / / // / I / // / / - - - \ - - - _ - - _ - - - - \ \ \ \ \ \ - \\ \ \ \ \ \ \ \ \ \ \ \ \ El VEGETATION
/ / // I , / / / / j \ _ \ \ \ \ \ \ \ � _ / / \\ \ \ *�-- \ \ \ \ \ \ \ \ \ \ \ \ \ REMOVAL r'
/ / I I / / / / / / / - \ \
' /l // l l l / /,J,l / I I / / // / // /// / /// / // / / / � // /� - / \ � - _- _ ` \\\ 11
\\ \ \�\ - ---_// // /\ \\\ \ \ \ -�\ \\ \\\ \\\ \ \\\ ` \\ \
/ / / I / / / / / / / \ \ / \ \ \ \ \ \ \
I I / / / / / / / / '- / / / / / I I // / / / / / / / / / / / ' / / / - �j -' , - - - - \ \ \ \ \ ,\' 1 / / \ \ \ \ \ \
I , / / / / / / / / / / / / _ - \ \ \ \ - \\ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ® GRAVEL AS
\ � - \ \ - \ \ REMOVAL
I 11
/ / / I / / I I / / / / / I , / - / / / � / / / / / / / / / / / / / / / - , - I� - / / - - - - _ - - - - - \\ - - \ - \ - - - _ _ - \ // ,' \ \ \ _ / \ \ \ \ \ - \ \
/ l l / / / / I /, �' l / / / / / / / / / / I - _ \ \ \ � \
/ 1 I I l l l /l ) / / / // / // / / J "� - _ ---- \__� �\ - �\ \ - - � \\ / \ \\ \\\ \ \ \ \ \-` \ \ LIMITS OF Lie. No, 3I371 1
\ \ \ \ \ DISTURBANCE
I l l / / / i / / / / / / / / / / _ _ - - - / r � - - _ - - " \ \ � - _ \ \ _ - \ N. \ \ \
/ / / / / / I f / / / / / / � - //" - \ - - - - \ \ - --\\\� - \� \ \\ \ \ \ - \
_ - - - - - - - - - - - - - - - _ - - ` - - _ _ \ \ \ \ \ _ \ \
/ / / / / / l l / / / / / / / / / / / / ' / / ' - ' - J / -` \- _ - a� \ - \ \\ ` - - _� ` - - - - \ _ \ \ \ \ \ \ \ \ \ ' - rig
1 / / I I l l / / � / / / / / / / / / I ( / / / / / / / / / , / /--------- ---- /-, — — / ----- ----\ _ _ - \ �\ _ -\ - \ \ \ \ \ \� \ \ \ \ \ \ \ \ \ \
/ / / / / I I / / / / / / / / .' / / / / / / / / / // / /, / �_-----�--_— — _---- --- --- ---- - _ --- -- - i_ - - `\ \ \ \ - \ \ - - \ \ \ - - - S /// / / / / /%/ I f� // /////// // / J/ �- " -\� — - \ - -\-\ \ \ \ \ \1 \� - \ \ \ \\ \ \ `\ \ \\\ \\ \ \ \ - \ LA'S Cs
l l l l / / / / / I / ' / / / / / — � — — — — — — — — — — — _ — i / i — — \ / \ — _ _ — \ — — — — — ...� — — - \ — \ \ \ \ \ \ — — — \ \ \ \ \ \ \ \ \ — — nNAL
1*1
l / / l / / l l / , , / / / / / / / / / J I l / �/ / / \ ' _ _ - - ' - - _ _ _ - - - - - - - - - / — - - - - - - - _ - -\ - - - - _ _ -� - \- \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ " \ \ \ \ \ \ \ \
11 I
/ / / / / / / / / / / / / / / // , // ///// / / / / / I / / / '�/' /� — — — — — — — - �\ � — - - -- - - - - -\ \ \ \\\\ \\ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\
_ _ _ _ _ _ \ \ \ \ \ \ \ \%\
11
/ / I / / / / / / / / /, / / / / / // / / / / / / / / / / / ' - _ _ _ _ _ _ _ - - - - - _ _ _ - _ _ _ _ - _ _ - - _ _ _ _ - _ _ - _ - - -\ \ \ \ \ \ \ \ \ \ \ N. \ \ - - E
— \ \ \ \ \\ \\ \\ \ -- \ \ - \ \ \ \ \ — CJ
' I I I / / 1 I / / / / // / / // /, / / / / / / /// // / , / // //// /i/ _ � /--'__'--_'_ -- _ — — — — ---_ - _ _ - \ - \ - \\ \ \ \\� \ \\ \ \ �\ -- \ \ \ -\ \ \ \ \ \ ` \ -- cV vi
\ ) I I I / / // , / / // / / j / / // // / / / / / / J/ /// /i/'/ / / / - - ' - r - - - - - - - - - - - - -�, ` — — - - - - ` - \ \\ \ \ \\ \ \\`\ � \\ \ \ \ \ _ - - - - _ - - \ \ \ \11 \ \ \ \ - N c
/ / / / - \ / \ - \ \ \ \ \ \ \ \\ - \ \ \ - - - ---
I Q c
11 N.
11
11
/ / / / / / .1 /' --- ---- --__ --- - _ \ \ \ \ \ \ \ \ \
I \ 1 / / // ' / / / / / / / / \ /f/ - \ - - \ \ \\ \ \ \ \ \ \ \ \ \
I // // / // / /// / / // / / /—J/ i —�i ----�— ---� ---- — \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\ \\ \ \ \ ' -- — \\ \ \ \ - w =Z-
/ , / / // // / //� IN,\ _ 11 \ _
1 \ \ I I I I I I ► I / / / / / / / / // ' / / / / /� �j / - / / // / - - - - - - - - - - - - - _ - — - \ \ \ \ \ \ \ \ \ \ \\ N.
\ \ - \ \ \ ` \ \ \ _11 U Lu � �
/ - ___------ - - — \ - - \\ \ \ \ \ \ \\ \ \ \ \ \ -\ \\\ 1 - "1 \- \ — QLL +
/ / / � / \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \
1 I I I I I I I/// / / / / / / / / / / /// / / .11 / i / , / / \ \ \ N. \ \ \ \ \ \ \ \ \ \ \ \ \ - - o (- (-
I 1 I I I II I I I //' / / -- ---_ `-----\ -----_-__-- — ` ` -\ \ \\ \ \ \ \\ \ \1> \\ \�\� \ \\\1\\ \ \ -_� ` - -- -- o0Li\ ZZ
I I I I I I // / / \ \ \ \ \ \ \ _
\ I \ 1 I I I I I III 1 I // / / / / // / / / / / /� "' / / / ' / / ///� - - — \\\ \ \ \ \\ \ \\ \ \ \ \I
I \ I I I I I / / / ' / / - / / / / / / ' /� /i / 11 — — --- - _-- - - -- - ` \ \ \ \ \\ \ \ \ \ \ \ `\ `-\ --- �Lu=M W W
III 1 \I / / / / / / / / / ' ' /------- — - -- -- \ - \ \ \ \ \ \ \\ \ \ \ W
1 I I I / / / / / / - - _ — - - - - - - _ - - \ \ \ \ \ \ \ \ \ \ \ \ - / - \ \ \ / - _ a
\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ - \ Q JUo� Z
1 \ I I I I I I I \ \ \ 1 I 1 / / l / / �/i ��-� / / / / / / / / _ - \ \ \ \
1 1 I I I I I I I\ 1 III I/►1 I I 1 1 / / / ///II / //' / / / //, , / //� _------- - -___-------- --__ \ \ \ \\ \ \\ \ \ - \ _ --_ \ \\ - ,•, ,
\ 1 I I I I I I / I I / / / ' / // _ __ --\ - _ � _ \\ \ \ \ \ \ \ \ \ \\\\ \ 1 \ \ \ \ \ 1 \ \ w
I \ \ I I l I _ 1 - - _ ____ - -- \ \ \ \ / \\ \ - ,_�oN O� 00
11 III / / / / // / / / / // / / / // /, //,-- - \ \- - \ \ \ \ \ \ \ \ \\ \ \ I \ \ \\ \ \ \ - a� UU
I \ 1 1 I I I I I I I I I I I I I I I I , I I / / / / // / /- - / / / / / / ' / / / - - _ - - - \ \ \ \ \ \ \ \ \ \ 1 \ I I I I 1 \ \ � - c� - a
I I I I / / / / / / / / / / - _ _ - - \ \ \ \ / \ / \ \ 1 \\ \ \ / / , \11\ \ -- - (3 W
\ \ \ I I I I I 1 I I I I I I I I II I 1 1 / / / / / %// / / /, / / / / / , - - \ -- ` - -_ - ` \ \ \ \ \ \ \ \ \ \ \ I ► / /( / )I( I I l \ \ \ \ `_ \ \ `I I 1\ \\ - alI a
1 I I I I 11�1 1 / / / // \ / / / / / / / / / _ - _ \ \ \ \ 1 \ I 1 � U
\ I \ I I I I I I I I I I I I I I I I I 1 / l /// /, / / // - � - I I _
1 \ \ I I 1 11 I / / / �/ / / / / / / / / - -- - \ \ \ \ \ \ 1 I l \ 1 I I \ \ \ - 1 \ -- -- Q� Q »
1 I I I I I I I I / / / / // / / / / // / - - - - \ \ \ \ \\ \ \ I ( � I (\ \ \ \\ ` \ \ (_ - _ =\ \ \ \ \ 11 � � � x � Z Z
I I I I I / / / / / / / / / / / � \ - - - — \ \ \ \ \ I / ( \ \ I \ \ \ 1 I _ - _ \ \ \ \ \\ //i \\- _ / _ w w
/ / / - - \ \ \ I1 \ \\ \\ \\ \ oa3 00
1 I I I I I __ -- \ 1 \ -��\ \-\\ \-' cn2 " Z
\ \ 1 1 //1 / l l / '', ' / // // // / / ` - \ \ \ \ \ I \ \ \ \ \ \ \ \ I \\ ' \- c
\ \ \ 1 I ( I ( 1 1 1 1 1 I I I I I 1 / /
\ I I I I / I 1 / / l / /// /// / / // - / / / / / / ---- - - \\ \ \ \ \ \ \ \ I I I - \ \ I I 1 \ \ I I I \ \ \ \\ > p
- - _ \ \ \ I 1 \ \ \ - \ \ \ \\-\ _ _ _ � 0
\ \ 1 1 I I I I , I I I I I / I / / / / / / / / / ` - \ \ \ \ ��\ \- U W W
\ \ \ I I I I I I I I I / I I I I / /// ,// , / / / /i/ --1 / / / / / / / / - — _ - - - \ \ \ - \ \ I I I ) - \ 1*1 - _ _ a
\ 1 I I I I I I III I I I l / / / // / / 11 / l l - _ — - - \ \ \ \ \ ` \ I I I - \ \ - — _ - ~ c
I I I I I / / / / / / - \ I I 1 \ I 1 \ \ \ \ - rn
\ I I I 1_ \ I / I I I I I \ I , \ \ \\ \ \ -\ -\\\ - a) � �
\ \ \ I I I I I I I I I I I I I / / / / // / / / / I I �- - —
--_- -- `- \ \ \ \ \� \ I I I I o-- - \\ \\ V) w
\ \ I I 1 I I I I I I I I I I I I I / / \ / / / / / / / / / / / - - - - \ � - - \ / / - \ \ \ \ I I I I I I / / ' ` _ - - \ \ \ \ \ \ \ \\ / a v > >
\ \ 1 1 I I I I I I I I I I I I I 1 / // v// / ' / / / ' ' I I / ----- _- \ \ \ \ \ \ / \ \ I 1 I I I ` ( -_ ` \ \\ cow W W
\ I I I I I I I I I I I III I I I , / / // /// / / ' / / , / / / / / / / / / / / I / / - _ - - - - ` - _ _ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ 1 < - - \ \ 1 I l \ \ I I\ I I I I I / I I I \ 1 J� 1 I' - - _ _ _ - \ - \ \ \ \ \ \ \\ \ \ \ ` - � � Lu � �
\ \ 1 1 I 11 I I I I I I I I I
\ I I I III I I I I I / //j , / / / / � 11
/ --- ---- \ - \ \ \ \ \ \ \ \ \ I \ \ I 1 I I I l I -- \ \ \ \ 1
\ I I ( I I I I I I // / / / / / / / / / / / - \ \ \ 1 I \ \ \ \ \
\ I I I I I I I I I I I / \ � � / / / / / / / / / / \ \ \ \ \ \ \ \ \ 1 \ \ \ I 1 I I I / I I I I I I I I \ � ` - \ \ \ \ \\\ \ \ \ I \ >
\ \ \ I I I I I 1 I I � / / - \
\ \ \ I I 1 1 1 1 I I I I ( 1 \ \II\1111 I I II I / / / - - \ \ I I I I I I / _ - � \ \ \ \
\ \ I I \ 1\II I I I I I / .11 / / / / / / / / - - \ \ \ \ \ I I / / J I I I \ \ \
\ I I I I I I I I I I I I I 1 1 I I 1► I I 11 / � �� // , / / / / / / / / / / /� / - -\ \\ I - I` \ 1 I / / / / I I I I I� \ I -- - \ \ \ \ \\ \\ \\ \ \ 1 II U)
I I I I 1 I I III IIIIII I I I// I �- .11 / / / / / / / / .11 - - \ \ \ \ \ I � \ \ \ 1 ,I / // // I I I I I Ir1 I\ ---- - `\ \ \ \ \
1 I I I I I I I I I I I I I I / / - .�' / / / / / / ///- - - \ 1 / / 1 I - - \ \ \ \ \ \ \ \ I I I I D
1 I I I I I IIII I I I�// /� /// /// / // //// // �\ � \ - - \\ \\ \ \\ \\ \ / \ \ \ \ \ / / , I I I \ (_--------- - -\ ` \ \ \ \ \ I
I I \ \ I I I I I I I I I I I IIII I I / I ) �/ / / / _ , / / / / / ' / / / / / / ' / - - \ \ I \ \ \ l / I 1 ( 1 - - \ \ \ \ \ \ \ \ \ I I I O
1 I I \I III I/I II I / / / , / , / / / / _ \ ` \ - \ \ \ \ \ \ \ \ \ I �I 1 - - - \ \ \ \
1 1 \ I I I I / I I I I I III II II /I III//// // 11 __/ / / // / ', / / / ' / / /-- -- \ \ 1 \ \ \ \ 1 \ \ \ \ \ 1 I I I \ \ \ �'-------- ,' \ ` \ \ \ \ \ \ 1 1 II (=7
/ I I / / / , / / / _ _ - _ \ \ \ \ \ I \ � / 1 \ \ \ \ \ \ \ I
\ I I / �I \\-- -\ \\ \\ \ \ \ \ \ / 0
/ / / , / \ \ / - \ \ \ I \ \ \ \ \ I
1 I I I I I / l I l / I I II )lIl / ( l 1/ / / -_ / / / / / / / / / \ \ - \ \ 1 \ \ \ �j I __-----\ \ / l
\ I I l / l / / / / / / / l / / 1 / I lI l / / / - / ' / / ' / / /.11 / / ' / ' - ` � \ \ \ - I \ \ ) \ \ \ \ \ \ ` \ \ \ 1 I I I I / I I 1 / 1 I - - - - - - \ \ \\ \ \ \ \ \ \ / / \\ I II p
I I / / / / / / / / / / / / ////�// /// / I / I//1 / �/ / � _ ", ////,/ / / // / // / / // � \ -SA \ 1\ / \ \ I \ \\ \�I � /If / / -_--' - - -- \ \ \ \\ \ \ _- - \ 11�
1 / / / // // / - - - / / / / / " _ ^/ - \ \ - \ 1 I I I I / � / _ -_ - \ \ \ \ \ \ \ / 1 \ \
I / / / / // /�// // //// // // / //I / � / / ' // / / / / , / / _ - \ - \ -\ - \ \ - I I I I I I 1 \\ \ \\ \ I \ 1/ o rn
I / / / / / / / / / / / / / / / / / / / / / I / / / / / / / / / / / / / ' - _ _ _ \ \ \ \ I 1 1 1 I . �► / / / / / - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ I/I w rn
I / / / / �// J /------'/// // , / / / / / / / / / \ - _ \ \ 1 \ 1 I ,'/ I - \ \ \ \ - \ (I > "
I l / / , / / / / / / l /ll II _ � , / / / / - \ \ \ \ \ \ \ I I I I I I. / ! \ \ \ \ \ \ \ \ - \ I w \
I I / / / / / // / / / " - - - / / / / / ' / / / / ' / \ - \� \ \ \ \ I \ I I / I I I I \ / \ \ I 1 \ \ \ \ \ I \ _ \ \ \ �
N. \ \ \ \
/ / / / / / / / ,, / / / // / I /--- / / / / / / / / - - \ \ \ \ \ I I I �� / - \ \ I \ \ \ \ = Q `�
l / /// _ / / q� \ \ \ \ / _ _ \ \ U o \
// / \ \ \ � \ \1 ( I I/ 1 / / / \\ 11 \1 ` 1 \ \
/ / I _ / / / / / \ N
/ / / ) / / / / / �/ / / / - - - / / / \ \ /
/ / / _ / /� // / _ \ \`\ \ \ \ \ \ I I I / lI I \ N.
\ I \ \ I \\ \
/ / 1 / / / / / /// O / / / I � / / / / / - \ \ I I / / / I .- / / / \ \ \ \ \ I 1 11
\ \ \ \ ti
/ / � / / / / / /// // / / //i/' " / / ;� / / I 1\ '/ ' - / / / / / / / ' / / \�111- \ \ \\ \ \ \ 1 I \ / / / \ I I I ( \ - - - - \ \\ ` -\ \ O
/ / / / / / // /,//, /, J )/ / /// / \ / / / / / / / / ' / ' // / - - \ - \ \ \ \ \ \ \ \ \ ��II I\ I 1 I I I 1 I \_- / / / 1\ \ I 1 1 I / `- \ \ N. `\ - cn DATE
/ / / / /i // '//'/ /, // ///,// /� l / .1 / 11 / / / / / / / / // , \ 'll`\ \ \ \S' \\ \ \ \ \ \ I J/I \\ I I I \ 1 1 I I / _ - \ \\ \
/ / , , , / / I / // ' / j / / / , /(,< 1 / / / / / / , / / / /' / / \ - \ \ \ \ \ \ \ 1 I I I ( / / \ \ , I 1 1 I / ( - \ - \ \\ �
\ \ 1 I I \ \ - 11 \ 51612019
- 11 11
/ 7 / / / / / / / /11 / / / - _ \ \ I I I I 1 \ - - - I I\ 11 t\\ \ DRAWN BY
- -\ \ \ \ I \ \ \ \ \ I \ I I I I I I I I I I � \ - - -1 / / 1\11 \ \ \
11 , ' / / / / / / / / /' - \/ I / / / / / / / / / / Ill 11 --- �\_�- 11 -\ \ \ \ \ 1 \ 1 I I I I I \ \ \ \ / / / 11 -/ ) I \ ) I I I \ \\J/ ---- `- ---\
/ / / / /// / / / / / i ------ - ----- � / / / / / / / � ---- \ \ \ \ \ \ \ 1 \ \ I ( / % / / I / \\
/ / / / / , // // /// / // -1'_ __/ / / / / , /// / ,/ \ \ \ \ \ \ \ ` I I I \ / _ / - _ ___-- Z.DAHL
/ / / / / / / / / / / / / I - - - _ ' / ' / / / / - - \ \ \ \ \ \ \ \ \ \ \ \ ` \ I I I \ \ \ \ / // I / I I \ ( \ \ / ` -~ -� - - _
/ / / / / - - - - _ ' / / / - - - ' \ - \ \ \ \ \ \ I I I I I / I I ( \ \ \ � � .1 ' / \ / / \ \ \ \ - - - � DESIGNED BY
/ / // 0/ / f _ - / / / / / 3a' / / - - \ \\ \ \ \ \ l I I I I I I I I I I I \ \\ 1 / ' /// \ \ \\ \ \ / --- / / -- - 0 --_ / /- A.ALLISON
'� / ��///// /////// // I //1 �' -530� - _---- - --- -"/ / // //'//�/ �/ / --_ \\ \\ \ \ \ \ \ �%� 7-\ %�\) \ I I I I II I 1 \I \ I -- / / \ \ \ \ I\ __ -' _ / /// / // / / r ,---�\---_- __ ,- -' / //i / ' -\ \ ( \ �C � I 21 \ \ 1 I 1 I I I I 1 \ / I I I \ \ \ - -' _ / /
- - " / / / / 1 / / / / / / / \ \ \ / I 1 I I I I I I / \ \ I \ / -
/ / / / - - - \ 1 1 I \ / \ I - - ' / - '�` - CHECKED BY
/ / / / / _---1--- --- __ -- / / / , / / � -- - \ \ \ \ I I / I I I \ \ \ I I I \ _ / - _ / •
- ""i 111.1 /j/, (�/ // / /�/ I\ - � - - - r J/ /// / / /�/ / 11 r - - \ \ \ \ \ \ \ \ I \\ 1 I l l I ' I I I I 1 I I I 1 I\ \ \-�"' ��' I l \ I 1 \ \ I - _ __
--- / / \ � _ / / / // _ -' \ \ \ \ I / / / 1 ( --_ I - / I I \ \ 1 ► � • 1. HASH
/ / - _ _ -
- /� ��� Pis/ / / ,/ ,-J / - / / / I / / i \_ \ \ \ \ \ 1 \ I I ` 1 ( / 1 / / / / I I 1 1 \` _ \ 1 ( \ \ \ __ -0
-
- -- ! '/'(PRI��EAVI�Df /I ��//� ' / - -' 1 / -- _----- - --- _� / / / / _ - --__ \ \ \ \ , ` I \ 1 / / I I I I \ - /- I - \ \ \ `/ ,- _ - •
- - - 11 % / / / / / / / ,/ - - - r53 ' J- / _ - - _ _ _ - - - - - - -'� / / /// / / / / - - i - - - - \ \ \ \ \ \ 1 \ \ \ I\ / \ I / / / / \ - \ / / / / I I \ - ' -- \ \ \ \ \ \ \ \ \ / / ' / " - ' - ' r - - _ - - - - - ��
\ - - / \ \ \ ( ( I , 1 / I / / 1 I / \ _ - I ) l \ \ \ ~ SCALE
/ - / - - - / r / / / - \ \ I I \ I I - / \
---_ ___11 // / /'- i / �-
✓ / -_ — —� — — _ -- (/ )/ / / / / --- - \ \ \ I / �/ ( / / / / \ ---_ \ "---' ---__
/ / / �' / / - - \ \ \ \ \\ \\ \ \I 1 I 1 / 1 ' 1 -- - \ \\ (\ \ \\ \\ // �� / / /' "'
�- - � / ' `�j / /_ - - ' - - _ � / _ - - - �N - - / J I --,, / / / , - \ \ \ \ \ I I \ I I l / / \ I , l / / / / / /' / / / - \ \ \ \ \ \ \ ' , ' / i ' "11 ,� - - - - '" - - - - -
\ ` -////\ W/// - / �- ^�/ / / /' \ \ ` \ \ I I / / / / / / / / I I / ,� \ \ \ \ \ / / / _ - -
I \ s /^\ \ / �/ ` --' -5q0 � - - -- - _/ - _ -- / / , / , - -- -- - -- \ \ \ \ I \ I I 1 \ / / / -----_ N. \ \ \
1 3,g. > / / , - - - -y / /11 \ \ \ I I I / / / I / 1 S \ \ \ \ / / / /
\ \ .V\�L \ / / �` / N -- / -- / / / / / ' \\ \ \ \ \ \ \ \i , I I / / I I I I nn \ -\ \ \ \ \ //' / ' '" �'" -
I \ ,1, / ( / / / eoP - ^ ` ' ' - \ \ 1 \ I I I I IZ / I ( ) / �I^_ - \ \ \ \ \ �. ' / / ,' / / , Q
\ \ \ �v •yl l ( \ ( / / / �' % ---- - \ -/ / / / / / ` - `-- \ \ \ \ \ \ \ \ \ I ( I I I I 1 \ / / I I I ( `- I -- G-� \\ \ I \ \ \ \ \ / / , / / -- -
\ \ - i\" ) ) ' ' ' -\ _ / )J / / / \ \ \ \ \ \ \ \ \ I I I I / \ \ \ \ - / �- n� P - _----- -- \ \ \ \ \ / / 10, / -
\ --- _ \\\ i✓q// // / / / / // /! �'- L--]�;-( -� - / , / / / \ \ \ \ \ \ \ \ \ I I I I I I I / // \ 1 I \ ( -��- - \ \ \ \\ \ \ \ \\ \.'' / / ' _-'- -- H�
\ \ - - - - - - / /// / _ \ _ / _ \ \ I I / - - / / / / _
\---------- \ \\\ �/ // / / , / -4 - -- `- �- �'
/ / - \ \ \\ \ \ \ \ \ I 1 I I I //( \l'
\( I \ I ( \ \ ----- \ \ \ \ \ \\ \ \\ \, / / / , / /� _- ��/�
\ - WETLANDS I 7' / / / / / / / / -" / ' / / / / ' - \ \ \ \ \ \\ \ \ \ \ I I I I I I I I / 1 I ) \ \ \ _ � \ \ \ \ \ \ \ ' / / / ' / / / / / " r - V 1
�Sqo_ - - - - - \\ \\ \\ // / / / / // ,/ / / �N / _ 11 _ - - - - - ` / ' / /' / / \ \ \ \ \ \ \ I I I I I / I I ) / I \� I I \ - - - - - - - - \ ` \ \ \ \\ \ /' / ' / // /A/ f - - - - - O
-- \- \\ \ \ \�%% / / / / // �I/ / // /,/ �i -
�i' -_------_-'-' // / // /" - \ \\ \ \ \ \\ \ \ I I I I 1 I I I 1 ) 11 /�/J( \ I - - _---- - \\\ \\ \\ \ \\ \ \ ` /' // /' / / /' ��' / -
Y / / / ' / - - - - - - - / , / / \ \ \ \ \ \ I I I I I I / / / I ( I \ I 1 - - \ \ \ \ \ \ ' / / / -
\ \ \ `1' / / / ' / I /11 \1 I - )_ -- I� / / \ \ \ \ \ I I I I I r // l 1 I \ N \ \ \ \ \ , / / / / / 7
- - `\ \ ` / / / / / / / /' /-I / - , / \ \ \ \ I I I I I / / , q< * / / / t / 11 11 11 k - -- - - - - '1-11 / "I - - - - \ \ \ \ \ I I I I / / I i I \\ \ \ - SA ' / \ _--- \ \ \\ \ \ \ \\ / / / / / /
� - - \ \ \ / / / / t / --- / / / _ \ \ \ , I I 1 \ -_\ _ — - \ \ \ --� ' / ------ O
/ _ I I ( I 1 / / \ I \ \ \ \ - \ /� /
\ - - - \ \ \ / / / / / / / ^ ` _ - - ' / I- - - - \ \ \ I I I \ / / / / ( � I 1 \ \ - � - - - \ \ \ \ _ �' / / / / /
- - - `\ \ \ \ \- / / / / / / // / /5yo -/ /- - / - - _ -L - _ , / / "/ ,/ , / \ \\ \ \ \ \ \ ( \ I ( ) / \ / / \ \ I II 1 1 I \ \ \ - - _ - _ - - -ice' - -\ \ \ \ \ \\ \\ \ \ ` - /' / /' / /' i' / /' / - - - - - - H�
\ - \\ \ \ / / / / / / / /I /\ J - --- , / / \ \ \ \ \ I \ I \ ( I / I \ \ 1 1 I \ - -----'``- -- N- `\ ` \ \ \ \ \ \ \ \- _ ' / � ' F
-\ \ -- \ \ / / / / / / y / / \�------� -__-'11 ( / \ \ \ \ \ \ I 1 I I f / / / I \ \ I I I I \ \ -- - - -- - - - -- - -- � - \ \ \ \--"- \\ �i / /�/' -- ,-----
%
= = I / / / — — — 11 e-- 1-1 \ I I I /
- - -) 1 I / / / ' / \I �' - _ / \ 1_ ` \ 1 I I I I I \ - - \ �r \ \ \ / _ _ F--4
/ / / I / - _ , / \ \ I \ / / / I l _ I \ \ _ _ /
/ / /OO� _ / I I I 1 / - - _ \ \ \ \ / / /
\ \ I / / / / k
, / / ,d / \ - -1 \ I / / / / I / I I I I - ------------------- \ �\ \�--- / / ------ H� ad -i Z
1 \ I / / / -/ / �<j / / / / / /I '' / -_-_ \- / �---- \ / / / / \ \ I \ \ \-- -----_--_--------- -- \ \ \ \ \ --�_- / / / Q Q
/ / / \ I I \ I 1 / \ \ \ \ j / / /
\ \ I / / \ AI / / / ' / - _ / �' \\ \ \ 1 1 I ( I I I I I�/ ` 1, ( \ \ \ \ - - - - - - - - - \ \ \ \ \\ \ \\ \---- // / / ----- > J
I / \ /�i / / / / / ' / / / ' 55 "' _ \ � / /' \ I I I I I I / \ \ \ \ \-----'-- - -- � � \ \ \ \ \ /' / / / / - - a �
I \ \ .v / / / / / / -"�'- \ , I I I I I I , I \ II \ \ - _-- \ \ _ T
\ \ \ / \�, // / / / / / / �4/'
/ / / /��" --\` -- _/ \ I I I I \ I ( 1 \ I \ \ I - - ` - _ - - - - _ _ \ \ " ' - _ - - - \ \ \ \ \ \ \ \ - - " � / / / / - ' -
\ \ _ / / / / / / / / `-- \ --- ( \ \ I I I" ` \ \ \ \ \-------_- -- \ \ \ \ \ \\ \ \ `-- / ' ' O O
\ \ `Y / / / , / I / / // --_ \\N- -\ / \ I \ I I \ I/ \ I I \ \ \ \ — _ ____ \\i'— — -- ` \ \ \ \ \ \ \ \ \ i 11 - '�' �' / ' -___ --- � U1--q
\ y,� / /' // // // / / // / /' / //' \\ \ , N--\ -' -- J-----_ - 1 , I I / _ \ \ \ \\ _ I - I- \ — --- -- \\ \ \ \ \ \ \ \-- "/ / / , 11�i �' //' "- W
\ \—i
r \ , / / / / / // / �,- /' ,- _ _ -\ -, -\ / ` \ , II , I,�, \ ► / \ \ \ \- ---__ _ _ \\� _ `- - -\ \\ \ \\ \ \\ \ \ \ \ \\ -_-'" / �' - _ _ � ~
\ /Q, / / / / / r ----- \ \-� .\ \ 1 I / \ \ -- __ ,____ -____ -- \- \ \ \ \ \ \ \ - .1 � / _ �
1 I � � �. / , \ - I I \ 1 \\ \_ \\ \_ -- - - -__- — -- - \ \\ \ \\\\ - -- "" -- (A co CC
I I \L \1/ \L \ / , / / / / / / / ' / / I / 4j6� / \ \ � \ \ \ \ \ \ I ` , \ \ \ / _ - \ — - - \ ` \ ` \ \ \ \ \ \ � \ ' / - _ _ _ - - Q w
I �p lv �l \4/�L�/'L // / / / / //// // / / / // �// / / - - - -- \\\ \ \\ \ ,I -now \ \ \ I \- \\ \ \ \\ — — I � 11 -\ \ ---�
- N. 11 \\ `\\ \ \ \ \ \\\ \\\ 11 \\ \- -- / / / / / / / - Lu Q / /
I \`L \L \/' ,' / / / / / //,/ // ' ,' // \\ \\ \ \\\ - --- \\ \\ \ \ \ / 1 \\ \ \\ \ \------- - - -'-- - - - - -\ \' -\ \ \\ \\ \\ \ \ \ \ \ \_ _ - �/ / �i'
1 \ \c/ / / /' , / jj/ , / / \ \ \ -- _ \ 1 / I - \ \ -- _ `-'-\ I-�'\ \ \ \ \ \ \ \ \ \ \ / __ --- T
\ // / // / / / / /
/ / / / ---- \\ \ \ - - -_ N\ \\ \ I I \\ \ \ - __-_- -- - - -- \ \ \ \ \ \ \ \ \ \ \\ --- /- 11 .� i
\ / / / /' // / / / � i ' i ' \ \ ` \ \ \ \ - \ ( ) \ \ \ \ \ \ \ \ - - - - - - - \ - ' - \ \ \ \ \ \ \ \ \ \ \ \ \ / / / - _ - - ' _ _ - - - - - - V
11
11
11
1 \ / / / 11 / 11 / / / / I / I
�,/ \ \ \ — \ \ I \ \ \ \ \ \- _------- \_-_ \ \ \ \ \ \ \ \ \ \ �' 11 / (+)
.11
\ \ l / / , / / / / / / / / " , - \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ — — — / — \ \ \ \ \ \ \ \ \ \ \ \ \ � / /11 - _
/ / 11 / / / -\ \ \ \ - \ \ \ \ \ \ \ \---------- -- \ \ \ \ \ \ \ \ \ \ \ \ \ \ -i / �-- -- /1
1-11
I / - - _ - � / , / / / , / / / / / / I / \ \ \ - \ \ \ \ \ \ \ - _ _ _ _ - - / \ - \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ /' / / - - \
I / ,'�' /�/ ,/ .11 / / / / / \ / - \ 11 \ \\ \ \\ \\ \ \ \ - ---____--- I \ \\ \ \ \ \ \\ \ \I11 — // /11 O
_ _ / / / / / / \ \ — — — \ \ \ \ _ _ — — \ \ \ \ , ( )
1-1
y///' / �/ ''////' ' / ' �� — � '\- \\ -\\ I____- \\ \ \\ \ \ \ -\ ---_- \ \ /- \ -\ (\ \ \\ \ \` \\ \\ `\ IN" - -- --/ / /l000l // 11 �'
Z
' / �' 11 / / ' 11 11/ I /\ -\ \ \ / \
Lu11
/ / / 11 / / .11 / / / - � / - - I — — \ \ \ \ i � \ — 7 — \ 11 \ \ \ \ \ \ \ \ \ \ - - , / / / — /
/ 5r5 / / 10, 11 / , / / / \ — 1 1 \ \ \ r \ � — \ \ \ \ \ — \ \ \ /
/ / 11 ' 111 11 11 "� 11 " 11 -, .11 " ) -1 In I/ I- — — — — — — — , IN, 1N \ \ \ \ \ \ \ — — — — — — 1N — — -, 111 \ "I N, \ \ " \ \ \ \ '." \ " \ \.\ \ N "I \ 11 — ' 1.11 11 11- <
/ / ' / ' / / /' / — — \ I \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ — — —— /'
/ /' / /' / / /11 ' /11 / ��' A / //' �'— -\ \ \\ I I \ \ \\ \ \ \ — ' _ \\ \ \\ \\ \ \\ \ \ \ \ \ \\ / //
�// /' // // / // // /' �' / — ' —I \`— --— \ \\ \ \ \ I\ \\ \ \\ \"\ — — _ — -\\ \\ \ \\ \\ \\ \\ \ \\ \\\ \\ \\ \ \\ \- — // / /
/ // // / / // // // /'" / - 'II /'" \ \- ` — \- \\ \ \\ \ \\ \\-- - - - -'- -- 11 11
\\ \ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\\ - ' //// / / ,3
/ / /' �60 / , / , / / ' - - \ \ \ \ \ \ \ \ \ - - - \ ` \ \ \ \ \ \ \ \ \ \ \ SQ / NPR $ JOB No.
/ / - / \ _ \ \ \ \ \ \ \ \ \\ \ \ \ \ / , 11
/ // / / I `-"-\ ,-\ -\\ \ `\ \ ___- \ \ 43266
, - - � � � � - \ _ _ _ � \ \ \ \ \ \ \ \ \ \ � / / / SCALE 1 -30
ETLAND / / ,/ / -- - \ / L`- \ - \ \ \ \ \- - - - - -- - \ \ \ \ `\ \ \ \ \ \ \ \ / /
ISTURBANCETOBE ' / , / �I - -\ -\ -\ \ \\ \ \\\ \ \ \ \ - - \\ \ \\ \ \\ \ \ \ \ \\ \\ \ \ \ \\ \ \\ // /// /� 0 30 60 SHEET
3
- - - - - - - \ \ \ \ \ \ \ \ \ \
ERMITTEDBYUVA ,' hi imr-)ATinm /' / // / -- __-1 \ - \ \1*1 \ \\ \ \ \ \\ \ \ \ \ — � � � — � \ \\ \ \ \\ \ \ \ \ \\ \ \ \\\ \ \\\ // /-
L_
,Tx op-l�
EROSION AND SEDIMENT CONTROL NARRATIVE:
PROJECT DESCRIPTION
THIS PROJECT INCLUDES THE CONSTRUCTION OF A REHABILITATION HOSPITAL AND ASSOCIATED PARKING,
UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 8.11 ACRES.
ADJACENT PROPERTY
THE PROPERTY IS BOUNDED BY A FIRE RESCUE STATION AND VACANT LAND TO THE SOUTH. TO THE EAST,
NORTH AND WEST THERE IS MOSTLY VACANT WOODED PROPERTY.
EXISTING SITE CONDITIONS
THE SITE WILL BE SUBDIVIDED FROM A PARCEL OWNED BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE
FUTURE PARCEL IS MOSTLY WOODED AND VACANT. SITE ACCESS WILL BE PROVIDED BY A PROPOSED ROAD,
TO THE EAST, BY OTHERS.
OFF -SITE AREAS
NONE.
CRITICAL EROSION AREAS
NO CRITICAL EROSION AREA EXIST.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED
OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.
STORMWATER RUNOFF CONSIDERATIONS
UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. THIS SITE PLAN IS PART OF AN
OVERALL DEVELOPMENT PLAN WHICH WILL UTILIZE A REGIONAL BMP TO TREAT STORMWATER RUNOFF FOR
QUALITY AND QUANTITY. REFER TO DOCUMENT TITLED "STORMWATER MANAGEMENT / BMP ANALYSIS AND
FLOODPLAN STUDY FOR THE UVA RESEARCH PARK" BY DEWBERRY & DAVIS, OCTOBER 1997. ALL EROSION
AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE
CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.
STRUCTURAL PRACTICES:
1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE
PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE
MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD
TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF
AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED.
ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT
SEDIMENT FROM LEAVING THE SITE.
3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL
DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM
ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.
4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN
AREA.
5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO
DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY" STORAGE LONG ENOUGH
FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT.
5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS
STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP
SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE
DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
6. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE
STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG
ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT.
6.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS
STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE
BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE
DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO
SURFACE AND AIR MOVEMENT.
VEGETATIVE PRACTICES:
1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED
AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND
SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.
2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30
DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING
GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT
IS APPLIED.
3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE
COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL
BEAUTY.
4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL
STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT
AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF.
MANAGEMENT STRATEGIES
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH
IMMEDIATELY FOLLOWING INSTALLATION.
2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.
3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO
MINIMIZE PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER
REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENT STABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC.
3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND
"GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED
TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR
MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED,
FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.
SEQUENCE OF INSTALLATION
PHASE I (SEE SHEET C3.3-C3.4)
1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR,
OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY
DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1)
WEEK OF NOTICE.
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES.
3. CLEAR AND GRADE SEDIMENT TRAPS AND BASIN.
4. INSTALL STORMWATER STRUCTURES AND PIPES DOWNSTREAM OF SEDIMENT BASIN, PER SHEET C3.4.
5. INSTALL DIVERSION DIKES & INLET PROTECTION.
6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN.
7. SEED ALL DENUDED AREAS PER VESCH STANDARDS.
PHASE II (SEE SHEET C3.5-C3.6)
1. BEGIN ROUGH GRADING THE PROJECT AREA. INSTALL STORMWATER STRUCTURES AND PIPES TO DIVERT
RUNOFF FROM THE "LOOP ROAD" TO THE SEDIMENT BASIN. INSTALL THE END SECTION AND OUTLET
PROTECTION AS NOTED ON SHEETS C3.5-C3.6. SEE SHEETS C5.1, C5.2, C7.1 & C7.2 FOR STORM
STRUCTURE DETAILS.
2. CONTINUE GRADING OPERATIONS TO ELIMINATE THE EXISTING DITCH AND ESTABLISH THE BUILDING
PAD ELEVATION.
3. ADJUST ALL DIVERSION DITCHES AND SEDIMENT TRAPS AS NECESSARY TO PREVENT SILT/SEDIMENT
FROM LEAVING THE SITE.
4. SEED ALL DENUDED AREAS PER VESCH STANDARDS.
PHASE III (SEE SHEET C3.7-C3.8)
1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT
CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.
2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN
DAYS AFTER FINAL GRADE IS ACHIEVED.
3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT,
SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S
INSPECTOR.
4. ONCE THE SITE UP HILL FROM EACH SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC
INSPECTOR, REMOVE THE SEDIMENT TRAP.
5. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZED AND APPROVED BY THE ESC
INSPECTOR, THE SEDIMENT BASIN CAN BE CONVERTED TO THE DRY POND. REMOVE ALL SEDIMENT BUILD
UP AND GRADE THE DRY POND PER THE FINAL GRADING PLAN. REPLACE THE RISER STRUCTURE PER THE
FINAL GRADING PLAN.
6. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
ACHIEVED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION
CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.
MINIMUM STANDARDS:
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE
FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE
TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS
AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS
ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL
BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE
SERVED BY THE TRAP.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE
AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.
SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL
BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE
PROVIDED.
MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
OTHERWISE TREATED TO REMOVE SEDIMENT.
MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL,
ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT
POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF
CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONERODIBLE COVER MATERIALS.
MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY
SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL
SHALL BE PROVIDED.
MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
WATERCOURSE IS COMPLETED.
MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT
FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
EROSION AND PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE
SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL
DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL
SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE
AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS
RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
MS- 19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT
DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF
STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE
STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM
STANDARDS.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION
AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND
EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN.
r--r
Lie. No, 31371
12-1�1-lq
lk -IONAL ��
M E
ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING,
N o
GRADING, OR LAND DISTURBANCE.
N
a o
> E
ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES.
a�
LL,Lu
ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
Q U o
(INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY
o LL L ^
z
z
EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT
Of O ;
W
W
CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE.
a U CO
z
O
> N
OO
OO
ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
c,
0 w
SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE)
z x
V
Z
Z
3:O
MLL-
>
ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
o a
Lu
o
O
O
LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.
X >
O
W
W
a
a
a
ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE.
0 N
>
OO
OO
ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT.
MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
00 J
(D L
W
W
ct�
DEVICES IMMEDIATELY.
SOILS INFORMATION:
C/)
D
O
47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL
=
DRAINED, HYDROLOGIC SOIL GROUP: A
o
47C - LOUISBURG SANDY LOAM, 15 TO 25 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL
DRAINED, HYDROLOGIC SOIL GROUP: A
o�
>
w
94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL
=
Q
DRAINED, HYDROLOGIC SOIL GROUP: B
a
z
94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL
(7
1
DATE
DRAINED, HYDROLOGIC SOIL GROUP: B
D
O
►7
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE
N/A
Z
Lu
i
rV^l
V 1
Q
G
O
U
z
Lu
\Q
Q
w
in
cz
U)
w
0
z
Q J
0
H
z
o z
Lu0
U
wz
m w
J
Q
I -I
0
W
V)
C6
z
O
O
w
JOB NO.
43266
SHEET NO
C3.0
31
SECTION
A PIPE OUTLET CONDITIONS A
La
PIPE OUTLET TO FLAT
AREA WITH NO
DEFINED CHANNEL
��.�.� • .••��•�-•vim
• ' ' • • •
ULUIH
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES SPECIES RATE (LBS./ACRE)
SEPT. 1 - FEB. 15 50/50 MIX OF
ANNUALRYEGRASS
(LOLIUM MULTI-FLORUM)
& 50-100
CEREAL (WINTER) RYE
(SECALE CEREALE)
FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100
(LOLIUM MULTI-FLORUM)
MAY 1 - AUG. 31 GERMAN MILLET 50
(SETARIA ITALICA)
TS 3.31
TEMPORARY SEEDING PLANT MATERIALS
No Scale
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE
3do(MIN.) RED TOP GRASS
SEASONAL NURSE CROP'
IPE OUTLET TO
✓ELL DEFINED
HANNEL
:d
►"; RECOMMENDED
FOR ENTIRE PERIMETER
NOTES:
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
3.18-1
OP
OUTLET PROTECTION
No Scale
a)
c
'm
0
LL
m
c
c
Q
a
Q
rn
rn
0
N
0
0
a
128 LBS.
2 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP " 20 LBS.
CROWNVETCH " 20 LBS.
150 LBS.
USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE
" SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
PS 3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
* GRAVEL FILTER 12
RUNOFF WATER WIRE MESH
FILTERED WATER
e
a�
I- e o a
_ e s IT
SEDIMENT IIII o a
CONCRETE - u
GUTTER CURB INLET
12"
GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO
CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND
UNPROTECTED AREAS.
I P 3.07- 6
STORMWATER INLET PROTECTION
No Scale
VDC
Co
AG
TEMPORARY RIGHT-OF-WAY DIVERSIONS
TYPICAL GRAVEL STRUCTURE
- - - - - - MIN.
1--1 Ll Ll _ 1--11--1 L-I -
U U UUU
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION 6'
FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, MINIMUM
GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TYPICAL EARTHEN STRUCTURE
40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO
GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL
CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE
TP FENCE AS A TREE PROTECTION FENCE. RWD
NO SCALE 3.38
TREE PROTECTION TEMPORARY RIGHT-OF-WAY DIVERSION
No Scale No Scale
■ice■
.�i: �`.� is �� ••I��� �`i�� j•iL��1�:•:`��'
.C•L�:`i won._ iii: �. d.
CWD DD 4.5' MIN. O
3.09
TEMPORARY DIVERSION DIKE
No Scale
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE
14 ALONG THE LINE OF STAKES.
6'
FLOW
4„
3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE
EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
IIII! /�� /IIII
FLOW
' I SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
3'
FLOW I MAX.
II
POINTS A SHOULD BE HIGHER THAN POINT B.
SF DRAINAGEWAY INSTALLATION 3.05-2
(FRONT ELEVATION) N/A
SILT FENCE (W/O WIRE SUPPORT)
No Scale
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO
TRENCH UPSLOPE ALONG THE LINE OF THE POSTS.
POSTS. I
6'
WAX
i III -IIII
FLOW �--,III- _Illllilllllll'
4".
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL.
PERSPECTIVE VIEW
FABRIC (ATTACH
TO POSTS WITH
METAL TIE
METAL (T) OR
(U) POSTS
TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING PERSPECTIVE VIEW
CD 3 20 IP CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. O SAF PLASTIC FENCE
3.07-1
ROCK CHECK DAM STORM DRAIN INLET PROTECTION SAFETY FENCE
No Scale No Scale No Scale
NOTE:
ALL TREES IN A TREE PROTECTION AREA
OR ISOLATED SPECIMENS THAT ARE NOT
SPECIFICALLY SHOWN TO BE REMOVED
ARE TO BE SAVED. ANY EXCAVATION OR
TRENCHING WHICH IMPACTS THE ROOT
SYSTEM OR CROWN BRANCHING OF
TREE(S) NEEDS TO BE CARRIED OUT
FOLLOWING THE GUIDELINES OF THE TREE
PRESERVATION SPECIFICATIONS. THE
SERVICES OF A CERTIFIED ARBORIST
SHALL BE REQUIRED.
SEE CIVIL DRAWINGS FOR LOCATION OF
TREE PROTECTION FENCING.
TEMPORARY, PARTIAL RELOCATIONS OF
ENCLOSURE WILL BE ALLOWED TO
ACCOMMODATE CONSTRUCTION
NECESSARY WITHIN DRIPLINE. AS WORK
WITHIN DRIPLINE CONCLUDES,
ENCLOSURES SHALL BE REPLACED 18"
BEYOND EXTENT OF DRIPLINE.
TREE PROTECTION FENCE:
8'-0" HT CHAINLINK (2" MESH, 11 GA. FABRIC)
CONSTRUCTION FENCE PANELS SET ON GRADE
SECURED BY MEANS OF CONCRETE BASES. TREE
PROTECTION FENCE SHALL NOT BE SECURED BY
PENETRATING THE EXISTING GRADE.
TP
TREE PROTECTION
No Scale
MODIFIED
3.38
FABRIC
LINE POST
_ 110 GROUND LINE
MAX.
CONCRETE FOOTING
PERSPECTIVE VIEW
METAL FENCE
3.10
70' MIN. 5:1 EXISTING
A 3' PAVEMENT
FILTER 6„ M A MOUNTABLE BERM
CLOTH (OPTIONAL)
EXISTING GROUND SIDE ELEVATION
70' MIN.
WASHRACK0' MIN.
B((OPTIONAL)
10 EXISTING
12' MIN.* MIN. I PAVEMENT
VDOT #1 COARSE AGGREGATE B ' I POSITIVE i 10' MIN.
" MUST EXTEND FULL WIDTH OF DRAINAGE TO L
INGRESS AND EGRESS OPERATION SEDIMENT
TRAPPING DEVICE
PLAN VIEW
12' MIN.
3" MIN.
III-IIII _ 3" MIN.
FILTER CLOTH SECTION A -A
6'-7"
CE REINFORCED CONCRETE DRAIN SPACE
E
SECTION B-B
STONE CONSTRUCTION ENTRANCE
No Scale
,Yx qp-�
I--r
Lie. No, 31371
12-1�1-I�f �-AA
CIS I ONAL ECG
M E
O O
M U
N
N
> E
Lu E
~ Lu
U 3
Q �" 3
LL
LL o
0 L
Lu O
LY L M
Qa J U 00
LL I J - Ln
H
> p N
C 7 Lu N �
z +�
O3 X
v7
L-
oa =�
U)= �N
= U > L�r)
Q .
C Ln
O)
O N
� M
a �
CO J
CD U-1
�I
LLJ LLI
O
a O O
0 p p
U U
z � �
O
U) a a
> Q Q
W
Lu Lu
�cl�
a)
Lu
d> ,y
O N
ti
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE
N/A
J
(n
0 J�
= a
z w
O
I� 66�
w
I --I 0
z
m < J
L.L
W ~
o z
Lu O
_ J U
Jco wz
w
J
TW III -A
i
'/^'� w
'V l Ln
V 1 06
Q z
0
O
U ,0/
L.L
z w
W
Q
JOB NO.
43266
SHEET NO.
C3.1
�a
5O
-0Q�
o (D
m U)
�z
mO
�2
og
c
T �
m o
c m
a 0
w 0a)
0 3
Z N
O m
2 Q
g x
a)
a)
o w
0
0
Qw
o .3
a �
m c
� Y 0
X
a) .o
a) U
:5P
�N
m c
u, o
� E `o
m
a
U m
m
.0 Q
O ,_
w o
v
m U
-0
O (0m c
N O
c U
@ O
o_ w-
m�
(D
Sediment Trap design
drainage area (acres) (<3)
0.67
11' VARweK
trap volumes:
ORIGINAL CREST OF STONE WEIRAWSLE
elevation (ft) area (sf)
volume(cy)
GROUND
574 213
EROU
575 345
10.3
DRY STORAGE
VARIABLE•
576 503
15.7
577 686
22.0
578 894
29.3
WET STORAGE
4' MAX.
579 1128
37.4
(EXCAVATED)
FLTER CLOTH \ ORIGINAL
114.8
1 GROUND
ELEV,
-SEE PLATE 3.13-1
COARSE AGGREGATE CLASS I RPRAP
wet storage:
wet storage required (cy) (67*DA)
44.9
bottom of stone weir (ft)
577.0
wet storage provided at this elevation (cy)
48.1
**coarse aggregate shall
be VDOT #3, #357 of #5
slope of wet storage sides
2:1
weir length (ft) (6xDA)
4.0
dry storage:
bottom of trap elevation (ft)
574
dry storage required (cy) (67*DA)
44.9
bottom trap dimensions:
18X12
crest of stone weir
579.0
top of dam elevation (ft)
580
dry storage provided at this elevation (cy)
66.7
top width of dam (ft)
3
slope of dry storage sides
2:1
top trap dimensions
40X36
(H)
SEDIMENT TRAP #1
No Scale
Sediment Trap design
drainage area (acres) (<3)
0.65
,' VARwaLE
trap volumes:
ORIGINAL CREST OF STONE WEIR*M-AX.
elevation(ft) area (sf)
volume(cy)
GROUND
492.71566
ELEV.565
735.16
22.7
DRY STORAGE
N VARIABLE567
1002.73
32.2
568 1295.44
42.6
569 1613.28
53.9
WET STORAGE
(EXCAVATED)
FLTER CLOTH ORIGINAL
151.3
OUND
1 G ELELE7V.
•SEE PLATE 3.13-1
COARSE AGGREGATE" CLASS I RIPRA.P
wet storage:
wet storage required (cy) (67*DA)
43.6
bottom of stone weir (ft)
567.0
wet storage provided at this elevation (cy)
54.9
**coarse aggregate shall
be V DOT #3, #357 of #5
slope of wet storage sides
2:1
weir length (ft) (6xDA)
3.9
dry storage:
bottom of trap elevation (ft)
565
dry storage required (cy) (67*DA)
43.6
bottom trap dimensions:
50x10
crest of stone weir
569.0
top of dam elevation (ft)
570
dry storage provided at this elevation (cy)
96.4
top width of dam (ft)
2.5
slope of dry storage sides
2:1
top trap dimensions
66x26
(a)
SEDIMENT TRAP #2
No Scale
Sediment Basin design
drainage area (acres)
9.3
basin volumes:
DESIGN HIGH WATER
elevation (ft) contour
area (sf)
volume(cy)
(25-YR. STORM ELEV.) MIN. 2.f 0
527
5404
o.s' MIN. T.o•
MIN. 0
528
6369
218.0
6DRY
528.5
6873.93
122.E
' Y STORAGE
529
7392
254.8
RISER CREST
530
8470
293.7
87 C.Y. AC.
' 'IV ' sro�cE
DEWATERING
DEVICE
531
9606
334.7
532
10798
377.9
SEDIMENT CLEANOUT POINT
533
12046
423.0
534
13351
470.3
534.2
13619
99.9
535
14712
419.7
536
16131
571.2
537
17605
624.7
538
19136
680.4
539
20724
738.1
540
22368
798.0
wet storage:
wet storage required (cy) (67*DA)
623.1
design high water
533.9
dewatering orifice elevation (ft)
530.0
top of dam (ft)
540.0
wet storage provided at this elevation
(cy)
889.2
top width of dam (ft)
8.0
required volume before cleanout (cy)
(33*DA)
306.9
bottom of basin (ft)
527.0
available volume before cleanout (cy)
340.6
approx. bottom dimensions:
50'x124'
cleanout elevation (ft)
528.5
upstream face slope:
3:1
distance from cleanout to orifice (ft) (> 1')
1.5
downstream face slope:
3:1
dry storage:
dry storage required (cy) (67*DA)
623.1
baffles:
NO
principle spillway crest (ft)
534.2
length of flow, L (ft)
0
dry storage provided at this elevation
(cy)
1705.8
effective width, We (ft)
0
diameter of dewatering orifice (in)
3.0
L / We (baffles required if > 2)
0.0
diameter of flexible tubing (in) (orifice+2")
5.0
collars:
NO
runoff. (see Routing in calc. book)
depth of water at spillway crest (ft)
0
C (use 0.45 for bare earth)
0.45
slope of upstream face (Z 1)
0
tc (min)
19.8
slope of barrel (Sb)
0
1 2yr 2.9
Q 2yr
11.9
length of barrel in saturated zone (Ls)
0
1 25yr 4.8
Q 25yr
20.1
number collars required
0
dimension of collars
0
principle spillway:
available head (ft)
6.1
emergency spillway:
NO
diameter riser (in)
60
bottom width (ft)
0
diameter trash rack (in)
60
slope of exist channel (ft/ft)
0
barrel length (ft)
435
length of exit channel (ft)
0
diameter of barrel (in)
21
crest of spillway (ft)
0
barrel inv. in elevation (ft)
521
barrel inv. out elevation (ft)
485
SEDIMENT BASIN (PHASE 1
No Scale
,Yx op`�
F-f
Lie. No. 31371
� S'10NAL f�/j
M E
O 0
� v
N �
N �
> E
LUG' E
+�
~ U 3
< LL o
0 LL
L
LU O rO
CY LU L M
<<JUOo
wJ-Ln
Hi
C 7 LU N �
0 3x
Ln
� oJC 6
LL
0< _"t
U)= = CN U � LLr)
< -
CLn
O N
N �
>- M
L1 �
CO J
1p �
U)
0
(D
M
0
0
w
w
U
a
z
0
0
(A
Z
0
FM
�I
W Lll
0
a O O
p O O
U U
Z � �
O
U) CL CL
o0
W U0
j
W W
am O)
Uj
� � N
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE
N/A
J
Q
I --I
V 1 U0
O
= a
z w
O
H� 06
LU
0
z
m < J
IJJ �
� Z!o
LUO
_ J U
_jLU
mw
J
a
W
i
'/^•� w
'V l U)
V 1
016
Q z
0
O
U 0
z w
W
\Q
D
JOB NO.
43266
SHEET NO.
C3.2
�a
50
-0Q�
CL
2 Z
0)o
f2
og
c -
T �
@ O
E�
(D
U)
oN
a o
0'
C� 3
Z N
o�
�Q
� x
o w
0
Qw
o .3
0.m
(D
� Y
fn �
7 N
X _
O O
O U
L i
�N
M
o
0
E
U �
m
�U 7;
0 O
N .o
N U
a 2
O N
O O
N O
C U
@ O
Qw
(D-a
'm
O
LL
m
c
c
Q
Q
rn
rn
0
N
00
c
0
0
a
EROSION CONTROL LEGEND / // / // ' // ,' ,' '� ,'% /'/ ',' /' i _'_ - - - - — J'_ \ // / - --_-_-_-_- - - - .'� ' �// / / �' //�// ' // // �� / '` - - - �,� _ _ - - - -
LIMITS OF CLEARING AND GRADING �� %]
DRAINAGE DIVIDE - / �' ,' / // / / / , / , �// / /, �� / // / ----- __----- -- - / / ///, h// /, // ' fl -530--
SOIL AREA DIVIDE - / / /
r _J
SAF SAF SAFETY FENCE 3.01 / /-STEE='550 PES---, --- ,- r; F--r
I Cl
e. No, 31371
�\ /
CE CONSTRUCTION ENTRANCE 3.02 / / ,' / / ' / / / / , / / / , / ,� / / / / / /'/ / / / / /' / ,' , / / ' - i �� ! - / / / / /r / /� ? / ' ' /' - 3� -J �� 2 - -
_ _ � �S�6kv�D o
/ / / / , / / _ - --- -_-- / / assIONAL
SF SILT FENCE 3.05�� �\ \\
—1
OSSF SUPER SILT FENCE 3.05 / / / / ' y' / / , -! _ _ , \ 1 \ \�_
' // '/ / /,'/ / / / // / //ice'/' i� �--------------- \\\ \\ \� 06
IP INLET PROTECTION 3.07 , // /�� {'- I - - -- ----------_ _-------___ _ Qo
CO Lu
CIP ® CULVERT INLET PROTECTION 3.08 / / // \ / / / , / / // / / / / '/' / /!' ��` /' h / / / / / / �� - - _ - - _ - _ - - \ ` \ \ ` \ \ \ \ \ ` \ \ \ \ ` , - _ WETLANDS - \ \\ \ / I , / , ~ W
, N Q LLI�-
' / ' / 3 '/'/ '' X� / / // , /// I / '--- �-_ _ `---\ `\\ \ \ ` \ `\\\ \ \ ` \ ` \\ \$ --- \ \ \ / / / / ' / /' C��S a CwLL
0 (0 _4 Z Z
DD DIVERSION DIKE 3.09 ' ' / 0� \ _ - _ ` 4 /
/ / / / / / 5 �y / / �� - -� - - - - �0 STREAIbtBf/�FFEi?\ \ \ �\ ` �'`\ ��\ \ \ \ / / / ' I / / ,' / a _j U oo z
/ / / / 1 \
ST SEDIMENT TRAP 3.13 / / / \ / �/ / / / f / , / ,s - - \ \ \ \ sOI L\TyY-�E: \ - y / / > N L
SEDIMENT BASIN 3.14 / / / /' '/ - - - - \ \ \ acO\\ \ \\ \ \\ \\\` \\ �. \ \ \ \ , \ \ , \ \ \ \L� // /' // / / / / ~ x cUi> > >
SB //%%~/ ' �% / , // ' /�„ SEDIMENT TRAP \ \\ \ `s\\\\\\\\ \\\ \\\\ // // / / '/ Q� 3X w ZZ
y - - PHASE 1 DRAINAGE AREA = 0.65 AC \ \ \ \ \ \ \ \ o \ \ \ \ \ ` _ , \ \ \ \ / / / �, / oc �; '� o O O
\c_----
/ \ \ / / r] Q U U
SPRIG V�
�, _ - PHASE 2 DRAINAGE AREA = 0.65 AC \ \ ` \ \ \ ` ` \ \ / / ' / / 5� ' ' x c ram., z
�QO STR�AM\BUFFEh
OP y y- -- \ \ \ \ \ /
/ \ \ ` / 5
OUTLET PROTECTION 3.18 / / ' �/ \\ \ \ \ \ \ ' / / ' / = V Lr)i - W W
y y TOTAL STORAGE REQUIRED: 87 CY � � \ \ \ \
� � - -,V-IV _ _ _ _ \ TOTAL STORAGE PROVIDED: 151 CY \ \ \ \ \ ` \ \ \ ` ` \ \ \ ` ` / / / TP / , I / c
iVVIRE AENGE y '� y y S y - - ` f- / / \ \ \ \ ` \ \ \ ` \ \ \ \ \ \ / / D ' i [V > Q Q
/ \ \ \ �• / / / / / / / � w y / y - _ , , \ \ TOP OF DAM ELEVATION: 570.00 \ \ \ \�\ \ \ /
CHECK DAM 3.20 / ' ' / ' / '� y y
CD y y X ti ti
/ / / EMERGENCY SPILLWAY \ \ '� I \ \ \ i I �% / / /
CLASS Al RIPRAP
TEMPORARY SEEDING 3.31SIF \ \ \ \ \ \ \ / �/ / CID/ / , / 'o'
/ \ \ \ \ \ \ TP
U)
PS PERMANENT SEEDING 3.32 VVE'%LANdS ' -ar 1y/_ - -IV- - _ _ _ - ' TP \ \ \ 1 \ ' \ \ \ \ \ / / / / 5
O , - �� \ \ / / / / / 55 �
yam' y / y 56`'- _ ' _ \ \ \ \ \ \ \\ \ \\ \ \ \\ \\ \ 1 1 \ I / \ ' I,' / O
MU MULCHING 3.35 , / / / / / %/�- - - - _ _ _ — SF �P - ' ` \ \ \\ \ \ \\ \ \\ \ \ \ \ \ 1 , \ \ \ \ �' / / / / ,' �' O
TP TP TREE PRESERVATION FENCE 3.38 / , // _ _ _ _ _ - - - _ _ _ _ - - ' _ _ / _ - - - - CD \ \ \ \ \ \ \ \ \ \ \ / / / / i
1 DID
Lu
DC DUST CONTROL 3.39 / .'�i /_ _ _SOIL 1PE: - / '/ / // ^ TP 1 ' \ \ \ \ \� \ \ \ \ \ \ \ \ \ I \ \ /�` / / / ' i = Q
1 \ \ \ \ \ \ \ \ \) ✓ L bc L \ \ / / / /' / / /' / / / U to \ N
47C—
AREAS STEEPER THAN 3:1 TO BE - TOTAL LIMITS OF , ' ' f / �` \ \ \ \ \ \ I ` .y .y y / / O
B/M STABILIZED WITH STABILIZATION 3.36 - - _ _ _ - DISTURBANCE = 8.11 ACRES - _ - - - �,s� ( - \ \\ \\ \ \ \ ` \ _ _ _ - - _ _ _ - - - ` \ \ ` \ \ \ \ \ \ \ \ \\ \ \\ \\ \I I I I cro \.t.v�`�• /' / / / / / / / / /' �n DATE
BLANKET _ - - _ - -__- ' S\ \ \ \ DID \ `\ `\f \ \\ \ \\ `\ \\ \ \ \\ \ \ I I I 4- \�' / / ' / ' ' / / / / / / �
0 51612019
* _ _ i DID \ \ \ \ \ \ ` \ - ' ' _ _ - - - ` \ ` \ \ \ \ \ \ 1 \ 1 1 I 1 1 I \ / / /' / / / / �I ' ' ' DRAWN BY
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER � � _ _ _ - / _ _ _ _ _ _ _- _ _ _ _ _ � _ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 1 - \ \ / / / / / / / / / /
- = - _ - '� \ \ \ \ \ iNIR�FENCE 1 I
S�0 \ \ \ \ \ \ 1 1 1 \ / / / / , / / I / - �Z. DAHL
SEDIMENT TRAP #1 ,' , ' - �_ -580 _ ; ; =- _ - _ _ \ \ \ \ \ \ ` ` \ / _ \ \ \ \ \ \ \ 1 1 I I 1 CD 1 1 \ \ / / / / / / / r / DESIGNED BY
PHASE 1 DRAINAGE AREA = 0.64 AC _ _ _ - ' �/ 'ice �;% _ - - - - = _�� 1�i 1 I I \ ` \ \ \ \ \ \ \ - \\ \ \ 1 1 1 \I 1 I I I 1 \ �� /' /'
PHASE 2 DRAINAGE AREA = 0.64 AC /�'i' !'� % ' _ _ ; 590 = �� — \ I I I \ \ \ \ \ I \ \ \ I I I I I I I I - - _ - ' / / / /
---- �_ I / A.ALLISON
TOTAL STORAGE REQUIRED: 89.8 CY � / / , ,/ / � � ; ! _ _ � _ ; _ _ _ j , /, _ � _ _ � / // I I I I I III I
/ / / , ,/ / �� i - - - - _--� - �- / O/ \ \ \ \ _ - \ \ \ 1 I I I 1 I I I I I I /----' // //, / / I / , • CHECKED BY
TOTAL STORAGE PROVIDED: 114.80 CY /, / / , , - - - _ _ _ _ �� - _BR,E/ /� / / /, 1 1 1 DC \ \ \ \
TOP OF DAM ELEVATION: 580.00 / i ,',�'i , SF _ _ _ _ - - blvj E%_ / / / /�b / TS ` \ - \ I ' I / - ' ' / / \ \ 1 I / / / / / /
-- ///h// \ \� ` � \ `_ \ \ � I I I I I I I I I I I I /,a;, /--- �� / / � // / , J.HASH
� / / / 5 ,so
SCALE ,
40
\ \ S l l 1 / I �
\ - - - - - - - \ \ X I / I / 1 / / / /
AINAG'E I I z /
EMERGENCY SPILLWAY \ \ � � � � / \ \
��� _ _ \ \ s _ \ I I I SF \ _ - - _ - _ - 0 -V / / \ cQ \ DIVIDE \ _ I /
CLASS Al RIPRAP 59; A_41 / \ \ o
DD\\\ - '= -'�` ��_ \ \\ \\ 'Lu
\� `\ \ \\ \\ ��------------ `\ \ 'I I I I ' /l Il / I r,l I 1 I /l / /' / /// /'
_-____� _ // Ib
' SF \ \ ` \ \ �\ \ \ \ \ \ \ _ _ I I y / /
\ \ ` I I I iy
\ \ "\ ` ------ `\ \\ 1 I I I ' I 1 ► I I I I I I I ,' / ,' ,' / /// // '/ / W - /OIL ICE`:'' �J)
ST1 \ \ I / `` `\ y \\My.,OUT1,57RCP\ -- `\ // //
/ \ \ EL�V 579:77' - \ _ - I I I I / / / , / 1 O rl
DRAINAGE �`_\\ ' `\ �\ �\ \\ �\ ��// i� -- - - ----- - ---
\ I 1 I I I I 1 1 I I I I I I / , // / / / / / �w/� ,7 -
cS I DIVIDE / ' \ ` ` \ / / /I \ \ \ \ I 1 1 ' 1 I I 1 h ► I I I I I , / , / / / / / / / v J I - - - w
\ `\ `\, ✓�� `\\ \I I , 11 I I / /, ,'
_ S F �' I / / /� , � ' / / / / \ X \ - - \ \ \ 1 1 1 I 1 1 1 1 I 1 1 1 \ \ I ,' / /' , / I -0)
/ _ - - - - \ \ \ I I I kl 1 , W > I Q
// \\ \\ s��\\ \ \ I I 1 I 'I I 1 I I I 1 1 1 \ 1 1 \ I //// ,/ 7 x -570 nr
/ / ��\� ANE IS
I III I 1 1 I 1 \ 1 I \ y I_ -- --
,/ // / I ME.pINE� ' \// z
O x`
\L N -t- -\ I
TP
y
\ ' / / 41 \ \ \ \ \ \ /NK IN 15")R.rrP \ ` \ \ \ ` I I I I I I I I V I I I I I I ' 1 / ' / / / / / / / Q O
� D �\_ - \ \\ \ , / \ Xl�l I I I I I I I ► I I , , / / >
AI'll/ ♦ EL \ \ I
--' . - DID vELRO� I / ////�
A ` \ s `� ` \ I I I I I I I I / r
r"I .#90- \ \ \ �s\ \ / / I I I I I I I kl I I I I / / / / / / / / �� �� D TT
\ I I / / / / / / Lu Z Z
I I - WIRE FENCE I I I/ I I I �
Lu
� / / /' ♦�' - /' \ 1 \ ` \ \\ \ ,/ SOIL YPE: / / I I I I 1/I , I I I I I I I / / / /' ► I , / / , ,' II / \ S� �/ ° U
/ / / / ♦ - - / ' \ ` \ ` / 94 B / / / / / / / ' ' I �I/ I I I I I I I I I I / ► I I I / / / �1 S L.L w L
�� __ _� //--- I \ ` \ \ \\ l , / / / ' ' I I / I I I I I I I I / / // , ' I I I 1/ // / I J r
I I I I I I I I ��' / / / I I I J / / = Q
Lu
00
\ \ T ('.goo _-
SIF
\ '// / //-
41 Lu
CE 586'-------- - -- - - - - - N29°9825"E 6 '// / \ \`\�/�/ / // // / ,' // // /l / l I I I I / ,' �' / // ,' / / / Lu
\ \ -- -- __ _ _ - 2_ / I
\ ` \ DC 4 _--- _ _ _ -585 - - - DC / �- -r - I -I I // , �/ / / , / / /' - - - -- �
\ ` \ ` -58$- TS 582 SF _ _ _ — — — — — — — — — — — — — — _ — — — — TS J/ / / /) / // 1, 1/ / /I/ // // I / /' / _ / /' / /— // // ,' / / /' / / — Z I►41 W
566-' DC
r-- -- - - - - -- --- _--------- /
\ \ \ ' _ _ V ' — — — — — — —�� — — / SF I 1 _ / /5'70� / / / / 4 ' /
I//7� — — 580 I —I
ROAD IMPROVEMENT BY _ — — ,/ ; , °
w \ — _ + \I, _ _ — OTHERS. SEE DRAWINGS _- — — — — — T ' \ 1 —' ' — \ _ -f —f —� ' w
\ \ IP - - - — /
/ S ,_ U
W —TITLED "UVA RESEARCH-------W— --- ---5 ------ SAN s S SN,� // SAN/SAN / z
4 4.. \• ,a PARK LOOP ROAD" _ — _ — — — — — — w _ , \ <— —' — �� \ \ l I /I IP ,� _ / w w
--------------
/- _ _ _ _ _ _•d- —UFO - - ° v
\ ` 57 _ .-
\ - - - \ \ \\ \ � • / / l 4 11 l
\ /
F4 A
568 '� >
7.6_ - - --___ - / -� / / / / NP JOB NO.
\ \ \ \\ \ \ STORM INLET WIG - - ` \ \ Z Icl) 1% `/� \ �8_` __ , \ , _ _ _ - - - - /\ / / / / ' / // // // SCALE 1 "=30' 43266
2.5'X2.5' `\ I /c / / / �\/ ___-_---_-_ / / /
NOR SHEET NO.
TOPELEV.=572.56' `\ I o ' / I ♦ \ --- _ - - - - -_ ,
INV. OUT=569.96' 98" RCP \ ` \ I I/ / I I ` , , _ _ _ _ 580 - _ _ _ , ; \ ' / / l 0 30 60 C3.3
�a
�O
-0Q�
O (D
CU)
z
mO
f2
02
T �
m o
-_
�(D
m U)
a o
0°
C� 3
Z N
O m
2 Q
X
H O
ow
0
Qw
°�
c
Y
fn �
�N
X
m o
O U
� 0
m
o
�o
m
E -0
Uc
m
'0-0
.2-0
m z
U
O
w o
CA
m U
-0
c N
m
N o
C U
m
0-0
(Da
L
(1)
.m
c
0
LIL
c
r_
Q
2
Q
v
rn
rn
0
cli
-
0
a;
0
d
l 11
l l / I I / l / l l / / / / / / / / / / / / % I 1 ( // / / // / / / / / / _ / _ — _ , \ i \11 \ \ \ \ \ \
l l l / l / / / / / I I�I // / _ — _— ___---- _-- —------_ --- —---__----- — __ \— 11 \ \\ 11 \\\ — \ \ \ \\ \ \\ \ \ \\ �T
/ / / / / / / / / / // / / / / I / / / / —_ — — `� — \ \ \ \ \ \ \ 1 \ \ \ \\ \ \ \\ \ \ \ \ \
/ l / / l / / l l l // ////r// ////// JI // // / / // \ / /� _ — — —— ___------ — — — --_——— -�— —_- ��_ ——\,-\\\`\\\`\\\`\ \ I\\ \\ \ \ \ \\\ \\\\\\\\\\`\ 1\
- -� \ \ Li P
/ / / / / / / / 1 / / / // _ - - / - \ 1 _ - - �\ \ \ \ \\ \ \ \ \ \ \ \ \ 11
I I / l / I / / / / / / / / / / / r / / 11 - _ - � _ ' - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - \ - - - - - -\ \ ` "�,
\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \
/ / / / , / // / / / / , // / / / / / /,// / ' _ _- - ---- -- ----- --- � _-- ---- - \ \ \ \\ 1, \ \ \\ \ �\ - \ \ \ \ \ `\ `\\\ \ \ \11
1 / I I / / / / / / / / / / / / / � - - - - - - - - - - - - - - - - - _ - - - - \ \ \\ \ \ \
I / I I I / / / / / / / / // / // / / -- _------- ------ _ ___- � --\\ \\ \ \ \\\\\ \\ \\ \ \\ \ \ \--- \ \\\\- \ \\ \\ \\AS I I ' I 1 / I I ( I ////�///////'////'''///'//' ///�//// /''/ /' /�- -_-----��--��-/ -- _-_---\-\\\\\\\\ \\\\\\\\\\\\\ �\ ------_\\ \_\\\ 11 \ \\\ �_, l�e
\ / 11
I I I \ 7 I I I 1 / / / ' ''// /// / / / ,// / / , / ' ' / %/ /'// / /' _ _ ___--------- _----_--- —'-------__ \ --- — - \ \ \ \ \ \\ \ \ \ \ \ \ `\ '— — — — — —— —\ \ \ \ ` \ ` \ \\_
_ _ \ \ \ \ \ \ \ \ \
/ // / / / — —\ ---- — \ \ \ \ \ \ \ \ \ -- \\ \ \ \ \ \ —
I / / / / / , / / / / t /r � i- \ - \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \
\ I I 1 I / / / / / / / / / / // // // / / \ / / / / / / - - — _ - \ _ _ - _ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ \ \ \ - 0
I I I \ \ \ I l 1 / / / /, /, ,/�- / - / / ,------ - -- ------ \ \ \ \ \ \ \ r- \
M I I I 1 I / / / / // / / / / / / \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ -\-_ \ \ \
I 1 I I \ \ \ `-,. I I I I I I I I I I I I // // / / / / // , / // j / // �j /r / /' // /' /'' / - - -_ - - - - -- ---- — ----___________ ____ \ \ \ \ \ \ \ ` \ \ ` \\ \ \\\\ \ \\ \ \ \ \ \� \ - \ \ \\ \ --- �'SS G�
I I \ I I I I I I I I I�/ / / /// / / // / / / / / ' / _ / — ---- _ — \ — - \ \ \ \ \\ \\\ \ \ \ \ \\ 1 —;__— \ - \ --- — O L
1 I I \ I I I I / — — — — — \ \ \ \ \ \ . \ —
/ / _ - \ \ \ \ \ \ \ \ 1 \
_ \ EDGE OF STREAM. CONTRACTOR 1 / \ \
I 1 1 U I I I I I I i/ / /// / _ _
1 1 I 1 \ \ I I I I I 1 \ \ I I I \ / i / // / / /// / -� ' / / ' / '/ / / _--------- \ -- -- ---- - -_ -- \ \ \ \ \ ` -
1 \ \ I I 1 \ I I I I I I, I I I / / / / / / / /I / / ,' / / / / �' / / / / - - - _ _ _ \ - � - - - - - - - - - - \ \ ` ` \ \\ \ ` \ SHALL NOT IMPACT EXISTING STREAM. \ \ �//\,
\ -I 1 1 \\ I I I I I I I I I I I / / I/ I I / /, / / -- -- \ _ ---- - _ \ \ \ \ \ \ \ \ .-
I I III / / / / / / / / / _ / / / / / , /, -- - _ _ - - _ _ � - - _ - - - - - - \ \ \ \ \ \ \ \ 1 � \ \ \ ` 1\ \ \ \ \ \ \ \ \ 1 / / \ \ \ rn\ \ � \ \ 1 \\ \\ \
I \ I I I I I I I I / I , / / / / /' /' /' - - - - — - 11 - \ \ `\ N.
I \ \ 11 \ ~ \ o 0
I I I I III I I I I I / / I � / / � / / - - - � - - \ / 1 � � I \ \ \ SF / \ \
I \ I I I I I I I I I I 1 I l l / /// / / / / - \ I I I \\ \ ` v
W I I I I I I // / _ _ - __ I I 1 __
\ I / r _ _ \ \ \ I f / I 1 \ \
II I I\ 1 1 \\ \\ , I "t I I I I II II II I�I11 111 III / / / / / /// ��'/ // / / '/ / / '/ / / /'//^/ - - - -- - - -- � �\ ` � \ \ \ \ \ I ` \ I ( / I I I II \,\ \\ \ 11 _ Nc
I I \ I 1� \ 1 I I W I I I I I II II II I II I/ l l / / l / /// // / / / -1 / ' ' / / '/// / //'/ / \ \ -_ ---- - - - -- - - \ \\ \ \ �\ \ I \l \ \ I \\ \ \ \ \ TP OP \ i \ E
1 N. I I I I I I 1 I l 1 / l / ' / / / / ' / / ' / / / \ - _ _ \ \ \ \ \ \ I � \ � \ ` \ 1 � \ \ \ 1 � \\\ / = _-- \ Q o
I I \ \ 1 = I I I I I I I I I I 1 1 / l l / / / / /� /// 11, / , / , / / / / / / ` \ - - - \ \ \ I \ -
I I \ \ I I I I I II I I// 11 l I l / / /// /// / / '/-� ' / ' / / / / / _--- -___-- - \ \ \ \ I I I \ \ 1 \ , 1 1 \ \ � -�'
\ \ \ \ ( \ \ \ \ \ \ \ \ \ \ O \\ w ai E
\ I I I I III I I I /// / / / / / / _-- --- - - � \ \ \ _ \ \ \ I \ I \ \ I 1 \ \ ) / \ \ \\ �\ =W
_ - ( I I I - \ 1,1 AVIGDIA. IP ---
I \ 1 I I I 1 I I I I / /// // .,� / / / �l / / / / / / - \ \ \ N. I I I \ I \ \ .- _ ~ c� `i \ I I I I I III III I / / / ,///// ' /f, ' / / / / -- \ - \\ \ I I I I I \ Q 100 \ - ��!
I\ \ \\ \ \ I I I I I I I I I I I I I I / / / / / / _ - - - - - _ - _ _ \ ` \ \ \ \ I J Q 3
\ W I I I I / / // ///, / / l/ /i / / / / I 1 / I _ _ - \ - \ \ \ \ \ \ \ \ 1 I I I \ ow LI\
I I III 1 1 I // \ \ \
\ \ \ \ 1 1 I I I I I I I I I I III I 1 / / / //j / / / c. / / / I - - - _ - � I I 1 _ 1 I I I I \ I / \ o I- I-
\ \ \ \ 1 I I I I I I, II I I I // / // ///r / //// /// I 1 ,---- --- \\ `\ �\ -\ \ _\ \ \ 1 I I I I I I I / \ QJLJ� z ZZ
- \ \ \ \ \ \ I 1 \ I 1 I I , I 101 \ \ CLASS I \ \ w O m W W
I I I I I I I / // \ / / / / I I I / — _ \ / /_ \ I I
\ \ I I I 1 1 1 1 11 I I / // / ' /' ' / / I / _ — _ — \\ \\ \\ \ \ / \ \ 1 \\ I I I II I 1 102 � \ a W
I I I III I I I / / / / I I \ I\ I \ WIDTH 1= 5. \
I \ \ \ 1 I I I I I I I I 1 I I 1 I I I / / / / / / / / / / / / / / / - - - - - \ ` \ N. \ ) t - \ \ I \ I I I ► SF 103 \ ` WIDTH 2 = 23.75' \ - w " - u) O
\ I I I I I I / //
\ I I I I / / / / --- - \ \ \ \ \ \ 1 \ \ \ I \ - i>oN I
1 \ � \ I I I 1 I I I I 1(II I I1I11i 1 1 1 / / // / / / / / / /,_ - \ \ \ ` ` ` \ \ \ I I I I I \ NGTH=22 \ � oo) OUOU
1 \ \11 I I I // / / / ' / / / / / / / / / - _ - \ \ \ \ \ \ \ \ \ ` I \ I I 1 I I I 1 - --� \ \ \ \ Lu a
I \ \ I I I I I I 1 \ 1 /� / / / / / / - \ \ \ \ \ I I I I \ \ \ D PTH=2.0 wM
1 / / / - \ \ \ \ cD W
\ \I I i I \ 1 1\ I I I I I // / / ' / ' - - -\'-- - \ \ \ \\ \ \\ \ I - - 1 1 /// I --- -_---- -- \ \ \ \ �O x \ 1 I I I I W I I III , I III 1 I 1 I I ( I I I I / / / / / / / / / / / / / / / / - \ i / I \ I 1 / / 1 I I I 1 I I p - \ \ \ \ \ ` ` z ~ - U Z Z
\ \ \ \ I I I I I I I I I I I I I IIIII1j11I111 I //// �' - - -- // ,/ /' // /' / , I /' / /' / / //� - - t\ \ ` \ I I / / / 1 I ---- - - - -_\ \ \\\\ \ \\\� \ sir 6 0 OO
1 \ 11 I I \ \ I I I I I I 1 I I I I I I IIIII 1III 11 �j�/ / /' / / / / , / / / / / \ \ � - \ \ \ \ \ \ \ \ 1 \ I \_�0�---------_ \ \ \
1 \ I \ \ I I J I I I \,I I I 1I / I1 //// ,/ /-- _/ /, / // / , / , / , / �� 1 \ 1 \ \\( \ I I 1 / — -- \ \ \ \\ \ \\\ \ \ >
I I 1 II I / / / / / , / , / / / / / / / - \ - \ 1 I \ I 1 1 I l \ \ \ 0 = o � U U
1 I 1 I I // - / / / __-- \ - \ \ 1 \ - --� - \ \ \ \ \ \ I I =V Li
W W
I / / / / / / ,/ / / / - �\ \ \ \ \ \ I \ \ \ \ \ \ 1 \ \ \ ` \ \ \ 1 a' O
I I I 1 I I 1 / I I 1 I / / 1 I / 1 _ _ _ - - / / / / / - - \ \ � 1 I / / - - - \
I l I / / / / / / / / / \ \ - \ \ - - - - - - \ \ a a
I _ / _ \ \ I I _ \ \ \ \ �
1 / l 1 I /1 / _ / / / / / / -\ \ I \ 1 \ \ \ _ \ \ \ / c
II I i I I 1 / / / l / 11 l/ I/lIII II//l / / — / / / / / / ' / / / / % -- ---- - - \ \ \ \ \ 1 \ \ \ I I 1 / 1- - -- \ \ \ N. \\ \ //r t orn LuLu
\ \ 1 \ \ i . - \ \ \ \ 1
- / \ / / _ - - \ \ \ \ \ \ - \ a m
/ / r, / / / / / // / // / / I / / , / /, / / / / / / / \ -Sq - � 1 \ \� \ \ \ / cn w
I / , V / / /// /// /l l / _ _ - - - - / ' / / ' .11 / ' 11 / / - - O - \ ` \ \ \ 1 \ I I I 1 I I I / - - _ - - \ \ \ \ \ \ \ \ 1 \ L rn ti ti
1 I I / / / / / / /// // // / /I I __ / / // / / / / -- /-- - \\ \ \ 1 / / / _- � � — \ \ \ \ \ \ / __ a
I I I / / // / / / / / / � // / / / - - - - - ' ' / / / / / / / / / / /' - - \ - \ /_ ` _ \ \ I I . / / \ / - � - - \ \ \ \ \ \ \ \ - - \ \ \ � � / / \ / / / / / \ \ \ l \ \ I 1 \ \ — \ \ \
/ / / / / / \ - �� \ \ \ \ --- \
I / / / / / / / / / /I \ \ I / / N. \ \
/// / ---- , / / �' / - \ \, S,f I \ \ \ \ / l l �l / I / \ \ \ \ 1 \ \---
1 / / / / / / / / / / / / I / r / / (V \ \ 1 \ / / 1 1 � \ 1
/ I / / / / / / I / _ / / / / / _
/ / / / / / / / / / _ _ / / / - A _ \ \ \ 1 \
/ / / 1 / / / O /// I /'� / / / \ \ \ ` SF / / / 1 .� / / /- -�\ \ \ \ \ \ ) 1 - \ \
1 / / / / J // '/I i�//)-/ I I/ // / / / //'/ / /'/ / / /' d f — \ \ �- \ \ \ \ \ \ \ \ \ I � I /I / / / / __ \ \ I I 1 \1 -_-\ `\`� vi
/ / / / / / / / /// //%// / h // I ( \\ _/ ---' / �/ / / / / / / \ \ -\\ \ ` \ \ I I, \ / / \ \ \ I \ \ 1 __ \ \
/ , / / / / / \ \ \ I \ / / / I I I \ �
// / / r / / �// / /) / // / / // / / / \ , - _ � // // // / - S \ \ \ \ TP 1 I \ \-- �/ \\ \ I I I I 1 ( , \ I I _ . \ O
' / / / /, // / / / // / /4j / /' / / - / / / / , // / - \ \ \ \\ \ J� p ( I 1 \ \ 1 I I / - \
/ � / / / / / // // / / / / / '' // / / / <,v / / / — / / / / '/ / / \ ` \ \ I I \I I I , I \ \ / I / /
/ / / / / / r// / / / / / / _—' // /' /' / / / ' ' ' \ \ \ TP I I I \ l \\ I 1 \ \ — —— \ \ CD
. le
106
/ /' /� / / / / /�'/ / /// / / / / / // ,i' _ \ / - - - /' I \\I ,' / / / /' / / / / /' / \ \ \ ` _ - - - -- _ \
i _ / / / // / / / - 1 / / / // / / � �' ay 1\ TIP \\ \ \ \ \ A \ \ 1 \ 1 1 1 1 I I I I \ \ ` // / / -/% I- / I I I I / \\\\11-- _ - -- ~
/ / / / / / / _-------- / / / / / / \ \ \ \ 1 1 / I ( / —_ - w rn
�, �/ ,/ ////// // / / / I/ _J" __---___-,- /_� / / ' // / / \ \ \ I I 1 \ \ I I II \\ \ / / / - / / I / / \ — -' -� > w ~I
- // / / / / / / / / / ` \ \ ` I 1 I I 1 \ / / \ /j / \ \ \ \ \ / w \ IN
<_/! , - /r // /,�/ / // I / _--- _ _ — �,--' /', /' /' /',C, / // \ \ \ SF I I 1 I I , \ \ / / \ \ _ rn
/ ) / - - - i / / \ \ \ IN
' _ '� /'/ // / /'��/ ', '// / �/ � -530� � — _ _ _ - / , / / �4" / \ \ \ I I 1 I I I , \ I / ' / \ \ \ 1 _�-: / N( � I I I 1 I \ / // \ \ \ � \ v 0 \\—/ / / / /r / / / I / � __-- _ / / / '`� / \ \ \ � I I I I I I I 1 I I \ t ,,/ // \ \ \ \ \ �' Q�ti1///r ' / I t _- _--- / / / ' / /�� I 1 I I I I I I I I I \ 1 \ / 1 \\ I 1 \ 1 � _ - _-'
// /' // I / /'// // /' I r r - - - �A _ - _ _ _ ' / / / /' / '' / p \\ \\ \\ I /���\ TOiAL LIMITS OF I I 1 1 I I \\ / / / / - \ I/ \ \ I 1 I \I \ - - , ' — -�� DATE
/ / h / / / - - - - - 1 / \ \ I l _ - - - - _ / - -
- / ' /'/ //I / / nj / / / _ -� - - - __ / / / , / / \ I I rl l I I I 1 \ \ \ \ i / \ I \ 1 1 \� - - - - >
�- �'/'/'//// //' / / / / /'� \--- — — — _� / / ' ' / v' I I I I I \ -' /' -- - 1 1 \ \ /' i' ---
/ / h / / / I / ,/ / / cS Q \ \ DISTURBANCE = 8.11 ACRES I t \
--- �/' / f� / / __ - \ I � ----- - _/ / r // / c5\ \ / \ \ I I / l / 1 I I I 1 / I \ , I , \ \ I / - = 5/6/2019
_----_-_��/ s7f ,ZOP�S/ _/ // �- ,.j � ! __- _ , / / i / / cS 108 ` I ( / I / / / / I I 1 I I \` _- \ I \ \ \ \ \�\ / ---- 0
----- — � '//(Pf,'ES�6f�V�Dr //� � �/ j _�' 1 /_ - -- --- _ ---- -� / / / l I \ ) / / / I 1 I \ - / I - \ / i — >
_ _ / / s`o 0 SF \ I\ I I I / / l / I l / / / I / I 1 \ /, \ - `, 1 ) ` \ \ \ � - i � � DRAWN BY
- - - _ -_ / / / / / / / ' - / " - - - / - - _ _ - - - - - - - - � S _ i / / N� I I I I I / / / // -/ J I I I I _ — \ ` \ \ \ \ \ , \ \ \ / / ' / ' - - / _- - - ' _ Z. DAHL
/ — -- —— �_ 4' // i — — / / / 1 I l l / / _— \ \' / / — — — —' — DESIGNED BY
— — = \ / / / _ — — / r\i/ ' / ' � —� — — _ / r )/, / ' .1 \ 109 \ I I 1 \ / I \/ / / / / I I I I \ \ \ \ 1 \ \ \ / / / / " /
\ .Vr / / - _ -_ �' � / r \ \ 1 I 1 I / / l /) / / I 1 _ \ \ / / / / /
- - - - - 0
\ - - /. \ \v/ / , - 540- , - - - - - / / / I \ ) _ , - \ \ \ \ \ \ \ ` \ / / / / / � � " , / — � • A. ALLISON
FOAM 11 I \ \ _ % _ - � i- - � - - ' / RISER - ITH T`2AS RACK _ _ _ \ \ \ \ _ / / / _ _
53 \ l41 P�k / '' .1- - -_� '\ ' /' / cr SB - \ I STRUCTURE TO BE INSTALLED PER SEDIMENT BASIN - - _ _ - `�\ \ /' '' /' /`\\ \ \ S \ \ \\Y \ { / , / /' S`PN — — — / / / /' ' ' 11) O \ I - — — — ` \ \ \ \ \\ \\ \ ` � / / /, / / // — • CHECKED BY
\ \ `\ \\ i _ - \(� / t \ / / le � _ _ _ / / `\ I I DETAIL ON C3.2. RISER STRUCTURE TO BE _ _ \ \ \ \ ` \ \ \ \ .11 1 � / / / _ _ _
\ \ \ - - - - \ \ 1-w ) / ) ' ,' /, ~ ! ' ' \ _ - ' / )J / / \ 1 I I REMOVED AND REPL/-,CED WITH FINAL STRUCTURE - - - - - - - - - - - - - - \ \ \ \ \ \ \ \ 11' / / 10, z / " . ,_ - ' • 1. HASH
\ \ `� / / / / ' ' ' 1 / cr I I 110 ONCE SITE STABILIZATION IS COMPLETE. \ \ \ \ \ \' , / / / / /
\ \ \ - WETLANDS ^ \ \ \ �'`'/ / / 1 / /' , / / / _ _ \ ! / / / / 0 1• ( I I \ I \ \ � — \ \\ \ ` \ ` \ ` / ' / / / / - - / N 0
SCALE
\\ \\ \s =407 - -- 1\\ \ \ v
// / // / /, // y�5 -- CD �/ i / I I i I I I 1 I I / I -\1\ I I 1 \` \` --- \ ` \\`\ \ \\\ \ \'// �/ // / / / / 1 30
�Z ` - - \�� \ \ \ \ \ / 'j/ / /' /_SEDIMENT BASIN #1 � I I I I I I I / l \\\ - - - - - - \ \ \ \ \ \ \ \\ - / l DID � � PHASE 1 DRAINAGE AREA = 9.03 AC I / / Al` r `\ i _ - - - - - \ \ \ \ \
E\ ` \ - - - - �— \ �`�/ y,j / / / ' r ' ' / - - - PHASE 2 DRAINAGE AREA = 9.30 AC \ a 1 I I / / / / / I ( I I \ I \ �- _ _ _ - ` ` ` \ \ ` \ \ \
\ — \ \ / / / / / — � _ — — \
\ \ - - - - - \ \ \ / / / / \ � - - - TOP OF DAM ELEVATION: 540.00 cr / 'll/ , I \ \ \ _ - _ � - - - \ N. \ \ \ \ \ J
- - - \ \ Al / , / � — � / / // \ \ \
\ \ - - - - - - \ \ \ \ \ / / / / / I / � _ - - - - - - � I I / / \ I I 1 \ \ \ - � � ' - __� - - - \ \ 3
\ \ - -- \\\ \ // _ /1 I I - - _--\\\ \ \- NPos
\ \- \\ \ \ \ / / / / 50 l _ / I I - � _ '\� \ \ \ \ \ �
\ \ \ \- �\ \ / / / / / i5 I /- - - -_ � / 1 \ I I I I I \ \ -- -�� 1� &M-- - 1, \ \ \ ` ^
\ ` -- \ - \` \ / / / / / / /\ --- I 1 \ \ 1 I 1 \ - -_ - - - -' �- - - , \ \ \ ` \ \ `- a-
` ` ` - \ \ \ \ \ k / / / / ' {am
_ - I` \ \ , I I \ �` - - \ \ \ ` � N. - SCALE 1 "=30'
fp / I
IIIIIIIIIIIIIIIIIIIIIIIIII
`` --- ) I / / / / I --- - -- r /I / I /)1 1----__-_ , ____ - - �\ \ \ ` O
\ - , / / r / f / / / / / \I - / / ) \ I / ( _ I (I \ \ 11 \ _ _ _ - - - - - - � \ \ \ \ \ \ �\ \ \ 0 30' 60' r-I
\ \ \ \ I / / / v / / / / / / \ --- I / I I I I \ ---------------
\ \\ 1 Lu
/ / / CD h , , / r 1' /.� TP / ' \ I \ \ `'' --_-________-- -\`\ ` \ EROSION CONTROL LEGEND * (n
/ � / \
I / / / /A / -
\\ \\ \\ \\ I / / / \ \ � , / / / / / // / , / / /' / .555 / / ' _ , _ _ -\ - - 'A - ` \ � / �; \; \ \ 1 1\ \\ \\ \ \ - _ _ _ _ � — — — \ \ - \ \ \ \ \ \ \ \ \ \\ \ \ � � � LIMITS OF CLEARING AND GRADING - O
\ \ 1 \ \ I ` / / ' / --__ \\ \ \ \ I \ \- _ --- _ \ � -- - -- \ \ \ \ \ \ DRAINAGE DIVIDE -
\ \ \ 1 \ \ \ \ L / / / / / / / // /// /-----_-- ` \--- / ) \ \ \ \\ I./'-, 11 \— — — —— _—_---^\\ \_'/' --\ \\ \ \ \ - 1
\ 1 \ \ \ \ \v / / / / - I \ \ \ \ `------__ --- --- \ \ \ \ \ \\ SOIL AREA DIVIDE z
\ \ \ 11 \\ \ \ 1 \ \ \ \ �\v / / / / r / r / / / .1 / , - \ \ \ \` I \\ I ♦ \ \ TP ) I \ \ \ \ \ \ \ ` � — — - - \ ',_ \ _ - - - - - - - \ \ \ \ \ \ \ \ \ \ \ SAF SAF SAFETY FENCE 3.01 Q
\ \\ \ 1 \\ \ �r\ // / / / / / / D/' /' I' / � \ \`- \` \ I 1 ♦ I I 1 \ / � \ \ \ \-- --\ \/' -- -- \ - -\ \ \ \\ \ \ \ \ \\ H a-
\ \ \ \ \ , \1% \ / / , / / / > / ' / \ \ \ DRAINAGE \ \ 1 \ - \ \ \ \ - - _ _ _ _ - i � - - - - _ - -' - - - - - - - - \ \ \ \ \\ \ \ \\ \\ CE CONSTRUCTION ENTRANCE 3.02 J J
\ \ \\ \I I \� �\v��1\ \/ �/ / /' /'/ //' /' /' /' ;-_/_--- \ \\ DIVIDE ) � � I \ \ I I \ `I \ \ --------- ------- \----__- - -- \ \\ \\ \ F--1
\ \ I �� \I/ * \uull \ / / / / / / / /' ' '' 0� /�' -\ \ \ 1 \ 1 1 t 1\, -'I\ \\ \ \-- - - -_ -_ �i _ \�' - -- ---- -\\ \\\ \ \ \ \\'\l \ \ SILT FENCE ED Q O
\ \ 1 I \ \\v\" �\1/�w1 \ / / / / / / / / / / /56 / _ - \ \ \ - TP— \ \ \ \ I \ \ \ \ \ \,-
- / - _ _ \ _ _ - - \ ��\
\ \ � \ \ N.
\ \ \ \ \ (�)
3.05 > �
\ 1 O. \ / / / / / / 1, / -' - \ \ \ Li -- ��\ \ \ I \ \ \ \ __ — � - -/� -- \ \ \ \ \ - \
\b \v \ / / / / / / - \ ` \ - - 11 \ I \ � \ / / \ \ ( \ \ - - _ - \ ' / - - \ \ - \ \ \ \ \ \ \\ \\ \\ \ \ \ SSF SUPER SILT FENCE r
I I \ 1 1 \ 11%,i / /' / / / / / / / / ` \ \ `\ \ ♦ 1 I I — \ \ \-- __-- _-- \—'—\ \\ \ � \ \ \ \ \\ ` \ \W O
I / -- \ I \ � \\ \ \ O U
\ 1 I \\ \ \ ' / /' // / / // J// / - --\ \\ \ \ ----- \� 1 \\ ` I\ 11 -\ \\ \\ \ \\ ---- _.----' \\_,- \\ \ \ \ \\ \ \ \ \\ ` \ \ \ INLET PROTECTION 3.07 L.L U
I \ / / _ 11 \ 11 \ / _ /♦ \ I \ \ \11 _ _ \ \ \ \ \ (�) J
Lu
1 \ \ __ ,' /' / / 1 // 1 11 / \ \\ \ \ \ \ — \♦ \ \\ I` \ \\ \ \ ---- _ ,-- \ `\ \\ \ \ \ \\ \ `\ \\ - = Q Z
\ � ' / r / / / \ ` \ � \ \ - \ N. \ -- — _ "� \ \ ` \ \ \ \\\ �\ \ \ CIP ® CULVERT INLET PROTECTION 3.08 w
D 1co 2:
1 \ / / / / / / // / // I- � -- \ \ 1\ \ \ \ \ 1`_ \ \ \ \ \\ `\ \ _ � — — i \ \\ \ \\ \ \ \ \ \ \ \ \ \ �_ w
— — —
_I IIIIIIIIIIIIIIIII001 / / \ \ \ \\ \— —
\ \
__� \___
I I
I I
I II I I --' /',' / ' / / / I / / \ `__- \\ -- - -- � \ 1 \ \ \ \ \\ \\ ----- ,,----__- -\ \ \\ `\ \ \ \ \\ \ \ \ \ \\ (�) DIVERSION DIKE 3.09 Q I --I
I I i /--__ �/'// //'/ /'// / ' / /' \\ \ \-- ♦ \ \ \\ \ \\ \\ \ \\ \ \_-__--- - -\ \ \\ \ \\ \ \ \ \ \ \\ \ \. w 0
I I I 1 / / /// / / / / I/ / \\ --- ♦♦ \\ \ \ \ \ � \ \ \\ ----'- - \ \\ \ \\ \ \\ \ \ \\ \ \ ST SEDIMENT TRAP 3.13 w
I I I �y� /- -- / / / / / / / \ - -- - � \ ` \ \ \ \- - - - -- _ \ \ \ - \ \ \ \ ` O =
.11
1 I I I y/'// - "/ /� / ' / '// 11 / / / _ \11 \ -\\\ '♦ I_ -\ \ NN \\ \ \\ \\ \ \\\-------- - -'' - \\ /_ // \ - \ r\\ \ \\ \` \\ \\ k-\\ \ SB SEDIMENT BASIN 3.14
I / / /' / /' / /' /' / /' 1 / ,4J6 \ \ — — _ _ ♦ / \ \ \ \ \ \ / \ ) _ — — \ \ , � ` � �l \ J > - — ` (U) 06
11
11
I y / , / / , / / lo, // / / / / j
/ / _ \ \ \ ♦' \ \ \ \ \ \ \ ` \ ` — ) - \ \ ` \ \ \ ` 11 \ \ - - -\ - \ \ \ \ \ OP OUTLET PROTECTION 3.18 Q O
0- Iiii
' I // / // // // // /' /// ' Z/I / -
---_ \ \�-----\ 1 \ \ \ \ \ //- `\ \ `\ \11 \ `\ \ \ \\ \ \\ \ \ \\ `. S CHECK DAM 3.20 U)
DC 1 \ \ \ \
y / / / / , /' / / /'' / / TS / ' ' / ' / / ' A 1_' 1 \ ` - - - - \ \ \ \ ♦ \ \ \ I \ \ ` \ \ \ ` \ - \ ,� ` \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O
Iy / / / / / / 1 / / / I- ____j 1 / - \ � , , \ \ 1 \ \ \ \ - _ - _ _ ' - - '\ \ \ \ \ \ \ \ \ \ \ \ \ \ TS TEMPORARY SEEDING 3.31 O QC
/ / 11 / , / , / ' / / _ _ - - r / 11 \\ _ - ' - \ ♦ _ - - \ \ \ `\ `\ \ \ \ ` ` - - - - - ' - \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ PS PERMANENT SEEDING 3.32
\ ` \ � W
/ / // / / OIL FEE: � / L-- ♦ \ -\\ `\ \ \ \ \
,' / / / , / / r / / � _ ' � � _ - - � - \ \ \ Isl \ \ � \ ` \ \ \ \ ` 11 \ \ \ \ ` \ \ `\ \ \ \ \ MULCHING 3.357 _-- _11 11 (�)
/ , ' / , _ , \ ♦ \ \ \ \ \ \ \ \ \ \ \ ` \ \ ` \ \ \ \ a—
P TP TREE PRESERVATION FENCE 3.38
/ / I J 41 \ \ \ \ ` \ \ — — — — \ \ \ \
' / / / / / /' .huh /' / / / / z/ — 570 \ \ ♦ \ \ � ",\ \ \ \ — ` \ \ \ \ \ \ \ \ ` \ I \ \ \ \ \ \ \ \ \ \ DC DUST CONTROL 3.39 —
/ - — \ \ \ _ — — —— --- \ � \ \ \ \ \ p JOB NO.
/ / / / / / // // // /' - - - -� - /-\ ♦ \ `-- - \\ \ \ \\ \-- --- --\ \ \ ` \\ \ \\ \ \ \\ \ \\ \ AREAS STEEPER THAN 3:1TOBE
// / / / / / / /' ' - - I \ \ \ \ - \ - - -N.EM11 -- -- ` \ \ \ \ \ \ \ BLANKET
// / // // // // // // ' 1, I_ — — — — —J — ♦ \ \ `—-------- \— \\ \ \------------- —\\ \\ \\ \ \\ � \\ "I "I \\ \ \ SHEET NO.
/ / / / / / / / / , / / I \ ` \ \ \ \ — — — \ — — — \ \ \ — — \ \ \ \ 11 \ n
LL—/ 11 / � � - - \ _ _ - - - \ _ - \ \ `\ \ \ * VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3.4
0
6
N
0
>
0
V)
m
L
3
m
0
0
2-
0-
m
0
0
V)
Q)
0
m
L
fn
1=
m
It
m
n
0
m
0
3
� a
5O
-0Q�
o CD
CL
2Z
00
-02
og
c
T H
m O
-0 C
o
m 0
a o
W�
, 3
Z N
0 ro
2 Q
g x
N
o w
-t 0
0
Qw
O '3
0.
E
Y
fn 0
7 N
x -
m o
O U
2
;v N
m r_
0
4 `o
m
E -0
0 c
m
'10 c
'Dm
2-0
m 0
0
O c
N O
CA.
m U
-0 �
M
m (n
�
N o
r_0
m
O
0-
N N
(D-
�_-
L
EROSION CONTROL LEGEND / / // /' / /' ,' ,' '' ,'% /' /'/ ', �/ //' i _'_ - - " - - J'_ \ // / - --_-_-_-_- -5615
LIMITS OF CLEARING AND GRADING - / / / ' / / / / ' ' / / ' / / / _ _ _ _ _ _ _ - - _ _ - ' _ ' �� / ' / / / / / / / / / / / / I / - - - - ' �� %]
DRAINAGE DIVIDE - / // ,' / // / / / / / , �// / /, // , // / ----- --_ - ----- -------- -- - / //,/ h// /, //'' fl -53o- 0.5'AVG
SOIL AREA DIVIDE - / r -� _--
/ /
//----LVp
-
SAF SAF SAFETY FENCE 3.01
,/ /,','/' / / -�- i____-� �550 /�� F--r
/ / , ' , / L Lie. No, 3137I
CE CONSTRUCTION ENTRANCE 3.02 // /' / /' /' // , / // /� /� J / // / ,///,// /' / ,' , / 546 - / /?//� �
�'- 3�-J ___ ���2-�-�
ES�6kvtDr
o
/ / / / , / / _ - - --- -_-- / /
SF SILT FENCE 3.05�� / / s / - - _ ` \ 1 N\ \\ I r / / / - - - - / \ 4' ^ // / - - - - /
O / / / / / / / / / / / i -- _-1---'- _ /
SSF SUPER SILT FENCE 3.05 ,
/ 6E0%ERLI EAM I \ /, '
------------ \ \ \ _ \ ` 1 \ \ ` .1. >
\ \ \\ \ \ \ 535. `\ / / M
IP INLET PROTECTION 3.07 / CO //t'_ I---- ----_�-------_ _------ \ \\\\\ \ \ \ \\ \ \ \ Q o
Lu
CIP ® CULVERT INLET PROTECTION 3.08 /' /' / /' / / /' // ,'//.f��/ �_`-' / J / / / _-- _ ---_ _ - - ` \\\\ \\ \ \ \ \ \\ \\ \\`-_---- ^\ \\ \ �" / H98 I W >
\ / / � � , / ' / / ' - � �- WETLANDS I / � ~ c�
DD DIVERSION DIKE 3.09 / ' / ' / / '/ / '/ / ' ��X / /' / > > - W W
3 /LL
LLJ
/ / / / / / / I _ -5 STREAM &U FFEi? \ �--'� I
\ ,f /, - - SOILTy'P \ / o0
ST SEDIMENT TRAP 3.13 , / , , �' / / / , _ _ _ - _ _ / \ \ \ \ \ \ \ \ \ � / / / / I _ vi N a U U
/ / / / i /y /� . / \ \ \ \ /}\7 \ \ \Yy / / / / / a � o N I-
i acO/ \ \ \ \ \ \ \ \ \ rs U W ~
SB SEDIMENT BASIN 3.14 i / / ' / ' / - ' / y - , - - - SEDIMENT TRAP #2 / f \ \ \ \ / / / / / \ J)
O - - _ _ _ \ \ \ \ p x
%~ / �� _'/ /' / /� ' ' PHASE 1 DRAINAGE AREA = 0.65 AC \ \ \\ \ \\ \ \\ \\ \ \\ `sso \ \ PORTION OF SITE TO BE RAISED \ / / / / 99 � �; w O O
/ / y _ - - PHASE 2 DRAINAGE AREA = 0.65 AC \ \ \ \
\ \ TO FINAL GRADE TO ALLOW FOR / / _ C) a 3 U U
SPRIAfG V� %y 0' STR�yAM\BUFFEI� \ \ \ \ \ ' / ' cn x �, N z
/ /' i' i' /' i' / / //i / -' �\ � \ \ \ \ ' / / /� U t0
Jr y - _ \ Q \ \ STORM PIPE INSTALLATION \ \ / /
TOTAL STORAGE REQUIRED: 87 CY \ \ \ \ \ \ \ \ \ / / / / \ a a
/ \ \ \ \ `1' / / � (n
OP OUTLET PROTECTION 3.18 / / / - ' �/ y y - - ' \ \ 1 / > C) W W
/ / / y y-�_y ', \ TOTAL STORAGE PROVIDED: 151 CY \ \ \ ` \ \ \ \ ' ' / / I
iV V l RE �ENGE �J ' J/ ,/-/ , \ / \ \ \ \ \ \ ` \ \ \ S IF / / / / V) / , -. p ON Q Q
/ y �' - TOP OF DAM ELEVATION: 570.00 f� \ �� \ -_-- __ _\ _ / / L M >
\ \ \ \ _ / / / / I.0
CD LIU
CHECK DAM 3.20 � / / / y � � /
.�I _ /EMERGENCY SPILLWAY SF I Go
w
TEMPORARY SEEDING 3.31/ / �/ ' ' / CLASS Al RIPRAP
71
__SIF
I,
PS NO
PERMANENT SEEDING 3.32 VyE'%LANd� - -�� -arm / \ -----------------
-IV\ \ TP \ _ - -560
y- _ T _ 565- -- -- -- --- - - __ -�= _- ---_ --- _ = -- 5.5 -- _ \ �,\ p 02 / / ' ---- ,-
MULCHING 3.35 / / / �� - - - - - --------- - _ \�\\\\� \ \ /
//'' TP //� TP 56 �ST�2203
\-- SF --� `\\\�\ 20
TP TP TREE PRESERVATION FENCE 3.38 / �/ \ _ _ _ _ - - - _ _ _ _ - - _ / �I \ ��\\�. , \\ \ i p
v�v :v.�vyv\. v TP / 1 w rn )
DC DUST CONTROL 3.39 / % i / SOIL -TYPE:- - / - - '/' ' ' \ O w ~ DD 5 \ \ \ \ \ .\.� .\\\\ / / / F-
/ / 47C- - - - - ' ' \ 1 1 \ \ \ \ \ \ \\ \ \ \ \ \ I \ \ 208 �� \\ \\ \ ,\\\ice / , , ' O, i < Q I\
AREAS STEEPER THAN 3:1 TO BE - TOTAL LIMITS OF , - _ _-
B/M STABILIZED WITH STABILIZATION 3.36 - - _ _ _ _ - DISTURBANCE = 8.11 ACRES - _ - - _ / / \\ DD \\ \ \ \ \ \ \ I o, / \ \_\\� F\\\\\ / U) DATE
\ \ 6� \ \ \ \ I cr \ 206 \ , \ 3
BLANKET O \ \ \ \ \ 1 I I o \ \ \^\\\\
- - \
* "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER - _ - '! - : - -_ . _ _ DID \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 1 I 1 l / / �'� \ - DRAWN BY
-S,O 5�2 \ \\ \ \\ \\ \\ \1 '1 I \\ Il l\ 11 111 11 11 \\ \ \ / / / / // / / II►+ / - / / Z. DAHL
••
DESIGNED BYSEDIMENT TRAP #1 �
590 lIlPHASE 1DRAINAGE AREA =0.64AC - _�
PHASE 2 DRAINAGE AREA = 0.64 AC
A. ALLISON
TOTAL STORAGE REQUIRED: 89.8 CY
/ // ' / _ _ � - _�. 303 11114 I I / • CHECKED BY
/ / // / _ - - - - / O/ 1 1 \
TOTAL STORAGE PROVIDED: 114.80 CY // / / , � - -_ -_ -_ _ -_ _ _ _ �� - _-_ _ / / /O „/, 1 DC
TOP OF DAM ELEVATION: 580.00 / i ' i '- - - _ - - - - _ % - / / / / \ \ \ I
/ i/// / SF _ / _ / h/ , Oh/ / \ TS \ \ \ _ \ \ \ 1 ► I 1 ► I I I I I / / / - / / I I Ij . / /
- -_ _� - - = ♦ / / _ ' / / // I I I II /I I / / I /I (// I ///// //,// /// //// ,, ♦ ♦ ' --►/ \- ,j/ , '/ / /�///////-'�;___ ___/// \ \ \ \\\\\ \ \I \ \ \\ \\ \ \ - - _ _ \ \ \ \ \\ \ \ \\\ �1 �► I I I l I I ► II I 1 I II I 1 I 1 OI I I � I � 1 I 1 II I �I I �/ / 1 // 5/5 / / / // / //�i / // /// / / jI iIlIlIll'lIl�jlI l
/ / • J. HASH
SF_
_ SCALE
goo
1 =30
�\ \\\ cy)
40t
/ / , � I I II(/ // ♦ -� ,5� / / / // �\\ \ \ \ \ \ \ \ \ - - - S \ \ 1 I I l l I b I 1 I / I � �' / / ,' / � �Ij / •
\ EMERGENCY SPILLWAY / = - �' I\ \\l I\\ \\ \ I �♦
- // / \ \ I I I 1 / /
\ CLASS Al RIPRAP \ \ \ lk \ \ \ _ _ _ = - - _ - �- / / / \ \ RAI GE ' ' / / ' / I I I i /
\ lc - _ I / INSTALL STORM INLETS &PIPES , I I I J
SF TP �� - _ _ -_ g0'r /// ` \ \ \ `sue DIVIDE \ _ \ \ I I i I I / TO CONVEY OFFSITE RUNOFF , I'j, l /
•T \ \\ - _ 5 �' \ \ \ \ \ ' 11 1 / ' 1 / / / / /' FROM THE LOOP ROAD"i1��
DD -- - - - /; _ - - - ' / C \ \ \ \ \ \ \\' \ \ \ \ \ \ \ - - - - - - - \ \ \ 'I I l 1 ' /l / / I / l 1 1 / l Il I/ I I I / / / / / / uj
_ I
_------\ `� \ \� 'w lllplll
�I111'll �'
/ ST1 \✓ \\ \ \\\ \\ \\ \ \ - \\ \ 1 I 1 I I ► I I I I I I I I I / �� , /, / / ,' W OIL PE`:-
\ I -- -\\ > �I�IIIIiI1 -7c
DRAINAGE - \TS
DIVIDE VJ
O
Nw
01 SF ` �` i �/ \`\\\ \\✓ \ \ - - - - - - - \ \ \\ \\ I ' 'I 11 1 I ' 1 1 Il I Il 11 11 Il I 1' \ I // ' // // / / ' LIJ I Q
304 -570 O
J-
/
IP " 3 5 Z
I �' -' /' ,' \__ �' /' ' t
TP \ \\ \ \ \\ `\ \ \-------- \ \ I I I I ' '► I I I I I '1 \ 11 \\ \ 1 // // // / // / v ------ J y I / /
I // / J / / / H� J
-- I '� \\ \\ \\ \ \\\\\ \\ \ \ I I I I I I I I I II I 1 Q O
� \\ \\ \\ \\ IN,\\ \\ \ - / \ I I I I i I I I I I I I I 'I I I II II '1 I/ ,/ // / / / / /' ,' ,' �'�� ►III i
/ / / / / � \ \ \\ \\ \�� \\ \ \\ / / \ I I I I ► I I I I I ' 1 I I I I 1 ' / / / / / / / // nl �
�90- \ \ \
- - - - - / / / / / I I I Z
/ , ' , ' / / ✓ \ , ' \ \ \ l \ \ \ I I I I I I I I I II II I I I I I �' / / / (' /' / / ' 111 I I w 0 Z
I / / / ICI I O
_ / \ \ \ / SOIL �/YPE: / / I I I 1 1 , I I I I I I I - / / / ' ► I / /' rn I HI
, \
oe�/ ��' �/ // svo- /� -- ' �► \ \\ \/� 9�B / /' ' 1 I I ' ' `' ,'' ► I ; ,' ,� h� Illy ss DC w U
/ ��♦ - _ / / - 1 \ \ / I I I I I I I I I I / / , / I I I / / iillII1� J
\ \ \ �aft , /' `f �_ - - - - - - - - ' / / all, II II11 - - - _ 2:
Lu
kill
Lu
\\ \\ \ �'---�L!��-------------- --/� -- - \\\\ \__� /// / / / /' /' l l 11 11 / I ' 1 I I`J( / /' /' /' /' / // /' // IP Ililiiiill 306 J Q
\ \ 1--q
SF �T_ / / \ \ , / / / / / / l / l I I 1 I / , / / / / I111-----�_ Q
\ \ \ \ CE fir`--- - l _ _ _ _ _ _ - - / /' ' 'e\\\ / / /' /' ''// // ' I I I I I 310 / / ''/ / ' /' ' 3 IlI T w
---- DC - -585- - - - - -�/ // // \) \' / / // I/ / /'/lll�"-- --- Z
309 I I _� ' ^
\ - - -585- _ TS - SF _ ------ ____----DSF
--- _ J / 1 573
I /
,2 I Cn z
\ \\ \ \ \ \\4 �m --\ I 1 I / / / / I / / \ / / 572 573 / - - 580 U)
`I
-L\OOP ROAD IMPROVEMENT BY - - - • .1 s . t / r O
1 /
_ . , . >
w �, _ - ' OTHERS. SEE DRAWINGS s, _ _ - - - - - - T \ \ , _' ' - - _ - \ -\ - -f -f -T I� w
TITLED "UVA RESEARCH - -�--w -
\ \ \ ° ` ` '\ii PARK LOOP ROAD" ---- - ----- - ---- -- w -- - -- - (5�n \'\ I I /� - - IP_ - �? ',� ,/ W - - / // / /w // / w , W
\ \ - ~ - ---- ° _-- - --___ - -UFO -a_ - �- -- '/ 4 /' / \\�\ \ '1z
\ \I \ \ 57557 4575 - / �! - - - - - - T ------- -----_ .FO ---Uoa �\ \. fa 0, \\\ \\- •�/
ft�---1-------� _ - - _ o \ IP ^I \_-----' - 575
- \ \ /
\\ m \\ -575- J-----------_------� \\ ��5�\� _-,,` /-� /' / / / 83 -
\ w \ / \_ / \ \ - - / ` 7.6 _ - / NPR JOB NO.
\�� _ _ \___--'Sj5 43266
STORM INLET WIG I-=�\\ z i / // ��\\/ __\----____- \ r- J /l /l
1 I 1 SCALE 1 "=30'
2.5'X2.5' \ /C J _------- -- SHEET NO.
TOP ELEV.=572.56'
\\ o ( ' / I I ♦ / I\ - - - -- _ _ _-_ ;;\
580
0 30' 60'
"RCP / C3. JINVOUT=569.96'98
0
N
O
0
0
m
L
m
0
0
n
Q
m
0
0
m
L
fn
m
m
0_
0
0
3
c
�a
50
-0Q�
00
CL
2 z
0)o
f2
0�
T �
m o
E_
�U)
m c
a o
Z N
o�
Q
X
ow
(D_
0
Qw
o .3
a
E
Y
fn �
�N
X
m o
O U
L 2
m 0
m 0
�o
E�
U m
m
.0
o
w o
CA.
m U
a
c N
m
N 0
C 0
m
Q O
cha)
L
a)
.m
c
0
u_
m
c
Q
>,
2
Q
0
V)
rn
0
c
O
2
0
a-
l 11
l l / I 1 / l / l l / / // / // / / / / /111 (/ /,/ /// // / / / / _ - - - \ \i- �. 11 \ \ \ \ \ \
/ / I / / / / / / / / I I I / / / / - _ , - _ _ - - - - _ - - - - - - - - -_ - - - - - - - _ _- - - - - - _ _ - - \ \\ 1` \\ \ - \ \ \ \ \ \ \ \ \ \ \ \ �T
/ / / / / / / / / / / / / / / / 1 / / / / - - `-� - \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \
11
/ / / / / / / / / / // /////// /// / /� JI // // / / // \ / /� - - - -- - - -- --------- - - - --_ _- --\-- - -- -\ \\\-\\-\\ \\\\ \ I\ \ \\ \ \ \ \\ \ 11 11 \ \\\\ \\
/ I l l / / / / 1 / / / /i - _ - / - \ 1 _ _ - \ \\ \ - - \\ \ \ \ \ \ \ \ \
/ I / / i OP
\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \
1 / 11
l 1 1 I / / / / / / / / // , / / / / / /// i / - - - __ - - - - - - ' i - ' \ _ - _ _ - - - - -- - - - - - - \ - \ \ \\ \ \ \ \ \ \ � \ \ \ \ \ \ - - \ \ \
1 I / I / I / / / / / / / / / / r / / � - - - � - ' - - - - - - - - - - - - - - - - - - - - - - - _ - _ - \ - - - - - -\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \
/ / / / / / // / / / / , // / / / / / ,/// / ' _ - ---- -- ' ---'-- --- � _-- ---- \ \ \ \ \\ 1, \ \ \\ \ �\ - \ \ \ \ \ 11 ,� \\\\ \ \ \11
1 / 1 I / / / / / / / / / / � / / � - - - - - - - - - - - - - - - - _ _ - - - \ \ \\ \ \ \
I / I I I / / / / / / / / // r // / -- --- _------- --_ ------ _ ___- � --\\ \\ \ \ \\\\\ \\ \\ \ \\ \ \ \--- \ \\\\- \ \\ \\ \\AS I I ' I I / I I ( / ////�//////////// /'////'/// //J�//// //'/ /' /�- __�--�'--� - _--_---\-\\\\-\-- \\\\\\\\\\\\\ �\ - __-- \\ --\\\ 11 \ \\\ 11 "�_, l�e
I I / / / / / / / / / / i - -__--_ _ - - \ \ \ \ \ \ \ \ _----- \ \ \ \ \ - I_-
\/ I I I\ 7 1 I I 1 // //r/// /,/ / //i////,/ // / %/ /''/ .� //' _--_---------- - _-_---- - -__-_ - \ \ \ \ \ \ \ \ \ \ \\ \ \ \ --\ \
/ // / i i - -\ ---- - \ \ \ \ \ \ \ \ \ -- \\ \ \ \ \ \ -
I / / / / , / / / / / /r � �- \ - \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \
11
11
I I 1 1 / / / / / / / \ \ \ \ \11 \\ \\ \ \ \ \ \ \ - \ \ \ \ -
\ \ \ \ 1 � I I I / / / / / / / / // / / / / / / / r�// //'/ / - / / �� / / / - - - - - - - - - - - - - - - \ - - - - \ \ \ \ \ \� \ \ \ \ \ \ \ '\ \ \ \ \ \ - \ \ - ,�
I I / / / ' / / / / // // / - - \11 \\\ \ \\\\ \ \ \ \ - -- -- I NA
I I \ I 1 1 \ \ (, ' I I I I I I I I I I I I I \11�/ � / //// / / / / // // /�/ / �� /// / / // / / // / ' '/ - - - - � \_ - - - - - -- -_-- \ \ \\ \ \ \ \\ \\ \\ \\ \\\\ \ EDGE OF STREAM. CONTRACTOR \\11 / �� \- -
1 I I \ ) I I I I I \ \ \ I I I / / l / / �// ""-/ / / / / / / / ' - ---- - -- \ \\ \ \ \ \ \ \ \ \ \ \ \ \\\\ 1 \\ --
1 \ \ I I 1 \ I I I 1 1 1 1 I I I 1 / / / / / / lI I 1 / / / / / / / / , / / / - - - _ _ _ \ - - - - - - - \ \ \ \ \ \\ \ \ \ SHALL NOT IMPACT EXISTING STREAM. \ \ \ \ -
/ / / / \ \ \ \ \ \\ \ \\
I I 1 \ 1 1 I I I I I I 1 I I I / / I / I I / // / / -- -- \ ---- - _ \ \ \ \ \ \ \ \ . -
I I III / / / / // / / � / / / / / / //-- -_ _ -_ \ -__ -- - - - \ \ \ \ \ \ \\ \ \ \ \ \ 100 _ / \
\ \ \ \ \ \ \ \ 1 / / \ '\ 11 \ O
\ \ � \ \ 1 \ \ / \\ \
I \ I � I I I I I I I I I / / I - / / / -- -_-- --_ -- _ - - - - ---N.
-
- - - -_ - -- \\ \ \ \ 1 I l I I I 11 \\\\ \ -
I I 1 I l l / I I I \\ \ 1
\ \ \ \ I / II \ \ 101 1\ �, c
I I I I W I I I I I I I / III I 1 1 1 I / 1 / / / / / / /// / �' / ' / / /' / / // / / / / / / / / ' \ - \ - - - - - - \ \ \ \ \ \ \ \ \ \ I / l \\ 1 \ \ \ \ \ \ \ \ \ \ 102 1 \\\\ /% -\\ < 0
I / III 1 I / / / // / / / / / / \ - _ -
-- -_ \ \ \ I ` - \ \\ \ \\ 1 \ \ \
I I \ \ 1 = I I I I I I I I I l I 1 1 / l l / / / /i /// / / , / , / / / / / / ` \ - - - \ \ \ I - OP 1 \\ \ E
\ \ \ \ ( \ \ \ \ \ \ 1 \ \ \ \ O \ \ w ai E
1 \ I I III 1II I l / //r /// / - / r / / ----_ -__ __ - . 1 y SF ` \ \ \ \_- _- a�
1 \
1 1 \ \ 1 1 I I I I I I 1 1 / / / / / a / / / -- - --- \ \ \\ \ \ \ \ I 1 I- \ \ \ I 1 I \\ \ \ \ \ d \ \ _-- �,..,+�
\ \ I I I III I I I I I I I I I / /// /// / / / // -1 / / , / / / / / \ _ _ _ - - \ \ \ \ I I 1 \I \ 1 I 1 1 \ - \ \ \ \�\ W �, 3
1 \ I I I I I I I I I I 1 / / // , / / / / / / _ - - \ \ \ \ _ \ 1
\ I I I 1111 I I I I / // /// / � / ' / /I�//// / / / / l l \ \I \ \ \ \ I 1 \ 1 I I I I I I I I \ \ \ \ \ \
II \ \\ \ \ I I I I I I I II I II I I / // / % / / ,- - - - - -_ --- - \ \ \ \ \ ( I 1 I I I I 10 - \ \ \ ---- aLLt3 ��
I III 1 I I / / / / / ://, / / / / I I _ _ - , \ \ \ \ \ \ \ 1 I I - I l I \ \ \ � \ LL O I- I-
\ W I I I / / // / / I / _ - \ \ \ I \ \ \ 1 I I I I I I I TP \ � o L i\ Z Z
\ \ \ \ 1 1 1 I I I I I I I I I III I I / / / /// / / / c / / / I - - - - \ \ \ \ \ \ _ ) I I I / \ \ 1 \1 kkVG D)4. Rip RAP\ w O c ,1 W W
\ I I I I I I I I I I / // \ // / / / / // / / / / / I I 1 I I ' - ---\ \ - - \ / / \ \ 1 I I I I / / \ �M
\ \ \ I I I I I I I I 1 1 I I I I I I I // _/ / / / / / / / / I I / - - - - - _ \ \ \ \ \ \ / \ \ I I I I - \ \ J
\ \ \ \ W I I I I I III III I I I / / / / / / / / / / I - - \ \ \ \ \ ? \ , 1 / \ \ ► I I I I I 1 \� \ �LAs� l \ \ - U 0o z Z Z
1 � � \ I I I / - - - - - - - \ 1 I \ I I - \ � - 5`25 \
\ I I I I I i 1 \ / / / / r / // / // // // - - \ \ \ \ \\ 1 ` \ I I I - \ \\ N. \ > -0) O
\ \ \ 1 I (� I I I I I I I 1 I I I I I I 1 1 I I I/ / /r/J / / / r / / / /' - \ \ \ \ \ \ \ � I � r '� - u.'
I \ \ \ \ I I I "� I I I III II1I1 I III III 1 I / / / / / --_ - \ \ \ \ \ \ 1 \ \ \ I I I I I \ \ \ a>oN I- UU
i / / / \ \ \ \
- - 1 I _ � �IDTH�2=123�/€ \ � � o � a O O
1 \ \ 1 I I I I I I I I \ \I\\\111111 III I II ( j / / �, / // / /// // / // / r / / // - - \ \\ \\ \ \\ \ \ \ \ -, \ \I I \ 1 I I I -_-` --`- -\ \\ \\ \\LENG H�2'L _ wV �
I \ \ 1 I I I I W I I I III 1 I 1 111\\ IIIIIIII 111111 - .1 / / / / , / / / / / / / / / - - - \ I i / I- \ I I 1 / // / I I I I I 1 , / O _- --- - \ \ \ \ DE�TH\-�.0'\\ \ \ �O , U Z Z
1 I I I I I / / - - \ \ I / \ z �- ,
\ /-, / / / \ \ \ \ \ \ \ \ 1 /
\ \ \ 1 I I I 7 I I I I I I I I I I I I I I I III 1 / I I / ' , - - - / / / /' / / /' / / / / / / /;,_�__
//� - - 11 - \ \ \ \ I / I I - - - _ - -- - 11 \ \ \ \ \ \ < oC �; p O O
1 Z I I I I I i / / / // //\ \ \ \\ \\ \ \\ \\ \ l \ \ \ \ ` I \ r / I I I 1- - \ \ \ \ \ \ \ \ \
1 \ I 1 1 J \ 1 I 1 I / // _ /11 / / /,/ /' ,/ // / _ _ \ \ / ---- -- -\\\ \ \ \ \ \ \ w
\ I I \ \ I I I I I I III 11 I I I I I II I /% i __ / / / '/ / 11 11
/ / / ` --\ \ \ \\ I \\ \ \ \ \ \ \1\\ l / 1 1 I l �\ - \\ \ \ \ \ \ \\ \ U)2 3n1i z UU
I I 1 1 1 I I I I I / // / / / / l \ 1 \ \ I I I
1 I 1 I I l - / / / / _-- �\ \ \ \ \ \ \ - \ \ \ I \ \ \ - --\ - \ \ \ \ \ \ \ \ \ I I =v >Lr) W W
I / / / / / / / , / - \ \ I \ \ \ 1 \ \ \ \ \ 1 Q
I I I I I I 1 I I I I / I I I / 1 _ - _ - - / / / / / - _ \ \ I / - - - \
\ I / I I l l / 11 I I / i Il I / / - / / / / / / / / / /' / / / / / ' _ - � \ \ \ \ \ - I \ \ ) \ \ \ \ \ \ 1 \ \ 1 105 I \ I I - _ - - - - - - - - \ \ \ \ \ \ \ \ \\ \ \ \ / , / ~ 0 rn O O
II \ i I I 1 /l I / / I // l I l////ll/I I Illl / - / / / / / / / �` - - - - _ \ \ \ 1 / _ - - - _ _ - - \ \ \ \ \ \ / / l W W
/ r, / / / / // / / I / i � / / / / / r / / / / \ -S' - 1 111 \ \ \ cn w
I / , V , / / /// /// /1 / / ---- / / / / '/ ' / / _ - \ \ - \ \`\\ I \) I 11 1 \I\I �, I L--- -- \ \ \ \\ \ \ \ \ \1 - \ "m titi
1 I I / / / / / // / f1 / I I � _ / / / / / / / , _ - - ` \ \ a
1 / / / / / /// /llI l 111 / i / / / --- _ - \\ \ \ \ \ ( 1 I I I I I I / / I-� - \ \ \ \ \\ \ \ \ \ \ \ �/ - v »
I I I / / / / � / / / �// J / �- _-- / / / /1 // / / / // / // -\ -\ /_` \ I I / / _ \ \ \ \\ \ \ \ - - \\ \ \ C)Lu � �
/ / \ - - - � i / / / / \ \ \ 1 \ 1 I / _ \ \ \ _ \ \ \
/ / / 10, / / - - \ - �� \ \ \ \ - \ \ - \
/ / / - / / / _ I I I \ \ I l
/// / ---- , / //i / - \ \_ S n% I \ \ \ \ / / / // / I / \ \ \ \ 1 \ \--
/ 1 / / / / / / I / _ / / / / / _
/ / / 1 / / / p /// I �'- �- / / / - \ \ / / / / / /� -- \ \ \ \ 1 1 --- \ \
/ I / l / / / / //J/////, /�i''/ //h�/// I t 1 \I/ //,' / //"� �/ // / ,' / / // ,' \\ \-\ \, \ \ \ \ \ \ 10 1 I SF /1 / I I\ ✓ �' / /'\___ \\ \ \ \ I I I \ \ \\ \� \ -_- \ \ U)
/ / / / / %/ / / ` \ _/ - - - / / / / / , \ `_ - \ \ \\ \ \ \ i / / / - \ I I I 1 \ _ _ - \ \ \\ \\ °C
/ / / / / , / , ) / / / / / / \ / - � / / , / - \ \ I - -
/ / / / /i ///'//' // // // /// /4j / / .' i / / / / / � ,/ / -- \ \ \ S \ \ I I I � \ \ 1 I I I I 1 I / � _ \
/ /� / / / / / .-/ /-/////// /// / / / /// /h01 ,/ �' / � / / / / / / / \ TP I I I I I I 1 \ 1 / / \ 1 I / / ---\\\ \ \ O
/// - \ \ 1 I /' / / � \ \ I I I / // -
/ / r / , / \ \ \ \ I I \ \ I 1 1 - \ \ _
/ / / / , / // / //// // / //// / - � _ --- / / / / / / ' 11 / �! \ \ \ \ \ I I I I I I \' /� // \ \ \ I I I I I I \ \ /'� -- \ M
7 / / / - / / / / \ I / -, O
/ �/� / ,/ -;'�p // / //// / / / / // / - / �\ / � / / , / / / / // \ \ \ � \ \ I \ 1 I I I I I \ \ / /- - ` \ \ 1 I 11( \ \ - -
/ / /� / / / - _ / - \ \ I I I / ___ -
/ / '' 1 ,- / �/ // /�/ // / / / // _ �____---- � 1 \I / // / / / - / / \ \ \ \ 107 i 1 1 I 1 1 I 1 I \\ \-�/� / -/ ) I \ I I I \ \ \\ \�/ _ -- - - -- -\- =
- - 11 / / /// / // r - 1' - ----- .1 / / / / �� \ \ \ \ \ \ \ \ \ \ \ I I � % / / I I J \\ \\- - \
- �' / / / / / / r/ / /r r ---\/------- -1 / / ,' / / //i / �F \ \ \ \ \ \ \ \ 1 \\` \ \ I I \ \ \ 1-- / / / / / / \--' O)
/ / / \ 1 r I l / - -- w " "
- - -- �, -, // //,/// // r/ / r / 1/-----'� __--- / / / ' // / / / \ \ \\ \ \ \\ \ I I \ I III \ \ \ / / / - //rI I l l 1 \ \ ( , - - - - -� w w ��
- // // / / / I - ' / / / / \ I I I I ► \ / / \ / \ \ \ H
., / / / / / / / / // - - - / \ \ \ \ \ / SF I I I I \ 1 \ \ \ , \ / 1 \ \ \ 1 \ \ \- \ = Q ,�
�� , / / / 0 / SEDIMENT BASIN #1 , /i I I / I \ / \
/ / / / / / / / / 0.5`�`;VG�IA IPRAP / 2�' I , \ I � / ) \ \ \ \ / '
/ / / , /, -530 PHASE 1 DRAINAGE AREA = 9.03 AC / .� // / \\ \ 108 \ ` I I I I I I I \ , ' / / \ \\ \ \ / ' a �'�'� / rr hr / / \ \ \ i I I I /
/ / r / r PHASE 2 DRAINAGE AREA = 9.30 AC / , I i I I \ / I \ I I k - _ _ _ O
�_ " / / r / , / / I // I CLASS AI / / \ \ 1 1 I 1 I I I I I \ I \ � / \ \ \ \ I z
--_- " / ,e // // / // / / I / ,,--- -- WIDTH1=9' ' / \ \ \ 1 I I I \ /- \ \ I \ ;'/
- - ' / / / " TOP OF DAM ELEVATION: 540.00 ' \ \ \ I TOTAL LIMITS OF I I \
\\\
--- / I / / / / �O/ / / //' - / I \ i \ I \ \ I I 1 I --- \ _ -�- U) DATE
--- /� / / r / ,__--�--- WIDTH �% I I I I \ \ ,- -
- - - - - -� " 1 �.1 � , / /, // h / / / / , - ' ,I1 _ _ _ LENGTH - 1$- - - - / / /�/ / / / / / _ _ \ Q \ \ \ I DISTURBANCE = 8.11 ACRES I I I I I _ \ \ 1 - - \ I \ \ \\ I I \ - , _ - - , - >
/� ' // / // / / /' ,---- \ ---- / / / / , \ \ I / / / I 1 -/ I I \ \ - -- 51612019
1 1 1 1 I I \ I
_---- �� E�/ dos, / / / �' --j- --DEPTH=1 _ / / / / I ( I / / I I I I I\ \`- ---I 1\ \ l / ---
P _ i 1 I I ` / I I// J I I I \ \ \ \
- - _ - � / i (PREs�6kut/ / \ -/ j/ - - /11 ' 36- J l _ _ - - - - - - - - - �� - / /// / SF ` I\ I / \ I I / / / / I / / / I / \ / \ - \ l 1 ` \ \ \ � - - � � � i _ DRAWN BY
i l 5 _- / I l \ -\ I/ I I / 1 / i r
--- - �// / / / // J /, / / ---_-___ - / r / / / \ / I I / / / -�J( I I --/ -� \- \ \ \ \\ \ / , - ---
/- - -- / / / / - � - -�., _ --- ---� S -� 1 I I I I / l I \ - \ \ \ \ \ \ / -� / �- - Z. DAHL
11
\ - / ./ � - � _ _ - - _ �`1 j I • I I I \ I / / / / \ \ \ \ \ \ , i / / - � _ _ _ _ , _ DESIGNED BY
_,�_ - - - \ \ ` / / // \ W J%, - ' / _��- - - - _ - /� a� / \ �\ ( I I 1 I I 1 / r / J \ 1 / / r / / J / r / / / ' 1 _ i ' - - \ \ \\ \ \ \ \ \ / i ' / / ' i ' - - - - ' •
1 - - .v/ / _ 5 ! _ - - - % \ \ \ I \ I I I I I/ / / / / / / I I 1 l 1 _ -��_
\\ \ \\ \ \ \ ' / / / "I / ,11 .- ' - A. ALLISON
\I I \ \ 535 \ `/.v rl `\ r / / , - - - - - - -�-- - SB O \ \ 1 I I ( I I /JI / // J l / ` _ _ _ _ _ _ _-- - \ \ \ \ \ / / / / I'll
-
\ \ \% �'\ "1' 1 / / N / I / I I I _ / \ \ \ \ \ / / / / CHECKED BY
\ �/ /( \ / / / / / ---- - __ \ \ I I I I I I / \ / / 1\ I ( \_-' I \ 1 \ \ \ \ / / / / / __--
\ \ \ - - \ \ (_� . / ) / / / / / - - \ \ 1 I 1 I / / ` \ \ \ - t � - - - - - - - - - - - - - - - \ \ \ \ \ \ \ \ - / / / / . - ' • 1. HASH
I, �/ / / / , ,' / - CD \ \ I I I I I I / / \ k, 1 / I \ \ \ \ \ \ \ \� / / ' I'' --
0
\ \ \ - - - - - - - \ \ \ \ `, 1 J / / / 1-98 / ' �� \ 1 I I I 1 I I I / / / / - - - - -� \ \ \ \ \ \ ' / / / / ' - - - N •
\ \ - - WETLANDS '/ / / / 1 I J ( 1 I ( \ - \ \ \ \ \ / / , / / SCALE
\ \ \ - - -- \ 7' / Ir / i ,� \ I I I I I 1 // 1\ 1 1 \ - --- \ \ \ \ \ \ \ \ \ ' // / / / /
\\ \ \ -- -\\ \ \ `i�' / /J / / / r // // �,J a ��__-- I I I I I I I I I / ( `\I I I \ \- \\ _- ---- --- \ \ \ \ \ \\ \/ / // / / J / % • 1"=30'
\ \\i¢0 \ - - - - -- \ \ \ ,V / / // / / /I/ / 5 p - OP I I I 1 I I I / I ) I I I\ - - - - -- \ \ \ \ \ \ / / /1-1
�Z � --_ \� \ \ \ \ / / J/ / / - ,s I I I I 1 1 / I 11 /�i �\ I - - -- \ \ \ \ \ \
E�--
\- - - - - -- �- \ ��\�/�' // / / // / / / _ 197 _ / `�6' I I / 1 I //// I ( I I r I \ _- _ __- --- _---___ -\\ \\ \\\\\\\ \
�- -` \ \\ \\ \\��A// // // // /// / I/ j /r / ~ I / 1 1 //// / \ I I\ \ \\N \\__\ � , --- - _-- \ \\ \\ \\\\\\
- \ \C=7* / / /I'/ /11 /I \� - 196
I / / I \ \ _ S ! ` - - - \ \ \ \ \ \ \ \ \ \ \ .v � / / r ' I i I I / I \ \ AlV \
- \\\ \ \\ \ / / / / /.. 199 - _ I /1//(/ I I II II 11 \ \\ \\ \- -\ -�~ - - -� -\-\ \ \ \ \ \ \ I -
PORTION OF SITE TO BE RAISED / ' / / ' \ \ � \ \ \ \ \
TO FINAL GRADE TO ALLOW FOR \ \ / / / / . � _ / / \ \ \ - P
STORM PIPE INSTALLATION \ \ \ \ \ \� / / / / i5 I - _ _ _ I / / i \ I 1 1 1 I \ \ ` - - - _ _ - - - '� ' ' , _ - s - - \- \ \ \ \ \ \ I^ --I
\ \ \ - \ \ \ \ \ \ \ \ `L / / / / / / / / � { - 527 / / ( \ \ 1 1 I I I \ \ - _ - - _ - - - - - ' �� �` - - - AN_ - - \ \ \ \� \ \ \ \ \ - - _ 01-
\ \ \ / / / / / V) / \ \ I I \ - - - - � - - \ \ - \ SCALE 1 =30 CL
I I \ \
_ \ I i ) 1 I \ \ - \ \ \ \ \ \ \ \ \ \ 0 30' 60'
---- oo \ \__ _____ ___ -\- \� \ N
/ r / / �� \ \ - \ \ \ \ \
_;61 - --- _ _ _,-.�.-- / \ 1 / I \ \ _ \ w
------- _ -55-- -__ � _ �. � � V / /r'2 1 /I/ p / / \ �/ 1 I / II I I i \ ------------------ \ \ \ EROSION CONTROL LEGEND * (�
- \� ���-,--\", \ , / - __ -__--__--__ 7
___= 560- �� SF // A
/ ' y5/ ] 54 �// \I \�\ 1 \\\\ \\ \ ---- - - _ - - - � - - -\ \\\ \\\\\ \\\\\ L
CD / .5 - _ - - \ / \ \ \ \ - - _ _ _ - - _ _ _ - \ \ \ \ \ � � � LIMITS OF CLEARING AND GRADING - 0
-
---------_---- - - - -
- - _ \a - 11 ,- - - , - \ I DRAINAGE DIVIDE -
- \ \ -- -- \c.-\ :� �` ._ 203 ' _' 11 le S45 �Q ,/ \ \ \ \ _-__------ \ ---___ _ - -- -- \ \ \ \ \ \\ I SOIL AREA DIVIDE - z
SF 11
--\�� \",��,,\ - - - - \� / SEDIMENT BASIN TO BE EXPANDED TO ALLOW FOR _ _ _ \
\ \ \ \ \\\\\-\ - \\ \\ / / I, - - 1 _ \ �� \ - - - \ - \ \ \ \ \ \ \ \ SAF SAF SAFETY FENCE 3.01 Q
THE INSTALLATION OF STRUCTURE 194 AS SHOWN - \ �- _ _ _ \ - - - - \ \ \ \ \ I-� a
\ \ \ 1 I \ \ \ ; . \ \\ \\"\`w' / / / \ \ \ I ( _ - \ \ _ - _ - - \ \ \ \ \ \ \ \ \ \ \ CE CONSTRUCTION ENTRANCE 3.02 J
\ -
\ \ - \ 1 \ `\.\ \ �.� ;,\ \�\�P`\ / , ' 5 I\ 1 \ I \ _ _ 1 \ \ \ - -
- - - -- -- \ \ l SF SILT FENCE
-11 \\`. \ SF ~:_ I 56 / _ \ \ \ \ \ I \ \ \ \ \ / - - _ \ � � - \ � \ \ \ \ 3.05
0A ) I
\ \\\. \\\ / \ \ I \ - /
_�
\ 1 \ \ \ i / \\�-,'-\ \�-\\ 11 / \ \ � \ \ � \ \ \ / / \ \ l\ \ \ - - - - - - - - - - - - - \ / \ \ \ \ \ \ \ \ \ \\ \ \ SSF SUPER SILT FENCE 3.05 = 11 z Z
11
\`1 I 11 i \ \\ I I \-- _ \ \ \ \ W O O
1 1 I \ \ \ / / � ---) \J - - -' \\ - - - -- . \ I - \ \ \ \ _ \ \ \ \ \ \ \ \ �/ U U
1 1 ' 11 / \ .1 ' \ - / ` 1 \ \ \ \ \ \ - - _ - \ _ \ \ \ \ \ \ \ \ \ IP INLET PROTECTION 3.07 0.
11 \ \ J
Lu
\\' 1 1 1 \ / / // / / ICI / /� `/ 11 11 \\ \ \\ \ - \� \ \ I \ \ \ \\ \ \-- - - ---- _ - - \ !\ \ \ \ \ \ \ \ \ \ \ \- = Q z
11 \ \ \ \ \ \ CIP ® CULVERT INLET PROTECTION 3.08 W
/ / / I \ '- \ _ - \ \ - - \ \ \ \ \ \ \
11 t
I I I I 1 \`_ -- - -� // // /' ///// // / \\ \\ \\ - - - -- ;�_ \ \I I- -"\ \\ \\ \ \\ \ 1\ \- -- \ \ \\ \ 1 \ \ \ \ (A J m G
1 1 1 1 - - - / / / / / , / / I / / / \ \ _ _ - \ \ - - - - - . 11 - \ 1 \ \ \ \ \ \ \ \ \ - - - - - - - - - _ _ _ _ - \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ 1\ \ \ (�) DIVERSION DIKE 3.09 Q I --I
11
11
I I I I /I// -' , / /,'�,- // / // \\ .�, _ - - �** \\ - \ \ \ \ \ \ \ \\ _ _ \ \ \\ \ \\ \\ \\ \\ \ \ \\ \\ \ ST SEDIMENT TRAP 3.13 W
i _ = u� //)
1 I I / / - le ' / .1 1-11 ' ' / / / , - - \ \ * - \ \ \ \ \ \ \ \ \ - - - - - - _ \ \ \ / i 1\ \ \ \ ` \ I k - \ SB SEDIMENT BASIN 3.14 (� A�
I 1 I / // / / , /' / / // �Ic� \ \\ \- _ # , \ \ \ \ \ \ - -- � / \ ) _ \ \ �� `� �\ \ ) > -- \ V/ W
/ / 11 i / / / / / \ I \ \ / \ \ - \ \ \ U)
/ I l// -� /555. I 11 ///' / �/-, /� / \ _ -\\ 1 1 \\ \\ - - \ \\ i---\ \\ \ \\ \ \ - \\ OP OUTLET PROTECTION 3.18 Q 0
1 / / 1 / / / / i i / / / / / - - - - - \ - \ 0 * \ \ I \ \ \ \ \ \ \ � - '\
) - - \ \ \ \ \ \ \ \ \ \ \ - \ \- - \ \ \ \ \ \ - 0
// INSTALL STORM INLETS &PIPES / ' I/ / �_ _ - - \ � DRAINAGE \ \ � \ \ \ \ - , - \ \ \ \ \ \ \
/ / � I /- \ t _ - - - \ \ \ \ \ - / \ \ \ \ \ \ \ \ \ \ CD CHECK DAM 3.20 (%)
/ / / TO CONVEY OFFSITE RUNOFF ' ,' � � / � - - - \ \ ** DIVIDE i I \ \ \ \ \ _ _ _ _ - \ "I,*,
\ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
/ (i FROM THE "LOOP ROAD" � ' / ' I \ - � I \ \ - - ____� - \ \ \ \ \ \ \ \ \ \ O
/ /11 / / / /�� I/ /�_ ----\\ \ \V ` \ \ \\ \ \ \\-\_---'/-�' \- \- \ \- \\ \\ \\ \ \\ \\ \\ \\ \ \\ TS TEMPORARY SEEDING 3.31 O
/ / / / i \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W
11
i' / / i� / / ' / - \ \ - - - - 41 \ \ \ Nl - - - - - - - \ \ \ \ \ \ \ \ \ \ \ \ ems\
/ ' ,/ / / // / // / -/ \\ -\ I\__-- 11 I \ \\ \\ \\ \-- - -- 1*1 \\ \\\ \ \- \\ \\ \\ \ \\ \\ \ \ PS PERMANENT SEEDING 3.32
11
-141
11
Lu
/ / ,' / / / / / � �� OIL PE: \-/ L_ -- \- \- \ \ \ \\ 11 \---_--- \\ \\ \\ \11 \ \ \\ \\ \ \\ \\ \ \\ \ (�)
MULCHING 3.35
N.
11
1*1
11
47
/ // /' / // / // // / // -/I - - -- -\ 4 \ \\ \\ \ \\ \- \ \ _ � - -- - __� \\ \\ \ \\ \ \ \\ \\ \ \ \\ \
/ / / /' / / / / / / /' , ' - \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _11 11 11\ \ \ - \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ a
TP TREE PRESERVATION FENCE 3.38
/ / / I A \ \ \ \ - - _ _ \ \ \ 111 \11 1 I 11 \ \
/ / / / / / / 0h / / y 3�4 - •570 J \ 41 \ \ \ \ 11 \ \ \ 11 11 \ 11. 11 \ 11 - ' - - _ - ' - DUST CONTROL 3.39 -
\ 11 " 11 N11 \ \ \ \ \ \ 0\ E) I
\ \
/ / / / / / / / / � / - - I \ \ \- \\ \ \- \\ - - -- -- \- \ \\ \ \ \ \ \ \ \ �p JOB NO.
/ � / / / / // /' 11 . ' --- ----� ---/'\ \ \-_ - \- \ \ \\ \-- - -- --\ \ \ - \\ \ \\ \ \ \\ \ \\ \ AREAS STEEPER THAN3:1TOBE
// / // // / / / � / IP - ' 3 5 1\ 41 1 0007 \ \ - \ - \ - - - _ \ \ - - - - - - - ' - - - _ - \ \ \ \ \ \ \ \ \ \ \ \ N. \ \ \ B/M STABILIZED WITH STABILIZATION 3.36 43266
_11-1\ \ \ BLANKET
/ / / / / / / / / / / / / i ' I - - - - - - --- I * \ \ \ - \ - - - - - \ - - - - \ \ \ \ \ � \ - \ \ \ \
/ / / / / / ' � - -__ \ \ ---- - \ \--�__-_- ___ \\ \ \ \ \ \ \ \ \ \ SHEET NO.
1 / / / / \ \ \ - - \ - - \ \ - - \ \ \ \ \ \ \ \ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3. 6
LL-/ / / / / / / / � \ \ - - \ _ _ - - - � - \ \ - \ \
0
f
6
N
U
C
O
>
a)
0
m
3
w
V)
0
2-
Q
m
0
V)
2
0
m
L
fn
c
m
It
m
n
0
m
0
3
-Do_
m0
-0Q�
0 0
CL
2Z
0)0
-02
og
c
T H
m o
-0 0
o
m N
a o
c
Z rn
02
2 Q
� x
a)
o w
_t 0
0
nw
O '3
0.
E
Y
fn 0
7 N
X O
a)O
a)U
2
2 N
m c:
N O
'_ `co
0
E a
0 m
°o E;
O 0 .2-0
m 0
U
O c
w o
CA
m U
a 2
c: N
m
': o
C 0
m
0-0
N N
_
�(D.E
L
EROSION CONTROL LEGEND / / /' / /' ' /' ,' ,' '' ,'% /' �'/ ',' /' i _'_ - - " - — J'_ \ /� / - --_-_-_-_- -5615
LIMITS OF CLEARING AND GRADING - / / / ' ' / ' / / / ' ' / / ' / / / _ _ _ _ _ _ _ - - _ _ _ - - - ' _ ' �� / ' / / / / / / / / / / / / I / - - - - ' OP %l
DRAINAGE DIVIDE - / �' ,/ / �� / / / / / , �/, / /, �� / /� ���� / __- -- — -__-- _-_ -- — / //h// // ' fl -530—
SOIL AREA DIVIDE - // —
/ '
SAF SAF SAFETY FENCE 3.01 / / / / / / / / / / / / / / / / , , ' / , ', ' / / / _' 550- — Lie. No, 31371
r--r
CE CONSTRUCTION ENTRANCE 3.02 // ,' / /' ,' , / / / // / / /� / / / / /'/ // / / /' / ,' , /�� ! — / / / / /r /'� ?' ' ' /' — 3�—J /'�2-��—��
_ _ �S�6kv�D o
/5 1, i
At
SF SILT FENCE 3.05 ' ,' / / / / / / �� '
SSF SUPER SILT FENCE 3.05 / / 0100,� / / / / / / / / / / / /, � % /� _! _ — , \ 1 \ \� �: , _ - - — — _ — 1 \ _ �' 'j _ ' — /
IP INLET PROTECTION 3.07 //{'— I---- ----_�-------_ _------ \\\ / Q o
Lu
CIP ® CULVERT INLET PROTECTION 3.08 /' l' \ / / / , /' // /'' / '/' /'!��' /�` — ` /' h / / / / /y �� — — _ — _ , , — — — _ — _ — — \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ ` , — _ WETLANDS ^ \ \\ \ / I , / , I ~ W
LL
DD DIVERSION DIKE 3.09 / ' ' / �\ _ — _ \ 4 /
O / '' = m ILIA ILIA
/ ' / / ' / / / / ' / / / ��jl �� — — — — �0' STREAIbt Bf/�FFEi?\ \ \ �\ \ \ �'`� ��\ \ \ \J / / / ' I / / / _j cJ oP z
// // // / /// y \ ��l~
ST SEDIMENT TRAP 3.13 , /' / / / ' �ii / , / f / / / ,� i _ _ _ / / — — \ \ \ \ \ \ \ \ \ \SOIL\T\Y�E: \ \ \ \ y�� / / / / / _ a' N N a O O
SB SEDIMENT BASIN 3.14 / /' / / / /' / / / / / ' ' / ' / '' / /� /�— �� — — — — — — — — 56 / \ \ \ \ \ \ \ s \ \ \ \ \ \ \ \ \ / / / /
U Z Z
/ y f \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / �( / �I O cn X cn
/G�IVGVA6 y — ' — \\ \ \ �\ \ \ \\\ \O� \\\\\\\\ \ \ \\�\\\\ \ /'/ ,'// , //' /' O 1 OQ7� �UU
OP 1y y— - - \ - \ p \ \ \ \ / / 5 /
Lu
OUTLET PROTECTION /' / / / \\� � 0 STR AM\BUFF�EI�\ \ \ \ \ `\ \ \/ / / i 5 1 > Oz
/ i / / y y \ i / \ \ \ \ \ \ \ \ \ / / / / V) / , o a'
ARE �ENGE �j y y S / \ \ / f— w W W
CHECK DAM 3.20 5 �� �' '��' /��,a� y y/�y�'----- — \ �I \\ \ \\ \ \\ \ \\—� \\ \\ '' ` ov »
CD i 15; i / / y y ----- \ \ \\ / / I am ti ti
y / - \ \ \ / , \I
TS TEMPORARY SEEDING 3.31 / ' , ' , ' / / - _ - _ _
OPS WE'%LAA S I 5
PERMANENT SEEDING 3.32 / / — _ \ \ \ TP \ \ d
MU MULCHING 3.35 ' 0"/' /'// /y —_---_�—'---- __--------_—\ \ \---------------' --------------- a^$ski _
TP TP TREE PRESERVATION FENCE 3.38
_ o
' / SOIL-------- _ ,.�,�.�?� D' I w ��
----- IP
Lu
DC 3.39 � — -- DC \ �.�\,�r\ DUST CONTROL / / , �
O 47C—__,'" `---- 4 4 4 4 4"W `\\\j \\\PS\`\\'A\ / / ' c� o \\
/ / \ \I ,\\
AREAS STEEPER THAN 3:1 TO BE — TOTAL LIMITS OF , - ' _- / / \ S� \ \ \ I / �� \,�� ,\�� �����: i / O
_ _ \ \ \ \\ \ 1 I �O ' -��1�,\- \ i DATE
B/M STABILIZED WITH STABILIZATION 3.36 — — DISTURBANCE = 8.11 ACRES — — — — —
BLANKET — — — — — _ " — _ — _ — DC
\ I I I PS 51612019
IP
* "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER — ' �" — : —_— : _ =%% — \ \ p �' _ �� V�
_----i -- --- - - � �'" � 1 1 � � � DRAWN BY
-4"W S) I I PS MU 573 — — \\ \\ \ 1 \ \ 1 1 1 'Ili \ \ , IP I'� 11�' -
/ Z.DAHL
PS
PS %�''� IP II - \ \ \ \\ 1 1 1 1 1 1 \ / / l'I �I I / DESIGNED BY IP �I /
/ / DC ,,I i I
\ \ \ 1 1 1 1 I I I I I I I I I __-- ' _ �i �A.ALLISON
LEI El
iI / ,' •
i / / _ s%3 _ \ \ \ 1 I I 1 1 I I I 1 / — — _ — _ ' / � 11 ' ' I I ' • CHECKED BY
SF _ _ _ — — —
\✓ — // / ' ' ''' // / be// / j/ j/ // / _ \ \ ------ \ \ I I / / — III j
�/ ' / ' ' / � ! - ,. / / b, \ \ � L — J \ \ � \ I I 1 � ► I � I I I I /, / / — — / I � I /� \I ! I J. HASH
// /// j/, i ,%jj�j%ice �i�:i',i, / -- �., — — I �� I •
/ // PS \ _ \ \ I I I 1 1 1 1 ► I I I I I
co I� B/M I !i 6dj • SCALE
/—
\ --———— — — — — —
_
_ \ \ \ 1 1 / l 1 I I I I 1 1 ' I l , � � / / , ' / � 1 � � .� •
M 1"=30'
IP
/ , I ► 2 , o0
b'/i
/ - �� / �� \ \ - A \ I I ► / / / / / / / / �I I 'l k I
�'ji / v v v I 1 I I 1 / / / / / 1 / /' ,' - MU �l I
\ / TP PS %, — / c5` \ 1 I I / / / , / / Ni , I / •
,\ MU pS 5- - I \ \ �, \ \ ' I I I / / / I PS / /
B/M - \ \ \ I 1 / / 1 1 / / / / , / / PS LV
\\\111
I
IP
IP
PS MU
\ 1 1 ' I I I I I /' ' / Lu I ' OIL I� E`:
/ �� _ \ � ' I I \ I I I I I I , / / / '
t — \ \ I / w �i
4\ \ ` \ \ \ _ J / ,� - - - \ I I I Cp I I I / / ,' 14
02
�/�11 I ' 7
DC MU PS ?Z-
Ps U) ►,,�nl ---- wSF /i// PS \\\\�� /\�� �' \ \ \ 1 1 I 1 1 1 I 1 \ I\ ,' // ,/ / ,' / // / Q — ImIIIjI a, 7 O
_ — — — —� \ \\ \\ s�o. \ \ \ I I I ' 1 I 1 \ 1 \� /' // �/ ��h 7 WI I j z — -570 O
IP \ \ \ \ 1 I I 11 I I 'I I 1 1 \ 1 1 \ \ / / /' / � / � I IP / I�
--"" O sicNToL; D MU ' i'- I �\ \ - \ . --- 1 I I I 1 I 1 I 1 I \ 1 \ \ \ / / / / / J -I_ ----
I c\\ - \ \\ \�\ I I I I I I 1 \ \ 1,' ,- z
PS
PS MU
(1•• I ^\ \ --- -- \ — --I— IP I 1 1 1 \ / I PS MU J
> � \ \ \`\\\\\ \\\ �— -- -- i 11 \ \I \I 11 11 I , / ; / I'_'
i t D C 6' \ \ \ \ I I 1 I I I / / - Q O
MU PS �\ \ \\ \ \ / \ 1 I I I I I j I I I I II II I 1 I I I I MU PS I ' —I—
I \\ \ / \ I I I I I I I 1 IW
1T � — LL
Lu O O
MU SOIL �YPE:
--- I ' 573 1 I \ \\\ \\ / / / J 1 1 I I 1 1 I I I I 11 I' �' / J I I I I I DC lulliil' SAS U U
- — — .r
\ I r PS / r I 1 \\\ �/ 946 / // // I I I I I I 11 I I I I I I I / / // / I I I I `\' lli J
\ ; PS - \ I
/ / I I
1 \ 1 I I I / / / 1 I I I / Cfllu
\ I S� / S� L t / I \ \ \\ � , / / 1 I 1 I I 1 �' / , / / 1 / � � / ulii', _ _ _ _ _ _ _ � w
\ / / / � I I 1 I I I � nl I l r
\\\ \ /' /' /' / ' / I 1 I 1 I 1 I I �' i I / riiiil I — J w C
\ I DC --- _ ` _ _ / / ' / / / I I I , IIIII m G
\ \ ,
MU PS - \\\ / ' /' ' /' l' l /l l' 1 1 1 1 J / / u1 Ii i — — — — — _ _ Q I --I
Q
\ \ ` C E S�IP Lu 0
6 P S 3 ' \ \` ,/ ' / / ' 1 I I 1 I / 0 l l l l w
MU PS — — — - /� \\`' / ' 1 I 1 I / I -- --- _ Lf)
\ \ 577 — IP S71 572 I I i / / >2 PS Z
_ - _ I 06
\ \ � \ \ — — — - _ � PS � _ � I 1 I � 573
�—
\� \ \ \ \\` --- S7g - --- - ' / PS I 573 ,' / pS ' B/M
\ \ - _ 574 S
Q^ O
IP
- -__ -- _� -580
------G _G - .7,�� / / / / / / / /� / / / / 574 \
\ s' �L\OOP - - - _ - ,- 4 - - _ ! - I I O
\ - _ _ _ ROAD IMPROVEMENT BY — — ,/ t r _ _._ , ; , — - - O
w _ OTHERS. SEE DRAWINGS IP - - - - - \ -�- , ', '\� / — — - — \ -\ — —7 / �� I _ U w
W —TITLED "UVA RESEARCH --------- --- sAN sN �/ / / SIN / sAN
\ / , Z
\ '\ : .\d PARK LOOP ROAD" ---- w ----- ---- w —_ --- — c)-n�\\ l I ► //I — _ IP— — \'✓ — W
vv
UFO --mod\ _ - _- '/ /
IP
575 57-575 57b 7 - _ _ 7Fo _ d d \ \, d 0,
\ \ \I \ \AdL
\570571572 574 _ --- - !/ - - - — — / T c _ _ _----------___
\\ \ \ 568569 /----- / �o — \ \ \��- _ --� - \l /' , ' 575
\ -575- J \ 574,`�
\576__�� — — j--____-- / ,-' / l / l l NP JOB NO.
STORM INLET W/G - _ \ / / \ - - - - _ _ - \ / / l l
43266
�\ z � I 1/ , I / \,'-__\-,__---,\-----____-,, \ r � / / / SCALE1-30
2.5'X2.5' /C J _ _ _ - - - - - - - - - _ _ - _ �' -' SHEET NO.
TOPELEV.=572.56' 1 0 /' / I / \ \ — — —-----__ - / /
1 \ \ \ \ INV. OUT=569.96 98 RCP \ \ I I I I^ _ , _ _ _ _ - - _ — _ \ ' / // 0 30' 60' C3, 7
Lo
a)
c
2
0
U-
(0
c
Q
2
Q
M
V)
rn
0
cli
-
0
a;
0
a-
l 11
l l / I I / l , l l , / / / , / / / / / / / % I I ( // / / // / / / / / / _ / / _ - _ \ \ i _ \11 \ \ \ \ \ \
/ / / / / / / / / / I I(/ / / / - _ _- _----- _-- -------_ --- ----__--- -- - __ - - 11 \ \\ 1` \\\ - \ \ \ \ \ \ \ \ \ \ \ \ �T
/ / / / / / / / / / // / / / / I / / / / -_ - - �- - \ \ \ \ \ \ \ 1 \ \ \\ \ \ \- \ \ \ \ \
11
/ / / / / / / / / / // /////// ////// JI ,/ // / / // \ / /� - - - --------------- - - / -� - _---\-- - - -,-, \`\\\\\\\\\ \ 1\\ \\ \ \ \ \\\ \-\\\\\\\\`\ -\
/ I l l / / / / / 1 / / / /i _ _ _ - \ 1 - - \\ \ - - \\ \ \ \ \ \ \ \ \
/ I / / i OP
\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \
1 11
l l 1 I / / / / / / / / // , / / / / / /// i / - - - __ - - - - - - ' i - ' \ _ - _ _ - - - - -- _ - - - - - - - \ \ \\ \ \ \ \ \ \ � \ \ \ \ \ \ \ - \ - \
I / I / I / / / / / / / / / / / / / / � - - - � - ' _ _ - - - - - - - - - - - - - - - - - - - - _ - _ - - - - - - -\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \
/ / / , / / / / / , / , // / / / / / ,/// / ' _ -- ---- -- ----- --- � _-_ ---- \ \ \ \ \\ 1, \ \ \\ \ �\ - � \ \ \ \ \\ \\`\ \ \ `11
1 / I I / / / / / / / / / / / / / � _ _ - - - - - - - - - - - - - - - _ _ - _ - \ \ \\ \ \ \
I / I I I / / / / / / // // / // / / -- -- --- _------- --_ --_--- _ --_- � --\\ \\- \\\\\\\\\\ \ \\ \ \ \--- \ \\\\- \ \\\\ \\AS I I ' I I / I I ( / / / //� /////// ///// / ///////// //J�//// /'i/ /' /�- _��_-��-' _--_---\-\ "\\-\\\ \\\\\\\\\\\\\ �\ - __ -_1\ \- \ \\ 11 \ \ -- �_, l�e
11
I I / / / / / / / / / / / _ ___--_ _ - - \ \ \ \ \ \ \ \ _----- \ - \ - - - I_-
/ / / / C / j� - - - - \ \ \ \ ` \\ \\ \ \ \ -- - \
_ _ \ \ \ \ \ \ \ \ \
// I I / / / / / / / / � /_ - ---- - - - --- ------- _ -
- - \ \ \ \ \ \ \ \\ \ \ \ --\ \
I / / / / / / / / / / /f _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ C. 0,
I I 1 I I I 1 I I / / ' / / / / / / / / // // / / \ /'.11' _ _ - - - - - - - \ _ _ - - - - - - 11 `1\ \ \ \ \ \ \ \ \\ \ \ \ \ \ _/ f - _ \ \ ` \ \ - 1 2 - 1 - 1 q
I 1 I I I I I I I /// / / // // / / , / / / / /� / / / --' / / -- ------------ - - --____ ,- \ \ \ \ \\ \ \\ \\ \ \ \ \ \ \� \ \ \ \ \ ��,
\ I 1 \ \ I I I I I / / / / ' / / / _ �'i - _ ---- _ -- -- \ � --_ \ `- -\ ` \\ \ \ \ \ \ \ \ \\ \ \\\` \ \ \ \ \ \ ` \ 1 \- - - \ \ -- - S CS
\ 1 I I I I // / / / / / / '
\ \ \ \ \ \ \ \ \` \\ \ \ \ \ _ -- \ - - I NA
_ _ \ \ \ \ \ \\ \ \ \ \ /
1I \ i 1 1 \1 U I I 1 \ l II \I III(I / / / / // / / / / / , / , ,// // /'------_ _ -\- --_ _ - -- - _ _ -
\ \ \ \ ` \ \ \ \ \\ \ \ \\ \ \\ \\ \\ \ \\ \ \ \ CbNC%ETEENL`WALL \ - \\\ \
1 I I I 1 1 \ I I I / , ( l l i // i - - / / , / / / / / / - - \ \ CASK IN PLACE ✓ '.. \ \ \
1 \ \ \ I I I \ I I I I I I / / / / / / / / _ - _ - _ _ - - _ _ \ \ \ \ \ \ N. \ \ \ I \
I , \ 1 I I I I' I III ' I /I 1 / ► I / , / I /, / / / / / - __ - - -- - 1 \ \ --
/ / / _ _ \ \ \ \ 1 1
I I III / / / / / / / / / / / / / / , / / - - _ - - _ - - - _ - - - - \ \ \ \ \ \ \ \ \ / \
_ __ \ \ • \ \ \ \ \ 1 / / � \ _
/ / / / / / / / / r - ' - - - - - _ _ - _ _ _ _ - - - _ \ / \ 11 \ � o 0
I \ I I I I I I I I I I I I / I - / / , - - � _ - - \\ - \ \ \ N. \ \ \ � \ / 1) \ I I 1 1 \� \\ � SF / / \\\\\ � rn
I I \ I III I I ► 1 / I � / / / � / / / / \ \ \ \ \ \ 1 \ I I \ `,
I I I I I 1 / / / // / � / / / / / , � - � E
I \ I I I I I I I I III 1 I l l / /// , / / / - I( I \\ \ ( v
1 \ \ \ W I I I III IIIII l / l l / ////// \ // / / //// / // / / --_- - - - \ \\ \ \ \ \ I l l \ \ I_ ' \ N
1 I ' 1 1 \ \ I I I I I I I ' I I I I I I // / / / // / / // / � // / /"" - _ _ - \ - \ \ \ \ \ \\ \ \ \ I ` \ I l � 1 I I I I \\ \ \\ \\ I 11\ _ . c
I 1 I I w I I I I I I I I III IIII III l / / / / / / �/ / / / / / ,- / / / \ - \ - - - � \ \ \ \ \ I / l \ \ \ \ \ \ 1 / _ \\ / - Q o
I I 1 I I I 1 / l / // // / / -1 / / / / \ \ \ /� \\
1 I N. I I III Ill � I / / / / / / / / / / / � -_ ---__ ---, -_ \ \ \ I ` \ \ \\ \ \\ 1 \ \ \ `
II I \\ \\ \1 = I I I I I III I / I 1 I l l l l / � / // //� 11, / / / / , / / / / // / ` \ - - - - - - \ \ \ \\ \ \ \ \ I 1 \ \ \ \ \ \ OP 1 \\ i \ > E
I \ \ I I I I I III III 11 l 1 / / / /// /// / / �/-� / / ' / / / / / _--- � - \ \ \ I I I \ \ 1 \ 1 I 1 \ \\ -�
\ \ \ \ ( \ , \ \ \ \ I \ \ Q \\ w ai E
\ \ 1 1 I lilt / - - \ \ / - \ I 1 \ \ \ >
r - \ I \ \ I ` \ \ \ \ \ \ \ �\ 2
I III / /// / / / �l / / / / - _ \
I I III 1 / / / / / _ _ - - - - \ \ I I 1 _ ` 1 I I I I I I \ - \ \ \ \ \ ' \ IL O ♦` ♦`
I \ 1 I I 1 I I // / / / - _ \ \ \ 1 I I 1 1 1 \\ \- Ua�3
\ I I I IIII I I I I / /, /// / / / / /I�/ / // / / / / l l / - _ \ _ - -' \ \ \ I 1 \ 1 1 I I I I \ \ _ _ \ \ \ \ "
1\ \ \\ \ \ I I I I I I I I I 1 I I I I / // / % � / _---___ --- ___ /// \ ` \ \ 1 I I TP \ 0 �n zz
I 1 I I I \ \\ \ w 0 (0 _4
_ \ \ \ \ \ \ 1 I I I \ \ \ \ W W
\ I I I I I I I I I / / \ / / / / / , / / / / I I _ \ \� - - ` / � \ \ I I I I I / \ � = r�
\ I I I I I I I I �// / / / / I I l - - - \ \ \ \ \ \ / - - \ \ I 1 I I \ \ \ \ \ W
\ \ \ \ W I I I I I I I I III III I I I I I / // /// // / / / / / / / / /' / / I / / ,'' ---- --- \-- _ \ \ `\ \ \ \ ` \ \ I t \ ` 1 1 /\ \ I I I I I I I I , 1 - \ \ \ ` \ ` \ w_j-u, O Z Z
\ 1 I I I I I I I I // / // \\ QJUoo_ z ��
I \�\ I I I - - \ 1 I\ I I _ \ \ �-. \ 1 I (� I I I I I / / / \ \
I \ \\ \ I I I ` ) I I I IIIIIII11I I I 'III III I I/ �// ,' / / / // / / // /---- ---- \- - \ \ \\ \ \\ \ \ \ I \ \ \ I I I I I -\ 1�1'AVc�DIARIPBAP\ a>o`" I-' UU
I / \ \ \ \ / I I SF \\ \ � orn O O
\ I I I I / \ / / / / / / / / \ \ \ \ I I \ \ \
1 I I I - / / / / / / / / / / / / / / / - - \ \ \ \ \ \ \ \ ` ` I \ I 1 I I I \ \ \ CLASS I \ \ N a
I \ \ 1 I I I I I \ \ I /�� 11 / / / / / - \ \ \ \ \ I I I I --- \ \ \ a
1 I I 1 1 1 1 1 I I I I I / , , - - \ \ I / - WIDTH 1= 25' \ z I- :, "T
I I \\ 1 II / / / / / / / / ! / - \ \ \ I I I \ \ \ UW a)M
\ I \ , I ► I I W I , I II , IIII I IIII'I I I I /�' _- / / / / , - - \ \ \ \ \ \ \ I \ - 1 / 1/ / , - \ \ �O x zz
I 1 I _ / / / / / / / / / / / _ t \ \ \ \ I 1 / 1 I I I I I _ \ \ LENGTH = 22; 75' \ \ \ vI >
\ \ \ I I I I I I I I I I I I I I I I I I I 1 / " / - , - 1 / / / , / / / / / / / / / / / / //� � \ - \ \ \ \ \ l \ I / / / I l I ( - - - _ - - - \ - \ \ \ KEPT 2.0' \ \ \ \ \ � w ai � wp O O
I I I \ 1 I I I I I I I I I111j11111 IIII II (j�/ / � _ / / / / / / ' / ' / \ � � ` -- `\ ` \ \ ` 1 I \ \ \ \ \ 1 \ l / 1 1 I \,,-------- \ V \ \ \ oQ � UU
- - / / / / / / \ \ - _ - \
1 \ I 1 I I I I I \ I I I I I I // , / .1 / / / / / - \ ) \ \ 1 \ \ \ \ \ \ I I \ - \ \ \ \ \ \ \ \ \ 2 kD IT Z
\ 1 1 I 1 Il I Ill/ / ./ // , / / / / / / /I �----- �\ \ ,\ ` \ \ \ \ \ \ 1 \ \ I \-- - - - - -
� - \ \ \ \ \ \ \ ` \ I I =v U! W W
I / / / / / / / / / / _ \ \ I \ \ \ \ \ \ \ \ \ 1 Q
I I I I I I I --- / / / I I I I I I I l I � / / \ \ 1 I �--- \ \ � a s
II 1 i I I 1 I // / / / l ///I, l////l//ll IIlIlll // i' i / / / / // / ' ' / / % ---- - -\ \ \ \ \ ` \ \ \ / I =- -- \\ \\ \ \ \ \ / t c\i > W W
I I / / / / / U / // / /// ///I/I // , / �_ - - -- / / / / / ,- / ' / / �' - - \ - ` \ `\\ I \1 I \I I \I \I i � L-- -- \ \ \ \\ \ \ \ \ \/ _ \ �rn ti ti
/ \ / / - - \ \ \ ` \ \ ` ` / D .,I-
/ �
oo-
1 I I I / // / / / // / /// //// ///// ////4' -- / / // / / / / ll / - - - -_ _ -- --- \\ -\ - ` I 1 I I I / / / _� \ \ \ \\ \ \ \ \ \ _--
/ / � / / / // / // -� _-- / /, / / / / / � _\_ - \ \ � _ \ \ cow W W
I I I I / / / / / , , , / / /// J/ / /// //I / / / / / / , / / / - -� \ \ \ 1 \ \ I I / ( / 11 ,_ / \ \ \ \ \\ \ \ \ \ \ - - \ o w � �
/ I / / / / / / / I 11 / -1 / , / / /
, l / / / / l > 1 / r // i //�//O//// I // " / / / / / / , / / / / - \ \\\ \ \ \ \ \ / / / / / / ` \ \ \ \ \ 1 1 - ` \ \
/ I / l / / / / //J // ///, i/ii_,� //h�/// I t 1 \I/ //// / //,' // // / // , / ,/ /, - `\ \-\ �- \ \ \ \ \ \ \ \ 1 SF 11 ( I I\ ✓ �� / / �__- `\ \ \ \ \ 1 I I \ \ \\ \1 I \__ U)
lo \ TP i I I I \_ / \ \ 1 I I I 1 - \ 11 \ 0
/ / / / / / // //, / / // / / i _� / / / / / / / / / / / ` \ \ \ \ \ S \ \ �Q I I I' I I I \ / / \ I I I I 1 I / ` _ \
/ / / / /i / / / / / / / / /4j / i / / / // \ \ \ \ \ � \ 1 - - \ O
/ / // //// / // / / / / h / - J / / / �/ / / \ \\ ! I I I I I ( \ 1 /// 1 / /
/ �/ // / / / / / /1 // �/ � �/ // // / / / 11 / \ \ \ \ TP I I \ l \\ I I 1 \ \ \ C=7
__ / / / / \ \ \ 1 I I 1/
/ / / / / / / / / \ \ I I I I 1 \ - - I 1 / - - _ _ - \
/ / -0 / // / / / / _ // ,' / // / ' / / _ _ \ \ I I 1 I / / - ` \ \ I I I 1 I \ - \
/ // /// /� / / /// __ ------ r / / / ' / / / /' / / - ` \ \ I I I I I I 1 \_� - - �
- / ,' ", / /�/ / / /.( / '// / / / / / / ,i' �- \ / _ - -' / I \\I /' / / / ' / / / / / / \ \\ \ I I I I / / \ \ 1 1 \ \ _/ - - - - _- -- -\
\ \ \ \ 1 1 I \ 1 I \ - I 1 I I \ \ \ \ - - _
i _ / / / // / / / - � / / ' / / / � 0- \ \ \ \ \ \ \ \ I \ \ \ 1 I I I I I 1 \ // / / /% 1, / I I / \\\\\- / -
�/ / / / / / / // / // / ---\✓-_------ _� / / / ,' / / /// / \ ` \ \ \ \ \ \ \` \ I I I \ \ '-'- / / / / , / I \_-/ 0 o,
I\ 1 / I( / - w rn
_ /� // ,/ ////// // / / / '/ /I/ - „ -_ -Jv - / / / / // / / \ \ \ \ \ I \ I \ 1 I \ \ - / / - / / / \ - -i-\ > "
- - _ _ � , - / /, / / // / // / I - - - -' - - - _ __ / / - _ / / / / / / // / \ \ \ \ ` I I I I 1 I I \ \ / / / \ //I I I \ \ \ \ \ / - w F- \ r\
- / / / / ) //-'- - __ / / / \ \ \ \ \ SF I I I I \ 1 \ \ � / , \ / t \ 1 \ 1 = Q v,"
1 \ \
- - / _' /, // / // / D) // / / - - - - ' / / ' / -4- / / \ \ � ( I I I 1 I \ \ / l \ U O
/ // / -530 / '`� PS I I I I 1 1 / \ I \ \ 1 o r\
----','� // /// / / / I / r----�t-_ - --- ___--- _,-' / /// / ' PS \ \ \ I I I I I I ,,, /'� / I \ \ 1 I I \ ' _ �_ -___-
//, / , / / I , / / / \ \ I I I .1 I I 1 I 1 \ I t / \ \ \ \ �__ _ z
_ __ _ = / i- / / % // / / //,/ / , // / / / // p \_ - - - _ _ - - - - /' , / / / / /� / / / / �/ \ \ , ( TOTAL LIMITS OF I I i I 1 1 1 \\ / / / i ' - \ I \ \ \ \\ I I I \ `_ � � j - ^- -�- U) DATE
" / / /, /, h / / / / / I\ - _ - _ - __ l , / /, , / / , / / , _ \ \:) Q \ \ \ I DISTURBANCE - 8.11 ACRES I I I I 1 \ \ - � / I t - \ I \ \ 1\ I I \ _ - - _ _ _ _- >
_ __ / / //f / / / / / _- -- - / / I I \ _ - \ _ - �
- - - - - - / / //s7f�Sn es / / / _ / / / - ' -' , - _\ - - - _ - _ _ _ _ _ - _ _ - , / / / / i // / / / / i \ 1` I / / 1 / 1 I I I I I I I 1 \ ` - ' �- - _ - _ I\ \ / I I \ \ \ l I / ' _ - - - >_ 5/6/2019
/ / P /� -�/ , / __ J __- __ - / // / \ I I \ 1 ( I , / I l / / / I I I I I \ / I \ I 1 \ \ \ \% '' -' �' �' -
/(PRE85PVltDr // \_ ,�-% �3� �� __ - - - - -� - / / / / SF ` I\ I /\ I I / / / / I l / I I / 1 \ , \_ \\ I 1 ` \ \ �0�
� DRAWN BY
/ 5 - , / I / / \ - \ / I I / \ / 11 r
-----____-_" / / / J / / _-- --� / I l l / ) 1 I - \ � �
le
-1: _ / / _"-�11 r\1 / .i / � _% - � , // )/ / \ \ I I I \ / / I / / / / l I / I \ \ \ 1�\\
\ \ / / /
s11 % _ ^ �\ / / / r'/ ' - - _ - / � � - - - - - sp\` - - / j I - / I \ I \ I I l / J \ I l / / / / / / / / / � -1 ' - \ \ \\ \ \\ .11
i / / /" ' 11 - �- - - - - '- - DESIGNED BY
/ _
--- \ ` //`\ 4,v %// -_- �' -� /- __ _ �`d \ \ 1 I I 1 I I I / , / l /J / / / / / I I 1 I-- -' ��_
-- \\ I \ \ \ \ \ / ' / / i' �' ---
I \ /. \ - q0�i __-- I \ k // / / I I ---- \ \ \ \ \ \ \=/' ' � - -- A.ALLISON
\ \ I \ 535' � \ .\�(/\
/�/ // ,---- -� __ -
\ \ 1 \ � 'k \ ( / , / / �p.N DRY POND \ \ 1 I I I I I 12/ / 1 I I I I \ / - - _ _ _ _ - - - -\ \ 1 \ \\ \\ \\ \ ` / / / / / /, / / / _ • CHECKED BY
\ \\ \ \ L___--- \ �/ /t) \ /) // / // - j �! ---- - _ ' I I I I I I I \ / / l\ 1 ( \_-' I _____-- \ 1 \ \ \ \ / / ..� / /
\ \ \ \ -� / cn / , ' - \ / I I I / / ` \ \ ` t - - - - - - - - - - - \ \ \ \ \ \ \ \ � / / / � • J. HASH
\ \ \\ `�--------\ \\ \ ��\v�/// / / / // /%/// I' -� PS / / __�
\ PS ' I I I I I I I 1 1 1// / \ l 1 1 I / _' �\ \ \\ \ \ N.
\\ `'\ " '/// '/ / / /�,,-/ N • •
\ \ \ - - _ WETLANDS - II. / I / / / � I / \1,
1 I I I \ - , - \ \ \ \\ \ \ / , / / / / _ SCALE
\\\ \1-1
-------1- \ `I-q/ / / / / /// // 5N --- / I I I I I I II //( I I I \ \\`\ _-------_ \\\\\ `\\\\ \\/'// // //// / / � •1"=30'
\ \ \ ----- \ \ \ / / / I/ ylk � - \ I I I / I\ \ I \ \ \ -- \ \ \ \ \ \ , / , / /
\ \i¢0 � -- \ \ \ �� / / // / // / - OP I I 1 1111 J I I \ \ --' - - - -- \ ` \ ` \ \
��� -- \� \ \ \ \ / / / / )//
/ / - I I I 1 I / I /l/ /� � �\ I - ___---- --- \\\ \\\\ \ \\ \
E\ - - - - - - - - - �- \ /,*j / / / / / 11 / - � ' - - _ 0.5' AVG DIA. RIPRAP 1 I I I 1 / / / I r I ICCCCCC \ I \ - � _ _ - _ - - \ \ \ \ ` \ \
-- --- --- \ \ \ \// �, ^ / / / / / / / // 1 --' / CLASS Al I I I I I /// / \ I I \ \(() \ � --- _-- --- - \\ \ \ \ `
- - - - - \ \ ` / // // / r _ WIDTH2=21' I I \ - _ _ - - - - - - \ \ \ \\
\ -- -_ -- - \ \1,7 I' / / , / / �� - I / / / ( 1 \ I \ \\ \ - � -- \ \ N. \ \ \
\ \ --- - -- -\\ \\ \� �/ // / / / / /' \I / LENGTH=18' I I//// I I \ \ \ \ �\ _ SSA/ - ! �__--__- \ \ \ \\ \\ ` \\
\ � - - - - - - \ \ \ \ / / / / 1/ _ DEPTH = 1.0 I / / / \ I \ \ \ ti - - \ \ \ \
\ t
� \ -- \ \- \\ \ / / ' / / / �5 I ."- - -- \\\ / 1 \ ' I I I I \ - - -- -�� - S 1� ` \ \ i--i
` \ \ -\ \\\` \\I, / / / , , / // / \ / ( \ \ 1 I I �\ --- - - - - -'� --AN_ --\ -` \ \� \\\ \ \\`\ a-
\\`\\- --- \ \ / a) / / �, 530 I \ \ I II I I \ '- - - -- - - -- _ \ \ \ - N. SCALE1=30 ,^
/ / /CL
/ // / /y/ / / \11- I \ / \ \ I I \ \\__ - � - - - - --- � i - �� -\ \\ \ \ \ \ �\ V1
/ / / I , I - - _ - - -
/ / / / / , , \I / PS PS \ / I i 1 I I \ \ ____ - _ _ - \ \ \ \ ` \ ` O
/ / /� / / / _ � I I ( I I \ \ `- --- - - -- -- -- \� \ \ \ \ \ \ 0 30' 60' M
\ - \ \ � \ \
535 \ ' / I I \ \ \
/ / TP // / / TP I -----
/ / /' / � " \ \ I \ HAS BEEN STABILIZED ANDNCE THE SITE UP HILL OAP ROVED BY THE ESC - ' - - - - - - \ \ `�\ \ \ \\\ EROSION CONTROL LEGEND * z (n
--M THE SEDIMENT BASIN - - - \\\ O =
/ / /I / , .555 � ' _ \ k I, INSPECTOR, THE SEDIMENT BASIN CAN BE � -- � \ \ \ \ � � � LIMITS OF CLEARING AND GRADING
M PS -�a\ , 11 � - - - 540 / \ \ \ CONVERTED TO THE DRY POND. REMOVE ALL - - - - - \ ` \ \ \ \ \
�Jj,� _-�-- 'I-, / / - / ' - \ \ 1 l - - - \ `\ \ \ \ \ DRAINAGE DIVIDE H 0_
\Jj�,.\\ �\ / / , " / _ _ \ \ \ SEDIMENT BUILDING UP AND GRADE THE DRY POND _ _ - - \ \
\\\� �� tI \\ / / ,' _ , ' 545 /I , \\ \ \ \ ' PER THE FINAL GRADING PLAN. REPLACE THE RISER - _ _ - - - - - \ \ \ \ \ \ \\ \ � SOIL AREA DIVIDE - z
\`� / / - - - - - STRUCTURE PER THE FINAL GRADING PLAN. - - _ \ \
-4"- 11 B1M ,-�\\ / / I / / / � / I I \ \ - - - \ \ - � � - - - - \ \ \ \ ` \ \ \ SAF SAF SAFETY FENCE 3.01 Q
\ , \ K- \ \ / � 1 \ \ \ \ - \ - \ \ \ 11-4
- �FR _v�vyvy . :v\y y/ I / v v _ _ - - - - v A v
vv�v�v,vA� A\1 A� 7 / / ✓ PS TP \ \ A - - - - _ - - \ \ \ \
�� lj�: PS � 1\� � 1 \ \ \ - - - - - \ \ \ \ \ \ CE CONSTRUCTION ENTRANCE 3.02 J J
4 Jjn ,\\ \� , , / \ \ \ \ l - \ \ - - - - COQ O
\ \ ` \►1�\.\\ \ \ ,- / / \ \ \ \ \ I \ \ \ \ \ - - - - i \ _ - - - - \ \ \ \ \ l \ _1 SF SILT FENCE 3.05 `�'
\ I I \ / ��� ;\ I/ .116611 / --- `� \ \ \ \ I \ \ \ \ \ - _ _ � / ------ � \ I-�,\ \ �\ \ \ \ \ \- \\
\ I o /11 - \ \ / \ \ \ \ - \ / - - \ ` \ ` \ \ \ \ \ \ \ \ ` \ SSF SUPER SILT FENCE 3.05
I I \ - - I \ \ \ \ _ i - \ \ \ \ \ \ \ \ \ \ \ \ \ �
1 = - - - - - - _ - -
o \r\ ---- \ \ _ \ 1 \ I `- \ \ \ \ -
-- _ \ \ \ \
\ \ ` \ \ \ \ - ` \ \ \ \ \ \ \ \ IP INLET PROTECTION 3.07 Lu
1 1 1 IIII � � \ � \ \ � � ) \ \ \ ` ` \ \ \11�
\ , // IP I'.11 _ 'I-, --/_/ \ \ I \ \ \ \ ---------- -\ \ \ \ \ ` \ \ \ \ \ \ \ ` ) 10 T J
1 \ / / I' / �I%/ ` \ \ \ \ I \ \ \ ` ` \--------- ` - -- \!\ \ \ \ \ \ \ \ \ \ ` + a z
PS I \\ \ / vl I / / 11 - ' - - - \ \ \ \ - \ \ \ I` - \ \ \ N. \\ \ \ _ - \ \\ \ \ \ \ \ \\ \ CIP ® CULVERT INLET PROTECTION 3.08 L w W
1 \\ 'Il \ \ \ \-- \ \ 1 \ \ \ \\ \ \` ------- \ \\ \ \\ \\ \\ \\ \ 1 \ ` I CC
I I \ IP / / DC ll I I•� 14 / \ \ \ - _ - \ 1 I- \ \ \ \ ,\ \ _ - _ \\ \ \ \ \ \ \ \ \ I \\ (�) DIVERSION DIKE 3.09 kh,(A J m G
I I I ' / jlllll // \ `-- \--- - - - - -_ \ \ \ \ \ \\ \ - - - - -- -- -_ -- - \ ` \ \ \ \ \ \ Q I --I
I I I I ' / � illI11I/ / // \\ -\ \-\ `\ \ -\ \ \ \ \ \ \ \ - `- \� `\ \ \ \ \ \ \ � \. \ w I IV,\ \ \ \ _ \
I / / _ " �I I II / / / \ \ - _ - \ - \ ` \ \ \ ` \ _ _ _ - ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ ST SEDIMENT TRAP 3.13 W
I I // 11 ,I I l l!I / \ \ - \ \ ` \ \ ` \ - - - _ \ \ \ � \ \ \ ` \ \ V /
I I I I // _/ rl \ -\ I - - -_ ` \ \ \ \ \ \\ -- - -_ _� \ / \ - \ \ \ \ \ I \
1 1 / // /'/ / /.1 �/ i III B/M ")� - - \ \\ --- --\ \\ \ \ \\ � \ \ \\-------' -\ \ ! i \\ \_\ \ \ \ \` `\ \ k-\ \ (�)
SEDIMENT BASIN 3.14
11
Ln
I I I / ., 55 / /'11 / / /11 / ' PS / \ 1 -`\ I \\ I I \ \\ \ `\ \ - \ \\ i,'-\ \\ \\ \\ -\ 1) \\-\ \-\ \\ \\ QP OUTLET PROTECTION 3.18 Q O
/ / / / / \ \ \ \ \ \ ) _ \ \
\ \ \ \ \ \ \ \ \ \ \
/ / ' /) I. -I
/ //// / MU PS lull I/ / _ \ - \ \ \ \\ \\ \-\ -- \ \` \\ ` \ \ \\ ` ` \ \\ \. CD CHECK DAM 3.20
/ / / MII / - \ \ ` \ \\\ `
/ / IJI I I I Ir I I \ \ \ \ - - - - - _ ` \ \ ` 1 \ \ \ \ O
/ S , , / / � p111 111 \\ \ \ \ l \ \ \ -,--\ \ \ \ ` \ \ \ \ \ \ \/ PS w,r' 1 1 1 - - - \ \ \ O q� / / / / � / 11 I I i I \ I \ � -. \ - \ \ \ \ \ \ - _ _ _ _ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TS TEMPORARY SEEDING 3.31
11
1*1
V / / /' 11 , / , , _ I _ ' � / \ - - - - _ - \ \ \ \ \ \ � ` \ - - - - - - \ \ \ \ \ \ \ \ \ \ \ \ �\\
Ov7 PERMANENT SEEDING 3.32
/ .11 / / / / `/1 I I I ' I - ' -I - ' - ` - ' r \ ` \ \ \ ` \ \ \ \ - \ - _ - - ` \ 1*1 ` \ \ \ \ \ \ 11 \ \ \ \ \ ` w
' / , ' / / _ r1 I 1 �' 1 - - \ \ \ \ \ \ \ \ 11 \ \ \ 1*1 \ \ i/ ` \ \ \ MU 11 MULCHING 3.35
/ / , / / / - jIIll I ---- \ \ \ \ \ \ \\\ \ \ � - - ` ` \ ` \ \ ` \ \ \
/ / / / / Al /1 _ \ \ \ \ \ \ \ \ \ ` \ ` \ \ \ \ \ `
// / / / �l j ICI \ \ \ \ \ \ \ ` \ \ \ \ \ \ 11. \ ` \ ` , \ `\ \ \ \ \ \ TP TP TREE PRESERVATION FENCE 3.38
/ D I _\
/ / �� y W' I ,. z • 570 J \ \ ` \ \ \ ` \ \ - - - _ _ - - ' \ \ \ \ \ \ \ \ \ \ \
// / // �� / - it,
IP � �\ \ \ \\ \` y-\ \-- \ ---\ \-\ \- -- - - - _ _ \--\ IN, \\\ \\11 \\\ \\ \ \\ \\ \\ \\ \ DC DUST CONTROL 3.39 -
/ / / / I - / � _ _ - - \�',
\ � to \ - \ - - - \ \ \ - - \ \ - - - - - - - - _ - \ \ \ \ \ - \ \ \ ` \ \ \ \ \ \ \ \ \ pup JOB NO.
/ I I - - - - _ / - \ \ - - \ - \ \ ` \ \ - - _ - \ \ \ \ \ \ ` \ ` ` \ \ \ \ `\ \ \ AREAS STEEPER THAN 3:1 TO BE
IP yI 'I , ' ' \ \ - - - \ - - \ ` - - _ _ - _ - - - _ _ \ \ \ \ \ \ \ \ \ \ N. \ \ B/M STABILIZED WITH STABILIZATION 3.36 43266
I_ _ \ \ \ -- \ - -\- \\ \ \\ \ \\ \ \ \ BLANKET
/ 1.1
NCI _ - - - - - _1 - � _ ` \ \ \ - - - - - - - ` - ` \ \ \ - - - _ - - - - - - _ - \ \ \ ` \ \ \ � ` \ \ \ \ \ \ SHEET NO.
it
OPS
IVIU J ` \ ` 11 - ` \ - - - ` \ - - - - - - \ \ ` \ \ \ 11 \ \ \ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3. S
\ \ - - - - - _ � \ \ \ \ \
0
f
N
O
>
a)
0
m
L
N
0
Q
0-
m
0
ro
w
0
2
0
m
L
fn
m
It
m
n
c
0
0
3
� a
5O
-0Q�
O O
CL
2Z
O O
f2
0g
c
�, I-
O
-0_
o
m 0
a o
Z rn
O m
2 0-
�x
a)
a)
ow
� 0
0
Qw
O "§
0.
E
Y
in m
7 N
X C
0 0
a)U
2
m N
m 0
0
'_ `co
0
E a
U m
00
�
m -0
.
U0
O c
N O
CA.
m U
a 2
'- in
0
U)O
C 0
m
D_ O
N N
� E
�___
L_
'Y i O
/
y yy
/
L
X
.v y
/
• y y y -\
/
.V
y y �
y
.V
C7�
S2
ROADWAY DESIGN BY OTHERS n�
SEE PLANS TITLED "UVA
RESEARCH PARK LOOP F0�4D"
■
iiiiiiiiiia•
NMI...
G
-- W
4"W
4"W
PHYSICAL THERAPY
COURTYARD
�fm"Emmmftl "llm, qw,
���
PROPOSED REHABILITATION
HOSPITAL FFE: 573.92
4"W
LO^
L J
M
Lid
N M 20' ACSA EASEMENT
(BY OTHERS -SEE Pi
I U U SET WP020180009l
V JLu
~ W
W
W = �.
J = /
U) LL]
W W W
W W ^
W �/ /
YW W
U) W
W
W 7
�L
W
TJ U
i
U ~
o C�
G
D
i
J I
— � I
] � I
SANITARY SEWER DESIGN BY OTHERS
SEE PLANS TITLED "UVA RESEARCH
D I - z PARK SEWER EXTENSION"
I
i
WAS
1
1
J 1
1
1 20' ACSA EASEMENT
II FUTURE PROPOSED (BY OTHERS - SEE PLAN ROADWAY DESIGN BY OTHERS
SAN LATERAL FOR SET WP0201800091) I SEE PLANS TITLED "UVA RESEARCH
i FIRE STATION PARK LOOP ROAD"
L
I ❑ Ln L,7
\ V L J L ,
�
N
�
U
U
w
w
I
U)
U)
w
w --
W
w =-
U)
U)
w
w -
I
Z
Z
J
J
2
2
U
U
Q
Q
75
DRY POND
NOTES:
1. A KNOX BOX SHALL BE REQUIRED FOR THE
PROPOSED BUILDING. ARCHITECT/ CONTRACTOR
SHALL COORDINATE WITH FIRE MARSHAL'S
OFFICE FOR FINAL LOCATION.
2. CONTRACTOR SHALL COORDINATE WITH
CHARLOTTESVILLE CITY GAS DEPT. ON THE
TIMING AND INSTALLATION OF THE PROPOSED
GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE
IS WITHIN 6 INCHES OF FINAL GRADE.
LEGEND:
r.: CONCRETE SIDEWALK
® HEAVY DUTY CONCRETE
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HARDSCAPE
(SEE LANDSCAPE PLANS)
NPO 163
SCALE 1 "=60'
0 60' 120'
y Lie. No. 31371
��'S'InNAL
M
O O
O1 V
N �
N O
Q O
>E
W
Lu
Q u- O
LL
L
W O ro
W M
a j so
LU Lri
N
d O N
X
O
C) = �
c
Ln
U j
a
CLr)
O rnN
(3) M
d �
CO J
Z
C) 0
U Z Z
In >
0 00
0 W W
� a CL
>
W
Lu
P
0 � N
ti
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE
1 " = 60'
Q
U)
0
i
z
0
I --I
Q
H�
> Q
Q J
= z 6—
Lu Z)
O J
w Q `= Q I..L
1 W W
J � 0
Q a
W
_
V)
V)
Q
1.L
0
U
z
W
\<
D
JOB NO.
43266
SHEET NO.
C4.0
f
Z,
.N
2
U
a)
0
0
0
o_
a
`o
a
a
c
m
cu
cu
a
`o
0
3
�a
�o
a
o
�U)
2z
0)o
22
02
T �
(6 O
a =
c:0)
CN
ao
0�
0 3
Z N
O
Q
�0
a)
oL..�
0
0
0-
o .3
a m
m c
� Y
x o
d U
.E.. 2
d y
(6 O
O
N U
� O
N
U N
� 6
�LE'
�-0
�U
0 C
N o
U
2
�N
o
C U
a o
L
STORM PIPE TABLE STORM STRUCTURE TABLE -_v- ,
\ \
UPSTREAM DOWNSTREAM STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION STRUCTURE # TOP STRUCTURE HT DESCRIPTION - - - ' ' - \ PIPE # DIA FROM - TO INVERT INVERT SLOPE LENGTH DESCRIPTION / - - - - - - - - ' \ \ \
22 567.90 1.79' DI-3C 8 ft Throat 216 571.00 7.28' DI-3B 8 ft Throat 610 573.32 5.21' 12" Basin - Dome Grate \
EX18 18" 22 - 310 566.11 566.40 -1.00% 29.29 LF 18 inch RCP y / - - - - - - - - -
100 487.00 8.34' EW-1 - Precast 218 571.73 7.61' DI-3B 8 ft Throat 612 573.32 4.44' 12" Basin - Dome Grate / $3
p
101 30" 102 - 100 484.17 484.00 1.00% 16.96 LF 30" HDPE �\P 4�
102 489.23 5.22' Manhole MH-1 220 574.25 8.05' DI-313 8 ft Throat 704 573.62 4.17' Cleanout Lie. No. 3137I
103 21" 104 - 102 491.50 484.27 9.13% 79.21 LF HDPE Pipe - - - - \`lSSS� \ \ SCALE 1"-20'
104 499.43 8.10' Manhole MH-1 222 575.39 7.95' Manhole MH-1 802 572.32 7.69' DI-3B 8 ft Throat \ \ p� 12- I-1- I q
105 21" 106 - 104 506.00 493.37 10.00% 126.30 LF HDPE Pipe 106 523.72 17.89' Manhole MH-1 224 579.50 11.14' Manhole MH-1 804 572.32 7.48' DI-313 8 ft Throat - _ - - - - - / \ \ \ \ \ 0 20' 40' `sSl2�
107 21" 108 - 106 517.01 507.79 9.00% 102.47 LF HDPE Pipe TMP7#-32-18 - \ ` ONAL
108 535.95 19.11' Manhole MH-1 302 572.27 11.42' DI-3B 4 ft Throat 806 570.61 4.77' 24" Basin -Dome Grate RS/TY OF / P TP
109 21" 110 - 108 521.00 517.11 4.31% 90.20 LF HDPE Pipe 60" CONC. RISER 304 572.91 10.43' DI-3B FP Left 808 573.69 4.41' Cleanout T Y ION
\ \ \\
110 523.00 2.58' WITH TRASH RACK • 3�- - -
195 36" 196 - 194 531.04 527.00 12.94% 31.23 LF HDPE Pipe 306 571.36 7.76' DI-3C 6 ft Throat 810 573.78 6.17' Cleanout-2635P-G. 454 \ o E
194 530.69 ???' ES-1 for 12-36 inch Pipes (Outlet) T o
._98_02P1;.-682----__ \ P °1
197 36" 198 - 196 538.75 533.19 6.79% 81.84 LF HDPE Pipe 308 571.58 7.00' 24" Basin - Dome Grate 812 573.65 4.28' Cleanout - - - _ r` j
196 540.00 8.95' Manhole MH-1 (60" Dia.) CRES (ADJUSTED)
0 310 571.72 5.87' 24"x24" VDOT DI-1 �"5j0- / > E
199 36" 200 - 198 540.07 538.75 2.00 /0 66.18 LF HDPE Pipe / / h-
i LU E
198 546.36 7.62' Manhole MH-1 (60" Dia.) / _ _
201 36" 202 - 200 541.51 540.07 2.69% Pipe 316 572.52 6.11' 18" Basin - Dome Grate - - - , / / \ >
53.36 LF HDPE Pi - U 3
200 553.17 13.10' Manhole MH-1 (60" Dia.) _ _ - ' , _ / / / - \ _ Q U-
o 3
203 36" 204 - 202 544.00 542.84 7.00% 16.60 LF HDPE Pie 318 573.82 4.28' Cleanout
p ----' 212 1� 211 LUO a� W W
202 550.23 8.72' Manhole MH-1 (60" Dia.) 402 572.97 6.68' 24" Basin - Dome Grate _ y / / - - - - - - - - - - \ \ \ ur
205 36" 206 - 204 550.89 549.54 7.00% 19.22 LF HDPE Pipe - - - - ' / / / / / \ \ w _ U CID
O
204 555.99 11.99' Manhole MH-1 (60" Dia.) 502 573.87 5.92' Cleanout - / _ _ _ - - / / / / _ oc o N OU OU
207 36" 208 - 206 559.15 557.87 8.00% 15.97 LF HDPE Pipe _ - - / / / ^ 601 U) a
602 570.85 6.48' 15" Basin - Dome Grate �\N 4 W c� ui
206 564.48 13.76' Manhole MH-1 (60" Dia.)
209 36" 210 - 208 561.05 560.19 0.50% 171.28 LF HDPE Pipe _ _ / / / / \ p x ULf) Z Z
208 571.51 12.53' DI 8 ft Throat 604 573.89 7.77' 15" Basin - Dome Grate - \ _ - - _ / / / / / \ 'CQ \ \ S � < -J �; <L � O O
211 36" 212 - 210 562.12 561.15 0.62% 156.36 LF HDPE Pipe o a U U
210 572.29 11.24' Manhole MH-1 (60 Dia.) 606 573.52 7.19' 15- Basin Dome Grate _ - _ _ - _ _ _ _ _ _ , ;q \ v z
213 30" 214 - 212 563.22 562.22 0.50% 199.00 LF HDPE Pipe , _ _ \ _ > Ln W W
608 573.52 4.59' 12" Basin - Dome Grate _ _ - _ _ _ - - \ \ \ - Ln
212 570.01 7.89' DI-3C 6 ft Throat _ M
215 30" 216 - 214 563.72 563.32 0.76% 52.74 LF HDPE Pipe - - _ - - _ _ _ \ 213 \ \ IN w � �
214 570.28 7.06' DI-3C 8 ft Throat _ _ - \ \ \ \
217 24" 218 - 216 564.12 563.82 0.75% 39.93 LF HDPE Pipe - ' - - -- - - / \ 603
219 24" 220 - 218 566.20 564.22 1.50% 132.11 LF HDPE Pipe / / / / _ - _ _ - - % _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' - - \ 572
221 24" 222 - 220 567.44 566.30 1.50% 75.88 LF HDPE Pipe / / / _ _ / ^ i _ _ - - ; _ ' ; - - - - - - - _ � \ `S - 573
\\ �� Ln
-
223 24" 224 - 222 568.36 567.54 1.54% 53.41 LF HDPE Pipe o
_ �
301 24" 302 - 208 560.85 560.20 1.00% 65.47 LF HDPE Pipe / / / _ _ �' ! _ _ _ _ _ _ _ _ ; , , -5g5 - - _ _ - - _ \ \ �\ x I ;\ J ° \ a M
303 18" 304 - 302 562.48 560.95 1.00% 152.49 LF 18" HDPE F -
305 18" 306 - 304 563.60 562.58 1.00% 102.35 LF 18" HDPE - ' / ' / j i / /' / ' / - - -_ _ - - _ _ - _ _ ' - ' - I I I I I I \ I - -I L I \ b \ \ a ° - _ _ _ ' ' 0 a>
307 18" 308 - 306 564.75 563.70 1.00% 105.01 LF 18" HDPEEl
LU
- - -
309 18" 310 - 308 566.01 564.85 1.00% 116.50 LF 18" HDPE / ' / / // / // / / / / / / /' i ' ' �' - - - / - - - ' - / / ( \ \ \ �q°a v _ _ _ - - - - - - ' Q O N
// / Q�� _ - / r _ / / \ \ a _ _ ti
315 12" 316 - 304 566.51 565.48 1.04% 99.43 LF 12" HDPE ' / ' / / / / / / / / / / / / ' �� - / r - - / / ° - O
/ / ti \ I a v cn DATE
Lo
317 6" 318 - 316 569.59 567.01 4.00% 64.43 LF 6" HDPE \/ ' / / / / / / // / / / / rb1 - - - - -
/ 704
M 51612019
401 12" 402 - 208 566.40 564.50 2.56% 74.15 LF 12" HDPE / / I I / / / / // / / / / / / rb6 / / / / / / - - - - - \ \ v O
/ ' -- CLEANOUT (TYP.) ° -
I � _
501 8" 502 - 210 568.00 565.34 5.70% 46.65 LF HDPE Pipe ��h / / / / / / I I I I I r I / / / , / / ��6 / / / / // a - - - DRAWN BY
° O Z. DAHL
601 12" 602 - 212 564.47 563.19 3.00 /0 42.83 LF HDPE Pipe 216 -
/ ° • DESIGNED BY
603 15" 604 - 602 566.24 565.33 1.00% 91.08 LF 15" HDPE / / / /r _ _ _ / \\ \ \ \ \ \ �2 / / / _ - % / / / / / �, I Q o-
605 15" 606 - 604 566.53 566.24 1.00% 28.58 LF Ductile Iron Pipe / / \ \ \ \ \ ,\ _ _ - _ / \ \ _ •
_ - _ _ 90 �� // / cSao \ \ \ \ 604 r • CHECKED BY
607 8" 608 - 606 568.98 568.42 1.00% 55.67 LF 8" HDPE \ \ _ - - _
° \ Q \ \ \ \ ` 5`�� /S 5� I \ \ \ \ \ \ \ - DOWNSPOUT (TYP.
609 12" 610 - 606 568.17 566.63 1.00% 154.22 LF 12" HDPE �Q / / ( / ' \ \ \\\ �10 _ --�'31 - - -- _ _ 217 - \ \ \ 605 CLEANOUT (TYP.) • .1. HASH
611 12" 612 - 610 568.98 568.27 1.00% 71.25 LF 12" HDPE / \ \ ��� \\ \ // ��� - - - -_ _ _ _ - - 219 _ - - ?; \ \ \ \\ SCALE
701 6" - 566.53 563.66 9.50% 30.15 LF HDPE Pipe I \ \ \',I t�1 _ _ _ _ 00 81 \
CLEANOUT J4) \ \ 606 - •
703 6" 704 - 569.45 566.53 9.50% 30.75 LF HDPE Pipe > > 5�6 220
801 18" 802 - 218 564.63 564.22 0.75% 54.65 LF HDPE Pipe / / / / / / `o J
803 18" 804 - 802 564.84 564.73 0.75% 14.62 LF HDPE Pipe / / // // 1 crj I o \ \ \ \ \ v ° Q
805 12" 806 - 804 565.94 564.94 0.75% 132.76 LF 12" HDPE 221 ` // a
° / \ / 801 v \ \ \ \ \ \ \ \ - ///� / WNSPOUT (TYP.)
807 6" 808 - 806 569.28 566.44 4.00 /0 71.05 LF HDPE Pipe '
qLEANOUT (TYP.)
809 12" 810 - 567.82 565.32 4.90% 51.12 LF HDPE Pipe / / / ' 1 \ \ \ \ \ / / / 607
811 12' 812 - 810 569.47 567.92 2.00%F77.48 LF HDPE Pipe / / / / I o / 11 \ \ \ \ \ \ \ \ \ - - - - - - °
\
222 I
TP
\ _-_-'224 Q D /
\ \ \ \ di 223
\ _ L00
/
\ \
\ _ L /
/
I
�
/
(
/
1
o
v
802
\
0
°
°o
\
\
\ \ \
\
b a
�
°
O
s�
803
\ \
\
\ \ \ \ \
608
U
\
804
96
vvvv� vv vvI
vvv
°vv
\
-
w810
J
00
d� - - - - - - - - - - -
'ILD
L '
- - - ti - - / \ \ MMI-I FrLUn
\ \ 00 \ / / / 809 \ \ \ \
00
I �\_ 00 /
\ M
00
I / \ 00 /
\
\ h^M \ \\ \\\ \ \\ \\ \\ LU w LL
J
/ 805 \ \ I \ \ \ - / Z Q
573 - _ '-/ I II \ \\ �\\ // J LU Ur
\ \ VLU C)
C%O & L) ^000
6" PVC ROOFLEA ER - - CLEANOUT (TYP.) \ \ \ \ \` / v , r )
1 % SLOPE MIN (TYP.)
S8 \ \ \ \ \ \ I EANOUT (TYP.)
---- 57808
3 /
\ \ \ _ -
° 85
577- - - - - - - - _ a 574 S�7 807 572
578
LU
574 \ _
00 A
\ 1 a a a ' Q 1
�\ \ _ _ a a _ _ - a - - - - - - -G P - /
OAD
\ \\ S \\ - / -a < a -4 aG
4441 a - a I
a ' S / a JOB NO.
w 43266
\ \ \ W _-- ------- ------ SHEET NO.
77 _ __________ _, ROAD IMPROVEME 4 a a �5 •o°o°o - - _ _ _------- C5.0
/
/
/
/
i
L
k-
Tp
\ 558 201 200
\ 561 560 559 - -
\ \ TP 5- 563 562-
P
P 565 ,
\ P TP 567 566
� 569 568
570
571 2
z /
— 212
\ 210 Lu
601 `Srn \ \��vW \ \ \\ 11W W 208 ,
�W 4"W _ 4 W 4 W \ ` 4��W \ \ \ \ \ \ \ \ I I / I
\ T
Lu
501
ON
ui
213 \ \ \ \ \ ° \ I I I 401 / / / / ui \
\ \ W \ \ \ \ \ \ \ `603 V v o•a • •'v °'•�,,•— — — ,• •,••� \ , ° \ ° \ \ a 502 ' \ \ \ 1 I I ° °� 1 v ° I v ° ° ° ° � � / / / ,' /
\ 572
573 S_>O \\ \\ \ \\ \I � \ � 1 11 1 1.5�� \ \ / / �� ,/ ,/
\ I \ / / / 302 /
00 --_
\ \
\\ •° � °—� 402 303
F
FET❑vp
---
\
ANOUT (TYP.)
,5 D /
vp
o-Q °
\ 604 r \ 6" PVC ROOFLEADER
\ \ \ \ \ \ DOWNSPOUT (TYP.) \ 1 %SLOPE MIN (TYP.)
\ \ \ 605 CLEANOUT (TYP.)
\ \\ \\ y
�
UT(TY ) \\ `\ 606 — -----------���
\ 609 ° \ I I 610vp
\ r— \\\ °\
P�OW/NSPOUT (TYP.)
\
\ 1 / CLEANOUT (TYP.)
607
-570— \
Ca_
31 ,--- / \
\ \ \ 608 / 304 — — —— _ �
315
i I \
CLEANOUT (TYP.)
DOWNSPOUT J4.) I II 612 I I 1 11 11 11 \\ \\ \ I i 317
N11\ \ \ \ \ y y I
11
c�
\ \ \ \ \ \ \ \ 6" PVC ROOFL ADER z I I I I I I I I I I I II I I II 1 I I L / / / / / / / / I
\ \ \ \ 1% SLOPE MIN TYP.
I \
CLEANOUT (TYP.) / °•' 305—
\ DOWNSPOUT (TYP.)
II \ \\ \
a \
I \ \ ''^^'
II \ \\ \\ uJ—
I
—
\ \ Lu / / / , I I I I _
CLEANOUT (TYP.) \\ \ \ z
/ / / , / / / /' / /► /;o / /
808 ` \ VJ / l l l I I 1 I I / / / 306-----I— ----
/ V ' / ' 1 l I / 7_
---_-__ -_LJ -
LO
Lu
807 572 V) S)2 \--- - - - - -\
/308
/ 1 I II �// � 573 / D _
1
SAN 573 309 / / / a I Z- I
_574 _------ - J / I I// 310 J, / -572
Not—- \ \ I , 1 / // / I / // I / / / - / / / — -580- —
G �- _--- , U~ / i / I / / I \/ ' / / , i�S) 574 / —
G G� G , I
—---————— — —
°J a
a ----
a / aJ ,a , / a ° 4 a
\J �
— v
I SAN
----------------------------------
— — — —
— — — —
/ . / SAN
SAN
/ A�
— i —
ROAD IMPROVEMENT BY
\
%
sAN
s / �,
_ \
I/V
OTHERS. SEE DRAWINGS
' /I •
\
\ -'•\ ' '
/
T
w
TITLED "UVA RESEARCH
\ i I
\ ,' ,
w
/
/
w
/ -°- — — — —
PARK LOOP ROAD"
UFO - 41 _ °d a ad -
o ---- a-
'
d ° °
d
_ — d a —
d
—
d a
_ _ _ _ .
a d
a /
------
— — — — — — — — _
FO ------
D o_ \ \ \\\ -
l --
576
\
\
SCALE 1 "=20'
0 20' 40'
y Lie. No, 31371
o�12-I�-IG
�6'SI ONAL
M E
O O
CT V
N �
>E
� E
W
w
1.2
U
a > o N
OU
OU
vi
C7 W M
z~
< O � x
U
U)
Z
Z
W
oa
o
00
z
�Ua�'
�aa
p N
>
Q
CO J
Lu
LLJ
C4
cz
O
(D
O
Lu
w
Lu
0)
z
O
m
DATE
0 51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE 1 /O/
JOB NO.
43266
SHEET NO.
C5.1
0
Ur
d U)
Z
(1)O
22
02
c
T �
m O
a
c m
Co w
0-o
c
Z N
O
2 n
�X
x
0 E-
0
o
C,
o '3
a
Y
U7 �p
�N
�o
U
2
�N
m c
w°
=o
� m
-0
00
m �
�U
o c
tno
t.
m U
c N
m c
o
c U
m
CL o
w�
.E
L
m
m
c
0
LL
m
c
Q
T
Q
rn
V)
rn
0
N
00
c
0
0
a
A \ P
h
Lie. No, 31371
ONAL
LU
/ /
5� - __ --- �/ �S-TtFBSLORES / / - / /// w, ___-- / ' / oc'''orn OO
/i 5� ------ - --- /FPPES�f3V'EDY / /' /- / / / ,- JL / ------- ---------- ----- // // /� // // \ (Dina a�iM a ��
/ w" // LU
~ Q 535 110 \ \\ 1 lollO ice'' I =
di M
\ \ \ \ \ \ \ \ \ \ WETLANDS \ \ / / / / I / / / U / 196 /
> rn
LU
Q o N
I 198
0.5' AVG DIA. RIPRAP I o
CLASS Al I I
WIDTH 1 =9' I I I > DATE
WIDTH 2=21' 526 I M 51612019
LENGTH = 18' I I / o
\ \ \ \ \ \ \ \ \ \ \I% / / / / / / \ i / // DRAWN BY
\ \ \ \ \ \ sso \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ / / / / / / / 1 / _ _ DEPTH = 1.0'
l l l Z. DAHL
DESIGNED BY
52
529 8 A. ALLISON
Dy// I /I/ ,\I/��Q 530 1 \ /I • CHECKED BY
548 547546 45 4 3 42 / / / / / / / / / II/ / �,p \ 533 32 S 1\ \ I • 1. HASH
549
\ \ \ 552 551550 534 % I I - • SCALE
\ 555 554 553 / ,' / / / / I� / / I D �Q — -' — 535 I I \I 11 / / • 1 „ - 20'
536
\ / ,
557 537
56558 01 200
0 559 I 538
561 \ 1 I \ \ •
563 562 / /555, \ 54039
566 565 564 / / ' \ 54241
/ / / '0 543 \ \ \ \ I
'
\ \ 569 568 567 Q / / / / � / I / � ' � / � , 54544
546 \ \ ` V 1
/z 54847 / I I\ \\ \\
/
\ \ \ \ s 209 5 550 P \ ► // _1 \ \ \ �\
55251
53
\ \ \41�„W \ \ \ \\ 4W I 208 / / , I / / ' ' / f , , - ' ' 5565
40/ol1
i \ IV
\ \\ - Q Q
302 I \\ \ \\ \ I \ \\ \\ \\ \\ 1 z
u cL
\ I 1 I 1 1 1 I I I \ 402 303 I \ \I II / \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / -
W
w Q
V 1
/LU
/// // // / /// // // �� ��\ \\\ \\ \ \ \ \� \ JOB NO.
SCALE 1 "=20' 43266
0 20' 40' SHEET NO.
C5,2
a
c
Z3
0
cm
0
w
m
0
a
a
c
m
`o
0
O
c
m
tn
c
m
cu
m
a
`o
O
3
c
L
rV i O
Q)
C
m
c
0
LL
c
c
a
T
a
Lp
m
rn
0
N
00
c
0
0
a
el
/01
CAST IN PLACE
1
CONCRETE END WALL \ \\\1 \
100
101
W
LU
\\103
/ — \ \ \ \ \ \ \ \ \ \ `\ \ \ ` / ` _ - \ \ \ \\ \ \ 1 I I I II I I i I i I I i I / \ \ \ \ \ \ \ \ \ \ \
LU IN
\ \ \ \ \ \ \ \ \ I I I I I 104 \ \ 1.1' AVG DIA. RIPRAP \ \
\ I 1 / I I I I I d \ \ CLASS I \ \
v ♦ \ \ \ \ 1 \ 1 1 I I?\ \ \
\WIDTH 1 = 5.25' \ \ \ \
/ / ' - _ \ \ \ \ \ l I \ \ I / I / / / / / I / I I I Q \ \ \ WIDTH 2 = 23.75' \ \ \
/ z�� //'/ \ _ \\\\ \\\ \\\ \ \ \\ \\ \` I) `\ \\ \\ \\ \ \1 I I' /' / /l // // 11 / / I II I ----_ `� \\\\ \ \\ \ LENGTH=22' \\ \ \ \
/ / , / / \ ` \ \ \ \ , \ \ 'DEPTH - 2.0 \ \
co
loll 105
V -- - - - -_\\\ \ \ / I I__--- -------\
`;> / -___\ - \ S',qNt--
/ \
d( \\ \\\\ t\ SqN
106 1 (Q I I , / I\ I\ ��' // _____ \\
I I I I I I I \ \
107
108-
'
109
0.5' AVG DIA. RIPRAP
CLASS Al
WIDTH 1 = 9'
WIDTH 2 = 21'
LENGTH = 18'
DEPTH = 1.0'
55
547
—543
—544-
545,
\
537
�Q
2
110
I
I' -- - - - - - - - - - -
/
A
- - - - --
SCALE 1 "=20'
\ \ _ - - - - -- -EMIR
\ i
y Lie. No. 31371
o�12-I�-IG
�6'SI ONAL
M >_
O O
O1 V
N �
N �
>E
w °� E
QH ai 3
LL
C) LL o
w O ro
c� W = M
a J U co
wJ—Ln
N
d > O N
:3x
O
C) w
= �
c
Ln
U j
a
CLr)
rn
O N
� M
a�
CO J
M
O
2
(D
M
O
H
0
w
w
U
Q
z
O
L7
M
O
0
ce
�13
Z � �
u u
U
L >
p O OO
O W W
U-
a a
> Lu Lu
w
� cz
rn rn
LU
rn �
O � N
ti
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE 1 /O/
J
Q
U)
O
z
H�
~ z
J
i--i W
CO �
W ° LL
LU Q
J
J w
m
Qaz
TW p
i
U)
1
Q
O
U
z
LU
JOB NO.
43266
SHEET NO.
C5.3
L
HEAL E:
2636 P-G. 454
'WIRE/FENCE'
'
------___,
DB.9802P1;.-682----------
//
/
// /
/
/ ,
-
,
10.5 CRES(ADJUSTED)
�� / / /
�// ��
,�--�' ��--_
_
TIC
570
- ' _ _ - / / / \
TIC
572 19'
TP
rV i O
b° Li" No. 31371
TC 569 90TIC ' � ' �� 1 2 - 1-1 - l q
570.10' 571.29' 571.76' 572.18' ��S'10NAL �
„W 4"W 4„W
TC E
571.17' TC
TC
LU
cli
_---- _ --__-- \ w L'
TC \TC TC '572 571.66' LU0 rLa�-i Z Z
572.75' 573\41' \ U M
572.30 - W W
\\ SRO wJU� O
-580- _' '_ -_' _--_- _ - _ - TC \ ° zH a)"'
85
I _
0I \ ° -\ a \ 73.61' I \' . TC \v I _ - ' ' U > iO O W W
/ - _ - I I I I I I \ -a\I� �-�� 573.61' a a p v - -_-' <Ll' a a
Lu
MD/ TC
TC 570.70'
571.29' TC \\ \ v" �° - \ �� C4 cz
FF�573.92' a 1 v \ co LU W W
// / /' � _ _ _ / 571.0'
`� \ \ \ FFE=573.92' v \ �
\\ '��' /'/// / �g6 ------------- - - -- -- \
\ \ FFE=573.92' - - - _ _ _ ° _ _ TIC_ O
TC 570.80' og O \ \ M
571.80' \ \ og\ \ \ -a - - - - - \ \ \ �
573.33'
51\ I o- SIPS
\ \ H
TCJ571.69' 0 g \ FFE=573.92'
T� 573.39' w
572.99' w_
rn
w I�
- - _ _ g� (S� \ \ \ \ \ \ r E=573.92' \ = Q \
lo
FFE=573.N'TIC U) \ \ \ \ \ DATE
57328' 67'c� o \ \ \ \ \ \ Q \ 5/6/2019
-
�' - 0-----------�---------- O
\ / / / I 1 ✓ TC \ \ FFE=573.92' \ \ r DRAWN BY
572 94' \ \ \ \ \ \ 573.52' ( \ \ \ \ I Z. DAHL
go
LID
573.20 c5`� �',\ 2.13' \ \ \ \ \ ` - \ \ \ I v D a \ ° DESIGNED BY
TC v 5 .7 \ \\ \\\ \\\ \\ \ \\� \ ° _----- a e d \ ° \ \\ \ e ° I • A.ALLISON
TC \ TC 571.82' 57t-79' \ \ \ \ // '-- - - - - --
575.10' 573.62' v \ \ \ \ \ \ \ \ / I v a ° ° o ° a \ \ \ CHECKED BY
b \ \ \ i D \ a p v \ • °
og
/ oGo
00
1. HASH
TC / / / 72.10' o _ \ \ \ \ \ SCALE
\ _ 575.66'� / / / _ TC / J ' \ \ \ \ \ \ / v� 15 a D \ \
575
53'
I
�
i
FC
\ S \ \ U I I I I
573.21' TC
/ I
/ 3TC.26' / 573.99' II \ \ \\ \\\ \\ IW '�I
TIC TC I \ / , 1 I 1
/ 573 = 573.49' 572.99' - I I \ \ \ \ \ \ / w / / Q
TC -
573.86' / / v FFE=573.92' - I II \ \ \\ \ / / / ' I I '
\ / / / '
Q
\ 576.70' TC - - - - - I \ w /
\ \ \ \ \ 574.15' TC TC TIC I / \ \ \ - r n / / / / ' / / D
\ \ \ 574.08' 574.07' 574.3- - \ - v / / / / / ' w
TC LL]
\ Sc40, \ \ \ \ \ \ \ I - TC \ TC 574.05' TC 573.92' LP \ \ \ \ / ' /' / / W
1..1� O
578.38' \ Sj TC 573.89' 573.94' 570.61' 573 / \ \\ Z / / / / / / ' / / Q a
\ \ 6 576.50' C� C - - \ \ / / / /' / V J
\ < ( n 578.33' \ 577.19' _ - ° 85 _ S, / / ,' / / ' / / J w V
\ TC \ TC 577 - TC r o0
\ \ \ \ \ 578.TC \ \ - S85 _ 576.50' 574- - ' 572 / ' / - J / Ir 1 1 1 / Z
- ! 1 Q Z
\ 57733' _ - _ _ - - - � _
1 /
57798' \ - - 578 pv --- - -- 5�3.42' <
\\ \\\ \\\ \\ \ \\ \o ° ° < ° TC TC ----- _ ---------- ) 1 ,
°8°° \ / a a a� a a� a Q 4 - ` Q - Q - - - - - ' ' 577.52' - _ 574.58'
1 \ \ \ \ \ - - _ _ - - c ♦ ° a G n
\ \ \ S - ' \ / \ O/ 1 LX \ \ \ \ \ \ /` a Q a - a1 a a 1 a < a1 a Q / Q / - t 1 a a G
IN,___ / / I
r IF
\ \ \ \ Wlo
_____-- T
w _ - _---- I 1 4'�.'
-- w _ _ - - - -- SAN r
- - - - - - - -
\ \ \ \ \ \ \ w _ _ - - - -
\I \ \ \ \ ------ w w ____------- _ -- --- - R
w
°�° d\ d \ \ ° a \ ° ° ° ° °\ \ e \ 58O I _ _ _ _ - - - - - - - - - - - W - - - - - \ \ \
° °\ a ` e - �- ------ �r W O
an _ - - - - - - - - - - - - - - - - -
d/_- ea a
\ I \ \\ \ \ \ \ \ 576 -- /- _ _ c------uFo__ ° a A N g3
\ \ I \ \ \ \ \ 574 _ _ - - - _ _ _ - - ------
\�\ \ 572 --__ - - - - - - - --- - - - - - JOB NO.
_ P
568 \ \ //-----------------� >
NOR
' z 0 20� 40' SHEET NO.
-575 - _ 1
C5.4
\
72.25' ' -_ ��--- \ \ \\ a D 8
\v va \ \ I • 1„=20'
TC --- G)
---- ^ _ -
�■o
TC o \ \ \ \ - \� \ \ \ LP
go
573.52
572.47' \ \ 8 \ \ _ \ \ \
FFE=573.92' \
- - TC 572. 6' % \ \ \ a 1 1 T•.L I
572.68'
572
.82'
1 \ \ \ \ \ \ 1 \ I I I
---'' ) TC---" L - ' / I 02 U) \ \\------L-----�--�---�
- 7 - 7 - 7 -
IJ ' / •• \ \
575.85' TC / / /) 572 58' 572.37' TC TC \ \ \ \ \ \ \ \ \ \\ \ \ \ 1 I I I O
0 6 , / TC 573.02' 573.32' \ \ \ \ \ 1 I I I I
- - 00 575.73' TC 573.14' \ \ \ \ \
C / 73.05'
5 573.63' \ \ \ \ I I I I
/ / TC /
M / �576.28' \ \ S� \ \ \\ L ,
\ _ -
�
r\
�a
�O
o O
m cn
z
mO
02
c
T �
m O
a 0
c m
Coc
0-
c
Z N
O�
2 n
2 x
H O
O
� O
O
a L..
o .3
a
Y
U)
O N
d 5
2
d to
m c
N O
c o
0
E �
7 O
U m
'�
m �
�U
O C
N O
N
m U
c N
m c
o
c U
o_ o
.E
L
m
c
.m
c
0
ILL
c
Q
T
Q
rn
rn
0
N
30
c
0
ro
0
a
` \ 564 563 \ i -
\ TP P
P 567
\ 569 568 \
\` 572 - 570
, // / /y
TC
'> 4j't
�'�
Q
�'t
��
�� 571.71'-
_
\
\
\ \
\
569.90'
TC
TC
572.92'\
\ 1c
TC
\
570.10'
571.29' 571.76'
`
\ 573.62'
TC
574.05
\ \ 573:83' \
TC TC
\ 573\.85' \ 573.80'
1.97'
\n,
4"W
6�
AnW
\ 'W
�nW
4"W
4"W
S TC
\ ,7
- -
�
�
�
�
�
\ \ \ \
1 1 I I
TC
571 28'
56
571.17' '4 TC11
\ \\ 570.79'
5 2.81'
5 3.92' 1
TC
574.16' \
I 574.24' \ \
\ I I I
5 2.83'
'
TC
5 1.89' /
''' / J \
\
5 0.46'
TC
/
v
573.06'
5
TC
ffC
\
\\
573.27'
/
TC'
\
\\ \\
`.
/
572. 8' 571.93'
C
TC
572 571.66'
\
\
TC 1 1 1
57 1
/
1
572.30'
573
Sip
\ \ \
\\ \ \
\ \
11 ' 1
1
.42'1 I 1
1 '\
1 1 1 5�
TC
573.48'
\
/
/ /TC
TC '
'
-
_
\
1 \
/ / /
572.14'
/
---------------
\ \
\ \
1 1
1 1 1
I I
I I I I 1----_'
I
LP
J
L-
\
5\73 61' \'
. TC
573.61'
\v
I
_
\ \
\ \
I 1 I
1
I
I I I
572.98'
/'TC
Tc ' 573.72'
-5-r.03' /
FF=573.92'
TC
I I /
/5 3. 6i /
FFE=573.92'
SAS / �
FFE=573.926 \
1
- - - - - - - - - - - - - - - - - - - - - - \ \ \ \ \ \ I/l I , I I 1 ' 1 / l ,' / / / / ' / ' /
666
S \ \ \ \ 1 II a� / 11 i
FFE=573.92'
-- - - - - --
\\ \\ r E=573.92' \
TC
573 66' I I I \\
TC
I I /
\ \ Q Q \ 574.00,
TC -;I.------------- 574.61' � i
TC C73.64'
FFE=573.92' - \
/ \
\ \ - \ I 1 I / I I ✓ ' / , 573.80' (/J
LP \ I 1 I I I I I I I I I /'/' /' 574. v / ° V TC I >
\ \ ` 573.52' ( _ \ \ I 1 I I I I I I / / / / ° 574.53'
TC
574. 1'
\ r-_`�
dF=5713.92' I 1 I \
6
8� -570- \ \
Z
LP
\ LP - v - - _ - - - `Q+ \ c \ \ I I I 1 I I I 1 1 1 \ \ \ \ 1 / / / 572.52'
573.52' FFE=573.92' a _\ a \ ` � 1 T•� I I I 1 � - I
\ \ \ ` \v •\ \ v a � - - - _ - \ \ 1 1 I I I I 1 11 1 1 I 1 1 \ \\ \ � I ' I' / / / / � / / / / / / i - - - - - - - - \ - _ _ \ \
\ \ 0------L--------------7---�- TC
I I I I I I I 1 I 11 I I / / / TC / / ' 572.46'
573.63' / ��57 .76' TC I - '
572.69' TC Z I
572.33'
572.80' - \
572.98' II I \ \ ^
\-
I
�V/�•
\\ \ L1 J , / / / I I 1 I I I I I I / / / ' / 573.91'
D _
Z
I
�l FFE=573
/ �92'
TC ' 571.23'
571.95' TC
571.97' - I- -
LU
�
I 572
Lij / / / TC St TC - - - - - - - / �' I / / i- � 573.00' 572.54'
573 ' ' I -----
573.42' ' / / SA I 573 / 573.14' TC z
_-- - - - - --
W �
-TC 573.16'
572 / 573.11,
7 AZ
J - - - I / I / / /' ' I / // I / / 572.42' ' / T / TC - -580- - -
G g - _ - - - - - T _ I ' /' / / I / / / / I \ / ' / ' / / S) / 574 7`3.73' ' 572.19' _ i -
G / \ / / / - _ 7`/_ \ / ' / ' / / 4 574.A8' /
1 a a " < G / / / ' ' / / _ _ - _ _ _ _ `/� _ \ - - - - _ / ,' /' / I - - - - - - - - - - - - - -
aJ a c a -� U 4 a + ' a I� a a -/ / a i a `/ </ f a--
_ _ _
a / S a�' ? a / c a a /a J a-
_ \/ _
T�_
G7\ 1 I ,
SANS - - _ _1 \ - -� - - - - --�- / ` SAN / / S/qN // /' Af BAN
- - - - _ ROAD IMPROVEMENT BY s
w
OTHERS. SEE DRAWINGS
'\ ' /I %
w _
_
i 1
w
w
-- - - -
TITLED "UVA RESEARCH
` i 1/
+ -
\Iv - \ /
- - _
/ --- -
w\ \
w
- \\'\
o°o
' -- -
PARK LOOP ROAD"
UFO - _d / °
-
/ /zil
d
/ J/
_d
UFO
°
dd
0°
%
d- ,
d dd
$3
_
---\�,�Q-
`_-_
\_---__
-
\
D
\\\\ \ \\
'I "- -
SCALE1"=20'
-
\
576
NOR
v-
-------------
5
0 20' 40'
/
/
/ I
y Lie. No. 31371
o�12-I�-IG
�6'SI ONAL
M E
0 0
rn �
N �
N
�
> E
w
H i 3
w O
W
2W
a J U
00
Z
-
J in
O
a > o 'a"OU
OU
(7 W M
z~
�OU)
U)
LL
C) �
o
0
0
�
,Lr)_, = N N
z
�U< -
-
as
U)
12 N
;
Q
2
a �
>
j
CO J
�
cz
U)
M
O
(7
M
O
LU
LU
w
0)
Q
O
N
z
O
m
DATE
M 51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE 1 /O/
JOB NO.
43266
SHEET NO.
C5.5
�a
�O
o O
mU)
z
O
0
T �
m o
a 0
c m
Co c
0-
c
Z N
O
� Q
g x
H m
CD
0 L
0
m o
a�
0 3
a
Y
U7 �p
7 N
d U
2
�N
m c
w°
�o
� m
d �
m �
�U
o c
N o
m U
�2
c N
m '0
c U
cu
a o
L
LEGEND
AREA C / / / / / / /' / ,' / / / / , / / / j / / , / / /// /'/ / / /'/ // ' / / _ ' '- _ _ - - - - = - 1Q7L} 76 i - / -530�
INLET , / / / / / / / / / / / / / - - 5
(VANAG.E6)// / / / __-_ --- �5�5'�'_---------- J /,ST�EF'l PAS, /_\7 // 11
7476
J�/ _--
lq
53G,9/�'---_- \ \ \ \ \ \ \ \ \ \ ,WETLANDS
�� / �y �� - - - - �0' STREAPot BU FFEi?
// //f// // / , /i�sr�y y,le 11
S y y y \ \ \ \
�v - \ / \ \ \ \ \ \ \ \ \.y
y y - \ \ \ \ \ \ \ \ \ / / / D /
/ / / / v f / X ARE �ENGE \ \ \ \ /
/ / ' / ' / .11
y y , y y / y/ / ' ' \ \ �/ ' / \ \ \ \ \ \ \ \ \ \ ` 550 49,548
54,�� f J4� 43 / / / I
'/ / / \y -V '��i / ' / ^`S6 \ \ \ /� ' / ' / \ \ \ \ \ \ \ 553552551
s, _ I \ D
"00-\ 65 5
\__--559658657656 20
VyE'%LANdS � � ' � -� �'/_ � - - � -561 55
\ \ 564 562 / / 5
/ / / / ' ,' ,' / / / / / ,' / / / /' / i� y� y y 565 _ - - - \ \ \ 566565
'WI�4EFENCe // 1_579568567
5lool
// .�-� cn
4"W 208 / /
_ - - ' ' / / ♦ '1� \ \ \ \ \ I \ \ \ 0.15 0.83 /
570- ' � l \ may' s, 501 \ \ \ \ \\ \\ \ I\ \ I / ' �560
� / / / may/ - _--- ---- _- _- -- \ �♦ \ _ - \ \ \ \ \ I /
213 212 60 - - - - - -- -- - \ \ I I 40
y y / _--_'/ ----='�__ -'j� \ - 603 - --- \ 502
-� ' _______-' ;-' -I \ \ \ 572
- - -� �' 70 4' W S) I I 573
/
0.13 0.85 /
�/ /',' ____- % 5_ _ \ �`�` \11 \ \ __ \ \ \ I 1 1 1 1 I ► \ 402 /
/'i'�i'/ -�� / // \ \ 3 ' - \ � \\ \ \I II I 11 11 II � I I I I I I // 0.22 0.39
/ - 70 _---- An)
214 ;;�5�7 I \ \ ti\ \ \ \ _------ rO4 0.90
704
- - - - - - - - - - - _ \ I 1 / l I I I I I I I I l ,/ /' / /' ,' / /
\ \ --_ _ _5
//IIII/// 1 `♦� \ �\ O \\\ \\ \\ \i \Ir co I//' / I'll
1 l l/
\ / / // / Jl ll I\ �Gj`b /_ // ///\ \ I \ li _ // / I �/ I c /
�+/ ' z /
♦ / , r / // -� \ \ \ �4i` /' _ '�/ /i/ \ \\ \\ \\ \ --- ----- \ .\ \1 11 1 , 1 1 i �1 / 1 I I // / // /' //',' i� �.' D I/ /
♦ / l r l 5 / - p ! / 0d \ I\ 604 - - \ 1 I
605 TooI�_/
606--------��---\----�-�-r
\ \ I
22IT 18 �' M \ \ 1' - - �
\ \ \ _ - 609 \ I 6�0 ' 0.87 I
��\ \ \ \��--- I \ \ I I I I I I I I / / ' / / ' ' 0.05
\ / ♦ \ / \ / � 0.140.89, \ \ \ -I - \ \ I I I 1 1\I I I I('0
I // // // /
' M.o.
/I`' 0.17 0.90 ----- \ \ I I I co 20 0.90 / / / ♦\I 218 / ! --- -- I�� r �/ // / 304 I -
801 00 I f^ir+ I \ \ \ �07/609 ` \ \ l I I I I I h ► -
/ ♦ 1 0.29 0.63 / ♦� �_ ' - \/ �, I �' 607 \ 1 1 1 I 1 I 1 609/6111 I / r r / / ,' / r / ,cr, , _ -
1 00 I � 0.37 0.49 \ \ I I 6 1 I I 1 1 1 \ / , i / / / / - to
220 f� / 216 / 811 811 \^\\ - \ I I I I 1 I 1 1 1 \ // / ,' / /' z I - 570-
' / ✓ / ♦ / ' _ \ \ C 606/608 \ \ \ I I I I I 1 I 1 \ I 1 / / i ' / / 0 / aj ♦ ' I
-
/ /
610/612
4.95 __- --,__, I I 1 1 \ \ 1 r / 0.28 0.38_----
1 223 / Y s� _ 803 \ i�' \ \ \ c ` \ _ I \ ` \ 608 \ \ ' \I \ I I I I I, II II II I 11 11 I 11
223 I ' / / 04
- ' / - - ♦
� , 317I------
/ I / 810� ^\ \ \ \ I I I I I i 11 1 I\ 1\\ I I I
s
\� /' I / � .809
\ _ --
0.31
I
I / \ \�\ \\`\ 1 I I I I I I I I I * I I 11 I I I ///' /D
/' ' 804 � 30 z
==/IM ' / j � Soy I I
/ \
LO 573 /' \ I I 0.06 0.90
\\ I � ' / 0.17 0.81 / _ r - 11 I I 807 \\\ I \ \/ ,l /' // // I I I I I i i ♦I II II ` I ' /' / // / I i , I^� ,' s�5
\ / �' / I 1 , 1 \ \ , / 0.40 0.90 / / I I I I I I a / I h 0.41 0.80 1 I
802 _ - ;L / I I I \ \I \\ \ ' ' / , I 11 I I I I I i I� I / r / 0.12 0.90 I I /•
3'17 306 ---_
` -30� -- /
808
LO
\ \ ` �77---- - 574 7 0.1810.39 572 -' ' , ITr- �/I'� 08 / / 6,> Iz I
\ C24 ` �- 8 6
- - - - 757,8q
8- - 806_---- �� J ' 1 1 I / / 573 / / ° /' 1
574 / I 1 1 / ' , \ 309 /° , /12.07---
\ \ \ \ �. ----- - r r I / 0.17'0.41 �-
\ _ ---- -- - G-------� 1 / C21/ / I/ ' 5 / - 580
_ 125- 00'
I
A ,` 4 41 'G '� � 10 `°12'02 E '
_ r- -_-' ___----- - - - - - „ ` Y1 '-` T•` ' o _ i N18°1-' '�_
w _ w _------------------ SAN \ 0.07 0.35 / SAN // ' SAN / S //-
e \ • °\ ° •` \° N �580_ _ - _ ----- w w -----------� ---------\\\ // cc \ \ l / /�\ ✓ ��� 308 / / , / _ _ _ '1
\ \ S SAN \(N-►-o / / �r� /
\ \ \ \• •° .\e _a _ ---------------- _ w W /- c�-n c)\ \ \ I I II �/ �\ '� co-� W / /
a
_ - - -•e _ - -UFO - e
now low 1A A
�w - - -N22 5055E 429.96' - - - - - - -_- _o -- ----- �'`o \ \ \ ° 1 0 �\ ' •'' /' l L -
F e _ \\
9 / /----ft6� l �O� ����� ���- _ �� \ \C22\�_
nn
me
���\\T_ SCALE1"=30'
STORM INLET WIG 0 30' 60
-_, \ I 1� / I ♦\ _-- ____-_------ _
2.5'X2.5' \\ I /� /' / I ��--- _-_--_---__-_-_,_\ / l /
TOP ELEV.=572.56' \ \ I O / /' / I �♦ \ \ - - 58017 - - - - - - - - - - / /
INV.OUT=569.16'18"RCPI � I I r ♦I^ ---- - - -- ` ---- - - --- -\ ,
r }H o
Lie. No, 31371
12-1-1-ICf ���'
kS l_ nNAL �
M E
O
N OV
N �
C
> E
w E
~ U N
Q�" �
w �
w o
pw O
J U 00
w J - u]
FI
a O N
Ul
Z_ ie 4
3:OrnQ
ce w
_ N
= U > Lr)
� a
c �
rn
O N
� M
CO J
kD F_
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
J. HASH
SCALE 130'
J
I --I
Vl
TO
i
z
0
I --I
� z
a
J �
H�
m i CQ
G
TZ z
W o U)
w
J
= Q LU
Jma
a
TW 2:
i
V J O
Q
C�
G
0
U
z
W
D
JOB NO.
43266
SHEET NO.
C6.0
0
U
0
0
w
m
cn
0
0
0.
7
0_
T
0
a
3
m
0
c
cu
a
m
ca
m
0.
0
0
3
c
�-oil
70
oW
:5
2Z
00
:2 2
0
c
T
� O
�N
a 0
oQ)
C� 3
zN
0�
2 a
x
F
o
c=
0
CL :5
2 .3
0
U N
N ,0
2
d N
N C
ay.. 8
E `o
a
7 C
0
a
70-0
�U
0 C
( o
w.
N U
a 2
�N
(n_
w 0
C p
Qo
�E
L
a�
c
c
L
LL
cc
Q
N
O
0
rn
0
N
00
0
m
6
a
LD-229 PROJECT: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL Designed by: A. MABEE ROUTE PROJECT UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL DESIGNER: A. MABEE DATE 12/1712019
STORM SEWER DESIGN COMPUTATIONS LOCATION: ALBEMARLE, COUNTY CHECKED: UNITS:NGLISH OP
COUNTY: Charlottesville Checked by:
STORM FREQUENCY 10 UNITS ENGLISH
L^e
Lie. No. 31371
0�12-��-IG
S'S'InNAL �
M E
O O
� v
N
N O
>E
w
H H a
Q L! o
LL Z Z
LU O a W W
w -J
O N Q Q
() W N 4 a
O 3 X
LL
is LU
O Q 7 0 U
2 (DN z W W
U a Ln O a a
N >
(D LU
(n
O
2
(D
O
0)
w w N
ti
Q O N
ti
z
O
U) DATE
51612019
O
DRAWN BY
LD-347 PROJECT: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL DESIGNED BY: A. MABEE
HYDRAULIC GRADE LINE ANALYSIS Z. DAHL
Checked:
INCIDENCE PROBABILITY 10 Year
• DESIGNED BY
• A. ALLISON
• CHECKED BY
• 1. HASH
• • SCALE
• N/A
LD-347 PROJECT: UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL DESIGNED BY: A. MABEE 1-
--HYDRAULIC GRADE LINE ANALYSIS ~^^�
Checked: I..L
INCIDENCE PROBABILITY 10 Year
O
V I^
z z
O O
Hq
J
U
I --I J
a
CO Q U
Q LU
p-
W Z) a
O 06
W
J L
Q LU
w J
41 Jmz
Q Q '-'
W
LU
(V l
V /
^<
I..L O
O v ,
U
z
W
JOB NO.
43266
SHEET NO.
C6.1
0Li J LU
LU
CL
0
0
.20 65.47 0.01000 24 Circular
PIPE
NO.
FROM POINT
TO POINT
DRAIN.
AREA
"A"
Acre
(3)
RUNOFF
COEFF.
"C"
(4)
CA
INLET
TIME
Minutes
(7)
RAIN
FALL
In/Hr
(8)
RUNOFF INVERT ELEVATION
LENGTH
of Pipe
Ft.
(12)
SLOPE
Ft./Ft.
(13)
SIZE
(Dia. Or
Span/Rise)
In.
(14)
SHAPE
Number
of Pipes
Capacity
CFS
(15)
Friction
Slope
Ft./Ft.
NORMAL FLOW
FLOW TIME
INCRE- CCUMU
MENT -LATED REMARKS
Minutes Minutes
(17) (17) (18)
INCRE-
MINT
(5)
ACCUM
ULATED
(6)
Lateral
CFS
Tota1Q
CFS
(9)
UPPER
END
(10)
LOWER
END
(11)
Depth of
Flow, do
Ft.
Area of
Flow. An
SgFt
Hrn
Ft.
Vn
Ft/Sec
(16)
En
Ft.
REFERENCE
(1)
STA.
REFERENCE
(2)
STA.
101
102
100
0.00
0.00
0.00
5.33
6.43
0.00
26.67
454.17
454.00
16.96
0.01002
30
Cnailu•
1
44.48
0.00370
1.40
2.82
0.67
9.47
2.79
0.03
5.36
103
104
102
0.00
0.00
0.00
5.25
6.45
0.00
26.67
491.50
454.27
79.54
0.09090
21
Cn'�r�'
1
51.75
0.02510
0.89
1.23
0.44
21.68
5.19
0.06
5.34
105
106
104
0.00
0.00
0.00
5.18
6.48
0.00
26.67
506.00
493.37
136.93
0.09950
31
Cn�a'lu�
1
54.15
0.03510
0.87
1.19
0.44
22.43
8.68
0.09
5.38
107
108
106
0.00
0.00
0.00
5.10
6.51
0.00
26.67
517.00
507.79
102.SS
O.OS954
21
Circular
1
51.37
0.02510
0.90
L24
0.44
21.56
5.11
O.OS
5.15
109
110
108
0.00
0.00
0.00
5.00
0.00
26.16
521.00
517.11
59.24
0.04356
21
Cn�c1'lu�
1
35.83
0.02420
1.11
1.61
0.50
16.26
5.21
0.09
5.09
195
196
194
0.00
0.00
5.52
7.65
5.75
0.00
45.76
531.04
527.00
31.49
0.12534
36
Circular
1
25S.S6
0.00470
O.SS
1.74
0.50
25.11
13.15
0.02
7.70
197
198
196
0.00
0.00
552
7.62
5.79
0.00
48.76
538.75
533.19
82.03
0.06771
36
Circular
1
188.02
0.00470
1.04
2.18
0.55
22.34
8.79
0.06
7.68
199
200
198
0.00
0.00
5.52
7.54
5.51
0.00
48.76
540.07
538.75
66.15
0.02001
36
Circular
1
94.35
0.00550
1.53
3.62
0.76
13.46
4.34
O.OS
7.62
201
202
200
0.00
0.00
5.52
7.49
S.S3
0.00
45.76
541.51
540.07
53.35
0.02692
36
Circular
1
115.55
0.00470
1.34
3.06
0.70
15.95
5.29
0.06
7.54
203
204
202
0.00
0.00
552
7.47
5.53
0.00
48.76
544.00
542.84
16.64
0.06984
36
Cn�a'lu�
1
190.95
0.00470
1.03
2.16
0.57
22.59
8.96
0.01
7.49
20S
206
204
0.00
0.00
5.52
7.46
5.53
0.00
45.76
550.59
549.55
19.27
0.06919
3G
Circular
1
190.06
0.00470
1.04
2.17
0.55
22.51
5.91
0.01
7.47
207
208
206
0.15
O.S3
0.12
5.52
7.45
5.54
0.00
48.76
559.15
557.57
16.02
0.07971
36
Cu�culu�
1
204.00
0.00470
1.00
2.06
0.56
23.69
9.71
0.01
7.46
209
210
208
0.00
0.00
3.45
7.09
5.93
0.00
36.59
561.15
560.30
171.29
0.00500
36
Circular
1
51.09
0.00270
1.59
4.69
O.SS
7.57
2.55
0.36
7.45
211
212
210
0.53
0.69
0.37
2.76
6.71
6.03
0.00
33.OS
562.23
561.25
156.36
0.00624
36
Circular
1
57.08
0.00220
1.64
3.95
0.79
5.37
2.73
0.31
7.02
213
214
212
0.48
0.60
0.29
1.38
6.31
6.14
0.00
24.72
563.32
562.33
199.00
0.00500
30
Circular
1
31.42
0.00320
1.67
3.49
0.73
7.09
2.45
0.47
6.78
21S
216
214
0.43
0.76
0.32
1.09
6.16
6.15
0.00
22.56
563.52
563.42
52.75
0.00751
30
Cnculu�
1
35.51
0.00270
1.39
2.50
0.67
S.1S
2.43
0.11
6.27
217
218
216
0.13
0.89
0.12
0.76
6.04
6.22
0.00
20.78
564.12
563.82
39.93
0.00749
24
Circular
1
2L21
0.00750
1.60
2.70
0.61
7.70
252
0.09
6.13
219
220
218
0.29
0.63
O.1S
2.46
5.35
6.43
0.00
16.OS
566.20
564.22
132.11
0.01500
24
Circular
1
30.02
0.00450
1.04
1.65
0.51
9.72
2.51
0.23
5.55
221
222
?�0
0.00
0.00
2.25
5.14
6.50
0.00
14.90
567.44
566.30
75.SS
0.01500
24
Csa'lu�
1
30.02
0.00350
1.00
1.56
0.50
9.54
2.41
0.13
5.28
223
224
?�2
4.95
0.74
3.64
3.64
5.00
6.54
0.00
23.50
568.36
56754
53.41
0.01539
24
Cn�a'lu�
1
30.40
0.00980
1.33
2.22
0.55
10.71
3.11
0.08
5.08
301
302
208
0.13
0.86
0.11
1.53
6.23
6.16
0.00
11.53
S60.S5
56
INLET
OR
JUNCTION
STA.
IM/ERT
EL.
OUTFLOW
PIPE
DEPTH
OF FLOW
OUTFLOW
PIPE
OUTLET
WATER
SURFACE
ELEV.
DIA.
PIPE
Do
(Inlmm)
DESIGN
DISCH.
Qo
(CFS/CMS)
LENGTH
PIPE
Lo
(FVM)
FRICTION
SLOPE, Sfo
(FT/FT)
(NYM)
FRICTION
LOSS
Hf
(FVM)
JUNCTION LOSS
SURFACE
FLOW
Adj. Ht
1.3
F6
(FVM)
Inlet
Shaping?
Y/N
0.5
Ht
(FVM)
FINAL
H
(FVM)
Inlet
Water
Surface
Elevation
Top of MH
Top of Inlet
Elev.
APPROX.
Adjustment?
Vo
Contr.
Ho
(FVM)
Vi
Vi'2/2g
Fi (Expn)
0.35'MAX.
(Vi2/2g)
SKEW
Angle
K
Bend
H
(FVM)
Sum
HL
(FVM)
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(16)
(17)
(18)
(19)
100
482.000
102
484.000
2.50
486.000
30
26.670
16.96
0.00377
0.064
9.470
0.348
21.678
7.297
2.554
0.0
0.00
0.000
2.902
0.000
2.902
YES
1.451
1.515
487.515
489.227
O.K.
104
484.270
1.75
487.515
21
26.670
79.54
0.02523
2.007
21.678
1.824
22.427
7.810
2.734
0.0
0.00
0.000
4.558
0.000
4.558
YES
2.279
4.286
492.391
499.431
O.K.
106
493.370
1.75
494.770
21
26.670
126.93
0.02523
3.203
22.427
1.953
21.555
7.215
2.525
0.0
0.00
0.000
4.478
0.000
4.478
YES
2.239
5.442
506.867
523.720
O.K.
108
507.788
1.75
509.188
21
26.670
102.58
0.02523
2.596
21.555
1.804
16.258
4.104
1.437
0.0
0.00
0.000
3.240
0.000
3.240
YES
1.620
4.216
517.895
535.952
O.K.
110
517.113
1.75
518.513
21
26.160
89.24
0.02428
2.167
16.258
1.026
0.000
0.000
0.000
0.0
0.00
0.000
1.026
0.000
1.026
YES
0.513
2.680
522.110
534.200
O.K.
INLET
OR
JUNCTION
STA.
INVERT
EL.
OUTFLOW
PIPE
DEPTH
OF FLOW
OUTFLOW
PIPE
OUTLET
WATER
SURFACE
ELEV.
DIA.
PIPE
Do
(In/mm)
DESIGN
DISCH.
Qo
(CFS/CMS)
LENGTH
PIPE
Lo
(FVM)
FRICTION
SLOPE, Sfo
(FT/FT)
(NVM)
FRICTION
LOSS
Hf
(Ft/4
JUNCTION LOSS
SURFACE
FLOW
Adj. Ht
1.3
Ht
(FVM)
Inlet
Shaping?
Y!N
0.5
Ht
(FUM)
FINAL
H
(FVM)
Inlet
Water
Surface
�evation
Top of Mi
Top of Inlet
Elev.
APPROX.
Adjustment?
Vo
Contr.
Ho
(FVM)
Vi
Vi"2/2g
Ff (Expn)
0.35'M4X.
(Vi2/2g)
SKEW
Angle
K
Bend
H
(FUM)
Sum
HL
(FVM)
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(16)
(17)
(18)
(19)
194
529.000
196
527.000
3.00
529.400
36
48.757
31.49
0.00476
0.150
28.107
3.067
22.337
7.748
2.712
0.0
0.00
0.000
5.778
0.000
5.778
YES
2.889
3.039
532.439
539.996
O.K.
198
533.192
3.00
535.592
36
48.757
82.03
0.00476
0.390
22.337
1.937
13.457
2.812
0.984
0.0
0.00
0.000
2.921
0.000
2.921
YES
1.461
1.851
539.788
546.364
O.K.
200
538.746
3.00
541.146
36
48.757
66.18
0.00559
0.370
13.457
0.703
15.952
3.951
1.383
0.0
0.00
0.000
2.086
0.000
2.086
YES
1.043
1.413
542.559
553.171
O.K.
202
540.070
3.00
542.559
36
48.757
53.38
0.00476
0.254
15.952
0.988
22.588
7.923
2.773
0.0
0.00
0.000
3.761
0.000
3.761
YES
1.880
2.134
544.693
550.231
O.K.
204
542.838
3.00
545.238
36
48.757
16.64
0.00476
0.079
22.588
1.981
22.511
7.869
2.754
0.0
0.00
0.000
4.735
0.000
4.735
YES
2.367
2.447
547.685
555.994
O.K.
206
549.554
3.00
551.954
36
48.757
19.27
0.00476
0.092
22.511
1.967
23.691
8.715
3.050
0.0
0.00
0.000
5.018
0.000
5.018
YES
2.509
2.600
554.554
564.476
O.K.
208
557.872
3.00
560.272
36
48.757
16.02
0.00476
0.076
23.691
2.179
7.872
0.962
0.337
0.0
0.00
0.000
2.516
0.718
2.516
YES
1.258
1.334
561.606
570.840
O.K.
402
565.035
1.00
565.835
12
0.563
74.22
0.00022
0.017
5.927
0.136
0.000
0.000
0.000
0.0
0.00
0.000
0.136
0.563
0.177
YES
0.089
0.105
568.478
572.300
O.K.
210
560.297
3.00
562.697
36
36.889
171.29
0.00272
0.467
7.872
0.241
8.371
1.088
0.381
0.0
0.00
0.000
0.621
0.000
0.621
YES
0.311
0.777
563.474
572.609
O.K.
212
561.254
3.00
563.654
36
33.079
156.36
0.00219
0.343
8.371
0.272
7.090
0.781
0.273
0.0
0.00
0.000
0.545
2.213
0.545
YES
0.273
0.615
564.269
569.340
O.K.
214
562.325
2.50
564.325
30
24.723
199.00
0.00324
0.644
7.090
0.195
8.179
1.039
0.364
0.0
0.00
0.000
0.559
1.781
0.559
YES
0.279
0.923
565.248
569.610
O.K.
216
563.424
2.50
565.424
30
22.859
52.75
0.00277
0.146
8.179
0.260
7.696
0.920
0.322
0.0
0.00
0.000
0.582
2.003
0.582
YES
0.291
0.437
565.861
570.320
O.K.
218
563.821
2.00
565.861
24
20.776
39.93
0.00751
0.300
7.696
0.230
9.719
1.467
0.513
0.0
0.00
0.000
0.743
0.728
0.743
YES
0.372
0.672
566.532
571.020
O.K.
802
564.220
1.50
566.532
18
4.894
54.65
0.00193
0.106
5.567
0.120
5.296
0.436
0.152
0.0
0.00
0.000
0.273
0.860
0.273
YES
0.136
0.242
566.774
571.650
O.K.
804
564.730
1.50
566.774
18
4.012
14.62
0.00130
0.019
5.296
0.109
4.681
0.340
0.119
0.0
0.00
0.000
0.228
1.447
0.296
YES
0.148
0.167
566.942
571.650
O.K.
806
564.944
1.00
566.942
12
2.532
132.77
0.00450
0.597
4.681
0.085
5.372
0.448
0.157
0.0
0.00
0.000
0.242
0.412
0.242
YES
0.121
0.718
567.660
569.940
O.K.
302
560.197
2.00
561.797
24
11.825
65.47
0.00243
0.159
7.732
0.232
7.340
0.837
0.293
0.0
0.00
0.000
0.525
0.690
0.525
YES
0.262
0.422
562.219
571.610
O.K.
304
560.952
1.50
562.219
18
11.135
152.50
0.01001
1.526
7.340
0.209
7.206
0.806
0.282
0.0
0.00
0.000
0.491
0.288
0.491
YES
0.246
1.772
563.991
572.240
O.K.
306
562.577
1.50
563.991
18
9.507
102.35
0.00730
0.747
7.206
0.202
6.859
0.731
0.256
0.0
0.00
0.000
0.457
1.950
0.594
YES
0.297
1.044
565.035
570.690
O.K.
308
563.700
1.50
565.035
18
7.411
105.01
0.00443
0.466
6.859
0.183
6.850
0.729
0.255
0.0
0.00
0.000
0.438
0.160
0.438
YES
0.219
0.684
565.719
570.920
O.K.
310
564.845
1.50
566.045
18
7.366
116.50
0.00438
0.510
6.850
0.182
6.353
0.627
0.219
0.0
0.00
0.000
0.402
0.443
0.402
YES
0.201
0.711
566.888
571.050
O.K.
EXlnlet
566.107
1.50
567.307
18
6.949
29.29
0.00457
0.134
6.353
0.157
0.000
0.000
0.000
0.0
0.00
0.000
0.157
0.000
0.157
YES
0.078
0.212
567.519
572.000
O.K.
602
563.190
1.00
564.269
12
6.574
42.85
0.03033
1.300
9.683
0.364
6.485
0.653
0.229
0.0
0.00
0.000
0.593
0.000
0.593
YES
0.296
1.596
565.865
570.903
O.K.
606
565.330
1.25
566.330
15
6.490
119.67
0.00899
1.076
6.485
0.163
5.496
0.469
0.164
0.0
0.00
0.000
0.327
0.298
0.327
YES
0.164
1.240
567.570
572.850
O.K.
610
566.630
1.00
567.570
12
3.214
154.23
0.00725
1.118
5.496
0.117
2.939
0.134
0.047
0.0
0.00
0.000
0.164
0.304
0.164
YES
0.082
1.200
568.867
572.650
O.K.
612
568.270
1.00
569.070
12
0.307
71.25
0.00007
0.005
2.939
0.034
0.000
0.000
0.000
0.0
0.00
0.000
0.034
0.307
0.044
YES
0.022
0.027
569.171
572.650
O.K.
220
564.220
2.00
566.532
24
16.079
132.11
0.00450
0.594
9.719
0.367
9.537
1.412
0.494
0.0
0.00
0.000
0.861
1.183
0.861
YES
0.431
1.025
567.557
573.320
O.K.
222
566.300
2.00
567.900
24
14.896
75.88
0.00386
0.293
9.537
0.353
10.709
1.781
0.623
0.0
0.00
0.000
0.976
0.000
0.976
YES
0.488
0.781
568.681
575.389
O.K.
224
567.540
2.00
569.140
24
23.801
53.41
0.00986
0.527
10.709
0.445
0.000
0.000
0.000
0.0
0.00
0.000
0.445
0.000
0.445
YES
0.223
0.749
569.889
579.499
O.K.
316
565.478
1.00
566.278
12
1.400
99.43
0.00138
0.137
4.586
0.082
6.427
0.641
0.224
0.0
0.00
0.000
0.306
0.693
0.398
YES
0.199
0.336
566.922
571.850
O.K.
608
568.423
0.67
568.956
8
0.307
55.67
0.00057
0.032
3.069
0.037
0.000
0.000
0.000
0.0
0.00
0.000
0.037
0.307
0.048
YES
0.024
0.056
569.199
572.850
O.K.
INLET
O
¢
wx
z ¢
O
�
¢
R
z
w
v
a
?�
vU,
a
��
�U3O
a `�
W F
1,4
m
���
�
W
a
v'��
rn
w
�
m
w a
O
U w
U x�-�
�
°'
U
P•'
a
U
Q
Sag
Inlets
Only
m
w
F
a
,�
p
¢ Q
m .5
° c
x O
s
Q
� `✓
w
H
208
DI-3C
8.000
0.129
0.90
0.1161
Back/Lt.
0.000'RIGHT
0.020
0.35
0.007
Back/Lt.
0.123
4
0.492
0
0.0196
0.0208
1.953
2.000
1.02407
0.0833
4.00481
3.50
Back/Lt.
0
4
0
0
Ahcad/Rt.
0.492
0.0196
8
0.492
0.836
0.166
0.01383
12.00289
2.836
3.351
Weir Flow
212
DI-3C
6.000
0.330
0.90
0.297
Back/Lt.
0.000'RIG
0.200
0.35
0.07
Back/Lt.
0.367
4
1.468
0
0.0187
0.0208
5.389
2.000
0.37113
0.0833
4.00481
3.50
Back/Lt.
0
4
0
0
Ahead/Rt.
1.468
0.0187
6
1.468
1.968
0.166
0.01383
12.00289
3.968
7.883
Weir Flow
214
DI-3C
8.000
0.221
0.90
0.1989
O'RIGHT
0.259
0.35
0.09065
0.29
4
1.16
0
1.160
0.0225
0.0208
4.294
2.000
0.46577
0.0833
4.00481
0.931
3.50
0.1458
0.1566
7.733
8.000
1.035
1.000
1.160
0.000
2.572
216
DI-3B
8.000
0.317
0.90
0.2853
O'RIGH'T
0.110
0.35
0.0385
0.324
4
1.296
0
1.296
0.0174
0.0208
5.088
2.000
0.39308
0.0833
4.00481
0.880
3.50
0.1458
0.1492
7.722
8.000
1.036
1.000
1.296
0.000
2.770
218
DI-3B
8.000
0.130
0.90
0.117
O'RIGH"T
0.001
0.35
0.00035
0.117
4
0.468
0
0.468
0.0145
0.0208
2.112
2.000
0.94697
0.0833
4.00481
1.000
3.50
0.1458
0.1666
4.460
8.000
1.794
1.000
0.468
0.000
2.027
220
DI
8.000 8.000
0.150
0.90
0.135
O'RIGHT
0.140
0.35
0.049
0.184
4
0.736
0
0.736
0.0233
0.0208
2.781
2.000
0.71917
0.0833
4.00481
0.994
3.50
0.1458
0.1657
6.240
8.000
1.282
1.000
0.736
0.000
2.194
302
DI-3B
8.000
0.120
0.90
0.108
0.000'RIGH
0.01]
0.35
0.00385
0.112
4
0.448
0
0.448
0.0134
0.0208
2.100
2.000
0.95238
0.0833
4.00481
1.000
3.50
0.1458
0.1666
4.277
8.000
1.870
1.000
0.448
0.000
2.024
304
DI-3B
4.000
0.050
0.90
0.045
O'RIGHT
0.003
0.35
0.00105
0.046
4
0.184
0
0.184
0.0097
0.0208
1.542
2.000
1.29702
0.0833
4.00481
1.000
3.50
0.1458
0.1666
2.671
4.000
1.498
1.000
0.184
0.000
1.541
306
DI-3C
6.000
0.280
0.90
0.252
O'RIGH'T
0.130
0.35
0.0455
0.298
4
1.192
0
1.192
0.0140
0.0208
5.173
2.000
0.38662
0.0833
4.00481
0.874
3.50
0.1458
0.1483
7.009
6.000
0.856
0.969
1.156
0.036
2.791
308
DI-1
2.000
0.070
0.35
0.0245
Back/Lt.
0.000'RIGHT
0.025
4
0.1
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.100
0.0100
2.000
2
0.100
0.597
Weir Flow
310
DI-1
2.000
0.017
0.90
O.Oli3
Back/Lt.
0.000'RIGd-I
0.150
0.35
0.0525
Back/Lt.
0.068
4
0.272
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.272
0.0100
2.000
2
0.272
1.164
Weir Flow
316
DI-1
1.500
O.Oli
0.90
0.0135
Back/Lt.
0.000'RIGd-I
0.265
0.35
0.09275
Back/Lt.
0.106
4
0.424
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.424
0.0100
1.500
L5
0.424
1.839
Weir Flow
402
DI-1
2.000
0.016
0.90
0.0144
Back/Lt.
0.000'RIGd-I
0.204
0.35
0.0714
Back/Lt.
0.086
4
0.344
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.344
0.0100
2.000
2
0.344
1.320
Weir -Flow
606
DI-1
1.000
0.025
0.90
0.0225
Back/Lt.
0.000'RIGd-I
0.069
0.35
0.02415
Back/Lt.
0.047
4
0.188
0
Back/Lt.
0
4
0
0
Ahead/Rt.
Q188
0.001
1.000
1
0.188
1.401
WcirFlow
608
DI-1
1.000
0.025
0.90
0.0225
Back/Lt.
0.000'RIGH
0.069
0.35
0.02415
Back/Lt.
0.047
4
0.188
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.188
0.001
L000
1
0.188
1.401
Weir Flow
610
DI-1
1.000
0.025
0.90
0.0225
Back/Lt.
0.000'RIGHT
0.069
0.35
0.02415
Back/Lt.
0.047
4
0.188
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.188
0.001
1.000
1
0.188
1.401
Weir Flow
612
DI-1
1.000
0.025
0.90
0.0225
Back/Lt.
0.000'RIGHT
0.069
0.35
0.02415
Back/Lt.
0.047
4
0.188
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.188
0.0100
1.000
1
0.188
1.401
T > 8.0 ft
802
DI-3B
8.000
0.140
0.90
0.126
O'RIGH'T
0.030
0.35
0.0105
0.137
4
0.548
0
0.548
0.0283
0.0208
1.898
2.000
1.05374
0.0833
4.00481
1.000
3.50
0.1458
0.1666
5.825
8.000
1.373
1.000
0.548
0.000
L898
804
DI-3B
8.000
0.220
0.90
0.198
O'RIGHT
0.090
0.35
0.0315
0.23
4
0.92
0
0.920
0.0236
0.0208
3.468
2.000
0.5767
0.0833
4.00481
0.973
350
0.1458
0.1627
6.955
8.000
1.150
1.000
0.920
0.000
2.366
806
DI-1
2.000
0.180
0.35
0.063
Back/Lt.
0.000'RIGHT
0.063
4
0.252
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.252
0.001
2.000
2
0.252
1.106
T > 8.0 ft
c
c
O
LL
m
1=
c
Q
>,
cl)
O
0
rn
0
ZNI
a
O
a
WATER QUANTITY -ANALYSIS POINT 1
DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT
PRE -DEVELOPED AREA #1
AREA = 19.29 ACRES
CN = 55
Tc = 12 MIN
O (CFS) V (AC -FT)
1 YEAR 1.46 0.298
10 YEAR 29.08
DRAINAGE AREA ANALYSIS (POST-DEVELOPMEN
ENCOMPASS REHAB PROJECT
(TO INCLUDE FUTURE BUILDING EXPANSION OF
5,550 SF, DETAINED -DRY POND)
AREA = 8.12 AC
IMPERVIOUS = 4.62 AC
MANAGED TURF = 3.50 AC
Tc = 6 MIN
Q (CFS) VAC -FT
1 YEAR 18.98 0.916
10 YEAR 47.22 2.331
DRAINAGE AREA #4
(ONSITE, UNDETAINED)
AREA = 0.27 AC
IMPERVIOUS = 0.00 AC
MANAGED TURF = 0.27 AC
Tc = 8.3 MIN
Q (CFS) V (AC FT)
1 YEAR 0.10 0.008
10 YEAR 0.69 0.036
FUTURE DEVELOPMENT #1
(ASSUME 70% IMPERVIOUS, DETAINED - DRY POND)
AREA = 4.95 ACRES
IMPERVIOUS = 3.465 AC
MANAGED TURF = 1.485 AC
Tc = 6 MIN
Q (CFS) VAC -FT
1 YEAR 14.47 0.706
10 YEAR 32.14 1.630
CHANNEL PROTECTION (ENERGY BALANCE):
QDEVELOPED < 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED
<- 0.80*(1.46 CFS*0.298 AC-FT)/(2.369 AC -FT)
= 0.15 CFS
OK 0.15 CFS <- 0.15 CFS
FLOOD PROTECTION:
FUTURE DEVELOPMENT #2
(ASSUME 75% IMPERVIOUS, DETAINED - DRY POND)
AREA = 4.44 ACRES
IMPERVIOUS = 3.33 AC
MANAGED TURF = 1.11 AC
Tc = 6 MIN
Q (CFS) VAC -FT
1 YEAR 14.11 0.695
10 YEAR 30.06 1.547
DRY POND AREA
AREA = 1.50 ACRES
IMPERVIOUS = 0.00 AC
MANAGED TURF = 1.50 AC
Tc = 6 MIN
Q (CFS) VAC -FT
1 YEAR 0.67 0.044
10 YEAR 4.16 0.202
DRY POND
Q CFS
1 YEAR 0.06
10 YEAR 26.16
ANALYSIS POINT 1
Q (CFS)
1 YEAR 0.15
10 YEAR 26.43
POST -DEVELOPED Quo <_ PRE -DEVELOPED Quo
OK 26.43 CFS (POST -DEVELOPED Qlo) <- 29.08 CFS (PRE -DEVELOPED Q10)
60" RISER WITH TRASH RACK
(SEE DETAIL BELOW)
TOP: 532.50'
_--------V100=YRWSE:537.06 -_
_--------�V10-YRWSE 533.14_-_
---------------- --
" \ 1-YR WSE: 531.83
i
DRY POND SECTION
NO SCALE
Expanded
Steel Grate (Typ.) 2
<"
3�
LD (TYP.)
°
„/r x „/r x
>
1/4" STEEL ANGLE
w0
(TYP.)
Exoonded Steel Grote Opening Detail
2J-3 LB PER FT2
Not To Scole
EXPANDED STEEL
GRATE BASED ON
25 2.28" 1.03' .303"
LOW ROW OPENING
3.0 3.N" 9M" .264 "
/, 8" HOLES
AS SHOWN
LD (TYP.)
1 1/2" X 1 1/2" X 1/4"
STEEL ANGLE (TYP.)
1/2" X 1/4" STEEL
STOCK WELDED TO
GENERAL NOTES FOR TRASH RACK
1. STEEL TO CONFORM TO ASTM A-36.
2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION.
3. TRASH RACK(S) TO BE FASTENED TO WALL WITH 1/2" MASONRY ANCHORS. TRASH
RACK(S) TO BE REMOVABLE.
4. TRASH RACK(S) TO BE CENTERED HORIZONTALLY OVER THE OPENING.
5. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE
CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY
MCDPS PRIOR TO FABRICATION.
VERTICAL DATE: 02 04
MONTGOMERY COUNTY /
° DEPARTMENT OF PERMITTING REMOVABLE
• t� Yes • SERVICES LOW FLOW ORIFICE
4rAcP WATER RESOURCES TRASH RACK DETAIL rICILE10117
ORIFICE TRASH RACK DETAIL
DETAIL TAKEN FROM MONTGOMERY COUNTY, MD
WATER RESOURCES SPECIFICATIONS
1" DIA. ORIFICE
526.00
TOP
ELEV. 5:
60" DIAMETER
CONCRETE
RISER
ELEV. 5:
-TOP ELEV: 540.00
",
21" HDPE
Tnnc�l I nnnl/
DRY POND RISER STRUCTURE 110 DETAIL
NO SCALE
_ _ \ \ \ / - _ - -
t \ 1 I I l ) \ I I I / // �/� ///, ,, // / i i% - -�_ _ � _ \\\\ \ �\\\` \\\ \ 1\ \.
\ II /I I I I 1 I `1 I IIIIj,/// /,,//�/// //ti ���%;_` - _ =_ = _ _ \\�\\� \\\\\\ \\\\\\11I - \\���\
f 1 I I 1 / / /// /// / / / /i - // // \ \ \\ \\\ \\\ \ \
\ \ \ \ I III ( 1 1 1 I I II / / / /, /��� -- - - - _ \\\�\\ \ �\\ \ y \� �-
\ I I I 1 \ I I I (r/ / /// / / 1 \ \\\ \ \\ \\
\ \\ _ \ \ \ I I I I I II \ 1 I I III I� I\I I I I )1 1 �l r // /// / �i i, / _ - - \ - \ \\ .....� \ _
l \ 1I I II / I // /,/ / ---- - �--_- _ \ \ \\ lIl \
` 1 I I III I I I I I I I 1/ / I // / // / / - - -- _ - _ - \ \\ `\\ ANALYSIS \` \ r ti _ _�
\ \ \ \ \ \\\ II II 1 \ \\ II 1111IIIII1111 I ll/ // / // j////i _ \,\ \ \\\
\ I III IIII / / r'' / % \ �\ \ \ \\ )`\\
\ \ \ \ l \ \ \ \ ) ) 111 I1 1 ) l I I I 1 \ \ \ 1 1 IIIII 1 II Il l / / /---r / 1 // - - \ �- _ _ `\\ \\\ \ \ POINT 1 11 \ ' �\ \\ I III )1 14 I 1 / / / /
3 1 \1 1 I I I I 1\ \ \11 III'I I11'IIIl11111 I/' / �i`,, %/ / \\ \\\ \\\ I \ \\�
$ ► \ I \ \ I I I 1 IIIII \ \ \ ` 1 1 I' 11 'III 1 I IIII 1' �' /' ; J; I l \ \ \ \ I <\ , . 1 11 ., 1 I I \ _ \ \\ \
O ) \ I ) ) ) III II II II III �/ / ///II/ - \� \\\ �\ \\ \
N / I 1 II I III \ \ � 1 II II IIIIIII\IIIII III ,//,/ii \\\ \�\\�I 1 )IIIII _ �\\\\ \ \\\\
P / 1 \ ' I I I I III _ , , /%' // /i / \ \ \ \ \ , I \% III II I - ;-\\\\ � \ \\\ \\ 1 I
/ , l / , / / / / / /, / 11 IIII ) 1 \ III) I III 1 / / / \ \ I,\ \ ///I I \ \
/ / / /// / // / \ II III I IIIII /_ / /// // / ? \) \ I \ ---_�
i / / / / , / / / / / / I I 1 I // / ) 1 I l III �� , //i /ii / _ _ \ \ \ \ \ \1 1 I \ \\ 1
-� / - / // _--/,/// // / I I I / I I ) 1//%/�///,,�,1�,,�,,,/-I,///// �/ , �\ i `, 1 1 \`\\III I )I:_-_\\ \\\\\\ )`/l\\
SCALE 1 -100 / / / / / / l I I I - \ \ \
` \\ f , , / / / / //// �'� - / / / 11 // ,1�J)//�///'i 0 III /'ii ' j/ ' f/ \ \ \ ` \\ ///II/IL ice- \�\\I\I\\11=\ �\\
0 100' 200' , , I / / / /- / / _ / / / , a // / h h r - r / ' / / _ Il ll l t \ / / \III \I) r
-� l \ \ / / / / / ///-//// / _ _ _ //�Oj//, / //� /__ �(''/ % // ' Cf' mil= \\ \1 II1\ VI1 I r \\\1 , \ `i \
I I � / / / / /////,/,// � _ice / ///r _--/`/�/ // \ \ \ \\ \ IIIII 11 \` /i //( 1 \1 /
' 1 / / / / ' / // /' / '//- '- �-- -_ _ _ _ /- � _'��iWE i///i �cQ/- I - / / // / - \ \ \ j I I 1 \\\ / / \ \ \ \ \ / /
\ I , / / , / / / / / / /, / ,�//// / 0� /, - _.: - _ _l - _ i _ / _ - . , , / 53_0_ - � - - / / - _ \ I I III l / /l\ \ ) /� 3 . i /
\ �\ \/ / ' / / /i/// /i/�// -�_ ---- /� /�//�� / _ --__. //i -� \ \ \\ III11( 1\ �/\/\111111_�_ /
\ \ \ _./ , / / / ,' / / , // /// / /, �////��� '�// �/ _ _ q5 __ _ ��/ / Q�/// _ - - � - / /� _ \ \ \ � \\ 1 II I/IIIIIII ' I1�1\\' - -7 \)(( \\ \\� ��� %- ��'
. _ - \ / // / / / / / / / /� //// // // y/G�i-^�_:-, r--� �'/ �/ r� ' �J - - / / \ \ \ \ /J I \ \/ //_
/ / ' / / / {Gd � � / / l/' / � /� - - " \ / \ / '' -'� - _ - / / / / _ \ \ \ \ \ 1 \ k III / ( //j / /f'J/! / - \ \ \ \ \\ ` i i� -i � -
/ / // / / / / / / /� / /i _
, I \ \ 11
- _ / / / , / / / / / / / �°6 w ,�° / y - 4, - � �, � / - - - - _ -, \ �\� 9\ I `S \ �' - _ '/// / / - \ \ ° \ \ III / f ' 1 t) - sM \ \ \ \\ \ \ / / '/ -__
\ ' / \ " \- - -� / / ' /''//' / ,_ - _ \\\ \ \` `/ / - y` / ' / \ \ \ \ \I IIII ) \\ \ \ /%/ /�/--.
- \\\\ \ \\\ \ \ _ \ / I - � \ \ \
\\\�� \ I / " -\ _/ /// ' ' / / l /�i/: - //// _ -m=-� . - \\�� �\ O \\\'/// , /-=- _/'/ /,' \\ \\ \ )II III///1 ) l) `/ - _ \,\<-, //
0 r - - / �_ , \ \ \\ \ Sst Ik / \ \
/ / / /// / / / - ��- / �\\ \ /
\�\\\\ \\ / I \/ r- \-_-//'// %/// /�/ /�//'� ��/y60� \\\\\\ \\\�S�\ �� \ �Q / //r.�� �_1/ // \ \ I I/ I ( - - \\
\ S / \ \ \ 1 / \ \ \ /// / / -
\ \ \ \\\ \ I ` ) J / _ J J / \ / / / / / / ,, / i'� ' < - -- -_' \ \ \ \ \\ \\ \ \ \ \\ \ / / 5 ' 4 _ _ �' / \ \ \ \ \ \ ) \ I I I) I \ _ •�'� ' ��� \ \ / ' .
\ \ \ _ I- I \ t \ , ///--
\ \ \ \_ \\ ,\ \� _ -- r J1 \ / - %iii�/�/�/ / _ -/ __ -aSt\ / - \ \\ \ / // / - --/ /_ I II / `�I \-�_�_-�\\N / / '/-
\ \\ \ \"i \)) 1�--- r/ - / //"/',/ ��^ / 65� rE°� \� \ \\\ \ \1 '/•4J/ y5/� / `1\11 rI !/I `\\---_ \\ \�\ � ,e,''/-_
\ \ \ \ I /I \\1\I) 1\f - � /- _ _//,(��0/ 7 //// �/ ---5 = �e ,P� \ \ \ \\ \ \\ \ ( // -- ! ) -- �\ \ \\, //
\ \\ \ J , 1 I - _ _' - -_ _ _ _ _ _ _ E=< 1'11� � _ _ - \ \ \ \ \ ` \ - '/'�' / ' '/ - - , _ _ 1 ,' I' 1 / kl\ \ \\ \ \\\ " �// _- -
\ \ \ / Ill 11 1 ) / F°� / /// / /" _ \ I �. \\\ \\\\ \ \\ �\/// �, \ \\ I I 1 )/, \ ' \\\�\\\\ � //�-
\ / // // I I `1 / _ _ - /- / / r - ,� - \ 1 \--- `6'\ \\ \ \\1 \ >, / t/� / - -- \;\ \ I \ 1\ -%-
\ \ "I / / // //// I1 I ► - _ „ � _570_ -//� \ , \ \cr\\ \ \ \A\ cr \„ ///// � \ \I �, 1\\\`- -`-_ � �\\\\\\\\ -/,// j _---
\ \ \ ,\ \-/ / III 1 / - - _ / / / _ _ ; / -- \ \ \ \ - - - \ \ \\ \ \ I I I cr y`'•+ /, / / // /r - \ \ \ \ . \ TP \ \ \ \ _ �'_ \ \ \ \ \ \ \ -- / __ -
1 \ \ \ _ _ / ' / / / / 1 \ O I - - ' __ = _ -- \ \ \ \ \� \ \ - - - / - - - - - \ \ I I 11'l0 / / //� / / / - \\ \ \ \ \ \ - \ 1 ! \ \ \ \ - -_ - \ \ \\ \ \ \ %' - - - - -
S \ \R \\ \ 1 III / / \ \ \ \ _ \ \ /
/ \ / / I I/ I \ % / / J �`/--_/7y,- - _a` , \ \\ \ --' �p�� \ 1 1\ /// / /� \ \ \ \ \\I \\ \ \� _ _ \ \\, \\ \\\\- I , - __
I / / / I \ \ / � / / - � 5 / 548 , - � -\3w, \ ` � - \ f\ \ \ \)) )11 \ I I \ /i / / ^ " \ \ \ _ � \ - \ \ \ \ \ - \
I I // , / / I I / i ) I \ - / /'/// _/--0 l \ \\\ \\\ __\\ \1 11 ►IIIIII / // r,/ \ _ \-�`�`\\\ \\ \\ \ \ \ \ \\\ \\\// // - \
/ / I ( I I //� /i' _ =JOB \ \ _ - '\ \ I / // \ \ \ \ \ _ - -1 - l \ \ \\ \ \ - / \
/J / // / / / I \ I 1 l , ///�/��i ` //i h�\\ \ \ __------\11I1)IIII1 11 //�%//� / _ \\ �\ -(_\\ \\\\\ \ ---_ ) r \ \\ )\\_/',..., /'i---\ \
-) / r / / \ I I\ \/ 4� / //� -ire \ \\ _----_ \ \ ) 1O1) / % i// .b \ \\ \\ \ -- 1 ?- \ \�< \ \ \ �_ - --- \
( )_ \ !t //I //i�\/ .///i - \ \\ \\\ ` - \\ /III I ! / 5 / / �J \ I \ ^ \ z \\ \ \ / \
/ / / / / . 1 I t I �J / 11I / 95 / \ \ - - - S \ 1 I 1 co 11 55/ // / / \ \ 1 \ \ \ \ _ \ \ \ \� \ / / / _ _ \ \
I l 5 /i \ \\ \ \ -, \\ II II bl / / / / -- \ \ \ \ \\ \\ \ \ - / \
\\ It , / / / l am_ �// \ \i5�,\ \ \ --- I11 I I ll/ 11 // ///� / -- I ) \ \ \--' \ \\ \ \ i \
\ / - \ \ / \ \ l \ \ - \ 11' I / 0/ / - \ \ \ \ \ - - - - \ \ \ \ \\ \ \\ \ \S - - / \
/ / // \ \ \ \ \ - \
\ - \ _ I \ \ ) ( ` ' \ \ \ \ - / / ! \ - PRE DEVELOPED AREA #1 III Ir I 1 I r / /, yi / / / � \ \ \ \ \ \ \\ \s / / \
\/J - \ \ \ \\ ` \�cll \ \ \ \\\ \ /� �/ -\\ / /\_\ \ III (O III / //
, ,_ - ' r�7 _\ \ \\\ \\ \ -- = -\ \ \ \ \ \\\ \-, // --\\ \
_ / \ \ 11 \\ / ) \ t_ 11 - \ -1 TOTAL AREA = 19.29 AC 1 1 I Ili •. ' ' / /// '/ /, _ \ \ _ \ \ \ \ \ \
/\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ / .\ I h0r/ / � '/ Pt-i,� 1111 /r // ,/h //- ` \ \ \ \ \\� \\\\_/-- \ \ \\\ \ \\\\ \\�\\ \-/- -\
\- -/ � \ \ \ \ \ \ \ \ Qz / 11\1 /// / 00 / \ \ \ \\ _-\\\\ \\ \\ \\� / / \
/ \\ \\ ► \ \ i \ \ �� \\ !� o J �E �_ ' L \ CN: 55 ,,I1 / // /.h ' 570� 11 - \ \\ \ \ \ \ \ \ \ �� - \ \� \
\ �\ \\ \\ 1 \\\� \ \ \ `58Q� / / ��LONEsO / \ 11 I \ / / //, / \ \ \_ \ _ \\\ _ \\ \ \ \ \ \\ \ \\\O -� \\ \
_/, / �/ I \ \ \ \_ _ - - ' / / r -\ \ TC.12MIN , II II \ j / - / - _ \ - _ - 11 __-
/ / \ \ F% / - \ \ \
/ - / > > , - ' D / / / \ \ \ -'�1 1 11 1 I 1 I1 1 / // /// 0 / - Z \ \ \ \ \cr \
- - \ / I ) ) ) \ T" \ \ - ' - ' / 590. \� ` `sd'\ \ ) w, b� I I I I // // // / / � / - \ \ \ \ _ _ - \ \ \ \ / I I
/ / I / 1 / I I \ \- _ _ / / / / / / / \ \ \ S\ \ / / �EE I I IIII / / �//, --- \ 11 \\ \\-- �_ \\ --_ \ \\\\\ \ \\\ \\ \ - I / / I
\ 1\ ` l \ 1, \ t\ / / �) . ` _ I J _ _ / / / , - � / _ _ , \ I /,) I I)) I I I l 1 1 I I - / ) I I I / / / S�- \ \ - \ \ cs\ \ \ ) / /
\ -/ i--\I)I(I I I I ) I11('l(\ \ / JS\ \\\�\(\�/ /_- - - -- \ 1\ ',//////�/IIIII �'/////I�/ /' / -=-,_� __-\\ \� `'�� \\\ \\\\\\\\\\\\ I,// %///'
/ I 1 \ \ I 1 I I ! \ 1 ( ' jiJ/' --- \S�� \\ \ \ - --_--- - - -� / ) t\. /'/ /�/ //ll j1 1 I // /,/ // // �., - - \- \ \\ \ \ \ \ \ �\ \ \ \ \ \ 1 / " '/i�j �-�,
1 / / I I I I \ ) / / - " '' \ \ -_ - - - - -_58_5 - - ��. . A� // , / / / r r / / I / ., , // / ;� / _ _ _ _ \ \ \ 63� \ \ \ \ \ l / / /, � -I,-
/,
/ / { I I' I I I 1 I l \ \ - \ \ Sg - ----- ---�� .1 / I I %/ /II , // / / - - -- _---- _- \\"I \\\\\ \\ \ \ \\\\ \\\,///I//j%i-/-%ii
\ I I \ l `B \ - _-_- --- , I I \ / 580 - _--_ \ ON\ \ \ \\ \I I I / - //.
/ ' \ / \ / \ \ \ \ \ // /
/' / /' Jr // ) I I I I I I / /�////// '/'/ '�---\S'-\ \ - _-� - -..--- -_ --- - � -\\\ \\ \ \ \\ o\\\ \\ \\ \ \\\\; Ii II ll/; //�-�-///�
S \ \ \ \ \ I I I I �/ / /
/ // - - _ - / , / /_ - - _ - _ - - _ - - \ \ \ \\ \\ \cry \\� \ \ \ \� ) \ \ \ \ \\ I \ Ill II,)III11 IIII / (r-'��/
p / --__ -\ \ \ ON \ \ 1 \ I I )l 0 I IIII'// /
/' ," ' ' 1 / / // / / / ' / // /i / r-\ r\ - - - . - - - - _- - _ ' - - - \ \ \\ \\\ \\\\\\\ \\ ) I \\ 1 II I , I I I IIII III l l I IJ/ )/I/
/ / / , / / \ \ \ \ \ 570 I -f , 585 - 0\ \ \ \ \ 1 I \ 1 I I I l I I I / r
\ / I / / / / / / /,-,// // / / // '/ / / \ cS\j ~ 57 - i 575 \\ Z-_ $ - / l l 1 / l / / - - � i _ ~ \ \ \ \ \ \ o \ \ \ \ \ \ \ ( I I 1 I I IIII I I I I III II '\ I
/ / / / , - r / / /' - rn \ \ I \► I II IIII Ill / ( I
_Ill _ _ // / \ \ \ \ \ \ \ \ \ \ I I I I I I I \1\ 0 \ \ \ L
/ / / // / // / / ' / \ \\ p \ \ \ 5 11 \ - 75. _ _ v j / ' l / / - - \ \ \ 1 I
\ / I / / / / / / / / / / / / \ \ \ \ - - - / I / / I \ \ \ \ 1 I I I I I I (I I ,1 \ \ I (
/ / / I / //'i { I / /'---\ \\ - //,\\\ I \ (rJJ r;--580= --\-/- / \ I I )
\ I t l / l / / / /// / \ � \ ,/ - __ _ / l / / I ' ' - \ \ ` \ \ \ ` ) 1 ► I I I l I I / l ► , I ► I \, II \I\„\' ' ! I ' 1 /
\ / - / / / I / / 1 II I
\ ' /' '/'/ �'''// ' ////-'\ _\ \ \\-�j ���jl �11'r;o"/ / 1 /IIJ1 ,11 _ \\\\\/''/// / / / \`\ ` \ \ \ 1 I 1 11 11�lI I / / l 1 )III �III1)1\ 11, 1, I,
) / 1 / / / / , / / / / / / / ( \ I I 1 / / / / / '
\ r ) 1 / / /// , / / / / _ \ - I // f /'/ __ - - / / I I 1 / / // r / / / I I II I11 II / \\ )
/ / / / // / / / / ' I _ _ _ _ \ ��� \ III - I I - Ly _ \ / r 1 \)� �sao / ) I \ I 1 I / I / / / / 1 I I 11) II/ / / /
/ ) / // / // / / / I\ \ I I // / r \ t_=)I1 - / -1 - / / l III / / / , / // / //)\ \\I I1\
I '/ / / / / // /, / / / / ) \ \ \ \ \) III ) I r \ - / / r ) \ f l l III ' / / / /� -� i _ I I I\\� I I \ /
I 1 Ill / / /// 1 // // I )I -✓ \ \i%-,c\\\ I \ IIIIIII ' I�\�� -'/ / ' 'I ) // I/ I I/ Ill/ /,//�/////-r/ /r�, IIII,\\� I/�
/ / 1 t \ / - \� / \ I ) 11 I 1 1 f / I / / l / _ / �) 1 \\\
1 I / / /// I//i l Y \ I `\ \ ! --\\ �) �I I II r ) / '/ / / l// / '%-e_-) I/ II \\ IL./I
/ 1 // \ ( 1 I I \ \ i � � \ - \ I \ \ / / / / / / / t \\\ /
\\ \ ) o I I J- \ J 1 I /
( ( / 1 \' l I( I ( I / .N I II I I \ / / / ' I / / , /// / / /, -' � /'/ i / I /, ')III )�\\\\\ \ i//
-,\ \\\ , \\ \\ I/ _ �v - 1 / \\\I\ \� /I I I I \ \ r / \ / /_ //' " .., / /// // // %,r�� /',' , / ) ' \' 1 /
I I l I 1 ) r / (\ \ \ \\ \ \ \ 1 ( / \\k\ \ I I I' ) 1 \ \ � \ - ( (\ \ \ / , ' ' , � / / / // // / / / / // / r J /' / I 111 / /
I / ` // / // /ice/ ////// , / //// /,/// // (/ / ,( / / 1) / /
1 \ \ \ \ I I \ Y//// II � .ouaE,r l I I \ - \ !\ \ \ / / !� / / / / ' ' / /' �, / f ,e/ // / /// / / r ( ) //l /J % "/ .
' 11\ \ III \ \\�\\ \\ \\ \ 1 1 \ \\-/��\ l I \ \ / r
\ \ \ \ - /�Q / / / / / / / / / / l// // / // / / // \ // / ll i /
I I \ \� \\ \\\ \ `�\\__ti_= �\ /G�_��/ji,(( (; I / it \ 1 \\ \ / ', ////,/ / /� i / // /,/ /_'/
/ I/ 1 \ ) I1 \\ \ \ \ \ \ \ _ _�\ �- _ �1\\ \\ ! ( - - III \ p i \ _ - - _ \ \ \ \ _ / / / / / /, /, / ////// /'i /i/ / / // // / / // // / �/,
\ \ \\ \ \ \ _ - _ _ _ ___ __� _-_ \ _ I t \ _ / // , / /// / 9� / / / / / r //� / /
I I I I\ \ \ \\\ \� \\ \ \ \ - -' -s_ _ 3J'� �l\ III l \ \\\\ � \ , / / /// // / //// / � j ' /'/ / // / / ' / I / /// // // ' i
\ \ \ \ _ _ _ �I - - - - \ 1 I ` \ \ \ \ \ _ / / / / / / // / // // /// / / l , / // I/ ////
\ 1 1\\ \ \_ \\ _ - 2 I ) ) `L - �\\�\\-\\/� _ - -- --- \ - \ `. / / //t\y//, //////// //1.� // // / i /,- / /// / ,(/%%///%
11 \ / / / / / / // / / / / /, / / / / /
L== , ( r ' / ( \� -) )/ PRE -DEVELOPED - ' � \\ ~ \\ /'/' /_r,'_n__� _<<;�,, / I \\ �\ \\I 'I r/ /I '//,i11
' / I ) ) / / / �- _ / / -/ \7. \ I/ /(- ' - \\14. _\ / J//'r -l` `'/ '///l / / / ' ( \\ \\ \ Il\ 1 I / /, /// -" /,//j
\ \ \ I 1 1 1 I I I III 1 / // / t/ _ /// - - _ _ = _ � _- -- - �\ \ \ �\\ \\\ \\ \ \\ \-
\\\ \\ \\ \ ,) I I I I I III \ I 11 I IIII IIIIIII��1 % I //�I / / J�/ //i/� % = =� _�- - = _ \ �\ \\\ \ ��\\ ��\ \- I I II 1 11 I I \) r / / // //
\ 1 I I III I I l \ 1 I I IIIII 1/I , / // / //'/, , / i,, - \ = _ - _ - \ \ \\ \ \` I 1 \ �\ � - ` -
\ \ \ \ \ \ \ \ 11
1 1 1 I \ \ ) I I III II IIII, l l /l � / ////// / /r \ ; _ - ` --- -, \ \ ANALYSIS 1( \\\\ ti \\. y
\ \ 1 I I 1 I I 1 II I II 1 �I / / , / /, , / / - \\\ \\ POIN. \' _ \\\ �_
\ \ \ I IIII IIII14j111 1 /, ////J '/ I _ 1 \ \\
3 I 1 ) 1 I I I I 1 \1I Ill I IIIIIII I I /// // --\ \\ \\\ \\\ �l
O$ I \ \I I) \) \) Ill
\ \ \ \ 1111 1 IIIII I) IIIIIII ��//' / j J�)I// - - \ \ \\ \ \\) <\ 1.1j III \ \\ \
II - \ _\\ \
\`1P r / \ / I 1 II 1 Ill \ \ 1 \\ \'IIIII IIIIII\\IIII\I III /// ///, // /- \\ \\\ \ \ \\\1►\\ )II IIII) �\�\\\\\\\\\\
/ l / / / / / /11 III II I II III =///////////// \ \\ 11 IIIIII - _:-:�_-- \ \ \
/ / / //// I \ 1 \ II I IIII I /--/ / ///i / i __ \ \ 1,, \\ 1\//// I \\\\\\� \\ \\ I
- / / / //- / l \ II I IIII /_ /// // / ? \) \ \ ---_�
i / / ), / , / / / / / / I I 1 I // I /1 I) III /� , //i //i/ / _ _ -- \ \ \ \\\ (11 II:_ _- _ \`\ \ \\ ) 1
-- / - / /, // / / / // / I I / I I I 1 / /%/� / /,,!//Ij,/�/Ill � - - � , // /// /, / , �\ i `, 1 l 1` \ I I \ \\\ \ \ ,`/ l \ \
SCALE 1 -100 , \ / , / / / - /, //- -� - / / ll I / - \ \\ \ \\
\ ` \ f / / // --� _-_/� / / / 11 / /I///// j,�o,� - //, i� i // \- l i t //_\ \ \L\
\ \ / / / / / j/-/ /i'i% - / // / / // / f \ ` \ \ `\ l'Ilt�/�--� \\1\\) \11 ���\�
\ l / / i / / // /// I "r. / 3// // - / --, , / \ \\ I I l l / \\ 1 \ \\ :
0 100' 200' , \ , I , / / / / , // , /!�j/���_� - -� /'-/mot //o,.�;i//// h(�4J - �;////,/ //// / \\\ \ \ t I\IIIlI1tl�` \\\, I11\11)r/ � ��
/ ) l 1 / I / / / / / /j / ' % i ii%�� = = i= _ = -/ / �' // /� _ _ - �'�., o j'.. / // / / - \ \ \\ \ 1, II III) 1 \.ItIl1 \�\�// _- \_`
I / / - / / / / / / // - /'//' � ' / 530- --- - /' // / \ DRY POND AREA / �'-
/ / / / //� / // DRAINAGE AREA#4=_�__=s h/�, /--____:� /� \ _,3� �/
\ ` ` \ ` \ _ ' / / / ' / /' / ' / / / / / ? ' _' I- / 3 , / - = - _ = / /� 1 I' TOTAL: 1.50 AC - - Z<
\ / / / / , - ; / / /� ///�///' TOTAL: 0.27 AC .545_ ---i'/,; ,J / _ / \ - ) ) I I
/ / / / / / / / - _ \ \
- / - \ \ / / / / /' / / / ' / / ' ' / , Lr= - \// ;- -_ - _ \ - \ \ ` �/ /( IMPERVIOUS: 0.00 AC - - -
,) , // / / / /, -.1 IMPERVIOUS: 0.00 AC J / - - I\ J//' %_
\ \ - / / / / / / / /z / / ' /'i '''//r4 MANAGED TURF: 0.27 AC \\ \ � \ I 5 \ = - IIIII r MANAGED TURF: 1.50 AC j� -
\ \ \\ \ / / - \ / \ \ -� , / / , / - / l //�''/ . / ,// �� _ - - \,,,.wu w�� � \`\\\\ \ S \\,Stp \\\ ' /// , - _ /, \ 1 I I I111 rl ) l) ` / _ - \ -, , / /
\ \ / - / -/ ;C� / / \ \ \ L I �1 10 l - -- \ / // -- -
\ \ \ \ \ \ I \\ )\II1`I \ ,1\r - --\ \\ /1�0;, E'��%%%' '/----_565�/ _,` 5'/ - !\' L=>=.ram%-_���\\\\`\\ %/�' _
\ \\\\\\ �\ - /,I// I,IIII11'll I I /- /-°�--'/-' ifi'//�' �i %�' �� )/'\�'\\\\~ -%_� -� ���\\\\\`- _�_ --
\ \ \ / / / / / / I 1 1 1 11 �- �, �/ / / ! r - //� / - \�\6Y\ ,\ \\\ I , / /O \ I \),) `- \ \` __ _ - \-� \ \\\\ \ \ \ //- / �_ - _
1 \ \ \\\ ' //' /'I II III I/ / ' /-'- - -� //' -=57Q= .; ' s \� ' 'S6'r'\� \ \\^\\-\ \\\!\ _\_ \\
�� �c \` \ \ ��� //� __
\ \ //
/ \ / / /I I/ 1 \ h / / J `_--:'-' - � - - \ \ \ \1 \ /r \ \ \ \ \\I \\ -- -.` \\ \\\\\\ \\\\/1 -'__
I - / , / / I ) \ \ / ` / / � / �5 /58(' II() _ _ \ \\ I)I , 1 \ _ / "� \ \ - \ - \\ \ \ \\ \ - - \ \ \ / / - - - \ -
I I '// / / / I I / 1 ) \�\ / /` (r ///ij�= - �\ L �\ [__
��\\\\III I IIIIIII /' (/' \ \_\ --�� \\\ \\\\ =1-_ -\\ \\ \\\\\\\\\/ ,,/ - \,
) / / / / I I ( I I //i'\ \ \ I // -'\ \\ \ \ \ \ _-- ` -� \ \ \\\\\ \\ // / \I / / / / I \l Ip \ ///1' \\ II IIII )I II / , / / \ \ \ - r \ \ 1\_/// /---\ \
lr
\ \ t / / / �/ // �-/�1 I ,15
I \I 11 �J /�; Ili /� / \\ \\ ` - -SAS,\\ \\ I' II (IIIII, I // // / -
III, li\
\ _ _
,
(,
\
\-/^'/
- /
_
-�
//
✓
\
/-\/
/
/
-I
/ ''
/
/
,' L -
/ `�\ \\ \ \ \ \ _ , , - - \ \ \\ \\. ENCOMPASS REHAB PROJECT I ,' ;;' '/ ' - -
\ \ \ \ - \ \ / ) \11 /" TOTAL: 8.12 AC r ", /
/ / //' ' ' ' 570
\ \ \ \� /'`1 - - _ J ; J/ - \ IMPERVIOUS: 4.62 AC / / / ,� h _ _�,
- �\ � l\, \ \ _ - ' ,- \ MANAGED TURF: 3.50 AC 1 /, / / ' / - - \
- 1
- \�_
I
\ \ < \ \
\ , \ i \\ \� \
` / - - - -
_ /, i
\ \
\ \
\
\\\
\
`
_ \ 11 \
\ \\ \ �\ \\ \s
\\\ \�
/ / /
\\\\\ \\ \�//�/
_ \ \
\ \ \
� \ \\\ \•� \\
\
//' \
\\\
\ \ \
\\
1*1
\ \ \ \ \ \ \ \ V' \
- _ \\ \ \ \ \ \\ \
-
/ � \
\ /\\
\ \ \
- _ \\\
I
\\\o
\ \\\ \ �\ \\
\ \
�_ _ - -
)
\,
\ \
)
\ \ \ - / ( / \ \ - / - - \ - - \ \ \ \ - 1
�i� - l \-_ / / \ \ \ \ I\ I111 / ,/,/ Z - - \ _ \ \ \ \\ \ \ \\ \cS� \ \ - --
\ 1 �\ \_-_ / / \\\lSBS�\\ /, / ) JIIII IIII IIIIIIIII / ////// '- \-\\� \\- `\`\\\\- \ \\\\\�\\\\ \\ \ - /' //I
�) ) ` _ \1/--- - / - \ , \ \ / / /J►lllll II111 II- - Sj \-11 -�\ \\ \\ \ 0\\\ \\� \ \\\ ) I / / //
\/ \/' _ -__ - _ I \\t J / ///// ill 11 III I I I I I ILA'' /j /, I / S `-�\ \ - - - \ � \ \ \� \\ \\o \ \ \\ I I /I / % /'/ %X
1 / 1 I \ 1 ( ' !' /-' / - _ - \��� \\ - - - - - ' - / / ))tom/ / // /, l / II11 I /' ,, / / / - _ _ - - - -- - _ - -\- \ - \ - \ \\ \ \ \\`S\rn\\ \ \\ \ \\\\ \ 1 ////'/''ice % �''/.
/, / \SI y \ \ \ \ \ 1 I 1 /Ill // / /
/ / ) '/ ) 1 ' I�� I I, 'A/////// //'/ - ---- 1�vvE\ oefid \- - _ -580 -__- _Ip, ___-__- - \-\\ \\\ \s\\\\o\\\\ \\ \\\\\\\\`\\ll'lIIIIIIIII'll'/;J��/'/,
/ / - - - - - / _--_ --\ \� \ --\ \ \ \ \ \ \) \ I I II III I ///
✓ 1 / / / / , / //, // / \ \ 0_ - _ - - -L / - - _ _ - \ \ \ \ \ \ \ c5\ \ \ \ I 1 \ \ I I ) I , I III IIII'/ /� J / /
, T �, / / / / / / ) -- - - __ \\\ \ \ )1\ 1 , I I III I , / /
/ /`� 1 ' / // / / // // '/ // i// /i / r-\ \� \\\ - -- - --__ =_- 57- - - -\ \\ \ \ \ \ 1 I I I I I\II I I ll II / (
\ / l , / / / // - // -- m\ \\\-- - i - / -- \.._ - ,-1H �. 5 '\\\ �\\\ \ \ \\ \ I \ I Ill III II I, )I
/ / / / , / / // / / / \ \ \ E -- _ _ - r / / ' / / / _ ` � _� ^\/ \ � \ \ o \ \ \ \ \ \ \ ( I 1 I I I 1 I 1111 III II ( \ I
\ ► / ,' / /, // // / / / / / / / , s� 57 - - 1g II 575• 11 55 _ /J l l l ,,�/'' / ,' _ _ \ \\ \ \ \ `o\ \ \\ \ \ \\I ) 1 , i i; 1, I; I►1;) I�\ \ '\ `)
\ / I / / '/ / // �i''i / ll /l l/ ' \ \\ \ \ \ \ 6 - = __� - / / / / l / - \ \ \ \ , I I ' I I I (I I 1 1 \ 1
\ I / '/ / /// /' / { / / / - - - \ \ \ \ \ \ '\ \ ) \ J J =-580 � -\ l I / \ \ \ \ \ \ \ I I I I l I I l I I I
/ / / / / / /{ / // \ \ / l \ �� ,\ ) - AS ALTRARKING lq 91 (r I I _ _ _ _-___-�\ / /' - \ \ \ I I I\ 11 I
_ _ l I I IIIIIII\II 11\\ ))\1 ' ( (i
I l , / l , // , // /// / / _ - / 1 I - _ \ \ ///' / /1 / / / \ \ \ \ \ \ \ I I I / l / lI l ' l l ) ► I II 11\ 1 1 j1 / ' / \ ) l 1 ) 1 / / // /, ,//// / / / / / / / / \ \ �D \ I// HGLLr AoeF,R � / J 1 L I / / �_\ \ 1 \ I I / l 1 ,/ /
/ I / -' \ - ^ \ `` �� - ilIll (G';o" E J l , I \\\\\ /
\ / / r- / / // // ///'/// / , / / I I _ _ N _ _ -\ E1, \ II- L - \ / - r? �, _ \I- ems" / I / I // / / 1 II III) I/j / /\
/ , / // / / / , 1 \ \ _ - _ F ��.,'K 1 III /// \ \ 1 - / _ ' // ( \ I I I l lIl ' /'/ / ''/'i' /' I I/ I I 11'1 III, \\ 1
( I I I (/('/ /l ///////�/ / / / / / \ \ \ \ \) pA°,,r,711 1 I r \ - / r \ r / I I / / / / , /,� // / , ) 1 \II \ \\ I I / / , ) <r, �\ I \ 11 I 1 I\\\ / / / 1 I \
III ) / ' l / / / l ,IIII ,/ / / / 1 I11►1 11,
/ / 1 \ / _ \� I \ I I 11 I I 1 I J �I f / / / / / / i /'/ / i) l) t ' \\\ \\\ \/
1 1 / I I I //,////////I // f \l I ( \ I I \ \ \ /,��_� \\ .�/�/ \ I ) \ \ 1 J r ) / / / // (/ (/// // l / ' / / )I ) \ I
f I \ I I( I ( I / \\ / - I II I I / / / / / / /' /'/ _- / I / ')I I\\" I ��/
-- -
� I I I " \ \ I % _ I'll( o I III / _J 1 I I J / / / / / / / / // / / / /
1 ) - \`) / \ \\\ \ \ \ \\ \\ / / _ j v - 1 / \\\I\ \ � /I I I I \ \ \ / / / _ //' /'/� / /// / / ,/ �,r�� // /' / - ' )11 JI l\)' 1 /
I I I-IJ1,�\( \\ \\\\\ \ \\\ \ \ I I ( /, - \\&"J \III / I I \ \ -- ( \ \\ / / / / / / /// , �/ / / // // /' / ll 111� /.
/ III \ / / / / / / / /,// / / / / J 1 III / /
I \\ \ \ I ll -� �\ I / I ^\ \ \\ \ /' h /' / / /// f / , l /J/ /.,
1 \ \ \\ I I \//// I \E,uaE.r l
- ///// / / j/(/ / / / 1) / /
\ \ \/ / /// / / / //// // i / / / / / ( 1 // //
I. I \lam \ III \ \ \ \� \ � \\ � \\ \ \ `\\\__\-N - 1 \ \ice ) �//(( ( / II \ \ / / / / / / // / / //, I /
\ \ /i I I ) \ \ \ \ / / Q / / / , /, /, / / /, / // / / / / / / \ / ( i - /
/ I/ 1 \ ) II \\ \ \ \ \ \ \ \\ _ _ _�\�\ � _ - �I\\ \\ ( ( - - III \ \/ \ _ - _ \ \ \\ \ - / ,' ��/ / /, // '/ /,//'�'/ /'/ i\/ / // /// / / / // '/ /////i, /// z/,
I) I I I I ; \\\ \ \\ \ \\\\ \ \\ \ \ \ \ .. �- = - L __1\\ - - - - - - - - - / _ _ - Il i l I \ \ - - \\ \ \ V // / // // / / // / ,/ z /� // / / / / / / / /// ':
1 \ I \ , / / / / / / / , / / / , // / / / / 1 // / rr /- ,/
\ �I \ 1 \ \ \ ' //\\ // ////// , / /// / / /// / / l , /, , / /I/ /
\ 1 \ I \ ` -'� / ) \ / �o .°.a_G \ _ \\ _� 1 \ - - - - - \ \ _ -' / / ' / // ////// / // // / // I I /I 1/t I r / - � / / /j- /11 // /'///' /
I l \ // 1 / / /"°. / / / \ I• \ _ \` \ _�`- // / //, // / _ J/r- r,, // // I \I \ ( 11 ///'/ ' //I " ' / i /
)L- _ _-J' _ / ( J ( ` I / / \ , ( INNOe�R�NDRIVE \\ _ HT OF WAY > )\� I�/ POST -DEVELOPED , _ \\ ~ \i, ,- // ,_-'n''_,_ >,,,-/ // (/ I \\\� \\ \\I I /�' �I _ii --'//, ;,'/
I i o
Lie. No. 31371
� S'I nNAL�
M E
O
N OV
N to
>
w 6 E
- 41
� Lu
U N �
Q � �
w�" O
w -
LwO 1`0_q
cl� W = M
Q J U 0o
d
w ;; J -Ln
- Ul O T `I
z � � v
O
�3:O(nx
0 Q :
c
=U > LLn
� a
c u11
rn
O N
L_ M
0- �
CO J
kD H
(n
O_
D
O
(D
D
O
_
I-
0
w
>
Lu
U
a
z
0
D
O
� �
z ZZO
OU OU
-
w O O
0 U U
z
O
Q. �
w
W W
0)0)
N
Q N
"
0 �
"
DATE
51612019
DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
CHECKED BY
1. HASH
SCALE
1" = 100'
J
Q
I -I
�ra-
Vl
TO
i
z
O z
I --I
:5
Q a.
'-' z
1--I W
CO
Q , W
TZ z Q
Woz
w
J _
J w W
m
Qaa
Lu 3:
i
Ln
Y / O
Q
5L
O
U
Z
W
\<
D
JOB NO.
43266
SHEET NO.
C6.2
0
1=
ai
0
c
>
0
0
w
GO
_
,n
0
a
3
a
T
c
m
0
a
m
1n
3
0)
_
6
c
m
_
,n
a
c
m
m
a
c
O
N
0
_
3
c
-0a
3O
o W
cL
2 Z
m0
s2
6
c
T
16 0
a
c a)m w
a 0
Z)
0c
E CD
0 3
U) N
Z v)
O2
2 a
� N
I- 0)
0 .L-•
-C 3
0
nL
2 '3
a
0) 0)
Y 3w
U m
c
o
al t
- 2
m ;
GO c
.4 U
E .2
a
3 c
0 m
a 6
a)-o
m n
.0
0 c
m o
1n •
m 0
a 2
c N
m c
v)O
c O
Qo
v) �
r.-
-
L
OP
N D!HAS �
Lie. No. 31371
0�12-1�1-I�f
SSI ONAL
L
0
0
co i
0 E M
= o rn o
O N
pp N
��r-
1 > E
C + .4 LO Lu E
L0 Z O Lu >
0�0>> QLL
Ncn�zz LuLL
LuOWW
O Q J U00TO Z
0 coo a>oN Lu O UU
o rn _
.� Lu N d
M 2 Z ~ 2
O
= O
U
teX In
� ON Q - a Lu
N O O M � LL
O ON N O MM Lo OQ"t U UEO
00� N N O �OLf) � N +'t ~ 2 N Z
`nM � Erna; L(j f� v >tn p W W
�aaz z p Qa> O MHz z aM u ti ti
LO Z Lu Lu
N��Z Z Z oN U)�Z Z 5 W W
0 o Lu
M LO Cfl d^� LO H
N T M N OL 0 O` ti N OL LO N M O 7
_ = N � N r o = � o _r_ 0 0 0 208: DI-3C 8 ft Throat -- p
M N � O �04 � N N N CO N Lo ~ Lo ^
O O O dd N O O N cM N � N O ti co O O O C] m � (n
O °o LO COO �� Co 00 N M ao N M M Cfl N N N LO M ao N Ln O STA 10+00.00 oC
p O CO O O co LO (D O co 00 Co p O O
O M M I� LO pp oo (V co Ln m O M Ln (� N M LO U 0 LO TOP 571.51 0 0 a D
�oL�Ln cLO co N co M -co LOo� � `�' oN� Ln LO U�Ln� coo LO INVIN560.20 301 -
� + Z) co M + LO cYi N � LO M c+,� O LO C i � O� LO LO + � � c� � � LO LO LO ( ) O p 0 =
g�Lnp ��LnZ O p�LOZ O p�LOZ O 0—LOZ o�LOZ Z p g �LOz Z p p�LOZ Z Z INVIN564.50(401) = o N ^m 0 0 50 0
a—O> NHO> > �HO> > �<O> > ��0> > NCO a» > 0»> > INVIN560.19 209 �� _ r `6 1 (0 PROFILE SCALE 00
N(n�Z N(nHz z Nfn�z Z N(n�z z N(n�z z NU) z z N ��z z z �U) z z z INVOUT559.15(207) a, °' cc)2 �o = C? rn
595 595 c cc + No' -5 Lri � . LO c) Lp ~ o 0
ti � o Ln� L� o
O U') O c LO� ? 6°MO LO O 00ON > LO L� Lu \
CD �j�Z Z O Qd> 2 �LOZ 0O LU -LMr�Z U O \\
N C0 Z ao Q0> > HO> Q ti
U) F- Z U) O
575 575 �n DATE
D 51612019
0
>- DRAWN BY
Z. DAHL
DESIGNED BY
A. ALLISON
•
•
•
• J. HASH
• • SCALE
AS SHOWN
575
GRADE
575
2
0
LL
Cm
T
Q
0
0
0
N
N
0
0
a
OP
N D!HAS �
Lie. No. 31371
0�12-1�1-I�f
SSI ONAL
T
� o
WY M r U _ O
U O ti o o N r C9
Q r O r O r r (z) E CD Cu O O O M E
O 2 O = O O O O O ti Q I L O O O r r p
r O �?
O r r Lf) r O = N
U 2 00 _ O Lf) O o 0) � r O H M N O v�
Z GOON a) ~ TONI` co °OchM O O coN � CCq r O O O 700 00 w Q O
<�OLn °r-rnr� o ���I` o LN�M -CCN� 100: EW-1 -Precast Nrl1-Coo ooMr . o r OOI�Co Co r CO r > E
w °� .E
N + cB LO CUMrn ~ cu 00o STA14+22.13 mo ti�?o o �o00in - �N� U-Lo i
+Cow O r c+C�i + +�� rn� U
�2��� CUOMLO ���Z g��Z_ 0O g��Z_ O0 - +N~ co (.0 m+oti� co +NLO� _
o ~Q0— �rLo �z 0 �Q0-O 4Q�> > 6j<o-- > TOP487.00 C\1 00 —�OZ Z Z 0 U��O O� O0 ~ v
r�HO aoQ » �O» 0�0 C]HO INVIN484.00 101 --- NQ ��OZz
z �o O z z �U) ? �U) ? ) NQ > 00 >>> > O�o> o Q0>> > Q LL cn cn
cn— oU) Z �U) — o�Oz O�Oz z z z LOU) ~Oz z z o U-
p Z Z
tcn�— N(nP --- - N CO~- - -Lu 0Ln
550 550 580 580 580 580 Q W U 00z Lu Lu
aJ—u, 0Lu
O N Q Q
C7 LY Nrn
a
_ N -
Z H +
0 3 X u
> >
oa 3� 0 00
2 N Z W W
U a - O a a
U)
$N > Q QLu
vi
0
M
0-1
0
Lu a) o,
w w
a 0
z
0
DATE
D 51612019
0
9+50 10+00 11+00
5 DRAWN BY
STORM: STR 502 - STR 210 Z. DAHL
HORIZ SCALE: 1"=50' • DESIGNED BY
VERT SCALE: 1"=5
° 0 • A. ALLISON
0 50 • CHECKED BY
O _ PROFILE SCALE
o •
J. HASH
E
o
izi S S M 0• SCALE
co N c I�
C° N �° C AS SHOWN
m��co0o cO
+MLOLOF
�oLoZ z_ 0
0�0>> >
oU)�Z Z Z •
m °
/� ° ca
0 L Cu
- L
a) z ; ° 0 0
° co o o E o °� ch E
0 r co o rn co E o o ° co cfl °
i M r04
�rn ��_ 0 COCOM p 0° oco � ro rn
��N� CO �N I- Oo CIl- M N CLn O N CM M �Co N O N V
iL\ (� O fn C14N Co s= 0 M M r N
9+50 10+00 11+00 11+50 00p+cM�i�� 00'M00 LO ���coo°�o cO ��N� 70c`!o6! � c�ui°`Oocri Lo o00�cy� cLo
o
NOr� - t M� m + CYjCo Co F- mOLC)L!i mCu .coo m + Oo CMrOo O O
STORM: STR 402 - STR 208 &4<0-Lr) �-�z 0 --U)Z - +MZ) - +rl- Cy) i —LO`�' ' NLOZZ
N Q a>> �- ° r r In z Z ° � O�� � O� z � r r CO Z° � r Ln Z z °
r O O Q O — O 0-
--
HORIZ SCALE: 1"=50' oU) z ~0z z o�0>> > 66<CL > 0�0> > ��0» >
VERT SCALE:1"=5 cow~— — Cocn�z z z �c~i�Oz 6�Oz z ocq�? z Ncn�Z Z Z
585 585 585 585 O
0 I --I
Q
I --I
W
J_
LL
z O
W o
w �
_ J
J w O
m
J
i ()
W
Z
0 'V l
V 1
Q
O
U
9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 z
STORM: DRY POND - STR 100 STORM: STR 612 - STR 606 STORM: STR 608 - STR 212 W
HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' Q
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 /
JOB NO.
43266
SHEET NO.
C7.2
545
545
540
540
535
535
-PROP.
\
GRADE
(DRY
�
530
POND)
530
525
525
\
520
520
EXIST.
109
GRADE
90.20' OF
21" HDPE
515
@ 4.31 %
�
515
510
107
510
102.47' OF
21" HDPE
@ 9.00%
�
505
505
\
500
500
105
\
126.30' OF
21" HDPE
@ 10.00%
495
495
490
490
_
103
\
79.21' OF
21" HDPE
485
@ 9.13%
485
480
480
101
16.96' OF
30" HDPE
@ 1.00%
475
475
PROP.
575
GRADE
575
570
4" DOMESTIC
570
WATE
LINE
565
565
401
�
74.15' OF
12" HDPE
@ 2.56%
560
560
555
EXIST.
555
550
GRADE
550
545
545
540
540
PROP.
575
GRADE
575
570
570
DOMESTIC
1.5' MIN.
WATERLINE
565 501
565
46.65' OF
\
8" HDPE
@ 5.70%
EXIST.
560 GRADE
560
580
_
580
PROP.
—_--
GRADE
�
i
575
� EXIST.
575
GRADE
570
�
570
565
611
565
609
71.25' OF
12" HDPE
154.22' OF
@ 1.00%
12" HDPE
@ 1.00%
560
560
580
\
580
\
PORTION OF
�
BUILDING
PROP.
EXIST.
GRADE
GRADE
575
575
570
\
570
\
\
565
\ 565
607
55.67' OF
605 603
601
8" HDPE
28.58' OF 91.08' OF
42.83' OF
@ 1.00%
15" DIP 15" HDPE
12" HDPE
@ 1.00% @ 1.00%
@ 3.00%
560
560
0
LL
a
T
Q
0
0
0
N
0
0
a
OP
cc N44AS
a)) �, L0 Ui o
ati Lie. No, 31371
0 I` N O p r c0 p
r 0 � OL v J M M 00 C j - r r 6� O
N
NO C9 co O>O � mco m.0 m mO
flO~ �rr
co LL) N000L
�ti �('SSInNAL
CNMM LO L0�am o Lno o �
X(O cy) LOzz O M+L) M+Ln LO Ln+r� +rN
� Nti <0- LO P�or_rLOz OrLnZ Z Z ONrLOz 0 N�OrLOZ o>> > O
Vl
O Q 00 Q 0- C6 Q 0- > > M (n P Z Z Z N Q 0- > 00 Q 0- > > > >
�0> > 0�0> > oF- OZ Z CD z z o�Oz Z Z z
M U) P z Z M Cn Z Z M CA H— — M W H— — N Cn ~--- — o f
N
O
580 580
Q 0
> E
Lu °' E
0 F
c� QLL
� j o 0 L6
E Mo Q_jv� z ��
Ln Ln M w J — Ln O
M J ON
MM 00 a> oN I— OO OO
_CD LO i v LO d 10 00 00 � U LY c'V d
a) M
70 CA cM r 00 N _
co00Lo M-N� (0 coMrnN Ln LO z~ 3 x U
�C) m+NLO c���LLOLLO� �oJC °;� w 00 Ln
0—LO0 coO�Z OrLnZ Z O 0
TIE TO PROPOSED °r° � 0 > (6 Q � — O Q a » > _ � `�" z
DOWNSPOUT `' CO ~ z cy) CO P z z � ccl) z z < O CL Lug
(SEE ARCH/MEP PLANS) 0 N j
Lu
575 575 co -j Lu Lu
vi
0
0
Lu a) rn
w Lu
rn
a 0
z
0
DATE
51612019
0
DRAWN BY
Z. DAHL
• DESIGNED BY
5 • A. ALLISON
• CHECKED BY
• 1. HASH
m 0 • SCALE
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 � CD 00 0
STORM: STR 310 - STR 208 STORM: STR 318 - STR 304 • AS SHOWN
0 50
00 °° N Q0 PROFILE SCALE
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' m + co N
VERT SCALE: 1"=5 VERT SCALE: 1"=5 N ~ Z
�rLnz O
m �—
D 000ciPz z •
o E
0o r` a)
Op °� ao 0 ti pOp co
O r CA v
i M
°� Op 00 0 pp L O N N
p 00 N� p N c O 00 co 00 r
�� CA 0 . 00 0 (O Lo O C) 0) � r M O N cq
N V
MOcfli9 (c6f'-�C~O cp(bLn �O(O(0 U*) CO N . � mMti� � LO
+ cy) 0 + � � (B C) m I- co �O (O m °r0 co � LO M + r (O (0
UpLnO UOLnZ 0 OOtiO It0�� 0 M+NLn ~ Lf 0 O
o a0 as O 0 LC)0 NrLOZ O ONLO
ti Z Z O
C ��O> O�0> > 66 > �Q� r�z O °0Q� > >
OOU)�z o0(nHZ Z OpO��Z 05U)PZ Z C)00 Z NU)PZ Z Z
po rn 590 590 590 590
c p0 (D Ln
+�Z O
U-Ln0
Q CL
0 >
ti��z
580 580 Ile
I --I
el
I --I U )
W
Q J_
L7 LL
z 0
w
w
_ J
J w O
m
J
a ()
uj
Z 7
'V l
V 1
Q
O
U
Z
w
Q
9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 13+50 >
STORM: STR 704 - PIPE 213 STORM: STR 812 - PIPE 805 STORM: STR 808 - STR 218 D
HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' —
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5
JOB NO.
43266
SHEET NO.
C7.3
EXIST.
GRADE
575
PROP.
575
GRADE
\
570
"DOMESTIC
3.5' MIN
\
570
WATERU�VE
MIN.
/
\'-3,5'
4" DOMESTIC
1' MIN. WATER
INE
\
O
\
565
565
\
309
116.50' OF
18" HDPE
560
@ 1.00%
303
560
301
307
105.01' OF
102.35' OF
\
18" HDPE
18" HDPE
152.49' OF
\
65.47' OF
24" HDPE
@ 1.00%
@ 1.00%
18" HDPE
�
@ 1.00%
@ 1.00%
�
555
555
550
\ 550
\
545
545
EXIST.
\
GRADE
\
575
575
PROP.
GRADE
570
570
565
565
703
30.75' OF
TIE TO
6" HDPE
701
PIPE 213
@950%
30.15'OF
6" HDPE
560
@ 9.50%
560
555
555
PROP.
GRADE
570
570
i
317
64.43' OF
6" HDPE
565 @ 4.00%
565
315
O
99.43' OF
12" HDPE
560
@ 1.04%
560
EXIST.
GRADE
555
555
i
585
^ /
585
EXIST.
580
GRADE
580
PROP.
575
GRADE
575
570
570
_
TIE TO
PIPE 805
565
565
_
811 809
77.48' OF 51.12' OF
12" HDPE 12" HDPE
@ 2.00% @ 4.90%
560
560
585
—
585
EXIST.
GRADE
580
580
PROP.
575
GRADE
575
570
570
EXISTING
6" PVC
SANITARY
PIPE
1.5' MIN.
565
565
807
71.05' OF
805 803
801
6" HDPE
132.76' OF 14.62' OF
54.65' OF
@ 4.00%
12" HDPE 18" HDPE
18" HDPE
@ 0.75% @ 0.75%
@ 0.75%
560
560
N
c
O
LL
m
c
2
00
v
�O
N
N_
c
0
a
0
a
3
a,
z
d
z
0
Q
2
H
06
W
d
U
U)
0
z
a
STREAM BUFFER PLANTING REQUIREMENTS: / / / / / / / / ' , ' ' /
MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREA
\ \ \ \ oao as , / PER 400 SF OR 20X20 AREA PLANT (1) CANOPY TREE, (2) UNDERSTORY
\ TREES, AND (3) SMALL SHRUBS000
/ STREAM BUFFER PLANTING CALCULATIONS:
/ AREA OF DISTURBANCE = 750 SF ' / / / ' ' ' ///i % /' / i' '� /' /' % J -� ''/ // // % ' / I 530 r
\po90 - AREA OF DISTURBANCE (750 SF) X 2 = 1,500 SF
/ 1,500 SF / 400 SF = 3.75 UNITS (3.75 UNITS = 4 UNITS) ' '/
/ / / _ _ - _ _550_
\' 4 UNITS = (4) CANOPY TREES,(8) UNDERSTORY TREES, (12) SMALL SHRUBS / /' / ' / �' '/,' / / /' �, / M °PEA /' /' ' �A
/ NOTE: % _ - , - -/ �' I /' /, /, / </ / ' _
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO / / / / / / / / / / _/ '" ' i / - - _ _ _ ` V - - - ��
\ \ REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES / ' / TM/#32- 7 / / / / / / / /� // - - - y — \ \ \ �-= - - - \\ �_'� \ /�✓ ' - ' -
- / T a / / / - - - - - - - - - - - _ \ \ \\\ ZEN.IERLINE CPSS40
- - \ IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND , / 'GOLD/L FL N T u Tw03, / / / / ' �_ - \ \ \
\ / /WND'E /' /9~ii� / / /'�_" = ---- ----------- \\ \� \\ -\\ 535, \ \\ ,al / /\ / /
---r- - ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. / , /P �/ / f /� p h _ _ _ _ _ — — _ _ _ _ _ \ \ \ \ CLNI{F�RLINE \ / / ,/
/ p.6 1�5 G. 6,6 � / <'/'/r !�� / / / - - - - - — - - - - \ \ \\\ \ \ \ \\ \ `\ \ §�REA I _ _ ,�wy� / \ /'-
DETAIL MITIGATION PLANTING PLAN SCALE 1"=20' / / / / / /'� �` / ( / / -� i — _— — - - - - - - \ \ \ \ \ \ \ \ \ - �7N �N°Z z / / / co ' ' \
b l \ \ \ \ \ _
Tl
WETLAND iJ� ` —
/ 0 20' 40' _ -- -
/ -I\O \ I
- - / - - _ \ 17a�L M�ISATION RLA'NTII �� - Ti4 T/ '
1\00� STR�4 \ \ \ �s \ \ \ \ �- i, i \ �� - _
'' aUL - - _ ----\ BWFFEF� \ \ \ \ off\ \\ \ -\\\`� \ / / /,/ / CIS RL�NC=1,071SF
/ / / STR E�NFFER AREA O
\ / / /
yT— �_- \ -\ �- - \ \ \ \ - \ \ / /
/ / ' / / / ' / �/� /' / yS / Y — _ ' / \ 10b' STR AM FFEA \ \ \ \ / /
X� - ---' ,-' \ \ \ \ \\\\ - / / / 7 F4RE-ATOB€RE
/ _yam \ \ \ \ \ - / /
/��yy yy/y \ �� \ \ \ / MITI ATfON�f'L N_ S —
1 ,5 �� /// // / ,/�/ // d y / y "/�_----- \ \-� \ \ �- -' X \ \ \ \ `\ \ \ \\\ / / / O Ip�O ENM
/ //'/ / S6`s - \ LIMITS OF WORK ` \\ \ \ \ \\ /l /r / / / , ,du 2SF— — \
W,;TLANOS _ v a ' _ lVIV
-
\ _ — _ / / // / / / y
/ WIPisEFE'NCE/
0
L2
1
VEGETAT'(ON7� �\ --- -j i�i� \ ' J -
W E FEI�%CE- - - - - - / �' ' ' /' ' T f�E AI % / STEEP�LOPE _ - - - - ' - -/ / ' ��URF STRIP9 M 7_MEADOW-PL-AIQ�NGS — - /y \ '4 _ _ _-lw \ i \ \ \ \ --\ \ \ \ ♦ / , l
570
/ — — —�T
I-ool
cz
0�
I/ I / �\ _ A\ I' 0 \\ —
/ / — /
/ / \\ram\ \ \ \ 1 _— — — — — —/
\I
- 1
PROPOSED BULDING
_ — — — — — / \
5 /
\\ \\ �\\ —_-- \ \\ I II ///
\ \\ \\\ \ \ \\— \\ \\ \\ \ \----__—'/ 1111 / /' � ,' /' /' 1 ' , ae � \\\\ \♦ \ \ — — ~\\\ _ _ \S _ 70J
\ \ \ \ \ \
s \ 1 \
MP SLOPE \
E OW PLANTINGS
\ \ \\ f o
I � \ \ I I \1 _ _ = ' / /•' / / / / \ \ \ 1 ' \ \\\ \ // I / / /I I I I I I 1 I I I I I I I I I I / •e � 'X�J / /
/\ � /'
- -- n\\ / —_ ----__ —off- '
�
--_
/ LOOP ROA[rr WkjERLINE \ \ \ \ \ \ \ \ \ + — — • \ \ \ \ ' .0 I I I / ' . '`� / —
1 / / / / / ' • •\ \ \ • .• \ / I ••• /• / -580—
/ N--F---
( V\I/ ' ` �•` \ \ . - - _ =-�P-- _ S _ _ BAN / /SA - -
vv
/ / 585
/ / / - - \ \ \ \ \ _ - - - - - - - - - - - -
/0 l / / / / /
Z/ / / - _ - _ _ - _ _ _ - - _ _ - _ / / - - - - -
ICI / ----- .580—
STEEP SLOPES�\ (MANAGED) POO
\ ——\1\ \�/ / �\ J�� '/ \ I, -
I I I I/ --\—\ \\\ \A\ \
\
11X
1
—
—
\N _
—rSTEEP SLOPES
P` (MANAGED)
/I r,• / ! // / / / I \ \ -� ` — c' \\ \ \\ \ I I II I I CiP� rp
y\" O�
LD
L ! _ ♦\\\� I \ lII I / \ I I I I (I I I I I \—' / / I / /
r
\ ` \ I ` \ \I \ I I I , �\ \ \\ /♦\\ \ \ IIIIIII I GSP P�O
\I \ \ \ • \ 1 1 ` I I I I / I \ \\ \\ \v' l \ I� oll I ^�N Qv�OF
\\ 1 \ \ ` I \ I I 1 I I \ \ \ _ ✓�� �\ — / /l ) I S EPSLOPES/ /l / CJ`�� O 5
�— (MA1vAG_ED)J �GJ6
\ ��
__ __ _ \� \�\�\ /\\I \\ \ \\ 1 \ ---- �v / l i I I I \ \ - ---- SCALE1"=40'
0 40' 80,
M E
0
N OV
N �
C
> E
W E
w o
IL -
Lw O
Lu L (h
Q i U co
d J -Lri
w
a > CD N
zLu
0 (n Q
LL
inQ
Ujrj
a
c Lr)
oO',
N
a M
CO J
kD H
z
o
� OU OU
Ln
a
w 0 0
z
O
Ln a- a-
LL.I
W W
DATE
51612019
DRAWN BY
M. RACHNER
DESIGNED BY
M. RACHNER
CHECKED BY
F. HANCOCK
SCALE 140'
J
I —I
Vl
TO
i
z Qz
J
0 la
� z
O
H� v
HI
Q �--�
TZ z
W m W
oW
_ J CL
Q U
J m VJ
Q
W z
J
J
<
Q W
0
0
U
z
W
\Q/
D
JOB NO.
43266
SHEET NO.
L1,0
0
U
c
�a
00
o
(7
�Z
00
0
T
O O
a c
�N
a 0
O (D
C� 3
ZN
O�
2 a
axi
F- a,
o -C
0
0
nL..
2 .3
a
0 0)
Y
� w
U N
NC
O
+� 2
�N
co_
ay+ U
E `o
a
3 C
O N
a
a0
�U
O C
(n o
0 •
CcU
a 2
�N
`°
V) c o
C O
Qo
02
L