SW6191101_Plan (Set)_20191120

FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY FAST -TRACK 1 100% FINAL DESIGN SUBMITTAL

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1. SEE SHEET C-001 FOR LEGENDS AND ABBREVIATIONS.
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4� MATCHLINE SEE SHEET VF103 �1
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BUDGBASKEIBALL ///
JKNOW LOUD \ X / \\
)NC PIT J ` / 25y/'�" \ 1 \ �/IT
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)T: 257.88' \\ �/ �� \ \ \ \ RIM.238.2 / Q
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(-f-) EXISTING CONDITIONS PLAN - OVERALL
VF101 SCALE: 1 "=50'
FOR OFFICIAL USE ONLY
6
9 I 10
I, BRUCE D. BEAVERS, CERTIFY THAT THIS PROJECT WAS
COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE
FROM AN ACTUAL FIELD SURVEY MADE UNDER MY
SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED
AT THE 95% PERCENT CONFIDENCE LEVEL TO MEET FEDERAL
GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS
SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS
FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE
ACCURACY OF CLASS AA, AND THAT THE FIELD DATA WAS
COMPLETED ON AUGUST 6, 2019; THAT THE SURVEY MAPPING
WAS COMPLETED ON AUGUST 20, 2019; AND ALL
COORDINATES ARE BASED ON NC GRID 'NAD 83'/2011 AND
ALL ELEVATIONS ARE BASED ON NAVD 88. THIS
CERTIFICATION ONLY APPLIES TO THE AREA ON THE MAP
NOTED AS "STANTEC SURVEY LIMITS"
BRUCE D. BEAVERS PLS L-3451
SURVEY NOTES:
1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC
FEATURES AND INFORMATION ONLY AND IS NOT TO BE
USED FOR BOUNDARY OR PROPERTY OWNERSHIP
INFORMATION.
2. TOPOGRAPHY SURVEY WAS COMPLETED BY JOYNER
KEENY, PLLC ON FEBRUARY 2, 2017 AND WAS FIELD
SURVEY VERIFIED BY STANTEC ON AUGUST 6, 2019. ANY
TOPO OUTSIDE OF STANTEC'S SURVEY LIMITS WAS NOT
VERIFIED BY STANTEC.
3. EXISTING CONTROL POINTS TAKEN FROM JOYNER KEENY,
PLLC SURVEY WERE USED TO ESTABLISH SURVEY
CONTROL FOR STANTEC SURVEY. STANTEC DID PROVIDE
ADDITIONAL CONTROL POINTS IN ORDER TO COMPLETE
THE SURVEY.
4. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS
AS OF AUGUST 6, 2019.
5. SURVEYED BY: STANTEC CONSULTING SERVICES INC.
6. SURVEY DATE: AUGUST 6, 2019
7. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US
SURVEY FEET.
8. VERTICAL DATUM: NAVD 88, GEOID 12A.
9. UNDERGROUND UTILITIES SHOWN WITHIN STANTEC
SURVEY LIMITS WERE MARKED BY OTHERS AND FIELD
SURVEYED BY STANTEC; HOWEVER, ONLY ELECTRIC
UTILITIES TO THE NORTH OF MEDICAL TRAINING FACILITY
ACCESS DRIVE IN VICINITY OF THE EXISTING WOOD
FENCE WERE MARKED.
10. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR
CERTIFY THE LOCATION OF ANY JURISDICTIONAL
WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.
SURVEY CONTROL POINTS:
*1 - 60d NAIL 1005 - 60d NAIL 1627 - 60d NAIL
N= 501704.42' N= 501965.359 N= 502150.076
E=2003972.69' E=2003392.894 E=2003969.280
EL= 246.63' EL= 235.388 EL= 230.288
*2 - REBAR 1006 - 60d NAIL 1671 - 60d NAIL
N= 52083.484 N= 502047.224 N= 502611.817
E=2003962.184 E=2003489.835 E=2003938.320
EL= 232.552 EL= 231.853 EL= 220.388
*3 - REBAR 1086 - 60d NAIL 1680 - 60d NAIL
N= 502585.440 N= 501946.672 N= 502410.808
E=2003640.053 E=2003620.954 E=2003260.360
EL= 221.477 EL= 241.186 EL= 234.470
*4 - REBAR 1136 - 60d NAIL 1735 - 60d NAIL
N= 502501.906 N= 501885.441 N= 502452.682
E=2003357.462 E=2003749.343 E=2003237.630
EL= 226.366 EL= 246.432 EL= 232.097
*6 - 60d NAIL 1263 - 60d NAIL 1736 - 60d NAIL
N= 502022.660 N= 502037.287 N= 502530.191
E=2003394.447 E=2003808.883 E=2003568.704
EL= 231.464 EL= 232.650 EL= 222.479
1001 - 60d NAIL 1590 - 60d NAIL 1737 - 60d NAIL
N= 502123.424 N= 502347.228 N= 502573.787
E=2003787.180 E=2003986.927 E=2003718.098
EL= 231.979 EL= 223.657 EL= 221.349
1004 - 60d NAIL 1591 - 60d NAIL
N= 502022.568 N= 501869.636
E=2003394.348 E=2003947.971
EL= 231.612 EL= 239.936 0111111111ii//
,``��� r C A ��fi�i
* INDICATES SURVEY CONTROL POINTS ���ssio, �r�'•�
FROM JOYNER KEENY PLLC SURVEY. _
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SHEET ID
VF 102
NOT FOR CONSTRUCTION
100% FINAL DESIGN SUBMITTAL
FOR OFFICIAL USE ONLY
FAST -TRACK I

1
2
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CIVIL ABBREVIATIONS
4 FOR OFFICIAL USE ONLY
LEGEND EXISTING:
7 1 8 1 9 1 10
LEGEND PROPOSED
G
F
0
F
ABC
AGGREGATE BASE COURSE
FC
FACE OF CURB
ABS
AIR BREAK SWITCH
F.D.
FLOOR DRAIN
A.C.
ASBESTOS CEMENT
F.D.C.
FIRE DEPARTMENT CONNECTION
A/C
AIR CONDITIONING
F.E.S.
FLARED END SECTION
A.D.
AREA DRAIN
F.F.E./FF
FINISHED FLOOR ELEVATION
A.F.F.
ABOVE FINISHED FLOOR
FG
FINISHED GRADE
ALT.
ALTERNATE
FH
FIRE HYDRANT
ALUM.
ALUMINUM
FIN.
FINISH
AMP., A.
AMPERES
FL.
FLOOR
A.O.
ACCESS OPENING
FM
FORCE MAIN
APPROX.
APPROXIMATELY
FOC
FACE OF CURB
ARCH.
ARCHITECTURAL
FT.
FOOT, FEET
ASPH.
ASPHALT
FTG.
FOOTING
A.T.F.P.
ANTI -TERRORISM FORCE
PROTECTION
G
A.W.G.
AMERICAN WIRE GAGE
GA.
GAGE
A.W.W.A.
AMERICAN WATER WORKS
GAL.
GALLON
ASSOCIATION
GALV.
GALVANIZED
B
GC
GENERAL CONTRACTOR
BFP
BLDG.
BM.
BOC
BOL/BL
BRG.
BVC
BVCE
BVCS
BW
C
BACKFLOW PREVENTER
G.F.E.
GOVERNMENT FURNISHED
BUILDING
EQUIPMENT
BENCH MARK
GL
GAS LINE
BACK OF CURB
GM
GAS METER
BOLLARD
G.P.H.
GALLONS/HOUR
BEARING
G.P.M.
GALLONS/MINUTE
BEGIN VERTICAL CURVE
GND.
GROUND
BEGIN VERTICAL CURVE ELEVATION
GOV'T
GOVERNMENT
BEGIN VERTICAL CURVE STATION
GV
GATE VALVE
BOTTOM OF WALL
GW
GUY WIRE
■
i
C&G
CURB AND GUTTER
HC
HANDICAP
E
CATV
CABLE TELEVISION
HCP
HANDICAP PARKING
CAP.
CAPACITY
HCR
HANDICAP RAMP
C.B.
CATCH BASIN
HDW/HW
HEADWALL
CBL
CABLE
H&V
HORIZONTAL AND VERTICAL
CEM.
CEMENT
HORIZ
HORIZONTAL
C.F.M.
CUBIC FEET/MINUTE
HP
HIGH POINT
C.F.S.
CUBIC FEET/SECOND
HSS
HIGH STRENGTH STEEL
CHLK
CHAIN LINK FENCE
HT
HEIGHT
C.I.
CURB INLET
HYD
HYDRANT
C.I.P.
CAST IRON PIPE
I
CIRC.
CIRCULATING
C.J.
CONTRACTION JOINT
ID.
INSIDE DIAMETER
INTX.
INTERSECTION
CK'D
CHECKERED
INV.
INVERT
CKT.
q
CIRCUIT
CENTER LINE
ISL
ISLAND
D
ITL.
INDEPENDENT TESTING
C.M.
CONCRETE MONUMENT
C.M.P.
CORRUGATED METAL PIPE
J
LABORATORY
C.M.U.
CONCRETE MASONRY UNIT
J.B.
JUNCTION BOX
C.O.
CLEAN OUT
JCT.
JUNCTION
COL.
COLUMN
JT.
JOINT
CONC./CC
CONCRETE
COND.
CONN.
CONDENSATE
CONNECTION
K
CONST.
CONSTRUCTION
K
K VALVE
CONT.
CONTINUOUS
KVA
KILOVOLT AMPERE
COR
CONTRACTING OFFICERS
KW
KILOWATT
REPRESENTATIVE
C. TO C.
CENTER TO CENTER
L
C
C.Y.
CUBIC YARD
L
LENGTH
D
LF
LINEAR FEET
DET.
DETAIL
LGT
LIGHT
DI
DROP INLET
LP
LIGHT POLE
DIA.
DIAMETER
LP
LOW POINT
DIFF.
DIFFUSER
LT
LEFT
DIM.
DIMENSION
D.I.P.
DISC.
DUCTILE IRON PIPE
DISCONNECT
M
MAX
MAXIMUM
D.J.
DUMMY JOINT
MED
MEDIAN
DN.
DOWN
MH
MANHOLE
DR.
DRAIN
MIN
MINIMUM
D.S.
DOWN SPOUT
MJ
MECHANICAL JOINT
DW
DOMESTIC WATER
MON
MONUMENT
DWG.(S)
DRAWING(S)
MTL
METAL
B
E
MW
MONITOR WELL
EA.
EACH
M.U.T.C.D
MANUAL ON UNIFORM
E.F.
EXHAUST FAN
TRAFFIC CONTROL
EG.
EXISTING GRADE
DEVICES
E.I.P.
EXISTING IRON PIPE
N
E.J.
EXPANSION JOINT
N/A
NOT APPLICABLE
ELEC.
EL.
ELECTRIC
ELEVATION
NAD 27
NAD 83
NORTH AMERICAN DATUM 1927
NORTH AMERICAN DATUM 1983
E.M.
ELECTRIC METER
NBL
NORTH BOUND LINE
EMBED
EMBEDMENT
NC
NORMAL CROWN
EOP
EDGE OF PAVEMENT
NCDEQ
NORTH CAROLINA DEPARTMENT
EQUIP.
EQUIPMENT
OF ENVIRONMENTAL QUALITY
EVC
END VERTICAL CURVE
NC DOT
NORTH CAROLINA DEPARTMENT
A
EVCE
END VERTICAL CURVE ELEVATION
OF TRANSPORTATION
EVCS
END VERTICAL CURVE STATION
NEMA
NATIONAL ELECTRICAL
EXH.
EXHAUST
MANUFACTURES ASSOCIATION
E.J.
EXPANSION JOINT
NIC
NOT IN CONTRACT
EXT.
EXTERIOR
NIP
NEW IRON PIPE
EX. / EXIST.
EXISTING
N.T.S.
NOT TO SCALE
O.C.
ON CENTER
O.D.
OUTSIDE DIAMETER
OH
OVERHEAD
OHE
OVERHEAD ELECTRIC
ONUS.
OLD NORTH UTILITY SERVICE
OVH
OVERHANG
P
P/A
PARKING AREA
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVATURE
PED
PEDESTAL
PER.
PERIMETER
PGL
PROPOSED GRADE LINE
PI
POINT OF INTERSECTION
PINC
POINT OF INTERSECTION ON CURVE
PIV
POST INDICATOR VALVE
PIV ELEV
POINT OF VERTICAL
INTERSECTION ELEVATION
PLT
PLATE
PSF
POUNDS PER SQUARE FOOT
PSF
POUNDS/SQUARE FOOT
PSI
POUNDS/SQUARE INCH
PIV STA
POINT OF VERTICAL
INTERSECTION STATION
PT
POINT
PVC
POLYVINYL CHLORIDE PIPE
PVMT
PAVEMENT
R
R / RAID.
RADIUS
RCP
REINFORCED CONCRETE PIPE
REINF.
REINFORCING
REQ.
REQUIRED
REV
REVISED
R.P.Z.
REDUCED PRESSURE ZONE
RT
RIGHT
R/W
RIGHT OF WAY
RWM
RIGHT OF WAY MONUMENT
S
SAN
SANITARY SEWER
SB
SOIL BORING
SCH
SCHEDULE
SET
SETBACK
SF
SQUARE FEET
SHT
SHEET
SIA
SIAMESE CONNECTION
SIG
SIGNAL
SOTF
SECURITY OPERATIONS
TRAINING FACILITY
SP
SIGNAL POLE
SPECS
SPECIFICATIONS
SQ. FT.
SQUARE FEET
SR
STATE ROAD
SS
SANITARY SEWER
STA.
STATION
STD.
STANDARD
STM
STORM
STL
STEEL
SUS.
SANDHILLS UTILITY SERVICE
S/W
SIDEWALK
SWM.
STORMWATER MANAGEMENT
T
T
TANGENT
TBM
TEMPORARY BENCHMARK
TERR
TERRA COTTA PIPE
TEL
TELEPHONE
TOB
TOP OF BANK
T/C
TOP OF CURB
TOE
TOE OF SLOPE
TOP
TOP OF SLOPE
TOW
TOP OF WALL
TP
TELEPHONE POLE
TRANS
TRANSFORMER
TW
TOP OF WALL
TYP.
TYPICAL
U
U/C
UNDER CONSTRUCTION
U/G
UNDERGROUND
UNO
UNLESS NOTED OTHERWISE
UP
UTILITY POLE
v
VC
VERTICAL CURVE
VCP
VITRIFIED CLAY PIPE
VERT
VERTICAL
W
WL
WATER LINE
WM
WATER METER
WSEL
WATER SURFACE ELEVATION
WV
WATER VALVE
WTR
WATER
WWF
WIRE WELD FABRIC
©
GAS METER
CT
TELECOMMUNICATION MANHOLE
0 OR —EU
SIGN
•
POWER POLE
Co--
GUY WIRE
CS
SANITERY SEWER MANHOLE
CD
STORM MANHOLE
LIGHT POLE
C
ELECTRIC MANHOLE
EB
OR ELB
ELECTRIC BOX
TR
TRANSFORMER
T❑
TELEPHONE PEDISTAL
0
BOLLARD
BORE
SURVEY CONTROL
C8
FIRE HYDRANT
OR X
WATER VALVE
®
REBAR
Q
CLEAN OUT
EB
INLET/CATCH BASIN
PINE TREE
O
HARDWOOD TREE
1011P
PINE TREE
1 u u
OAK TREE
10"CH
BLACK CHERRY TREE
10"MAG
MAGNOLIA TREE
10"MAP
MAPLE TREE
SWEETGUM TREE
10"SYC
SYCAMORE TREE
10"SOUR
SOURWOOD TREE
10"U
UNKNOWN TREE
10"TWIN
DOUBLE TRUNK TREE
10"TRI
TRIPLE TRUNK TREE
10" BIRCH
BIRCH TREE
3SBW
3 STRAND BARBED WIRE
J�
WOODS
—x
x x—
FENCE
RIP RAP
SDx
STORM DRAIN
SDx
ssx
SANITARY SEWER LINE
ssx
OHE
OVERHEAD ELECTRICAL LINE
OHE
UE —
UNDERGROUND ELECTRIC
UE
ASPHALT PAVEMENT EDGE
CONCRETE
.
a
220
MAJOR CONTOUR
219
MINOR CONTOUR
255.7' X
SPOT ELEVATION
SD
SD
STORM DRAIN LINE
SURFACE WATER FLOW DIRECTION ARROW
0
STORM DRAIN MANHOLE
CO
CLEAN OUT
TD
TD
TEMPORARY DIVERSION DITCH
T
SF
SF
SEDIMENT FENCE
TPF
TPF
TREE PROTECTION FENCE
■��MM
MM
COIR WATTLE
x
x
SECURITY FENCE
TEMPORARY WOODEN PRIVACY FENCE
OR TEMPORARY TYPE 3 BARRICADE
•
PROJECT LIMITS
LOD
LOD
LIMITS OF DISTURBANCE
TREE LINE
ASPHALT PAVEMENT
a CONCRETE PAVEMENT
a CONCRETE SIDEWALK
X XOR DEMOLISH
----- =��= SEDIMENT FENCE OUTLET
►t WATER VALVE
WATER POST INDICATOR VALVE
GAS GAS GAS LINE
---COMM— TELECOMMUNICATIONS LINE
FIRE HYDRANT
w w WATER LINE
SAN SAN SANITARY SEWER
❑ BLOCK AND GRAVEL INLET PROTECTION
lr\ COMPOST SOCK
TEMPORARY CONCRETE WASHOUT
EXCAVATED DROP INLET PROTECTION
• BOLLARD
�t FIRE DEPARTMENT CONNECTION
CURB AND GUTTER
VALLEY GUTTER
PITCHED GUTTER
C A R D��i��i
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SHEET ID
C-001
NOT FOR CONSTRUCTION 1 — 1
FAST -TRACK 1 100% FINAL DESIGN SUBMITTAL
FOR OFFICIAL USE ONLY

1 2 3 4 FOR OFFICI L USE ONLY 7 8 9 10
d°..J de.� d: Q°. e / - -• / / \ ^ \ I J �j I I I I NOTES:
°d ` °2 .92 / S 19 WOOS / U) \ Q ,
� 2 x SHELTERS ���' 0 22" I 1. EXISTING TREES SHOWN ARE PER THE SURVEY BY
'.223.35' ° d'sX I N� O V'
\ 1 ° / •• / RAGG HARVESTED
-� /N 0) / TREES WITHIN STANTEC IN UPROJECT GUST LIMITSBIN SEPT M ER 20 9;
d s d 22 - \ SAS
d1 J 1 "O\ / ^ - HOWEVER, SOME TREES WITHIN THE PROJECT LIMIT
l . 'CobD •• / REMOVE AND REPLACE ��p // cy N cV4&rn�
/ NOTED TO BE REMOVED MAY STILL NEED TO BE
/ APPROXIMATELY 260 SF OF \ SOU �//
G ° `ter' .d d ' ° '. ° / ASPHALT AND 22 LF OF `J6' "BIRCH /o�/ '
K s v, s \ • PROTECT EXISTING STORM REMOVED AND THE CONTRACTOR SHALL BE
^C A1�� c s. / / • 22�' CURB AND GUTTER 10 N-���'� N DRAIN SYSTEM (TYP) _ RESPONSIBLE TO REMOVE SAID TREES.
G 223.76 �w 13" Nrn \E + ,')VIA I / • fill
1 i t1 n 2. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR
\ <..�' d \ / / / REMOVE APPROXIMATELY OX I POST TO REMAIN - / SHALL INSTALL THE TEMPORARY 8' TALL WOOD PRIVACY
22$:78 / 275 SF OF CONCRETE c� I I I I ZJ.47' 29, FENCE AS INDICATED. LAND DISTURBANCE SHALL ONLY
o �'� / / �' �' 2 o \ SO ` J N / �t - CONSIST OF DIGGING POST HOLES FOR THE TEMPORARY
° °° 0� / PROJECT / \ SOX 6\ �W `\ I I nPRIOR TOTREEREMOVAL WITHIN THIS ?26.40'i2�� / PRIVACY FENCE ONLY AFTER APPROVED BY JSOMTC.
_226.91 • d/ O .. d / REMOVE ASPHALT C 1 / ll �' o o DISTURBED AREAS SHALL BE STABILIZED AT THE END OF
LIMITS (TYP) SO \ \IN\ =21�82� \ '� AREA ONLY (CONTRACTOR 229 41' / EACH WORK DAY. IF EXISTING TREES NEED TO BE
A PAVEMENT
°. .. ' ;. �° ��� � \ \ , ��\�. \ ( CONSTRUCTION TRAILER AREA), X �
3. 1 ° CONTRACTOR TO RECORD TREE TYPE ' 30.8 REMOVED TO FACILITATE TEMPORARY PRIVACY FENCE
°�s° 23� O INV 18.9 ' U 226.40 INSTALLATION, EXISTING TREES MAY BE FELLED, AND
/ / WOO ED �- \ \ �/ AND MEASURE DIAMETER (DBH) WITHIN RCP 2 r
ROOTS AND STUMPS SHALL BE GRUBBED ONLY IF
225.64 / KE REMOVE AND REPLACE v� TOP 23 8' �" \ \ I ,� 0' .� LIMITS OF DISTURBANCE, SEE 3ABSOLUTELY NECESSARY. THE CONTRACTOR MAY
d
A EA
'�/ APPROXIMATELY 230 SF OF 1 232 - � �' SOX M c(? INV=22�.32' 1 0 0�, 'LANDSCAPE PLAN FOR TREE MITIGATION SLIGHTLY ADJUST THE TEMPORARY PRIVACY FENCE
�\ IN 22.03' CALCULATION REQUIREMENTS ALIGNMENT IN ORDER TO FACILITATE INSTALLATION
229.84 (o / ASPHALT AND 110 LF OF 232.8 TOP=29t 62' " 1 I �Ij�I{ I /(�/) WHILE PRESERVING EXISTING TREES AND LIMITING
- -- �� 231.14 h/Ni� II L...: . I I�N CURB AND GUTTERF .� � � p�'REMOVE EXISTING SECURITY FENCE � AMOUNT OF DISTURBANCE THE CONTRACTOR SHALL
I REMOVE APPROXIMATELY - - ��' s o V 8 AND GATE ONLY AFTER PHASE 2 OF ) INSTALL THE TEMPORARY PRIVACY FENCE WITH THE
o 90LF OF CURB AND GUTTER / OX c, I 22.13 T \ I EROSION AND SEDIMENT CONTROL LEAST AMOUNT OF DISTURBANCE AS POSSIBLE, AND ALL
I // s �'� ti WORK AREAS SHALL BE STABILIZED AT THE END OF EACH
- 1
\ o / 336 NG " UNK SX o \ CONSTRUCTION IS COMPLETE AND 1- / WORK DAY.
S INV=226. 24:C&G
�NN�� ) _ P ENTIRE NEW SECURITY FENCE AND
pD' .�FLP QFZ INV=228.23' N x 9a -23 x 3. TEMPORARY 8' TALL WOOD PRIVACY FENCE DETAIL BY
� S �^ ZZ9. o o `AND TILT GATE ARE INSTALLED,
x PROTECT EXERCISE EQUIPMENT / P�GN GG�s x `L a 0 REFER TO EROSION AND SEDIMENT �,� CONTRACTOR. COORDINATE PRIVACY FENCE WITH
`� �/ M� P 't M 2327 1 G / JSOMTC SECURITY.
co TO THE GREATEST EXTENT � Q�p\. N v CONTROL PLAN -PHASE 2, SEE
I POSSIBLE FP PS 24"C&G = v NOTES 5, 7-9 4. GATE HARDWARE LOCKING REQUIREMENTS:
REMOVE SANITARY SEWER INV=222.06 T P=229.67 EXISTING DOUBLE SWING GATE: CONTRACTOR WILL
'�0.8 - V- � 33:40 � � W in p`b � '`
��. BY ASUS REMOVE CURB AND INSTALL ITSOWN LOCK ON ATECONTRACTOR WILL
229 ' / / SAX 233.53 /2 ? 1, 23p _ -GUTTER , PROVIDE THE GOVERNMENT WITH A DUPLICATE KEY AND
THE CONTRACTOR WILL HAVE ITS OWN KEY.
233 „
S S XQ �Q 4 PAD W REMOVE RIPRAP ,
1111P i 5. THE EXISTING DOUBLE SWING GATE WILL REMAIN FULLY
E \ �2 2 OX O �- \ 24"P\ 4„ \ WITHIN RIPRAP AREA, o OPERATIONAL UNTIL THE END OF CONSTRUCTION AND
/ o _ „ "p / J� ` WILL ONLY BE REMOVED AFTER THE PROPOSED TILT
/ "� 6" 11 "P8� � 5 O \ 16 P „ a REMOVE BRUSH
/ spy 3 7"P 5 CH h095��
AND VEGETATION (CLEARING GATE IS INSTALLED AND FULLY OPERATIONAL.
77 5110
X / 13 P,, , _ a"p �li� ONLY_ NO GRUBBING) F_ ASInF FROM TFMPORARY PRI\/ACY FFNr.F INSTAI I ATION_
�� " " �' �'I \ " 10"O "' ' 1 I U KtLUUA1 t (BUY VVIKt J JCUIIVICIN I MINU CKUJIUIN UUIN I MUL IVIC/1JUKCJ JAMM IIV
SO 19 P 11 P " BY SUS N `�� �;'^ �� PLACE INSPECTED AND APPROVED BY FT. BRAGG
6 „ 7"P �� „p `L WATER MANAGEMENT BRANCH AND NCDEQ. REFER TO
OX 231.77 0 6 0 P P P
/ CONSTRUCTION SEQUENCE ON SHEET C0003 FOR
SZ 231.84 / 3011 12 -6„p \ 5 P P 1 O '� cv ENTIRE CONSTRUCTION SEQUENCE.
S# 7�
" " „ o
U 'T0 6 O / * P 10P „P „ I I o
/ 0 14 P P co PROTECT ELECTRIC / / °
/ " „ o/ 7. ALL EXISTING SECURITY FENCE, TEMPORARY PRIVACY
p „ p/ 3 O \ 13 \ \` 6 I POLE
�O� 4 / 6"TRI 0 „ „ „ / FENCE AND PERMANENT SECURITY FENCE INSTALLATION,
I--,' O „ „P 5 0 „C P / REMOVAL, AND OR DEMOLITION SHALL BE SCHEDULED
4„ \ 4/ �� i'4 P / H \ \ I o -I I / AND COORDINATED WITH JSOMTC SECURITY PRIOR TO
/ 3 7 P'
'E��SEE / 6„P / I „ \ ��s, 12 R "p "CH ° o 0 o EXISTING RIPRAP TO ; BEGINNING ANY WORK.
D EX g��p 0 0„P O \ $� °p REMAIN
.�'�� 1
„ I " / 8. CONTRACTOR SHALL NOT REMOVE ANY EXISTING
„ 12P \ /
5 6 P 11
6 G � P 23 �� / " � 1 � "p\ \ 11 3 5 C \ � o / I � ��o SECURITY FENCE AND GATE UNTIL APPROVED BY
/PGZ / \ 8 0 5"CH TEMPORARY TYPE 35 I o / / JSOMTC SECURITY AND ONLY AFTER THE REPLACEMENT
o 236�„p/ /%0 / 9 O �12' \ u__, I SECURITY FENCE AND GATE HAS BEEN COMPLETELY
1 P - /� a BARRICADE TO LIMIT 11 G ❑ 13/ 'p' l � / / \ `� 1 \ ~ ACCESS TO TEMPORARY / / INSTALLED, TESTED, AND FULLY OPERATIONAL.
'6"CH - \ / h ,/ �237 / / / �'CH \ \ S CONTRACTOR LAYDOWN = 8.98' I 9. THE CONTRACTOR SHALL PROTECT AND PREVENT
� G / I \ \ „ AREA REFER T BAT NE �35.81`
o IN\ -23 DAMAGE TO THE EXISTING SECURITY FENCE TO REMAIN
9 G 23g 6 G \ `93 P \ \p o ( O S OG )P IIN PLA E EX EPT WHERE N TED N THE PLAN T BE
/ , 11"P��8 O 3g.° DRIVE DETOUR PLAN) ,_ (TOF C C O O S Oo g� \ V2 8.98 RC�y REMOVED AND / OR REPLACED, THE CONTRACTOR
\ - 8"TWIN -0 ++ / ��23 "G 24�, \ 2°0 \ \ \ - ~ �v - '/ 1 �( SHALL ENSURE THAT THE AREA IS SECURED AT ALL
„ �, - V / C� \ I I \ TIMES.
INV-23 .32 / / _WOODED P 9 P�"p
\ "CH O O O X
I15" MP / - - - A�A� ,. \ \ 8 �' S[\ 10.ONLY WITHIN THE PROJECT LIMITS EXISTING SECURITY
�� „ 41 - I ,
1 7" / / o P 2 _ _ - \ �- \ „� P \ \ 15\0 FENCE SHALL BE CLEANED OF KUDZU, AND FALLEN
I I I o / 242, 11"P 15 \ „O \ �3 0 I a 23 O / o o TREES ON THE FENCE SHALL BE REMOVED AND
C OT E E D I / ❑ / / 242 - - ; - , \ „ \ \ 16 \ „c �, 1 " o CLEARED.
\ i �5"P / ' 4' - - - 6 TR \ P \ \ 1 „p C I w / I I O O k
UN / / / 24 ,\ \ \ \ w / 04HER ND = INV=23�f. -12" CID o Q 11.CONTRACTOR SHALL REMOVE THE TEMPORARY 8' TALL
o ✓ „ 0 \ 6 O 6 0 „p �' I C'� WOOD PRIVACY FENCE AT END OF CONSTRUCTION ONLY
\ - / 8 P \ 14, ` �1 , yNIN WN / AFTER APPROVED BY JSOMTC SECURITY AND THE
\ \ / \ P- \ \ ��' \ ~ I I /m / CONTRACTING OFFICER.
\ \ 13 P, _ „ "O \ REMOVE EXISTING SECURITY FENCE /
\ \ TEMPORARY / 15"P - 511 \ 8"P \ 8110 \ \ O DURING PHASE 1 OF EROSION AND
12. CONTRACTOR TO REMOVE STUMPS AND ROOTMAT.
PRIVACY FENCE ❑_ � � \ 0�P � o
\ \ ��5"CH „ / \ ��\ \ \ o SEDIMENT CONTROL CONSTRUCTION , o C� ! CONTRACTOR TO REPLACE PINE TREES PER FT. BRAGG
P�246 8"P 5 MAGI - \ 7"P \ aM AND ONLY AFTER NEW SECTION OF REPLACEMENT SCHEDULE, COORDINATE ONSITE AND OR
O D E N
„ � P � 4 P \ \ � �\ / PARALLEL SECURITY FENCE IS � i� OFFSITE LOCATION WITH CONTRACTING OFFICER. REFER
\ 0 4 O 47 - _ ** - - REA \ \ c+�j / TO LANDSCAPE PLAN.
/ 5 P / lip �l \ \ - //��� � cV INSTALLED, REFER TO EROSION AND
"p _ 11 P 9 L Y P \ \ 2 \ \ �Iz) I SEDIMENT CONTROL PLAN -PHASE 1, /nod / '2 , 13. ALL PAVEMENT AND CURB AND GUTTER TO BE REMOVED
- oil
CH„N SEE NOTES 7-9SHALL BE SAWCUT TO LEAVE A CLEAN, NEAT EDGE.
"P F� 6 0 236.54 °o CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST
1 \" 1CH I \ JOINT.
\ \ / 1 3� 4 " 15P J, I o I M O
11C co a:
\ / 4" °o ., " \< 094S� I I \ a I I �v R► I 14.THERE ARE NO WETLANDS, SURFACE WATERS,
"p / \1 P " 7"0 I 1 I o / M I _ �` I REGULATORY FLOOD ZONES OR PROTECTED RIPARIAN
250 P 1 \ 1� (�11(0 "TWI CH \ a I N /III'1 PTPP9 J'�Z \14" h \I ,,� N PP o I BUFFERS WITHIN THE PROJECT LIMITS.
251'- P- T PF I T "*IN I I � � � � � LEGEND 8„P 0)
\ 1 / 5" p „ _� o \ M
�� „ 7 „❑ L 3„� OD D o / 0 LOD OR X PHASE 1 REMOVAL
\ \\ \ "SOUR \ \ 250 2„P lip
1 P O / �Op
15 1 P��, �T► /�24o�PHASE 2 REMOVAL
\P c5` 3z - ­47 A I REMOVE SANITARY
CA�ii \* REMOVE TREES, �' `�� SEWER BY ASUS / AFTER PHASE 2 COMPLETE
, . , © � LIMITS OF
8"� `��`pQ`�`�ESS1fj ��?.% \ -� \ 1 „TRIPLE SEE NOTES 1 I DISTURBANCE/PROJECT / / s X REMOVAL
o AND 12 (TYP) � \
A \ \ = :a 6EAL LIMITS (TYP) /
2177i�3
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TILT -A -WAY DCM VERTICAL PIVOT GATE (VPG) RIGHT HAND
S INSTALLATION WITH CARD READER BY IDEAL MANUFACTURING, INC OR 00�
ssx APPROVED EQUAL AS APPROVED BY JSOMTC SECURITY. SEE NOTE 8.
Ns, STORMWATER MANAGEMENT 10' I
WIDE(MIN.) MAINTENANCE ACCESS
4 VALLEY GUTTER 11 BOLLARD
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1 HANDICAP CURB `o
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C-506 PAVEMENT (TYP.)
1 0 BACKFLOW ;
11 "G ❑ rl10r PREVENTER CONCRETEMECHANICAL0 20'13" PADS BY ASUS• .
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G 9 C-506 CONCRETE CONCRETE PAD,
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ING RADIUS
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NOTES:
1. ALL DIMENSIONS ARE MEASURED TO FACE OF WALL, FACE
OF BUILDING, FACE OF CURB OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
2. ALL RADII ARE MEASURED TO FACE OF CURB OR EDGE OF
PAVEMENT OR CONC EDGE UNLESS OTHERWISE NOTED.
3. ALL SIDEWALKS ARE 5' WIDE UNLESS OTHERWISE NOTED.
SIDEWALKS ALONG CURB AND GUTTER ARE MEASURED FROM
BACK OF CURB.
4. CONCRETE RAMPS HAVE 5'X5' LANDING AREA DEPICTED BY
DASHED LINES AT BEGINNING AND END OF RAMPS.
5. ALL EXISTING SECURITY FENCE, TEMPORARY PRIVACY
FENCE, PERMANENT SECURITY FENCE, AND GATE
INSTALLATION, REMOVAL, AND OR DEMOLITION SHALL BE
SCHEDULED AND COORDINATED WITH JSOMTC SECURITY
PRIOR TO BEGINNING ANY WORK.
6. THE CONTRACTOR SHALL PROTECT AND PREVENT
DAMAGE TO THE EXISTING SECURITY FENCE TO REMAIN IN
PLACE EXCEPT WHERE NOTED ON THE PLANS TO BE
REMOVED AND / OR REPLACED. THE CONTRACTOR SHALL
ENSURE THAT THE AREA IS SECURED AT ALL TIMES.
7. PROPOSED SECURITY FENCE SHALL BE CONSTRUCTED TO
JSOMTC PERMANENT SECURITY FENCE STANDARDS.
COORDINATE FINAL ROUTING AND CONFIGURATION OF
TEMPORARY PRIVACY FENCE, PERMANENT SECURITY FENCE
AND PERMANENT PERSONNEL GATE, AND TILT GATE WITH
JSOMTC SECURITY.
8. CONTRACTOR TO COORDINATE EXACT CONFIGURATION,
LOCATION, ELEVATION, LENGTH, SIZE OF PERSONNEL GATE
AND TILT GATE TO INCLUDE FOOTINGS AND REQUIRED
MOUNTING HARDWARE AND POLES/POSTS/STANCHION PER
MANUFACTURER'S RECOMMENDATIONS WITH JSOMTC
SECURITY PRIOR TO INSTALLATION. CONTRACTOR TO
SUPPLY AND INSTALL PRESSURE SENSORS, CARD READERS,
CONDUIT, ELECTRIC WIRE, MOUNTING
POLE/POST/STANCHION, PERSONNEL GATE AND TILT GATE.
CONTRACTOR TO PROVIDE AND INSTALL A KNOX SWITCH FOR
FIRE DEPARTMENT EMERGENCY VEHICLE ACCESS TO OPEN
TILT GATE. SEE ELECTRICAL PLANS FOR POWER
REQUIREMENTS AND LOCATION OF KNOX SWITCH.
9. COORDINATE MECHANICAL EQUIPMENT PAD SIZE AND
LOCATION WITH MECHANICAL UTILITY CONTRACTOR PRIOR
TO INSTALLING CONCRETE PAD. EQUIPMENT PAD EXTENDS
BEYOND THE EDGE OF THE EQUIPMENT ON ALL SIDES. THE
LENGTH THE PAD EXTENDS BEYOND THE EDGE OF THE
EQUIPMENT VARIES FROM EACH PIECE OF EQUIPMENT.
10. CONTRACTOR SHALL USE CAD FILE FOR CONSTRUCTION
STAKING TO ENSURE CORRECT COORDINATES; HOWEVER,
CONTRACTOR TO REFER TO STRUCTURAL AND
ARCHITECTURAL PLANS FOR BUILDING FOOTING LOCATIONS,
FLOOR PLANS, BUILDING WALL AND RETAINING WALL
LOCATION INFORMATION, DIMENSIONS AND BUILDING
DETAILS.
11. SEE LANDSCAPE PLAN FOR LOCATIONS OF SOD AND
SEEDED AREAS.
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1
STORM DRAIN SCHEDULE
From
To
Slope
Pipe
Length
Upstream
Invert
Downstream
Invert
Upstream Structure
Pipe Rim Minimum
Minimum
(upstream)
(downstream)
Diameter
(From)
(To)
Material Elevation Depth
Cover
(Ft/Ft)
(In)
(Ft)
(Ft)
(Ft)
(Ft) (Ft)
(FT)
TEMP ES-4 (PH-1) EX CB-3 (PH-1) 0.0250
G EX CB-3 (PH-1) CB-4 (PH-1) 0.0110
CB-4 (PH-1) FES-3 (PH-1) 0.0118
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LIMITS OF DIS
PORTIONS OF
PERMANENT STORM \
DRAIN SYSTEM -
INSTALLED DURING
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11.00 227.25 226.98
HP STORM 230.00
2.75 1.31
PHASE 1 (TYP) N _
15
15
6.00 226.98 226.91
35.00 226.91 226.50
CLASS IV RCP 229.67
GLASS IV RCP 229.90
2.69 1.26
3.99 1.55
Lju -
1
r BAFFLE
/
CAUTION'
•
SHALLOW COVER OVER
C-513 (TYP) ,
237
PROJECT LIMITS TYP
�9O , - EXISTING STORM DRAIN PIPE WITHIN
TEMPORARY SKIMMER SEDIMENT BASIN
AREA, PROTECT EXISTING STORM DRAIN
/ PIPE AND STRUCTURE
/ PROVIDE EROSION CONTROL BLANKET WITHIN
TURBANCE/ / SLOPE AREAS (SHADED AREAS) (SEE NOTE 2) � 3
/- J L
r
- -51D*_n V,
1 SEDIMENT FENCE
502 \OUTLET (TYP)
t
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SKIMMER
W
PROJECT LIMITS (TYP) vv
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', TEMPORARY, AND PROPOSED STORM DRAIN PIPES, INLETS, - E
1 AND RIPRAP CONVEYING DRAINAGE TO TEMPORARY
i
r) /
FOR CONTINUATION SEE
j/ PHASE 2 SHEET CG104
% I
3 ° SEDIMENT FENCE _ -
C-501 _j (TYP)
I\
7'?9 /
I RCP 2
155" RC ' _ COMPOST SOCK INLET
C-504 PROTECTION (TYP)
=22y)A'
S X
INV=226.40' - -
15" RCP
3 SEDIMENT FENCE SKIMMER SEDIMENT BASIN WHEN TEMPORARY SKIMMER O
`�k 1 SS, - TAP ti3
co C-501 (TYP) / SEDIMENT BASIN IS INSPECTED (TYP) �
1 / P\�\\���\�� / ass 2 `COMPOST SOCK INLET 1 P 5 , CB 30 Y
-\� SO C-504 ',,"'PROTECTION (TYP) -2 -
I COMPOST SOCK FOR\GP�GG�s O� X TEMPORARILY BLOCK EXISTING
co
SEDIMENT CONTROL �� / M� \�`(P > _ t O`5 CB STORM DRAIN PIPE (EX CB-3 TO EX
PROTECT CB-4 WEEP CB-2) DRAINAGE AT EXISTING INLET
HOLES/STONE (SEE NOTE 5) =2 C E FROM BYPASSING TEMPORARY
> SKIMMER SEDIMENT BASIN
` / D7� TD 1u> 1u> TDa� TD
29 � / // X 23
CORE DRILL HOLE IN PROPOSED AND 22T 5'
p a s Q EXISTING INLETS AND CONNECT `L
E �/ 2� 2 �P'0/ % �p TEMPORARY 15" STORM DRAIN PIPES TOfo \ o
0 + INLETS, SEE STORM DRAIN SCHEDULE tp 24"P 16"P
11"P81913' FOR TEMPORARY PIPE INFORMATION + 5"
+ / o 0 1 TEMPORARY DIVERSION �\ 6ttp 2 ti TEMPORARY
SF
C-505• DITCH (PROVIDE VEHICLE \ C-514) RIPRAP (TYP)
soy CROSSING USING 19"P 1 1UU U /
2 \ p 1
7"T o •,p COURSE AGGREGATE) �P'` F 1 + �� i _ ,t
tt SEDIMENT FENCE '
tt
s� 30 12 .6"F \ \ 5"P -C-502� 10UTLET (TYP) + 1
01 tt P / " `
� � \ tt / I
'I O O ( 10 P 14"F' P °
+ + i % F i
/ 1 TEMPORARY GRAVEL CONSTRUCTION �� 6"C V
" �� DURING PHASE 1 TEMPORARILY W
4 �� 6 TRI O tt0 C-504 ENTRANCE/EXIT �
�Op / 4„ \ 4/ ��411P / 4" h TIE EXISTING SECURITY FENCE TO _ "CH °
p / 7 P� �\ REMAIN FENCE TO BE REMOVED o
0ICHD 1D �o 6"P ° v "/1t AFTER PHASE 2 IS COMPLETE T
tt \I/a O P _ / _ � I �� n��n 0 �� \ )
1 G i 3 ;SEDIMENT FENCE + �� NEW SECURITY FENCE
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� FOR CONTINUATION SEE , / G / ) /� + „ / \ \ 8"0 6'+ � L5"CH \ �
PHASE 2 SHEET CG104 ,t o 236�„p / / O / 9"O �p \ 12"1311
Co A \ 1
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! ti /n , / ,t / I \ � \ tt NEW SECURITY FENCE
9 G + 23$ 6 G tt 23 tt \ `9 3 F r Y °
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t 24 WOODED 9ttp -2�.32 -P �llp C H '
fiTEMPORARY DIVERSION / r tip ' 24�� - - = AREA-- - tip \ + �,� + \ �(
C-505 DITCH (TD#2) (SEE NOTE 2) / o / 42, - \15"p `� O \ \ \ 15�0 x tt0 3
A 6 *R P H\
tt \ \ P
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\ \ /15"P \ C� 8P \ `\ o
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TEMPORARY PRIVACY `�' 2TREE PROTECTION tt' + L Y p \ \ 2 \ \ ,� a \
FENCE REFER TO 6 - ,t t, 1 \ \ \ tt
( 1 "P C-501 FENCE 6 CH 1 1 \ 1
DEMOLITION PLAN AND s� \ �„ + I + 6"O I � \
/ 1 „ 131 H
g I CONSTRUCTION SEQUENCE 1 3 ,� 49 15 P � C 1 o I
I' \ 2�5, I - ttn
1 REGARDING TREE REMOVAL 4„ a - \ + 0 I I + C \ \
1 AND STABILIZATION ( "F� \ 250' P \ \ \ \� 7"O I 1 „
REQUIREMENTS) / 1�' 1"P TPp9" P \ \ f(ob I + TWI CH4 14-
1 \ c 1
\ _ PF ❑ I o C-505�
811p 251'- _p. -�- T 11 SF SF -o FIN
511p + L OD + o
\ t, 25 1 P O
\ \ S3110
OUR \ I
71
-4-
„ END OF TREE /
\ 15 1 PROTECTION FENCE / N0
\� _ cg eo O
A \\\ �� ���� �� 250 57\RPLEO +
EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
SCALE: 1 "=20'
9
SHEET NOTES:
1. REFER TO SHEET CGO01 - CGO03 FOR CONSTRUCTION
SEQUENCE AND GENERAL EROSION AND SEDIMENT
CONTROL NOTES.
2. TEMPORARY DIVERSION DITCH (TD#1-TD#2),
TEMPORARY SKIMMER SEDIMENT BASIN, AND SLOPE
AREAS AS SHOWN (SHADED AREAS) SHALL BE
STABILIZED WITHIN 7 DAYS FROM LAST LAND
DISTURBING ACTIVITY. PROVIDE COCONUT FIBER WITH
NET C125BN EROSION CONTROL BLANKET PRODUCT
FROM NORTH AMERICAN GREEN OR EQUIVALENT
WITHIN TEMPORARY DIVERSION DITCH TD#1-TD#2 AND
SLOPE AREAS AS SHOWN (SHADED AREAS). INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
3. TEMPORARY SKIMMER SEDIMENT BASIN WATER MUST
1 ?30PF20POSED RIPRAP OUTLET O
O
BE WITHDRAWN FROM THE BASIN SURFACE.
C-501 PROTECTION (TYP) -
uX 1 1v
4. SEDIMENT FENCE IS SHOWN FOR GAS AND WATER
2
o
UTILITY WORK (DESIGNED BY OTHERS) AS IF THE
COIR WATTLE
ENTIRE GAS AND WATER UTILITY CORRIDOR WILL BE
"05(ENTRENCHED) (TYP)
/
OPEN TRENCH EXCAVATION. IF DIRECTIONAL DRILLING
/
IS USED, SEDIMENT FENCE IS ONLY REQUIRED IN
AREAS OF LAND DISTURBANCE.
/
/
5. CB-4 HAS A 1' DEEP SUMP BELOW STORM DRAIN PIPE
INVERT OUT. TEMPORARILY LINE INSIDE INLET WITH
PLASTIC LINER PRODUCT TO PROTECT FUNCTION OF
I
/
WEEP HOLES/STONE FROM BEING PERMANENTLY
AFFECTED BY SEDIMENT.
\ 4
I
TEMPORARY SKIMMER SEDIMENT BASIN
2 TREE PROTECTION
-513
WITH 10' WIDE SPILLWAY AND BAFFLES (SEE NOTE 2 AND 3)
C-501 FENCE
DRAINAGE AREA = 1.46 ACRES, DISTURBED AREA = 1.30
°
/ o
ACRES, 10-YEAR DISCHARGE = 8.31 CFS
I I
BASIN BOTTOM ELEVATION= 226.50'
CONTRACTOR ACCESS POINT
CREST OF SPILLWAY= 228 50'
'
/I ?3
FOR PERMANENT SECURITY
i BASIN TOP OF EMBANKMENT= 230.00'
o
/
FENCE INSTALLATION. EXISTING
DEPTH OF STORAGE= 2 FT
�
RIPRAP TO REMAIN. WITHIN
TOTAL DEPTH- 3.5 FT
RIPRAP AREA REMOVE BRUSH /
SEDIMENT CLEANOUT ELEVATION= 227.50'
AND VEGETATION (CLEARING �Q'
��` REQUIRED MINIMUM VOLUME= 2,340 CF
®
ONLY, NO GRUBBING)
/ PROVIDED VOLUME= 4,167 CF
° REQUIRED MIN. SURFACE ARE= 2,702 SF
WITHIN BASTOGNE DRIVE PROVIDED SURFACE AREA= 2,808 SF
/
PAVEMENT AREA ONLY, BASIN BOTTOM DIMENSIONS (AVG) - 48' X 35'
P
CONTRACTOR LAYDOWN AREA BASIN TOP DIMENSIONS (INSIDE)(AVG) - 78' X 45'
(ROAD TO BE CLOSED, REFER 2:1 SIDE SLOPES
0 0
TO BASTOGNE DRIVE DETOUR 4" SKIMMER WITH 0.75" ORIFICE DIAMETER
/ PLAN), NO LAND DISTURBANCE
0 0
35
� 2
I COMPOST SOCK INLET
C-504' I PROTECTION (TYP)
TEMPORARY TYPE 'i RARRIrAnF=
TO LIMIT ACCESS TO TEMPORARY
CONTRACTOR LAYDOWN AREA
(REFER TO BASTOGNE DRIVE
DETOUR PLAN)
Sri\
INV/ 2
)� o o INy=2?
% 3 / SEDIMENT FENCE NV= ik. -12" CID o Ok
C-501 (TYP) / J co s DISTURBED AREA =
2.95 ACRES
' O
2 RIPRAP TURN PROPOSED DITCH i
C-514 INTO FLOW LINE OF TEMPORARY
i
N DIVERSION DITCH AND LINE
PROPOSED DITCH AND TEMPORARY
DIVERSION DITCH WITH RIPRAP)
n l�
I 3 SEDIMENT FENCE
C-501 (TYP)
M P
/
Q
TEMPORARY DIVERSION \ I \
DITCH (TD#1) (SEE NOTE 2) ,'
' N
�240'
sX
0 /
INV_2 8.98'
TOP- 5.81'
11 -228.98
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�`s TELECOMMUNICATION LINE TO BE INSTALLED •o CAUTION: SHALLOW COVER OVER 6-513 (TYP)
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TELECOMMUNICATION AND SECURITY PLAN / TEMPORARY SKIMMER SEDIMENT BASIN
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PIPE AND STRUCTURE 230
00
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BASIN TOP DIMENSIONS (INSIDE)(AV(3) -
PROTECTION (TEMPORARY) wa 2-1 SIDE SLOPES
TEMPORARY GRAVEL CONSTRUCTIO WITHIN BASTOGNE DRIVE
/PAVEMENT AREA ONLY,
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00 411 w ROAD TO BE CLOSED, REFER
FOR CONTINUATION SEE__"�'_ SEDIMENT FENCE PLAN), NO LAND DISTURBANCE
PHASE 2 SHEET CG1 04 MAMA 2 (TYP) OUTLET(TYP)
its
TEMPORARY TYPE 3 BARRICADE
PROPOSED PERMANENT GR �SS :+ TOP 2 3.5 CONTRACTOR LAYDOWN AREA
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SCALE: 1 "=20'
FOR OFFICIAL USE ONLY
20' 0 20' 60'
1 "=20' K
N NOT FOR CONSTRUCTION
FAST -TRACK 1 100% FINAL DESIGN SUBMITTAL

1 2 3 4 FOR OFFICI L USE ONLY 7 8
STORM DRAIN SCHEDULE �v �• \ I � // V 11 1 'CONCRETE DROP
\
Upstream Downstream Upstream Structure A / J
/ S •• � 19 WOOS INLET
From To Slope Pipe Length Invert Invert Pipe Rim Minimum Minimum USX SHELTERS
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• 2 PROPOSED CONCRETE
(Ft/Ft) (In) (Ft) (Ft) (Ft) (F#) (F#) (FT) ° s ° as. l i 2 C-509 RETAINING WALL
DI-2 FES-1 0.0250 15 10.00 224.75 224.50 CLASS IV RCP 228.00 3.25 1.81 DO 1 ' • / �- \
G W ° r2 PROPOSED STORMWATER MANAGEMENTS \
DI-6 DI-5 0.0075 15 105.00 230.00 229.21 HP STORM 232.50 2.50 1.06 \" /
DI-5 CB-4 0.0156 15 122.00 229.11 227.21 HP STORM 233.50 4.29 2.95s a ` s< / •• 22�' ^ C-502 INFILTRATION BASIN #1
/ • I BASIN BOTTOM = 226.50'
PROJECT LIMITSTYP
CB-4 FES-3 0.0118 15 35.00 226.91 226.50 CLASS IV RCP 229.90 3.69 1.55 / / ( )� ♦ _ c9
A PONDING EL. - �28;001 .,
CO-15 CO-14 0.0100 8 22.00 234.00 233.78 PVC 236.25 2.25 1.50 ° ti / • 00 S
° . `V / • STORMWATER MANAGEMENT 10'
CO-14 CO-13 0.0100 8 20.00 233.78 233.58 PVC 236.50 2.72 1.97 / P SO
\ WIDE (MIN.) MAINTENANCE ACCESS -
rL�b \ / E�
CO-13 CO-12 0.0100 8 58.00 233.58 233.00 PVC 236.50 2.92 2.17 a ° / \� 1 SOX
CO-12 DB-11 0.0100 8 13.00 233.00 232.87 PVC 235.40 2.40 1.65 / MAINTAIN POSITIVE DRAINAGE \ 229.0'
DB-11 CB-4 0.0720 12 59.00 231.50 227.25 HP STORM 235.80 2.93 3.13 �° 0`L /
TOINFILTRATIONBASIN =218 9 '
1 s
CO-17 CO-16 0.0100 6 32.00 234.00 233.68 PVC 236.50 2.50 1.92 S-1
3 CONCRETE CATCH _ - o
cla
CO-16 DB-11 0.0100 6 12.00 233.68 233.56 PVC 236.20 2.52 1.94 l - / / C-510 BASIN 232 SOX INV3
IN 03' c� N - FES INV=22
\ N ��
CO-29 CO-28 0.0100 8 22.00 234.00 233.78 PVC 238.25 4.25 3.50 1 CONCRETE DROP INLET
F CO-28 CO-27 0.0100 8 20.00 233.78 233.58 PVC 236.15 2.37 1.62 C-510 CONCRETE RAMP/STAIRS _ G
\ -
CO-27 DB-26 0.0100 8 71.00 233.58 232.87 PVC 235.95 2.37 1.62 SEE ARCHITECTURAL
DB-26 CO-25 0.0125 8 12.00 232.77 232.62 PVC 235.50 2.63 1.98 - PLANS X r'0 TIE TO EXISTING
CO-25 CO-24 0.0125 8 8.00 232.62 232.52 PVC 235.50 2.88 2.13 I / O/�' "' GRADE, TYP
G
CO-24 DB-21 0.0125 8 28.00 232.52 232.17 PVC 235.50 2.98 2.23 8 PITCHED �/ �N�N ��� /ss �/ N _ INV 226.85' Q EX
CB
DB-21 DI-5 0.0500 12 33.00 231.84 230.19 HP STORM 235.50 3.33 2.50 C-506- -GUTTER TYP , �.S �� DI �� �'^ X
CO-23 CO-22 0.0100 6 33.00 233.50 233.17 PVC 235.80 2.30 1.72� ti�
233.5 cam) 232.3 a : � _ 3
CO-22 DB-21 0.0100 6 16.00 233.17 233.01 PVC 235.50 2.33 1.75 / / /tee / �p,G� x SID 2D31.50 SD
° a ° n ° .� ' T =22 .
TIE TO EXISTING SO 234 232 6' 237 4
_ GRADE, TYP X 234.10'���234.10 � �- ° ° .1 "
NOTES: _ _ - F .
129 ". '� . � ��.�232.6' �0 °. ,' °231.9 �o ��HP �.� a .
,� 0 I \ 132.2' , ° 232.25'� . � ° � � �° � �230.65'
234.60 2 230.9'
1. SEE STORM DRAIN SCHEDULE THIS SHEET FOR PROPOSED STORM DRAIN PIPE p� / / S XQ SO r# <� 232.03'- 23 '�
E AND STRUCTURE INFORMATION AND INVERTS. / Zip'/ 234.08' CO DB 234.60 ,236 i X 233
TIE TO EXISTING 0X CO 24 235 21 C 236.10' ?32.3 . a1 a ' 235234 \ 231.5'
2. COORDINATE DOWNSPOUT LOCATIONS AND ASSOCIATED ROOF DRAIN / / CURB, TYP `��'' %%� �� D °o �° \
2 236 ° ° 6' a
LOCATIONS WITH ARCHITECTURAL PLANS. REFER TO ARCHITECTURAL PLANS _ 3 " ° 233.83'� 1
\ \ �' 234.55' ° 236.15' 232_45' 232.3 235.8 235.8' A.
3'
FOR DOWNSPOUT CONNECTION TO 6" ROOF DRAIN PIPE DETAIL. 1 CONCRETE DROP 236.15' 236.57'
/ C-510 INLET / 23 ° .
° ° 2 6.b . . 7': <' 236 05'v0
3. CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 3:1 UNLESS OTHERWISE NOTED. #o ,a 233.67' B-2 °Lj
HP 234.8'�:
D 232.57' ;572'
.5 :* ,'
..SOX � /I 2 6.25�. x �
4. GRASS DITCH (D#1-D#2) SHALL BE STABILIZED WITHIN 7 DAYS FROM LAST LAND DI D 2 DISTURBING ACTIVITY. 2 2.5 g 35 2 STORM DRAIN PIPE 36° x 236.3'
/ - 236.45' 236.45' °° D
SIZE x 6 PVC WYE, 35.5'
5. HP STORM SHALL BE DUAL WALL POLYPROPYLENE (PP) PIPE BY ADS OR r'�, 235.75;.: : ^ 236 15' CONNECT 6" PVC 236.65' 0
APPROVED EQUAL. ALL HP STORM PIPE JOINTS FITTINGS CONNECTORS ETC. c� C 236.65,236.35 2 6 5 2
SHALL BE WATER TIGHT (WT) PRODUCTS BY ADS OR APPROVED EQUAL. O� Zoo 235.25' - / ROOF DRAIN TO / LOADING DOCK SEE 173� �
\-, / PVC STORM DRAIN ARCHITECTURAL 1 (N
6. UNDERCUT LOOSE SOILS TO A DEPTH OF APPROXIMATELY 2-5' BELOW EXISTING ' X-oD �/ 4„ \ 235.34' 235.46' 236.15' / PIPE, SEE NOTE 1 AND STRUCTURAL \ SJ2
GRADE IN THE BUILDING PAD AREA AND EXTEND LATERALLY 5 FEET OUTSIDE _ X-p0 / 023 � 4 / I AND 2 (TYP) PLANS pB s 4:1
THE BUILDING FOOTPRINT IN VICINITY OF BORING B-4 AND B-8. UNDERCUT / 6 P -- c� /
D SOILS CAN BE REUSED AS STRUCTURAL FILL PROVIDED COMPACTION AND 0 11 236.65
MATERIAL COMPOSITION SPECIFICATIONS ARE MET. REFER TO GEOTECHNICAL /� G 911 / I 2 24" DRAIN BASIN WITH 236 65 236.55'
6 G 35
C-510
REPORT DATED 10 SEPTEMBER 2019 PREPARED BY BUILDING AND EARTH / SOLID COVER BY
1
SCIENCES INC � r' , / 235.E 235.72 STORM DRAIN \ /
9 10
BACKFILL SOIL MATERIAL
AGAINST EXTERIOR OF RETAINING o I
WALL, TYP, SEE NOTE 10
END 12"X12" 0)�/ /� (0 _
` SHEAR KEY N/cy cV / \
BIRCH CD 5 RETAINING WALL
C-509 ,PENETRATION
M
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226.0' I
I , N � J N / 1 RIP RAP OUTLET
T, C-501 1PROTECTION, TYP
ll o
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DI 226.5 ��\ I BEGIN 12"X12"t�?30,
X
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2 228.0' SHEAR KEY, I01;1 J s^
•32' 0 30" F� ? FLARED END
I I C-509 SECTION (TYP)
INV=2
Q E I • ..:, ", '/ 5 RETAINING WALL
S O I- C-509 PENETRATION �c
4 TRASH GUARD aO- -
C-509' --PRETREATMENT
DEVICE /
STORM DRAIN /
C-509 PIPE (TYP)
C) /
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CONCRETE PADS / \
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1 STORM DRAIN 35 0
o c��, 36 236.1 NYLOPLAST OR 0 2 I
7. UNDERCUT A FAT CLAY LAYER OF SOILS TO A DEPTH OF APPROXIMATELY 7' 1"G cY - C-509 PIPE �u? \ ° l C-509 PIPE
P � M APPROVED EQUAL, SEE � \ I � � �
BELOW EXISTING GRADE IN THE BUILDING PAD AREA AND EXTEND LATERALLY 5 GRASS DITCH D#2 S 7,i N \ NOTE 8 236.65 Qo � N
FEET OUTSIDE THE BUILDING FOOTPRINT IN VICINITY OF BORING B-5. REFER TO (SEE NOTE 4) / ?,, \ \ / � CO INV=2 8.98'
GEOTECHNICAL REPORT DATED 10 SEPTEMBER 2019 PREPARED BY BUILDING / G rn I B-5 SEE NOTE 7 8� / N o - o
AND EARTH SCIENCES, INC. _ 23 - *91 B-4 \ o I TOP 235.81 I q�
(1 \ INV-228.98 RC
� STORM DRAIN PIPE SIZE x �, 23 � \ C o o � I
8. DB-11 SHALL HAVE A TRAFFIC RATED H-20 SOLID COVER. 6" PVC WYE, CONNECT 6" + 6" ROOF DRAIN PIPE, '2S�o, PROPOSED
2,' PVC ROOF DRAIN TO PVC / 2O
40 235.93' 236.06' 236.15' SEE NOTE 2 (TYP) COMBAT MEDIC
J1 -: a
9. CB-4 SHALL HAVE A V DEPTH SUMP BELOW PIPE INVERT OUT. 5" STORM DRAIN PIPE, SEE / / 3 24�� - C I \ _ TRAINING
FACILITY \ \ \ C `�, i� 0 8 �oD S,
10. CLAYEY AND SILTY SAND SC, SM SOILS SHALL BE USED AS EARTHEN FILL TO NOTE 1 AND 2 (TYP) \ 1 JV
( ) o w 42 / I FFE 236.65 \ I �L3
C BACKFILL ALONG THE EXTERIOR OF THE RETAINING WALL (NOT THE INSIDE OF I / o - 236.20 `.X236.65' \ \ o o
/ o
THE INFILTRATION BASIN #1) PER THE GEOTECHNICAL REPORT DATED 10 / „ 4 ' 236.12' \ �/ \ 236.65' s 4. \ 1 O
SEPTEMBER 2019 PREPARED BY BUILDING AND EARTH SCIENCES, INC. i 15 P �0 244� _ 236.25. \ \ 6 FOOTING DRAIN PIPE \ 236.55 _J..1 o
�' @INV. = 234.82, SEE / \. w :R ND = INV=23�f. -12" CID C
\ _ / o r� �� 38 \ \ \ g 7 ARCHITECTURAL PLANS, \ 236.65' C �`' SEE NOTE 6 I ,I 'N WN
k\ . • ,R©0 ,7 \ CONNECT TO ROOF DRAIN co y / o
�► PROPOSED SURFACE
INFILTRATION BASIN #1 `r.:� yy?' 2 RIPRAP RECONFIGURE PHASE 2
ELEVATION AREA STORAGE CUMULATIVE = . S�A1. `" WATER DIRECTION OF u'
\ FLOW SYMBOL, TYP 242 236.15' o C-514 RIPRAP SEE SHEET CG103 RIPRAP
(FT) (SF) (CU FT) (CU FT) = 32177 -` I / -Z42. - - ------------- - - - ----------_--_ O '
• ( ) � �Q xHP 146- - - -- --- -- -- - ---- M / FROM PHASE 2 CAN BE REUSED C
226.50 1,800.00 0. as 0.00 %yS�.'�:GINE� ��,Q�� \ \ \ ��Q - / 242.5 242i�� M
`v PROVIDED NEW FILTER CLOTH IS
227.00 1,840.00 910.00 910.00 %iON S. sE���` /4�� \ QS� 4i - - - �~�� \x ` Cl) INSTALLED AND RIPRAP MEETS
228.00 1,915.00 1,877.50 2,787.50 0itllrr�� 3 STORM DRAIN 240 \ 235.25
p� �oiq 2" 236 I PROJECT REQUIREMENTS AND ANY
229.00 1,965.00 1,940.00 4,727.50 I� \ C-509 CLEAN OUT (TYP.) 24g 8' _ _ / �- 23 237 \ o N SEDIMENT AND DEBRIS IS REMOVED
� 8 + 1 /
STORMWATER VOLU ME SU MMARY TAB LE N OTES \ \ \ `247 \ 240 239 N \ \ I I i Q /
B INFILTRATION BASIN #1 SIZING IS IN COMPLIANCE WITH 95TH PERCENTILE RAINFALL DEPTH DESIGN STORM EVENT (1.8 INCHES) \ \ / 1 / �248 i - ar 242 241 o I N I O
PER UFC 3-210-10 SECTION 2-1.2 AND SUBSEQUENTLY EISA SECTION 438 - 4" `00/ �249 244 243 I \ \ \ I I / N m
24 I o / ^ '
"ADJUSTMENT TO THE TOTAL VOLUME PROVIDED TO ACCOUNT FOR THE VOLUME OF WATER WHICH EXFILTRATES OUT THE \ \ / / 1� P� / / 2500� 2 247 6 2_ GRASS DITCH D#1 \ M / \
BOTTOM OF THE INFILTRATION BASIN DURING THE PERIOD OF TIME REQUIRED TO FILL THE INFILTRATION BASIN IS AS FOLLOWS: J 1 P2 249 , 48_ I18 0 cy PP o
- 1 25� + (SEE NOTE 4) I \ \ o / �C
VOLUME = INFILTRATION RATE (FT/HR)' FILLING TIME (HRS.) * SURFACE AREA OF INFILTRATION BASIN 6
„ LOD
USE FILLING TIME = 2 HOURS �S \ / 8 P 5 P j�OD 3 D WI 250'� �l` 0
TO BE CONSERVATIVE ADJUSTED LOWER OBSERVED INFILTRATION RATE OF 16.43 IN/HR FROM THE GEOTECHNICAL REPORT „SOUR \ \ 2„P 1 P / I /
SHWT =SEASONAL HIGH WATER TABLE _rS' 15" 1 "P�7/\"I X�240
\ \ _ LIMITS OF 4�11 d ti 2 ti ti / / \
IMPERVIOUS AREA TREATING: 27,990 sf c5` v 'A A A . ►V ' o /
-\ \ DISTRUBANCE/PROJECT S.
NEWLY - 1�� Q c,, �, Q A n,
NEWLY CREATED IMPERVIOUS AREA: 27,500 Sf \\ LIMITS (TYP) �+ o - - o c`' W �'
1.0" WATER QUALITY VOLUME REQUIRED: 2,273 cf i \�. / „ \ ( (0 O0 u1\ S x
1.0" WATER QUALITY VOLUME PROVIDED: 5,188 cf -� / 8 -� \ 1 „TR21P1(1 \ 1
A STORMWATER VOLUME SUMMARY CALCULATIONS
INFILTRATION
SURFACE
DEPTH OF
VOLUME
'``INFILTRATION
VOLUME
TOTAL
**APPROX.
BOTTOM OF
TOP OF
TOP OF
IMPERVIOUS
PROVIDED BY
SHWT
OVERFLOW
EMBANKMENT
AREA
BASIN #
AREA
PONDING
PONDING
RATE
VOLUME
BASIN
INFILTRATION
ELEVATION
INLET
PONDING
TREATING
(SF)
(FT)
(CF)
(IN/HR)
(CF)
(CF)
(FT)
(FT)
(FT)
(FT)
(SF)
1
1 1,800
1 1.50
1 2,788
1 8.00
1 2,400
1 5,188
1 222.25
1 226.50
1 228.00
1 229.00
1 27,990
1 GRADING PLAN
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2" WEEP HOLES
x
#4 BAR
_ _ N =
L=
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Y' DOWEL
PLAN
WITH GRATE & FRAME REMOVED
GENERAL NOTES:
1. USE CLASS "B" CONCRETE THROUGHOUT.
2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON
CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
-MONOLITHIC POUR 2" KEYWAY OR #4 3. OPTIONAL CONSTRUCTION
BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
4. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX,
ADD TO SLAB AS SHOWN ON STD. NO. 840.00.
6. CONSTRUCT WITH PIPE CROWNS MATCHING.
7. SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND
GRATES NOT SHOWN.
8. INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.
9. INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO 78M
STONE IN A POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE
OR AS DIRECTED BY THE ENGINEER.
10. CHAMFER ALL EXPOSED CORNERS 1 ".
11. DRAWING NOT TO SCALE.
BACK OF CURB -
r► X
mm
PLAN
`-► X
SECTION Y-Y
RISER HT.
VARIES
6„
° o
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
6" p A
7.
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
Y
SECTION X-X
FRAME
SEE
nnir+i� COPING (INCIDENTAL)
TOP ELEVATION
STD. 840.16 FRAME
AND GRATE
(SEE NOTE)
SECTION X-X
7 I 8 I 9 I 10
TRAFFIC LOADS: 4,000 PSI CONCRETE SLAB
(REQUIRED FOR DB-11 ONLY, OTHER DRAIN
(1, 2) INTEGRATED DUCTILE IRON BASINS SHALL HAVE SOIL MATERIAL
FRAME & GRATE TO MATCH BASIN O.D. AROUND GRATE/SOLID COVER)
18" MIN WIDTH
o
611 B 6 0 0
c a
(3) DEPTH 8" MIN THICKNESS
= (SEE STORM DRAIN TABLE)
I
MINIMUM PIPE BURIAL
DEPTH PER PIPE
0 MANUFACTURER
(5) ADAPTER
RECOMMENDATION ANGLES
(MIN. MANUFACTURING VARIABLE 00 -
REQ. SAME AS MIN. SUMP) % 3600
MAX. PIPE THIS SIDE - 18" ,",,,-,ACCORDING TOE
0
PLANS
SECTION Y-Y j
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TOTAL CONC.
FOR MIN. HT, H
C.M.
C.M.
1211
3 -0't
2 -0't
2 -0't
0.222
0.222
0.592
0.015
0.026
15"
3'-0"
2'-0"
2'-3"
0.222
0.222
0.648
0.023
0.036
18"
3'-0"
2'-0"
2'-6"
0.222
0.222
0.703
0.033
0.049
24"
3'-0"
2'-0"
3'-0"
0.222
0.222
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.2227
0.222
0.925
0.092
0.127
CONCRETE DROP INLET 12" TO 30" PIPE
NOT TO SCALE
o ch�
6"
Tp ° E- 4
I o•
6' ° C
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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TOP ELEVATION
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(3) SUMP DEPTH
(4) VARIOUS TYPES OF INLET &
(6" MIN. BASED ON
OUTLET ADAPTERS AVAILABLE: 4" -
MANUFACTURING REQ.)
18" FOR CORRUGATED HDPE (ADS
4" MIN
N-12/HANCOR DUAL WALL
THE BACKFILL MATERIAL SHALL BE
ADS/HANCOR SINGLE WALL), N-12
HP, PVC SEWER (EX: SDR 35), PVC
CRUSHED STONE OR OTHER
DWV (EX: SCH 40), PVC C900/C905,
GRANULAR MATERIAL MEETING THE
CORRUGATED & RIBBED PVC
REQUIREMENTS OF CLASS I, CLASS II,
OR CLASS III MATERIAL AS DEFINED IN
WATERTIGHT JOINT
ASTM D2321. BEDDING & BACKFILL FOR
(CORRUGATED HDPE SHOWN)
SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN
ACCORDANCE WITH ASTM D2321.
NOTES-
1.
PROVIDE STANDARD ROUND GRATE AND SOLID COVER WHERE SHOWN ON GRADING
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PLAN. STANDARD ROUND GRATE AND SOLID COVER SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05. GRATE AND SOLID COVER SIZE TO BE THE SAME AS THE
DRAIN BASIN DIAMETER. ONLY DB-11 IS REQUIRED TO BE TRAFFIC RATED H-20.
2.
FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
3.
DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
4.
DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), HP STORM, & PVC SEWER.
5.
ADAPTERS CAN BE MOUNTED ON ANY ANGLE 00 TO 3600. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
2
NYLOPLAST 24" DRAIN BASIN DETAIL
C-510
NOT TO SCALE
I-_ 6'- 0 "
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP 6„
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
3' 0"I 13, O , DEPRESSED GUTTER LINE
EXPANSION JOINT IMI 0, Ivl
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT 6
8 TOP
USE ON GRADES OVER 2% ELEV.
DEPRESSED GUTTER LINE
10" 6'-0"
EXPANSION JOINT 1 O I I MAX. Ij
111
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS- U
N0. LENGTH
BARS-V
N0. LENGTH
BARS-W
N0. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT.CONC.
FOA MINIMUM
A0.772
D
A
B
C
G
H
E
F
12"
3'-0"
2'-2"
2'-9"
0.235
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
3' 2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
1 2'-11"
35
1 0.145
0.352
2.052
0.235
10.317
54"
3' -0"
2'-2"
5'-7"
6'-3"
2'-7"
3'- 2
1 4
2'-10"
5
2'-11"
3
12'-11"1
41
10.180
0.386
2.387
0.297
10.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
NOTES:
1. INSTALL (2) 2" WEEP HOLES AT BOTTOM OF CATCH BASIN (CB-4) AND INSTALL STONE DRAINS OF A MIN. 1 CUBIC
FOOT OF NO. 78M STONE IN A POROUS FABRIC BAG OR WRAP AT EACH WEEP HOLE.
2. DURING CONSTRUCTION, PROTECT FUNCTION OF WEEP HOLES AND STONE FROM SEDIMENT BY TEMPORARILY
INSTALLING PLASTIC LINER PRODUCT INSIDE CATCH BASIN (CB-4).
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SHEET ID
C-510
NOT FOR FOR CONSTRUCTION
100% FINAL DESIGN SUBMITTAL
FOR OFFICIAL USE ONLY
FAST -TRACK 1