SW6191101_Plan (Set)_20200113

1
2 I 3 I 4 I FOR OFFICIAL USE ONLY
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US Army Corps
of Engineers
WILMINGTON DISTRICT
FORT BRAGG, NORTH CAROLINA
SOF COMBAT MEDIC TRAINING FACILITY
BLDG ID: 85958
SOLICITATION NO
CONTRACT NO.:
ISSUE DATE:
.: W912PM17ROO210006
W912PM 19C0020
NOVEMBER 15,2019
p ICONTRACTOR PROJECT NO: W533FB
ARCHITECT PROJECT NO: 219420744
A
CONTRACTOR OF
RECORD:
ARCHITECT OF RECORD
LANDSCAPE ARCHITECT
OF RECORD:
CIVIL ENGINEER OF STRUCTURAL ENGINEER
RECORD: OF RECORD:
`1 Stantec Stantec Stantec
Windamir
Windamir
2005 Meredith Park Drive
A McDonough, GA 30253
Office: [phone]
Fax: [phone]
Stantec Architecture Inc
4798 New Broad Street
Suite 100
Orlando, Florida 32814
Office: [phone]
Fax: [phone]
MECHANICAL/
ELECTRICAL/ PLUMBING
ENGINEERS OF RECORD:
Stantec Consulting Services Inc. Stantec Consulting Services Inc. JP Harvey Engineering
801 Jones Franklin Rd. 801 Jones Franklin Rd. Solutions
Suite 300 Suite 300 29 N. Kings Way
Raleigh, North Carolina Raleigh, North Carolina Hampton, VA 23669-3503
27606-3394 27606-3394
Office: [phone] Office: [phone] Office: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
FIRE PROTECTION/
LIFE SAFETY DESIGNER
OF RECORD:
GEOTECHNICAL
ENGINEER:
yy1Es M. nnUorrr A E
Gcasecls.+iral, Env�ronroental, st,d Marorials Engincors
F+RP ��CTIpN £NSiIHE ER AN17C�56r�
FWCFfRE PLACEMAknT LV
James M. Maddry, P.E.
3680 Foxfire Place
Martinez, GA 30907
Building & Earth Sciences
610 Spring Branch Road
Dunn, NC28334
Office: [phone] Office: [phone]
Fax: [phone]
FOR OFFICIAL USE ONLY
FAST -TRACK I FINAL (100%)
SITEWORK AND UTILITIES
SUBMITTAL
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9 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"
A� 01-10-2020
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
* INDICATES SURVEY CONTROL POINTS
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FROM JOYNER KEENY, PLLC SURVEY. �.��A CAlio. A
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VF102
FOR OFFICIAL USE ONLY
FAST -TRACK I
DESIGN COMPLETE IFC SUBMITTAL

1 2 3 4 5 FOR OFFICI L USE ONLY 6 7 8 9 10
e°.� d A° e / - -• / / \ \ J Ij NOTES:
•/ 119 WOOD / �, \ \ o USGS INTERMITTENT
(TYP) 1. EXISTING TREES SHOWN ARE PER THE SURVEY BY
a 2 .92 / s • _ I STREAM TOP OF BANK TYP
'° '.22° < °5xX I SHEtTERS �� 30' VEGETATED ,�O 22
'P* '�'- - �'�� PROTECT EXISTING STORM STANTEC IN AUGUST 2019. FT. BRAGG HARVESTED
44 A:/ -� \ SETBACK TYP /
s ° / •• / 22 GI ( ) DRAIN SYSTEM TYP - TREES WITHIN PROJECT LIMITS IN SEPTEMBER 2019;
I G� °s I / J / REMOVE AND REPLACE ,gyp `r / Suury "� N" (- ) - - / HOWEVER, SOME TREES WITHIN THE PROJECT LIMITS AS
r... COA. 1 / • APPROXIMATELY 260 SF OF \ / N�� NOTED TO BE REMOVED MAY STILL NEED TO BE
G ° `ter' .e e ' ° '. ° / ASPHALT AND 22 LF OF 4 `J6' IRCH /o/
s. • / .� 10 _ N REMOVED AND THE CONTRACTOR SHALL BE
K • -� I RESPONSIBLE TO REMOVE SAID TREES.
GG A�� 22 CURB AND GUTTER N �'� \ N I I -
° 223.76 .� 13" �' + "MAID I I I % / 2. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR
•
\ <..� d \ / REMOVE APPROXIMATELY c9 ! OX I I _ / '
22�.78 r, gI I 1 SHALL INSTALL THE TEMPORARY 8 TALL WOOD PRIVACY
/ 275 SF OF CONCRETE c� \ I I I I 729, FENCE AS SHOWN ON THE EROSION AND SEDIMENT
IV
PRIOR /QO ` J I I) i / J.
,.,. ,..�. - CONTROL PLAN - PHASE 1. LAND DISTURBANCE SHALL
PROJECT / SOX 60'�M �\ �W \ ��, PRIOR TO TREE REMOVAL WITHIN THIS 26.40'i2�� ONLY CONSIST OF DIGGING POST HOLES FOR THE
226.91 d/ 0.. e i REMOVE ASPHALT C3� 1 / \ c TEMPORARY PRIVACY FENCE ONLY AFTER APPROVED BY
d °e.1�. LIMITS (TYP) SO \\IN�21�8 \p AREA ONLY (CONTRACTOR CONSTRUCTION , / JSOMTC. DISTURBED AREAS SHALL BE STABILIZED AT
PAVEMENT �, \ �\ �\ TRAILER AREA) CONTRACTOR TO RECORD 229.41
e° ��h / / / • "vE x ' 230.8 x THE END OF EACH WORK DAY. IF EXISTING TREES NEED
�� 230 O INV 18.9 ' \ 11�4C TREE TYPE AND MEASURE DIAMETER (DBH)=226.40 TO BE REMOVED TO FACILITATE TEMPORARY PRIVACY
I.. 6 \ / WOODED �- \ WITHIN LIMITS OF DISTURBANCE, SEE RCP 2 _ FENCE INSTALLATION, EXISTING TREES MAY BE FELLED,
'1 225.64 / AF�EA REMOVE AND REPLACE v� TOP 23 8' �" \ I '� LANDSCAPE PLAN FOR TREE MITIGATION 30 AND ROOTS AND STUMPS SHALL BE GRUBBED ONLY IF
d
°e APPROXIMATELY 230 SF OF 1 232- � �' � SOX ,\ M c'�o INV=2 .32' I CALCULATION REQUIREMENTS o I ABSOLUTELY NECESSARY. THE CONTRACTOR MAY
C(JjX' SLIGHTLY ADJUST THE TEMPORARY PRIVACY FENCE
229.84 � / � ASPHALT AND 100 LF OF _ �\ IN X 22.03 \ I I ( � -, .� � � � ,
I II I � 229-
\ 232.8 TOP=29f 62 \ 1 INV=22U. � l 51 II� � k
F \ CURB AND GUTTER -� 231.14 3 Q ALIGNMENT IN ORDER TO FACILITATE INSTALLATION
/ �Q :< :.:: _ �G REMOVE EXISTING SECURITY FENCE - WHILE PRESERVING EXISTING TREES AND LIMITING
°��6. 1 \ SOS IV)
0.8 AMOUNT OF DISTURBANCE. THE CONTRACTOR SHALL
REMOVE APPROXIMATELY 0- - I 2213' '�\ \o I.....: AND GATE ONLY AFTER PHASE 2 OF
o 1 80LF OF CURB AND GUTTER / O °" T EROSION AND SEDIMENT CONTROL INSTALL THE TEMPORARY PRIVACY FENCE WITH THE
\� - / o /3 S X `,�'� ti , UNK sX o 1- / LEAST AMOUNT OF DISTURBANCE AS POSSIBLE, AND ALL
` 1
/ 36S G \ 2 CONSTRUCTION IS COMPLETE AND WORK AREAS SHALL BE STABILIZED AT THE END OF EACH
INV-226. C&G /
� � ) _ .- ENTIRE NEW SECURITY FENCE AND WORK DAY.
pD' .�FLP` QFZ INV=228.23 co �. P x 2998 POST TO '� x AND TILT GATE ARE INSTALLED /
x PROTECT EXERCISE EQUIPMENT / Q�G GG� REMAIN a `� `� REFER TO EROSION AND SEDIMENT �3. TEMPORARY 8 TALL WOOD PRIVACY FENCE DETAIL BY
TO THE GREATEST EXTENT M� �"� P p\.� N4 232.7 1 G v 2 CONTROL PLAN - PHASE 2, SEE CONTRACTOR. COORDINATE PRIVACY FENCE WITH
JSOMTC SECURITY.
- NOTES 5, 7-9
POSSIBLE FP'G\� PSPN REMOVE SANITARY SEWER INV=222.06' T P=229.67' 24"C&G 0
I 4. GATE HARDWARE LOCKING REQUIREMENTS:
'�0.8 - V' � 3340 � � � in `b
BY ASUS �? Z I "� _ 5 REMOVE CURB AND /� EXISTING DOUBLE SWING GATE: CONTRACTOR WILL
229 ' / SOX 233.S3 / \ �- 230 GUTTER INSTALL ITS OWN LOCK ON GATE. CONTRACTOR WILL
\ c� s . i PROVIDE THE GOVERNMENT WITH A DUPLICATE KEY AND
S S XQ 3qQ' 4 IIAD REMOVE RIPRAP THE CONTRACTOR WILL HAVE ITS OWN KEY.
11 "P
E 2 E 0�0 O „ \ o I 0 5. THE EXISTING DOUBLE SWING GATE WILL REMAIN FULLY
\ / 2 S - „ 24 P 4 WITHIN RIPRAP AREA, / J� OPERATIONAL UNTIL THE END OF CONSTRUCTION AND
6" 11 "P8 5"O \ P 16 P REMOVE BRUSH
7 P CH ti, AND VEGETATION CLEARING WILL ONLY BE REMOVED AFTER THE PROPOSED TILT
5 O ( GATE IS INSTALLED AND FULLY OPERATIONAL.
X 324j 13"P �7 G ONLY NO GRUBBING
10"P 9 P 6„p � � 4 P � p � o )
g O 6„O 8„ I 6. ASIDE FROM TEMPORARY PRIVACY FENCE INSTALLATION,
10 C7 RELOCATE GUY WIRE "� J NO LAND DISTURBANCE IS TO TAKE PLACE UNTIL
SOX 6„ �19"P 11"P 10"0I „I I SEDIMENT AND EROSION CONTROL MEASURES ARE IN
�32 / 7 T 7��p \� P BY SUS / `�' ti� PLACE INSPECTED AND APPROVED BY FT. BRAGG
OX 231.77 6 O �� P P P � ' P � d'
S 30 / 12 �6„p \ 5„p 11 P 1 O ►N WATER MANAGEMENT BRANCH AND NCDEQ. REFER TO
231,84 CONSTRUCTION SEQUENCE ON SHEET C0003 FOR
v�# P 7 I I o
O N 0 6'
O / 10 P o 14"P co/ 0 / ENTIRE CONSTRUCTION SEQUENCE.
�� � _ / PROTECT ELECTRIC � J
< � ��p/ 3 O \ 13" � 6 � POLE
�o� 4 0 / 6"TRIO „ / 7. ALL EXISTING SECURITY FENCE, TEMPORARY PRIVACY
I--,' O „ ^ „p 5 O „C P / FENCE AND PERMANENT SECURITY FENCE INSTALLATION,
„ \� � 4P / H \ \ I II
4 34 7 p- \ o REMOVAL, AND OR DEMOLITION SHALL BE SCHEDULED
6"P 2 / I \ 2SS, 1211 \ „p "� ° o 0 o EXISTING RIPRAP TO ; AND COORDINATED WITH JSOMTC SECURITY PRIOR TO
D EX O 6"P 0 0"P O \ $� °p I REMAIN BEGINNING ANY WORK.
)_3 G�
6"G 9 P 36 6 P / „ 1 / „P \ *,01 S C 11 J o0o��8. CONTRACTOR SHALL NOT REMOVE ANY EXISTING
„0/ \I\ I
/ / \ 8"0 5"CH 35 o / SECURITY FENCE AND GATE UNTIL APPROVED BY
r- �� �� �2"s" 2 I J
o 236�„P / / O / 9110 \ 12� \ I \ 11 1I I JSOMTC SECURITY AND ONLY AFTER THE REPLACEMENT
1 P - /� a o oSECURITY 11 G 13/ l / / \ `� 1 \ INSTALLED, FTES EDNAND FULLY OPERATIONAL.ETELY
CH Mh ,G '23� , / / �2 �;CH \ \ \ INV=2 8.98' I-
cti , / / I \ \ „ o _ o INU'-23 9. THE CONTRACTOR SHALL PROTECT AND PREVENT
9 G 23g 6 G \ `93 P \p I o I TOP 235.81 I q� DAMAGE T THE EXISTING SECURITY FENCE T REMAIN
+ � , , 11",� �-.. 8 O 39,E � \ \ I ° � ,_` „ � (TOF G O S G S CU C O
o g� \ INV-228.98 RC�y IN PLACE EXCEPT WHERE NOTED ON THE PLANS TO BE
\ -8"TWIN-b ++ / ��� �23 ��G 24�, 2„O \ \ I - ~ - '/ 1 �c REMOVED AND / OR REPLACED. THE CONTRACTOR
I N 11_�
/ C� I I \ SHALL ENSURE THAT THE AREA IS SECURED AT ALL
r � 240 „ `1 �"p I INV-23 .32 / / WOODED p 9 P „C O OX \ TIMES.
115" M P / _ - - AR
AA lip \ 8 r' I �oD S %
�� „ 41-I
� 1 7" / / o P 2 _ _ - \ �- \ „� \ \ 1 \0 I 10.ONLY WITHIN THE PROJECT LIMITS, EXISTING SECURITY
I I I o / 242, 11"P _ 15 � "O \ �3 O I a 23 O / o o FENCE SHALL BE CLEANED OF KUDZU, AND FALLEN
C OT E END I / / / 243� - -' „ \ \ 16 \ � I N 1 0 TREES ON THE FENCE SHALL BE REMOVED AND
\ / 4' - - - 6TR \ P \ \ 1 „p k CLEARED.
UN / / / 24 "0 \ \ w / 04HER ND = INV=23�f. -12" CP o Q
o ✓ „ O \ 6 0 6 O "P I �`' I , C'� co 11.CONTRACTOR SHALL REMOVE THE TEMPORARY 8' TALL
\ / / 8 P \ 14' T1 \ 0- NI N WN
\ \ P\ I c� \ f- ` II /m �„ / / WOOD PRIVACY FENCE AT END OF CONSTRUCTION ONLY
13"P, - „O \ I REMOVE EXISTING SECURITY FENCE , AFTER APPROVED BY JSOMTC SECURITY AND THE
\ � 5 8 O � O CONTRACTING OFFICER.
\ \ \ \\ I _ / 15"P � \ 8"P \ \ 0 DURING PHASE 1 OF EROSION AND
I \ o SEDIMENT CONTROL CONSTRUCTION C)
\ \ 5"CH g'_ / „ 5"MAGI - - \ I �o ni o n ! 12. CONTRACTOR TO REMOVE STUMPS AND ROOTMAT.
\ \ P �24 8 P\ 7„P \ a M AND ONLY AFTER NEW SECTION OF CONTRACTOR TO REPLACE PINE TREES PER FT. BRAGG
13 P \ �
\ *�wc O D E N
�'Q �� � P � 4 P \ \ � �\�PARALLEL SECURITY FENCE IS � iREPLACEMENT SCHEDULE, COORDINATE ONSITE AND OR
\ \ O 4 47 - _ '^- - - REA \ I \ c+�j / OFFSITE LOCATION WITH CONTRACTING OFFICER. REFER
5 P /,p ,� \ \ - cy INSTALLED, REFER TO EROSION AND O /�p5 i TO LANDSCAPE PLAN.
\ `v �2`�p _ 11 P 9 L Y _� I \ \ 2 \ o I SEDIMENT CONTROL PLAN - PHASE
\ \ 6 �� 1
4$ _ 6 CH \ 1\ 1` N SEE NOTES 7-9 I `v / �j 13.ALL PAVEMENT AND CURB AND GUTTER TO BE REMOVED
"P F� \ I 6110 \ I \ I 1 238.54 SHALL BE SAWCUT TO LEAVE A CLEAN, NEAT EDGE.
\ \ / 1 \" 1 CH I n, I n 1� CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST
3� � 4 15 P � � I03 B 1 / -_
\ � \ � ,. �o / � \ � \ �4S, 'O I "C � I USGS INTERMITTENT I � � � JOINT.
\ \ 4 /0 1 „ p \ I I 1 I I o° STREAM TOP OF BANK (TYP)
250 "P 1\ \ 7110 "TWI CH �\ a I cry w / i I I I I 14.THERE ARE NO WETLANDS, SURFACE WATERS,
\ 1 "P TP J" \ \ 14" I h „O \I cv PP 1 o I REGULATORY FLOOD ZONES, OR PROTECTED RIPARIAN
I
\ + 1 o I
\ � I / /1 BUFFERS WITHIN THE PROJECT LIMITS.
�6„ 1 „PF I T�� IN
8 P / S��P „ D + I I \ / �v LEGEND
OD LOD
\ \ /� 50'� � 7 + 3��0 � + o / o � �
\ \\ \ "SOUR \ \ � 2 2"P „ 1 P O �� � � fop
\ \ " P / / I rT1 OR �( PHASE 1 REMOVAL
15 1 P� �, �24o
\ \ \ \ \ p o� ti ti / / I 30 VEGETATED
\ c5` _ v 7 A I REMOVE SANITARY
o 0 - 1 p n, �, r' 1 SETBACK (TYP) PHASE 2 REMOVAL
CA��i , REMOVE TREES, _ /
R �i, \ \+ SEWER BY ASUS
X
8�� - `.d'c'�►'Eggs �;��'�,� \ \ „�� SEE NOTES 1 /` LIMITS OF 1 S AFTER PHASE 2 COMPLETE
of O . r -� 1 TRIPL*0 DISTURBANCE/PROJECT T4-
_321 \\ \aamAND 12 (TYP) \ \ REMOVAL
A \ . \ \ _ SEat r, �� \ LIMITS (TYP) � O77,P
oN*G INS�S*�.�N DEMOLITION PLAN
SCALE: 1 "=20'
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SHEET ID
CD101
FOR OFFICIAL USE ONLY
FAST -TRACK I
DESIGN COMPLETE IFC SUBMITTAL

1 2 3 4 5 FOR OFFICI L USE ONLY 6 7 8 9 10
• '.1 .a°. a °. , , NOTES:
a ° .� °°.°° \ TILT -A -WAY DCM VERTICAL PIVOT GATE VPG RIGHT HAND O o / USGS INTERMITTENT •
° s INSTALLATION WITH CARD READER BY IDEAL MANUFACTURING, INC OR ^ 00 > „� STREAM TOP OF BANK (TYP) >
ssx ,mil 22 1. ALL DIMENSIONS ARE MEASURED TO FACE OF WALL, FACE
��. ° sX • APPROVED EQUAL AS APPROVED BY JSOMTC SECURITY. SEE NOTE 8. 30' VEGETATED �0 / II 7�11 I OF BUILDING, FACE OF CURB OR EDGE OF PAVEMENT UNLESS
SETBACK (TYP) INFILTRATION BASIN #1
STORMWATER MANAGEMENT 10' OTHERWISE NOTED.
s. I „OUR
) ° WIDE(MIN.) MAINTENANCE ACCESS X + + �I 2. ALL RADII ARE MEASURED TO FACE OF CURB OR EDGE OF
G co / IRCH PAVEMENT OR CONC EDGE UNLESS OTHERWISE NOTED.
`�; s .. s' ••BOLLARD
4 Vri1ALLEY GUTTER I ,
° C-506 • C-506 TYP. OF 6 / + ��Mp 6 CONCRETE 3. ALL SIDEWALKS ARE 5' WIDE UNLESS OTHERWISE NOTED.
a
C-509 RETAINING WALL SIDEWALKS ALONG CURB AND GUTTER ARE MEASURED FROM
x ° 1 o` '� of BACK OF CURB.
CO ,.. HANDICAP CURB gOX q�
`o CUT 4. CONCRETE RAMPS HAVE 5'X5' LANDING AREA DEPICTED BY
C'° s ° \ •• / sDx Y DASHED LINES AT BEGINNING AND END OF RAMPS.
cTE . 60
2
s CONCRETE PAVEMENT /10 c� o J
C-506 • v N
° d WOODED 3 FEATHER CURB vE
PROPOSED OPEN CUT TRENCH FOR COMMUNICATION AREA
DUCTBANK INSTALLATION, REPLACE ASPHALT PAVEMENT C-506 DETAIL EDGE OF
rr PER ASPHALT PAVEMENT SECTION DETAIL �J/ ASPHALT X
F 4- •
8 24" PITCHED CURB
�k C-506 AND GUTTER E SD ssx
co
) s _ 8 24" CURB
s � 'C&G
r3_�� C-506 AND GUTTER FEATHER CURB 00� ��P\N ��\ �'
C-506 DETAIL \0 v� XGP� G�SS (TYP)
—��
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0> U S X 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
X `oaf o 0 o C PRIOR TO BEGINNING ANY WORK.
ox 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
a / REMOVED AND / OR REPLACED. THE CONTRACTOR SHALL
ENSURE THAT THE AREA IS SECURED AT ALL TIMES.
G
7. PROPOSED SECURITY FENCE SHALL BE CONSTRUCTED TO
10 CONCRETE PAD FOR JSOMTC PERMANENT SECURITY FENCE STANDARDS.
COORDINATE FINAL ROUTING AND CONFIGURATION OF
0 co C-506 TILT GATE AND CARD
IREADER TEMPORARY PRIVACY FENCE, PERMANENT SECURITY FENCE
I AND PERMANENT PERSONNEL GATE, AND TILT GATE WITH
JSOMTC SECURITY.
4 VALLEY GUTTER ° ° N
29' °s ,� s 1 W 1 HANDICAP CURB CUT 8. CONTRACTOR TO COORDINATE EXACT CONFIGURATION,
�_ s I . I' a ° s ° ° _' C-507 (TYP) - LOCATION, ELEVATION, LENGTH, SIZE OF PERSONNEL GATE
/ ° .. AND TILT GATE TO INCLUDE FOOTINGS AND REQUIRED
10, �aa °4RETAINING WALL
/
E2411
9 CONCRETE � '° s � 24, ,° SEE STRUCTURAL I
8 24" CURB AND GUTTER o C-506 PLANS SIDEWALK, SEE co I
-, s. < �
C-506 (TYP) NOTE 3 AND 4 (TYP)
- a
Q � '
SD* a e ° LO-
N ° -
so� p � 4' 1 „
CONCRETE o s.
RAMP/STAIRS, SEE :.
0 ARCHITECTURAL PLANS
<0 .1
BOLLARD SEE 6'-2" I
411 ARCHITECTURAL PLANS .4
_ E I�
D / E E 6 P�� LOADING DOCK SEE I
13G ` I
, ARCHITECTURAL AND
6"G_, + STRUCTURAL PLANS
1 ASPHALT
C-506 PAVEMENT (TYP) 01
r I
11 "G 1 o BACKFLOW
❑ 10, PREVENTER CONCRETE I x
rl 2MECHANICALC) 13" I 20' PADS BY ASUS°
G
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C-506 EQUIPMENT
9 CONCRETE CONCRETE PAD,
C-506 SIDEWALK (TYP) PROPOSED SEE NOTE 9
COMBAT MEDIC
TRAINING FACILITY
28,870 SF
co
i I FFE 236.65'
17
B 13"
TEI
lip13" 1 lip � L O
L�1111
j
6 _p Lo ❑ 15""
D_ p
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18"O
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\ LIMITS OF I
1 110 DISTURBANCE/PROJECT I
LIMITS (TYP)
1 "TRIPLE O i"TRIPLE q
A+
SITE PLAN
�10 SCALE: 1"=20'
30' VEGETATED
SETBACK (TYP)
TIE TO EXISTING
SECURITY FENCE
a iau
MOUNTING HARDWARE AND POLES/POSTS/STANCHION PER
MATCH
EXISTING RADIUS
MANUFACTURER'S RECOMMENDATIONS WITH JSOMTC
0 0 o I
SECURITY PRIOR TO INSTALLATION. CONTRACTOR TO
o
J
SUPPLY AND INSTALL PRESSURE SENSORS, CARD READERS,
CONDUIT, ELECTRIC WIRE, MOUNTING
2 PERSONNEL GATE
1 SECURITY GRATE
POLE/POST/STANCHION, PERSONNEL GATE AND TILT GATE.
C-512 (5' OPENING)
C-512
CONTRACTOR TO PROVIDE AND INSTALL A KNOX SWITCH FOR
0 0 I /
FIRE DEPARTMENT EMERGENCY VEHICLE ACCESS TO OPEN
10
o
o
TILT GATE. SEE ELECTRICAL PLANS FOR POWER
CONCRETE PAD FOR
REQUIREMENTS AND LOCATION OF KNOX SWITCH.
C-506� CARD READER
N
9. COORDINATE MECHANICAL EQUIPMENT PAD SIZE AND
LOCATION WITH MECHANICAL UTILITY CONTRACTOR PRIOR
`CONCRETE STAIRS 4 RISERS
o
0BEYOND
TO INSTALLING CONCRETE PAD. EQUIPMENT PAD EXTENDS
THE EDGE OF THE EQUIPMENT ON ALL SIDES. THE
SEE ARCHITECTURAL PLANS
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LENGTH THE PAD EXTENDS BEYOND THE EDGE OF THE
TRANSFORMER
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EQUIPMENT VARIES FROM EACH PIECE OF EQUIPMENT.
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10. CONTRACTOR SHALL USE CAD FILE FOR CONSTRUCTION
STAKING TO ENSURE CORRECT COORDINATES; HOWEVER,
9 CONCRETETE
CONTRACTOR TO REFER TO STRUCTURAL AND
o C-506' SIDEWALK (TYP)
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SHEET ID
CS101
FOR OFFICIAL USE ONLY
FAST -TRACK I DESIGN COMPLETE IFC SUBMITTAL

1 1 2 1 3 1 4 1 FOR OFFICIAL USE ONLY
7
8 1 9
10
GENERAL EROSION AND SEDIMENT CONTROL NOTES
CONSTRUCTION SEQUENCE:
1. CONTRACTOR MUST COMPLY WITH THE LATEST VERSIONS OF ALL FEDERAL, STATE, AND
17.
ONLY AFTER TEMPORARY DIVERSION DITCHES HAVE BEEN REMOVED, REMOVE
LOCAL EROSION AND SEDIMENT CONTROL LAWS.
1.
OBTAIN EROSION CONTROL AND STORMWATER PERMIT FROM THE CONTRACTING
TEMPORARY PIPE (TEMP ES-4 TO EX CB-3 ONLY) AND GROUT SEAL ASSOCIATED HOLE IN
OFFICER. STORMWATER PERMIT IS REQUIRED BEFORE ANY PERMANENT BUILT UPON
EX CB-3. REMOVE SEDIMENT AND DEBRIS FROM PROPOSED AND EXISTING STORM DRAIN
AREA (I.E. PAVEMENT, CONCRETE, ETC.) IS INSTALLED.
SYSTEM.
G
2. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND
SEDIMENTATION CONTROL MEASURES MUST BE REMOVED. AREAS DISTURBED DURING
2.
IN COORDINATION WITH THE PROJECT EROSION CONTROL INSPECTOR, INSTALL TREE
18.
TEMPORARILY BLOCK PROPOSED STORM DRAIN PIPE (CB-4 TO FES-3) FROM DISCHARGING
REMOVAL OF THE CONTROLS MUST BE STABILIZED.
PROTECTION FENCE, SEDIMENT FENCE, AND SEDIMENT FENCE OUTLET DOWNSLOPE AND
TO TEMPORARY SKIMMER SEDIMENT BASIN AND UNBLOCK EXISTING STORM DRAIN PIPE
ALONG PROPOSED PERMANENT SECURITY FENCE LOCATION ONLY AS SHOWN ON THE
(EX CB-3 TO EX CB-2) SUCH THAT SITE DRAINAGE IS TEMPORARILY CONVEYED TO EX ES-1.
3. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION CONTROL MEASURES
PHASE 1 EROSION AND SEDIMENT CONTROL PLAN. CLEAR AND GRUB AND PERFORM
INSTALL SEDIMENT FENCE DOWNSLOPE OF TEMPORARY SKIMMER BASIN SPILLWAY
MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF
DEMOLITION ONLY AS NECESSARY FOR THE INSTALLATION OF THESE DEVICES. EXISTING
RIPRAP OUTLET SUCH THAT THERE IS NO GAP IN SEDIMENT AND EROSION CONTROL
ALL EROSION AND SEDIMENTATION CONTROLS AFTER EACH STORM EVENT AND
RIPRAP TO REMAIN AND EXISTING RIPRAP AREA SHALL NOT BE GRUBBED (ONLY CLEAR
MEASURES. REMOVE TEMPORARY SKIMMER SEDIMENT BASIN AND OVER EXCAVATE
ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,
VEGETATION). CALL CONTRACTING OFFICER FOR ONSITE INSPECTION BY PROJECT
UNSUITABLE SOILS (SEDIMENT LADEN SOILS) AT BOTTOM OF STORMWATER MANAGEMENT
EROSION CONTROL INSPECTOR.
INFILTRATION BASIN #1 AREA TO ALLOW THE PROPER FUNCTIONING OF THE
INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING,
STORMWATER MANAGEMENT DEVICE.
AND RENETTING MUST BE PERFORMED IMMEDIATELY.
3.
IN COORDINATION WITH JSOMTC SECURITY, INSTALL TEMPORARY PRIVACY FENCE AND
PERMANENT SECURITY FENCING. WHERE REMOVING AND REPLACING EXISTING
19.
COMPLETE REMAINING FINE GRADING, SIDEWALK AND UTILITIES INSTALLATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION,
SECURITY FENCING AS SHOWN ON THE DEMOLITION PLAN, EXISTING SECURITY FENCE
STABILIZATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROL
SHALL NOT BE REMOVED UNTIL PERMANENT SECURITY FENCING IS INSTALLED AND
20.
INSTALL CONCRETE RETAINING WALL FOR INFILTRATION BASIN #1 AND REMAINING STORM
F
MEASURES AND RELATED ITEMS INCLUDED WITHIN THE PLAN.
APPROVED BY JSOMTC SECURITY. UPON COMPLETION OF TEMPORARY PRIVACY FENCE
DRAIN SYSTEM FES-1 TO DI-2 WITH RIPRAP OUTLET PROTECTION. INSTALL EXCAVATED
AND PERMANENT SECURITY FENCING INSTALLATION AND EXISTING SECURITY FENCE
DROP INLET PROTECTION FOR DI-2. GRADE INFILTRATION BASIN #1. SEE STORMWATER
5. SHOULD ANY MEASURES CONTAINED WITHIN THE PLAN PROVE INCAPABLE OF
REMOVAL, OBTAIN APPROVAL FROM JSOMTC SECURITY PRIOR TO PROCEEDING WITH
NOTE #2 THIS SHEET. WITH PRIOR COORDINATION WITH THE CONTRACTING OFFICER,
CONSTRUCTION. ALL EXISTING SECURITY FENCE, TEMPORARY PRIVACY FENCE AND
TEST FOR PERMEABILITY IN BOTTOM OF PROPOSED INFILTRATION BASIN #1. IF RATE IS
ADEQUATELY REMOVING SEDIMENT FROM ON -SITE FLOWS PRIOR TO DISCHARGE OR OF
PERMANENT SECURITY FENCE INSTALLATION, REMOVAL, AND OR DEMOLITION SHALL BE
GREATER THAN OR EQUAL TO INFILTRATION RATE SHOWN IN THE TABLE ON THE GRADING
STABILIZING THE SURFACES INVOLVED, ADDITIONAL MEASURES MUST BE IMMEDIATELY
SCHEDULED AND COORDINATED WITH JSOMTC SECURITY PRIOR TO BEGINNING ANY
PLAN, COMPLETE INFILTRATION BASIN #1. IF RATE IS LESS THAN THE INFILTRATION RATE
IMPLEMENTED BY THE CONTRACTOR TO ELIMINATE ALL SUCH PROBLEMS.
WORK.
SHOWN IN THE TABLE ON THE GRADING PLAN, EXCAVATE UNSUITABLE MATERIAL AND
REPLACE WITH SUITABLE MATERIAL BEFORE COMPLETING INFILTRATION BASIN #1. FINE
6. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR
4.
IN COORDINATION WITH THE PROJECT EROSION CONTROL INSPECTOR, INSTALL
GRADE INFILTRATION BASIN #1 AND STABILIZE PROPOSED INFILTRATION BASIN #1 WITH
MUST TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, REMAINING SEDIMENT FENCE,
SOD.
ADJACENT PROPERTIES AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT
SEDIMENT FENCE OUTLETS, COIR WATTLE, TREE PROTECTION FENCE, INLET PROTECTION,
DISPLACEMENT.
TEMPORARY SKIMMER SEDIMENT BASIN, PROPOSED STORM DRAIN SYSTEM (FES-3 TO
21.
FINALIZE BUILDING AND PAVEMENT CONSTRUCTION. INSTALL REMAINING PERMANENT
CB-4 ONLY) AND TEMPORARY STORM DRAIN SYSTEM, AND RIPRAP OUTLET PROTECTION
SECURITY FENCE, SECURITY GRATES AT EXISTING ENDWALL, PERMANENT PERSONNEL
AS SHOWN ON THE PHASE 1 EROSION AND SEDIMENT CONTROL PLAN. TEMPORARILY
GATE, AND PERMANENT SECURITY TILT GATE. REMOVE EXISTING SWING GATE AND
7. SITE STABILIZATION MUST BE APPROVED BY WATER MANAGEMENT
BLOCK EXISTING STORM DRAIN PIPE (EX CB-3 TO EX CB-2) DRAINAGE FROM BYPASSING
REMAINING EXISTING SECURITY FENCE WHERE SHOWN. COORDINATE ALL SECURITY
E
BRANCH AND NCDEQ PRIOR TO REMOVING EROSION CONTROL MEASURES.
TEMPORARY SKIMMER SEDIMENT BASIN. CLEAR AND GRUB AND PERFORM DEMOLITION
FENCE AND GATES CONSTRUCTION WITH JSOMTC SECURITY. CALL FOR INSPECTION OF
ONLY AS NECESSARY FOR THE INSTALLATION OF THESE DEVICES. CALL CONTRACTING
PERMANENT SECURITY FENCING AND GATES BY JSOMTC SECURITY.
8. UNLESS SHOWN OTHERWISE, THE CONTRACTOR WILL PROVIDE GROUNDCOVER (TEMPORARY
OFFICER FOR ONSITE INSPECTION BY PROJECT EROSION CONTROL INSPECTOR.
OR PERMANENT) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS OF COMPLETION
22.
FINALIZE CONSTRUCTION. STABILIZE REMAINING AREAS. CALL FOR INSPECTION BY
OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY
5.
IF APPROVED, INSTALL TEMPORARY DIVERSION DITCH #1 AND #2 WITH RIPRAP. CALL
PROJECT EROSION CONTROL INSPECTOR. USE OF INFILTRATION BASIN #1 WILL ONLY BE
OR PERMANENT GROUNDCOVER DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
CONTRACTING OFFICER FOR ONSITE INSPECTION BY PROJECT EROSION CONTROL
ALLOWED IF THE ENTIRE CONTRIBUTING DRAINAGE AREA IS STABILIZED. IF APPROVED,
INSPECTOR.
INSTALL CONCRETE FLOWABLE FILL MATERIAL IN TEMPORARY PIPE (EX CB-3 TO CB-4),
EROSION. REFER TO THE SEEDING SCHEDULE SHOWN ON SHEET C-503.
6.
IF APPROVED, PROCEED TO PHASE 2 EROSION AND SEDIMENT CONTROL PLAN. BEGIN
REMOVE PIPE BLOCKAGE (CB-4 TO FES-3), AND INSTALL TRASH GUARD PRETREATMENT
DEVICE AT CB-4.
9. FOR PROJECT SPECIFIC EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE SEE
REMAINING CLEARING, GRUBBING AND DEMOLITION THROUGHOUT THE SITE. PERFORM
NOTES THIS SHEET.
REMAINING DEMOLITION AS SHOWN ON THE DEMOLITION PLAN.
23.
ALL SEDIMENT FENCE, SEDIMENT FENCE OUTLETS, COIR WATTLE, INLET PROTECTION,
AND TREE PROTECTION FENCE SHALL REMAIN IN PLACE AS SHOWN ON THE DRAWINGS
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE SELF -INSPECTION
7.
MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS. REMOVE
UNTIL THE ENTIRE SITE IS PERMANENTLY STABILIZED AND APPROVED BY THE PROJECT
REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1. THE
SEDIMENT AND DEBRIS FROM EXISTING AND PROPOSED STORM DRAIN SYSTEM
EROSION CONTROL INSPECTOR.
CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT THEY HAVE THE LATEST
CONVEYING DRAINAGE TO TEMPORARY SKIMMER SEDIMENT BASIN WHEN TEMPORARY
D
SKIMMER SEDIMENT BASIN IS INSPECTED.
24.
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,
STATUTE REQUIREMENTS. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE
ARRANGE FOR INSPECTION BY PROJECT EROSION CONTROL INSPECTOR. IF SITE IS
WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORM WATER PERMIT FOR
8.
ROUGH GRADE THE SITE. BEGIN INSTALLING SEWER AND OTHER ONSITE AND OFFSITE
APPROVED REMOVE REMAINING EROSION MEASURES AND TEMPORARY SITE MEASURES.
CONSTRUCTION ACTIVITIES.
UTILITIES AND REMOVE EXISTING SEWER LINES AS SHOWN ON THE DEMOLITION PLAN.
SOD, SEED, OR PAVE AS REQUIRED RESULTING BARE AREAS.
9.
INSTALL CONCRETE WASHOUT. BEGIN BUILDING AND BUILDING FOUNDATION
WALL/RETAINING WALL CONSTRUCTION. CONSTRUCT BUILDING WORKING FROM THE
STORMWATER NOTES:
1. CONTRACTOR MUST COMPLY WITH THE LATEST VERSIONS OF ALL FEDERAL, STATE, AND
BACK OF THE BUILDING AND PROCEEDING TO THE FRONT (STREET). INSTALL DITCH (D#1)
WITH CHECK DAMS. AFTER INITIAL BUILDING WALL/RETAINING WALL AND DITCH D#1
LOCAL STORMWATER LAWS.
CONSTRUCTION, CONSTRUCTION VEHICLES/TRAFFIC SHALL NOT ACCESS THE SOUTHERN
PORTION OF THE SITE (DITCH D#1 AND SLOPE AREAS SOUTH OF THE BUILDING).
2. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER OF RECORD FOR THE INFILTRATION
PERMANENTLY STABILIZE DITCH D#1 AND SLOPE AREAS AS SHOWN ON THE PHASE 2
EROSION AND SEDIMENT CONTROL PLAN.
BASIN INSTALLATION AND CONSTRUCTION SUCH THAT AN APPROPRIATE ENGINEER OF
RECORD CAN OBSERVE THE CONSTRUCTION AND INSTALLATION OF THE STORMWATER
10.
FOLLOW TEMPORARY SEEDING INSTRUCTIONS AS SHOWN ON SHEET C-503 AS
C
MANAGEMENT DEVICES. A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NORTH
CONSTRUCTION PROGRESSES.
CAROLINA WILL HAVE TO SUBMIT A CERTIFICATION TO THE STATE OF NORTH CAROLINA THAT
THE COMPLETE STORMWATER MANAGEMENT SYSTEM HAS BEEN INSTALLED AND BUILT WITHIN
11.
INSTALL REMAINING STORM DRAIN SYSTEM BEGINNING AT CB-4 (DOWNSTREAM END) AND
SUBSTANTIAL COMPLIANCE AND INTENT OF THE APPROVED STORMWATER PERMIT, PLANS AND
PROCEEDING UPSLOPE. INSTALL INLET PROTECTION AS STORM DRAIN SYSTEM IS
SPECIFICATIONS. DEVIATIONS FROM APPROVED PLANS AND SPECIFICATIONS WILL BE NOTED
INSTALLED.
ON THE CERTIFICATION AND SUCH DEVIATIONS MAY REQUIRE A PERMIT MODIFICATION. THE
12.
ONCE STORM DRAIN SYSTEM FROM CB-4 TO DI-5 TO DI-6 IS INSTALLED WITH INLET
CERTIFICATION MUST BE RECEIVED BY THE STATE OF NORTH CAROLINA BEFORE A
CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
PROTECTION, COMPLETE DITCH D#2. PERMANENTLY STABILIZE DITCH D#2 AND SLOPE
AREAS AS SHOWN ON THE PHASE 2 EROSION AND SEDIMENT CONTROL PLAN.
3. THE CONTRACTOR SHALL COMPLY WITH THE PROVISION OF NORTH CAROLINA GENERAL
13.
COMPLETE ROUGH GRADING OF THE BUILDING PAD AS SHOWN IN PHASE 2 EROSION AND
STATUTE 143-215.1, OTHER LAWFUL STANDARDS AND REGULATIONS PROMULGATED
SEDIMENT CONTROL PLAN, AND CONTINUE INSTALLING BUILDING FOUNDATION, BUILDING
AND ADOPTED BY NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION AND
RETAINING WALLS, AND BUILDING LOADING DOCK AREA. COMPLETE REMAINING STORM
THE FEDERAL WATER POLLUTION CONTROL ACT AS AMENDED:
DRAIN SYSTEM INSTALLATION.
g
ALL OWNERS OR OPERATORS OF STORMWATER POINT SOURCE DISCHARGES ASSOCIATED
14.
INSTALL CURB AND GUTTER, PAVEMENT AGGREGATE BASE, AND CONCRETE SIDEWALKS.
WITH CONSTRUCTION ACTIVITIES INCLUDING CLEARING, GRADING AND EXCAVATION
CONTINUE INSTALLING UTILITIES.
ACTIVITIES RESULTING IN THE DISTURBANCE OF LAND ARE HEREBY AUTHORIZED TO
DISCHARGE STORMWATER TO THE SURFACE WATERS OF NORTH CAROLINA OR TO A
15.
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION,
SEPARATE STORM SEWER SYSTEM CONVEYING STORMWATER TO THE SURFACE WATERS
AGGREGATE BASE, CONCRETE, ETC.
IN ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH HEREIN." IN ADDITION THE
CONTRACTOR SHALL RECORD THE REQUIRED RAINFALL AND NPDES MONITORING
16.
CALL CONTRACTING OFFICER FOR ONSITE INSPECTION BY PROJECT EROSION CONTROL
OBSERVATIONS ON THE "INSPECTION RECORD FOR ACTIVITIES UNDER STORMWATER
INSPECTOR. IF APPROVED TO REMOVE TEMPORARY SKIMMER SEDIMENT BASIN, FIRST
GENERAL PERMIT NCG010000" FORM PROVIDED BY THE DIVISION OF WATER QUALITY.
REMOVE TEMPORARY DIVERSION DITCH TD#1 AND TD#2 WITH RIPRAP BEGINNING AT
INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH
UPSLOPE ENDS AND PROCEEDING DOWNSLOPE. FINE GRADE AND STABILIZE TEMPORARY
DIVERSION DITCH AREAS AS TD#1 AND TD#2 ARE REMOVED. INSTALL PERMANENT RIPRAP
DISCHARGE LOCATION IN ACCORDANCE WITH THE GENERAL PERMIT - NCG 010000
AT DITCH D#1 OUTLET.
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2 EROSION AND SEDIMENT CONTROL MEASURES FOR THE
ENTIRE PROJECT EXCEPT FOR THE OFFSITE UTILITIES.
REFER TO SHEET CG104 & CG105 FOR EROSION AND
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SHEET NOTES:
10
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
A* .1 °
CoIry
a
°
d /
1 u
1 ad d /
°°'A.- LIMITS OF DIS
�% � N � // II I USGS INTERMITTENT
o I I cy STREAM
/ AM TOP OF BANK (TYP)
- IIII
22" 1. REFER TO SHEET CGO01 - CGO03 FOR CONSTRUCTION
/ / 'd�
/ SEQUENCE AND GENERAL EROSION AND SEDIMENT
ov rn / FOR CONTINUATION SEE CONTROL NOTES.
+ "SOUS /N _C / PHASE 2 SHEET CG104 -
2 / / / N� ' 1 2. TEMPORARY DIVERSION DITCH (TD#1 TD#2),
/ + "BIRCH o/ / I SEDIMENT FENCE TEMPORARY SKIMMER SEDIMENT BASIN, AND SLOPE
N °_ -
.:.f..... I I AREAS AS SHOWN (SHADED AREAS) SHALL BE
"MA I I + C-501
+ (TYP) STABILIZED WITHIN 7 DAYS FROM LAST LAND
30' VEGETATED / DISTURBING ACTIVITY. PROVIDE COCONUT FIBER WITH
o N I I I I 7'_ SETBACK (TYP) / NET C125BN EROSION CONTROL BLANKET PRODUCT
J I I N / / FROM NORTH AMERICAN GREEN OR EQUIVALENT
RCP ­2.1- WCOMPOST SOCK INLET WITHIN TEMPORARY DIVERSION DITCH TD#1-TD#2 AND
-504 PROTECTION (TYP) SLOPE AREAS AS SHOWN (SHADED AREAS). INSTALL
S X
I=22y)A' - PER MANUFACTURER'S RECOMMENDATIONS.
\ _
\ \ E J \ \ l I INV=226.40' -
// 15" RCP 230- 3. TEMPORARY SKIMMER SEDIMENT BASIN WATER MUST
0' ?30' 0 BE WITHDRAWN FROM THE BASIN SURFACE.
30" f� 1 PROPOSED RIPRAP OUTLET O O
PROJECT LIMITS TYP ��vv -� - , - i i I C-501 PROTECTION (TYP)
\ co ( ) REMOVE SEDIMENT AND DEBRIS FROM EXISTING, . s�� - 3 , II I uX iv 4. SEDIMENT FENCE IS SHOWN FOR GAS AND WATER
F N \ _ �i E INV=2 I l _ o UTILITY WORK (DESIGNED BY OTHERS) AS IF THE
TEMPORARY, AND PROPOSED STORM DRAIN PIPES, INLETS, \ - ( 2 COIR WATTLE
`:.;`'°`"�=>�" p+ g � V ..�°��'-I � ENTIRE GAS AND WATER UTILITY CORRIDOR WILL BE
\ _ AND RIPRAP CONVEYING DRAINAGE TO TEMPORARY `'>'.r<':_ ;;>+:_,;.:>.,. s I ( _ (ENTRENCHED) TYP
o I / C 505 (ENTRENCH ) ( ) / OPEN TRENCH EXCAVATION. IF DIRECTIONAL DRILLING
3 SEDIMENT FENCE SKIMMER SEDIMENT BASIN WHEN TEMPORARY SKIMMER \Tbp=` 30 / �k 1 - ss- � � � � / / IS USED, SEDIMENT FENCE IS ONLY REQUIRED IN
co C 501 (TYP) / SEDIMENT BASIN IS INSPECTED (TYP) / �;
ass 2`COMPOST SOCK INLET I 11
P 5 CB 0 Y y-'f / / i AREAS OF LAND DISTURBANCE.
C-504 PROTECTION (TYP) " -23 V - I / 1' 5. CB-4 HAS A DEEP SUMP BELOW STORM DRAIN PIPE
COMPOST SOCK FOR �/ \GP\' Gas TEMPORARILY BLOCK EXISTING /
�k �O PIZ �O X STORM DRAIN PIPE EX CB-3 TO EX / INVERT OUT. TEMPORARILY LINE INSIDE INLET WITH
co SEDIMENT CONTROL M \'�� i - ti CB
CB-2) DRAINAGE AT EXISTING INLET I � PLASTIC LINER PRODUCT TO PROTECT FUNCTION OF
FP PROTECT CB-4 WEEP WEEP HOLES/STONE FROM BEING PERMANENTLY
/ / HOLES/STONE (SEE NOTE 5) -2 C E FROM BYPASSING TEMPORARY AFFECTED BY SEDIMENT.
> SKIMMER SEDIMENT BASIN
` 47� TD 1 U > I U > TDa� TD \ � /
229 � � / � � // say 0 7/ �� � X �23 � � CORE DRILL HOLE IN PROPOSED AND 227.25' o �' TEMPORARY SKIMMER SEDIMENT BASIN
I
p� a s �Q EXISTING INLETS AND CONNECT 2 TREE PROTECTION -513 WITH 10' WIDE SPILLWAY AND BAFFLES (SEE NOTE 2 AND 3)
E �/ 2��o 0 TEMPORARY 15" STORM DRAIN PIPES TO \ o C-501 FENCE ° DRAINAGE AREA = 1.46 ACRES, DISTURBED AREA - 1.30
24P
\ I / / o ACRES 10-YEAR DISCHARGE = 8.31 CFS
/ �2% �' r'+ INLETS, SEE STORM DRAIN SCHEDULE ,,p 16"P J I I BASIN BOTTOM ELEVATION= 226.50'
o 0 0 0 6 11 P 8-� FOR TEMPORARY PIPE INFORMATION CONTRACTOR ACCESS POINT
� Inv,
�` + � �' I FOR PERMANENT SECURITY I CREST OF SPILLWAY= 228.50'
5'
I 2 BASIN TOP OF EMBANKMENT= 230.00'
+ / o 0 1 TEMPORARY DIVERSION �\ 6"P 2 ti TEMPORARY o o 3 FENCE INSTALLATION. EXISTING DEPTH OF STORAGE= 2 FT
DITCH (PROVIDE VEHICLE
g a /
s 0 C-505 \ C-514 RIPRAP (TYP) RIPRAP TO REMAIN. WITHIN
s0� + 19 P 1 l u / TOTAL DEPTH= 3.5 FT
2 CROSSING USING l 1 RIPRAP AREA, REMOVE BRUSH / ,
�2 7 T o COURSE AGGREGATE) �'` �� + _\\li_ "P SEDIMENT CLEANOUT ELEVATION= 227.50
Spy 30„ P \� F 1 SEDIMENT FENCE AND VEGETATION (CLEARING Dc REQUIRED MINIMUM VOLUME= 2,340 CF
/0 12 6"F- \ 5"P -C-502 OUTLET TYP + 1 ° ONLY, NO GRUBBING)
w-�#7 \ + „P / ` OUTLET(TYP) I I ® / PROVIDED VOLUME= 4,167 CF
"0 "O / ( 10"P \ ° REQUIRED MIN. SURFACE ARE= 2,702 SF
+ + \I, "'�t\ ��Ij \ "' WITHIN BASTOGNE DRIVE '
< ,� TEMPORARY GRAVEL CONSTRUCTION �� �' ' 6"C \ PROVIDED SURFACE AREA= 2,808 SF
/ O
4 �� DURING PHASE 1 TEMPORARILY / PAVEMENT AREA ONLY, ,
6 TRI O + tt C-504 ENTRANCE/EXIT �' BASIN BOTTOM DIMENSIONS (AVG) - 48 X 35
�00 �/ 4„ \ / ` ��41'p / 4" h TIE EXISTING SECURITY FENCE TO _ + "CH ° P CONTRACTOR LAYDOWN AREA BASIN TOP DIMENSIONS (INSIDE)(AVG) - 78' X 45'
/ 4 7 P' REMAIN FENCE TO BE REMOVED ROAD TO BE CLOSED, REFER
X-00 „ 0 U_ 0/ ( n ° ( 2:1 SIDE SLOPES
D )D 6 P ° co „ „ \ + \ AFTER PHASE 2 IS COMPLETE TO C TO BASTOGNE DRIVE DETOUR „
tt ,�IiaO P _ \li����n + O '� ) � � I 4 SKIMMER WITH 0.75 ORIFICE DIAMETER
1 G i 3 ;SEDIMENT FENCE �� NEW SECURITY FENCE PLAN), NO LAND DISTURBANCE
/ I
6ttG � + � 11 � 5 ,tP \�-501 TYP � 1 ./ ttP \ 12 P��� � `' � 11 \ / tiv
"�' G (TYP) - \ t, �'+ + t I U_ o 0 o I '2 COMPOST SOCK INLET
FOR CONTINUATION SEE + / + / \ 8 O:r L5"CH 35
PHASE 2 SHEET CG104 ,t o 236�ttP / / O / 9"O �� \ + 12" 2 C-504 I PROTECTION (TYP)
1'I 1 P / 13 + -- / coo + y, + 1 \ '` a I / TFMPORARY TYPE 4 RARRIrAnF=
�+ . / Co A 37 tt � \ N
\ �h ,tG 2 / +� CH x
! ti /� , / ,t / I \ \ tt NEW SECURITY FENCE
9 G + 23$ 6 G + tt 23 tt \ `9 3 F r I Y o
` co A
HVT - 8"TWIN O + __23 ttG 2��, \ + 2„O
t 24 WOODED 9"P \ \I
-23�4.32 - -� P � � P ttCH�
-� 1 fiTEMPORARY DIVERSION / r ttP ' 24�� - - = AREA-- _ tip \ \ + +
C-505 DITCH (TD#2) (SEE NOTE 2) / o / 42, - �15"p `� O \ \ \ 15�0 x \ _"O
EI\ n \\ \ \ 16
26*R \C \Aj/5" 244�- 1'p I
N
o r� tt \ \ P
d, �1� X-,3 0 ><
I ° _ 5........... 1--ML 0� , -
110
80
\ / 15"P \ C� 8 P
\ 0 \cn
- -
\ J / H + ttP /2qg_ /8„P +\ tt 5"MAG\ \ \ 7„�, \ a °
I '� 13 P ,t �
P 4 P \ \ 'WO DE
\ /4 4i - ' - - REA \ 2 5.2
TEMPORARY PRIVACY c\' 1 2 TREE PROTECTION tt' + L Y '%I\' P \ \�''sn \ X a I
FENCE REFER TO 6 ,t t, 1 \ \ 30' VEGETATED tt
( 1 "P C-501 FENCE 6 CH 1 1 SETBACK(TYP)o 1
DEMOLITION PLAN AND / / s� \ \„ + I + 6 \
1 „ 1� H
B \ CONSTRUCTION SEQUENCE 1 3 49 15 P C 1t
I' \ 2�5, I ttn
1 REGARDING TREE REMOVAL 4„ a - \ + O I I + C \ I I
\ AND STABILIZATION ( \ 250' P (�,„ \ \ \ \� 7°0 I 1 I moo°
REQUIREMENTS) / 1�' 1"P TPpg" j\ P \ \ I �,0 I011
TWI CH I o a� I
4 „ 14_F h
\ \ 6" T I �� "*IN I I
251'- ®rna7__PF SF -� C-5051
I 8 P tt SF / F O
\\ \ I 5 P 8" l� + �? L oD �5 + o
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\ \ \ \ SOUR \ \ I
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\ \ 15 1 PROTECTION FENCE / N �ti
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A \ \ \ i 53 - 1 "TRI PL*0 \ S 5"T\RPLE q + +
EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
PORTIONS OF
PERMANENT STORM \
DRAIN SYSTEM -
INSTALLED DURING
15
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
L3U
r BAFFLE
/
CAUTION'
•
SHALLOW COVER OVER
C-513 (TYP) ,
237
PROJECT LIMITS TYP
�9� , I 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
/- JL
SCALE: 1 "=20'
r
- 5,0*-n V,
1 SEDIMENT FENCE
f
\OUTLET (TYP)
w \ �y
SKIMMER
WMWWIM�Az
IINV=2 8.98'
I TOP- 5.81'
1-228.98
TO LIMIT ACCESS TO TEMPORARY
CONTRACTOR LAYDOWN AREA
(REFER TO BASTOGNE DRIVE
DETOUR PLAN)
INV/ 2
o � INy=21
% 3 / SEDIMENT FENCE NV=2 -12" CID o Ok
C-501 (TYP) I / J s DISTURBED AREA =
2.95 ACRES
' o
2 RIPRAP TURN PROPOSED DITCH i
C-514 INTO FLOW LINE OF TEMPORARY
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PROPOSED DITCH AND TEMPORARY C) / -2
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I n 11�
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_501 (TYP) II I
CoQ / / �, I � I N P
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J,
USGS INTERMITTENT �24o'
STREAM TOP OF BANK (TYP)
SX
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G Cl)e ... , . ��1•• \ l / / 230 2 BAFFLE 228
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TELECOMMUNICATION LINE TO BE INSTALLED •• CAUTION: SHALLOW COVER OVER 6-513 (TYP)
\ USING HORIZONTAL DIRECTIONAL DRILLING, SEE \ EXISTING STORM DRAIN PIPE WITHIN 23p c,
TELECOMMUNICATION AND SECURITY PLAN / TEMPORARY SKIMMER SEDIMENT BASIN
/ AREA, PROTECT EXISTING STORM DRAINco
ry / PIPE AND STRUCTURE
° /
e ..: '1e 3 TEMPORARY CONCRETE �O��
C-502 WASHOUT •
INV=218.9
HARDWARE CLOTH AND GRAVEL TO 0.98,
`° A INLET PROTECTION / / -232�
V&2 F3F GO S
SEDIMENT FENCE ��
001
N OUTLET / \
S�* Tom_ o Ssx 1: T = AS A
LIMITS OF DISTURBANCE/ / / / �N Sx V SEE NOTE 4 INV=22 ar 5'
PROJECT LIMITS (TYP) _ _ / /� / .�FLP�N ��� Sx �,"' ��' co CB
S
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COMPOST SOCKS FOR / / , FPG e ; . ° D.
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s °' 53 Q /
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Spy o 0 0 236 ° e \ �.
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'PROTECTION (TEMPORARY)
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2 TEMPORARY '�_r_PJE ' A.SFOUTLET (TYP)
PHASE 2 SHEET CG104
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1 I 2 I 3 I 4 I 5 FOR OFFICI�L USE ONLY 6 I 7 I 8
STORM DRAIN SCHEDULE •• \ I // V 11 1 CONCRETE DROP \
Upstream Downstream Upstream Structure ; °° a / J
From To Slope Pipe Length Invert Invert Pipe Rim Minimum Minimum USX S •• 19 WOOS \ N C-510 INLET \
(upstream) ( ) ( ) ( ) P ° :. �X / / � • I SH•E`rTERS _
downstream Diameter From To Material Elevation Depth Cover 6 PROPOSED CONCRETE �
(Ft/Ft) (In) (Ft) (Ft) (Ft) (Ft) (Ft) (FT) a s, ... as / � • \ -22 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 ° 1 ' / •• / / �- Y \
° / 2 PROPOSED STORMWATER MANAGEMENTS \
DI-6 DI-5 0.0075 15 105.00 230.00 229.21 HP STORM 232.50 2.50 1.06 ° s' 1
' ..: s' 1 / •• 22`, C-502 INFILTRATION BASIN #1 \ �,
DI-5 CB-4 0.0156 15 122.00 229.11 227.21 HP STORM 233.50 4.29 2.95 \ / I BASIN BOTTOM - 226.50
PROJECT LIMITS (TYP) • - `J�' N
CB-4 FES-3 0.0118 15 35.00 226.91 226.50 CLASS IV RCP 229.90 3.69 1.55 ° \ / PONDING EL. - 228.00' c9
°
D� \ / <'37 1
CO-15 CO-14 0.0100 8 22.00 234.00 233.78 PVC 236.25 2.25 1.50 �ti / / •• STORMWATER MANAGEMENT 10' 00 \ S X
CO-14 CO-13 0.0100 8 20.00 233.78 233.58 PVC 236.50 2.72 1.97 /
s ° 0`L WIDE (MIN.) MAINTENANCE ACCESS
CO-13 CO-12 0.0100 8 58A0 233.58 233.00 PVC 236.50 2.92 2.17
° CO-12 DB-11 0.0100 8 13.00 233.00 232.87 PVC 235.40 2.40 1.65 ° / / '� / / 11 Spx - 1
DB-11 CB-4 0.0720 12 59.00 231.50 227.25 HP STORM 235.80 2.93 3.13 MAINTAIN POSITIVE DRAINAGE 229.0
23p TO INFILTRATION BASIN � =218 9�'
CO-17 CO-16 0.0100 6 32.00 234.00 233.68 PVC 236.50 2.50 1.92 3 CONCR�ETOE CATCH 1 S-1
CO-16 DB-11 0.0100 6 12.00 233.68 233.56 PVC 236.20 2.52 1.94 / / -232� gp� Ic+� CIA_ INV=2�
C-510�oBASIN \ INV N 0� N 1 - F3S
CO-29 CO-28 0.0100 8 22.00 234.00 233.78 PVC 238.25 4.25 3.50 1 CONCRETE DROP INLET � � / so \ 11 N\
9 10
BACKFILL SOIL MATERIAL
AGAINST EXTERIOR OF RETAINING o I
WALL, TYP, SEE NOTE 10
END 12"X 12"
` \ SHEAR KEY N cV o /
"BIRCH �o� 5 RETAINING WALL
l " I C-509 ,PENETRATION
X M I
6.0' I I 1 I 7)0 _
\ II '
N 1 RIP RAP OUTLET
ll �, C-501 1PROTECTION, TYP
\7�I 82 0 II I d 9�=
226.5' If S X
E J I BEGIN 12"X12" IN
>28.0' SHEAR KEY o 1;
o 6)
30" f� FLARED END
I I C-509 SECTION (TYP)
I INV=2
co-28 co-27 0.0100 8 20.00 233.78 233.58 PVC 236.15 2.37 1.62 _ 1 - Q E .. / 5 RETAINING WALL
C 5 0 CONCRETE RAMP/STAIRS \ G
CO-27 DB-26 0.0100 8 71.00 233.58 232.87 PVC 235.95 2.37 1.62 'vv= 229.0' �� G O C-509 PENETRATION
SEE ARCHITECTURAL Inc
DB-26 CO-25 0.0125 8 12.00 232.77 232.62 PVC 235.50 2.63 1.98 PLANS r'(,� TIE TO EXISTING
`L TRASH GUARD
CO-25 CO-24 0.0125 8 8.00 232.62 232.52 PVC 235.50 2.88 2.13 O/�/ G - GRADE, TYP 1 a0� -
CO-24 DB-21 0.0125 8 28.00 232.52 232.17 PVC 235.50 2.98 2.23 /j �N ss-- / N INV 226.85' o EX C-509 PRETREATMENT
8 PITCHED �N ��� cti"' - P x CB 30 X DEVICE
DB-21 DI-5 0.0500 12 33.00 231.84 230.19 HP STORM 235.50 3.33 2.50 -/ �� �� '� -`L I /
C-506- GUTTER, TYP /i/ GPL �s DI •.. 1 ti� 1_ STORM DRAIN
CO-23 CO-22 0.0100 6 33.00 233.50 233.17 PVC 235.80 2.30 1.72 (,, 1 1 , 03� C-509 PIPE (TYP) /
233.5 SD �� 232.3
CO-22 DB-21 0.0100 6 16.00 233.17 233.01 PVC 235.50 2.33 1.75
NOTES:
1. SEE STORM DRAIN SCHEDULE THIS SHEET FOR PROPOSED STORM DRAIN PIPE
E AND STRUCTURE INFORMATION AND INVERTS.
2. COORDINATE DOWNSPOUT LOCATIONS AND ASSOCIATED ROOF DRAIN
LOCATIONS WITH ARCHITECTURAL PLANS. REFER TO ARCHITECTURAL PLANS
FOR DOWNSPOUT CONNECTION TO 6" ROOF DRAIN PIPE DETAIL.
3. CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 3:1 UNLESS OTHERWISE NOTED.
4. GRASS DITCH (D#1-D#2) SHALL BE STABILIZED WITHIN 7 DAYS FROM LAST LAND
DISTURBING ACTIVITY.
5. HP STORM SHALL BE DUAL WALL POLYPROPYLENE (PP) PIPE BY ADS OR
APPROVED EQUAL. ALL HP STORM PIPE, JOINTS, FITTINGS, CONNECTORS, ETC.
SHALL BE WATER TIGHT (WT) PRODUCTS BY ADS OR APPROVED EQUAL.
6. UNDERCUT LOOSE SOILS TO A DEPTH OF APPROXIMATELY 2-5' BELOW EXISTING
GRADE IN THE BUILDING PAD AREA AND EXTEND LATERALLY 5 FEET OUTSIDE
D THE BUILDING FOOTPRINT IN VICINITY OF BORING B-4 AND B-8. UNDERCUT
SOILS CAN BE REUSED AS STRUCTURAL FILL PROVIDED COMPACTION AND
MATERIAL COMPOSITION SPECIFICATIONS ARE MET. REFER TO GEOTECHNICAL
REPORT DATED 10 SEPTEMBER 2019 PREPARED BY BUILDING AND EARTH
SCIENCES INC.
OO'� / , F / . ° ,231.50' T =22 I
TIE TO EXISTING ,gyp, 234 �' . �'
S� .232.6' °s �\ P� 1 1237 4
234.10'234.10'
231.9' 2 ° HP 231 9'
GRADE TYP � -� F ° °° ��HP
129 p I 232.6' 232.2' 232.25' 230.65' 23 x 1.
W I °
234.E 0 ° 1 ° ° ° �2321230.9' I
23j �SCP/234.60' 236.10' 232.03' 233 /
" 234.08' CO (D��B C 232.3' TIE TO EXISTINGU� �� CO24 235 _ 236.10' ; ' . 235234 231.5' /
��� aU D °° /°° \
CURB, TYP / �' S� 2 236 A .°a
_
.233.83 \ 1
234.55' ° 236.15' 232_45'' a' 232.3 235.8' 235.8' 3' "'
1 CONC E DROP \ 236.15' 236.5, ° ° o c� CONCRETE PAD BY ASUS, ENSURE 2,3
r.
- C-510 INLET 23 � <°6.05�~'
/ °:... � � 3 ��
u... ...°...POSITIVE DRAINAGE AND u v
�.... , . - �. .. a .�
., .,2 6' � b a 233.6T
°
Spy D 232.5T 232.5 2 6 25' HP 234.8 z:..:'.., SUBGRADE COMPACTION MEETS
�3 D / ��236.10'2 X.25 x Ca PROJECT REQUIREMENTS (TYP)
< /
232.5' 6 235 2 STORM DRAIN PIPE ZC�7 ° X 6.3 ° D 34.35
236.45 236.45'
--, SIZE x 6" PVC WYE, -
r'�,, 235.75',. , �.: 3 5 ° O FINISHED GRADE
236.15 CONNECT 6 PVC 236.65 236.65',236.35' 2 6 5'
235.25' ROOF DRAIN TO / s BELOW EQUIPMENT \
o� p� / LOADING DOCK SEE / X co CONCRETE PADS
/ PVC STORM DRAIN ARCHITECTURAL 16
235.34' 235.46' 236.15' N LO
/ 4 3�\ / PIPE, SEE NOTE 1 AND STRUCTURAL \ s 4I1 0 /
X-oD / 6„P 0 2 �� / / AND 2 (TYP) PLANS DB �� o 0 0 -
� 0 \ 236.65 I I I I
1 G i I �� 236.55'
6"G 9 35� 2 24 DRAIN BASIN WITH 236.65'
/ C-510 SOLID COVER BY / / o
/ 235.E 235.72 1 STORM DRAIN / 0 1 STORM DRAIN 235 ^ I o
o c��, 36� / 236.1 NYLOPLAST OR \ o I
7. UNDERCUT A FAT CLAY LAYER OF SOILS TO A DEPTH OF APPROXIMATELY 7' 1"G "p _ C-509 PIPE emu? l C-509 PIPE
� M 1 APPROVED EQUAL, SEE � I � �
BELOW EXISTING GRADE IN THE BUILDING PAD AREA AND EXTEND LATERALLY 5 GRASS DITCH D#2 S 7,i `" I NOTE 8 236.65 cN + I I
FEET OUTSIDE THE BUILDING FOOTPRINT IN VICINITY OF BORING B-5. REFER TO - (SEE NOTE 4) `' / '�, \ / M N I INV=2 8.98' /
GEOTECHNICAL REPORT DATED 10 SEPTEMBER 2019 PREPARED BY BUILDING / G I B-5 SEE NOTE 7 8� / N I -
23 - � � B-4 \ � . o TOP 235.81 I q�
AND EARTH SCIENCES, INC. - 2 l� \ `391\ ° J „ 1J
STORM DRAIN PIPE SIZE x 23 ' ( 1 4 PROPOSED \ \ C o o INV-228.98- RCI
8. DB-11 SHALL HAVE A TRAFFIC RATED H-20 SOLID COVER. ;� 6" PVC WYE, CONNECT 6" 6" ROOF DRAIN PIPE, 2 p, \ 1
J>�-2', PVC ROOF DRAIN TO PVC / 240 235.93' 236.06' 236.15' SEE NOTE 2 (TYP) COMBAT MEDIC
9. CB-4 SHALL HAVE A V DEPTH SUMP BELOW PIPE INVERT OUT. / ' TRAINING FACILITY `� o OD UX
5 Pn STORM DRAIN PIPE, SEE / / `''� 24A' C 28,870 SF \ \ C �Q `' 8 ` -`
10. CLAYEY AND SILTY SAND (SC, SM) SOILS SHALL BE USED AS EARTHEN FILL TO NOTE 1 AND 2 (TYP) / o Nun 42� FFE 236.65' \ 1 I3 O r
C BACKFILL ALONG THE EXTERIOR OF THE RETAINING WALL (NOT THE INSIDE OF I / (9 _ 236.20 `.X236.65' I \ o / o
THE INFILTRATION BASIN #1) PER THE GEOTECHNICAL REPORT DATED 10 4 1 4. I `�' I 1 0
il
SEPTEMBER 2019 PREPARED BY BUILDING AND EARTH SCIENCES, INC. i �5 P �0 244,236.12' 236.25' 6" FOOTING DRAIN PIPE \ 236.65' 236.55'I _J..1 O O
r �� \ \ �- @INV. = 234.82, SEE / \, W SEE NOTE 6 :R ND = INV=23k. -12" CID �C
/ ° \ B-� ARCHITECTURAL PLANS, 236.65' C -� 1� N WN
� 0 238 �
������ �ARp��/, r'� \ _ CONNECT TO ROOF DRAIN
_
s
INFILTRATION BASIN #1 \�doF S��y ;7/ PROPOSED SURFACE
RIPRAP RECONFIGURE PHASE 2
ELEVATION AREA STORAGE CUMULATIVE = :a� SEA 1 9r": ^_ \ WATER DIRECTION OF u' -
'- 242 u 236.15'I o C-514 RIPRAP SEE SHEET CG103 RIPRAP
(�) (SF) (CU FT) (CU FT) 32177 -� / -242. - - ------------- --- -------------- -- --- -- -- - ---- I \0 /
,\ FLOW SYMBOL, (TYP) _ \
St HP -� \ FROM PHASE 2 CAN BE REUSED
42
242.5 �2 /
226.50 1,800.00 0.00 0.00 '�i/'�S+� GINE�g �� \�e 4, x �~� � �`� \ � � / PROVIDED NEW FILTER CLOTH IS
227.00 1,840.00 910.00 910.00 ����Nrfts��� \ \ \ 3 / \ ' �S� 4 - - - - \ \ 2\5 25' (y INSTALLED AND RIPRAP MEETS
228-00 1,915-00 1,877.50 2,787.50 I rQ p �02o STORM DRAIN ` 2„� 240 236 a I I PROJECT REQUIREMENTS AND ANY
229.00 1,965.00 1,940.00 4,727.50 C-509 CLEAN OUT (TYP.) 246 - $ �- 23� 237 \ \ N SEDIMENT AND DEBRIS IS REMOVED
r1 8 �
STORMWATER VOLUME SUMMARY TABLE NOTES / 247 240 23g N \ \ I I I I Boa
B INFILTRATION BASIN #1 SIZING IS IN COMPLIANCE WITH 95TH PERCENTILE RAINFALL DEPTH DESIGN STORM EVENT (1.8 INCHES) \ / /1 / �248 i _ 242 241 0 N I O
PER UFC 3-210-10 SECTION 2-1.2 AND SUBSEQUENTLY EISA SECTION 438 \ / / �'O 24 243 1 I \ \ I \ \ I =
4 0 249 4 I 1 a USGS INTERMITTENT
"ADJUSTMENT TO THE TOTAL VOLUME PROVIDED TO ACCOUNT FOR THE VOLUME OF WATER WHICH EXFILTRATES OUTTHE \ \ \ / / 1� lip
� / „ 2500� 248_ 247 246 2_ 8"O GRASS DITCH D#1 \' I STREAM TOP OF BANK (TYP)
BOTTOM OF THE INFILTRATION BASIN DURING THE PERIOD OF TIME REQUIRED TO FILL THE INFILTRATION BASIN IS AS FOLLOWS: / 1 P 249 � tI / p
6 � 1 250 (SEE NOTE 4)
VOLUME = INFILTRATION RATE (FT/HR) FILLING TIME (HRS.) SURFACE AREA OF INFILTRATION BASIN / 251� LOp - 15 P
USE FILLING TIME = 2 HOURS �cS \ / 8"P / 5"P D OD _� L / �/I \ / N
v OD
�7
TO BE CONSERVATIVE ADJUSTED LOWER OBSERVED INFILTRATION RATE OF 16.43 IN/HR FROM THE GEOTECHNICAL REPORT \ 250'� 3 O / I o
SOUR �24o
SHWT = SEASONAL HIGH WATER TABLE \ 15,. 1 l'p ���"I ( / � � N �ti � m
\ _ LIMITS OF �, � d ti pv ti ti
IMPERVIOUS AREA TREATING: 27,990 sfi c5` v 1 ►) ' W
NEWLY CREATED IMPERVIOUS AREA: 27,500 sfi _ _ � \ DISTRUBANCE/PROJECT �o.(� \ -+ 1„ c- �, .A k w r'� \ �'- \ / 30' VEGETATED 1
1.0" WATER QUALITY VOLUME REQUIRED: 2,273 cf \\ / / / LIMITS (TYP) \ - co oo , O
1.0" WATER QUALITY VOLUME PROVIDED: 5,188 cf �\ --� / / 8"� -� \ ��TP?IPI li n \ \ / 1 SETBACK (TYP)
A STORMWATER VOLU ME SU MMARY CALCU LATIONS
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
GRADING PLAN
�10 SCALE: 1 "=20'
I 1
US Army Corps
of Engineers°
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SHEET ID
CG106
FOR OFFICIAL USE ONLY
FAST -TRACK I
DESIGN COMPLETE IFC SUBMITTAL

1 2 3 4 FOR OFFICIAL USE ONLY
7
9 1 10
C
F
E
n
C
12" MAX WE
HEIGI-
STEEL POST
2x4
GROUND LINE
EXTRA LAYER FILTER
FABRIC @ SEDIMENT
FENCE OUTLET
ANCHOR FILTER FABRIC MIN. 8"
DEEP AND KEY IT IN 4"
HORIZONTALLY EACH SIDE
-i-i - 4" MIN.
QCr%_rlfIAI
MAINTENANCE:
1. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
2. SEDIMENT MUST BE REMOVED WHEN HALF OF STONE
OUTLET IS COVERED.
3. ANY SEDIMENT FENCING WHICH HAS BEEN UNDERMINED
OR TOPPED MUST BE REPLACED IMMEDIATELY.
NOTES:
1. SEDIMENT FENCE SHALL BE INSTALLED OUTSIDE TOE OF
EARTHFILL EMBANKMENTS.
2. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
HAVE A MIN. OF 6 LINE WIRES WITH 12" STAY SPACING.
3. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
SHALL BE FASTENED SECURELY TO THE WIRE.
4. THE FILTER FABRIC SHALL MEET THE FOLLOWING
REQUIREMENTS:
A) EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO. 70
B) GRAB STRENGTH 90-120 LB
C) CONFORM TO ASTM D-1682 OR ASTM D-177
5. STEEL POSTS SHALL BE 6'-0" IN HEIGHT AND BE OF
SELF -FASTENER ANGLE STEEL TYPE.
CONCRETE RETAINING WALL
(SEE DETAIL ON SHEET C-509)
v(3 4" MIN. CLEAN SAND UNLESS THE
7/Lj, NATIVE SOIL IS EQUIVALENT (1-2%
FINES OR LESS).
BASIN BOTTOM
ELEVATION @ TOP
OF SOD
t 1' MIN. UNDISTURBED IN -SITU
2' MIN. SOIL (K= 8.0"/HR. MIN.)
COMPACTED FILL EACH SIDE
TOP STRAND
MIN. NO. 10
GAUGE
BOTTOM STRAND
MIN. NO. 10 GAUGE
8' 4'
ELEVATION
1�
FLOW
DIRECTION
PLAN VIEW
N
#57 WASHED STONE OVER C)
CLASS B RIP RAP FRONT
SIDE/ CLASS B RIP RAP
ONLY BACK SIDE
SEDIMENT FENCE OUTLET DETAIL
NOT TO SCALE
PONDING ELEVATION =
TOP OF OVERFLOW INLET
AND GRATE
OVERFLOW INLET
AND GRATE
2' MIN.
NOTES:
1. REFER TO GRADING PLAN FOR THE GRADING INFORMATION.
2. SOD SHALL NOT BE GROWN IN SOILS WITH AN IMPERMEABLE (CLAY)
LAYER. REFER TO LANDSCAPE PLAN FOR SOD TYPE.
3. SHWT = SEASONAL HIGH WATER TABLE.
4. K VALUE IS BASED UPON GEOTECHNICAL TESTING RESULTS.
MAINTENANCE:
(MAX) 1 \
3
SHWT
THE DRAINAGE AREA SHALL BE CAREFULLY MANAGED TO REDUCE THE SEDIMENT LOAD TO
THE INFILTRATION BASIN.
IMMEDIATELY AFTER THE INFILTRATION BASIN IS ESTABLISHED, THE VEGETATION SHALL BE
B WATERED TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME ESTABLISHED
(COMMONLY SIX WEEKS).
NO PORTION OF THE INFILTRATION BASIN IS TO BE FERTILIZED AFTER THE INITIAL
FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE VEGETATION.
l9
THE VEGETATION IN AND AROUND THE BASIN SHALL BE MAINTAINED AT A HEIGHT OF
APPROXIMATELY SIX INCHES.
AFTER THE INFILTRATION BASIN IS ESTABLISHED, IT SHALL BE INSPECTED ONCE A
QUARTER AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES
(OR 1.5 INCHES IF IN A COASTAL COUNTY). RECORDS OF INSPECTION AND MAINTENANCE
SHALL BE KEPT IN A KNOWN SET LOCATION AND SHALL BE AVAILABLE UPON REQUEST.
STORM WATER MANAGEMENT INFILTRATION BASIN #1
12" COMF
SOCK
2"x2"x36" STAk
PLACED 2' O.0
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10.0'
6.0'
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2.0' 1.0' 2.0' 2.0'
#57 STONE
SECTION 'A'
CONCRETE I I I *BLACK LETTERS
WASHOUT 6" HIGH
48 x24 PLYWOOD
o PAINTED WHITE
w
0
CONCRETE WASHOUT'
SIGN DETAIL
\L10 MIL PLASTIC
ZANCHOR PLASTIC LINER LINING
#57 STONE
NOTES PLAN
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. WASHOUT TO BE LOCATED A MINIMUM OF 50, FROM STORM
INLETS, DITCHES, AND SURFACE WATERS.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.
3 CONCRETE TRUCK WASHOUT DETAIL
C-502 NOT TO SCALE
CA/t'E00 C'!'W/ I! hAA-r=lAl -rf\ MC nr3A\A/AI
-IC LINER
��L�11t1111t//!!
CAROB/l��i
•FESSio .
SEAL
,32177
��t3't14,es ,,�
1p -aooa
NOTES:
1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL.
2. ALL MATERIAL AND INSTALLATION TO MEET STATE AND LOCAL SPECIFICATIONS.
3. COMPOST SOCK MAY BE USED AS CHECK DAMS IN DITCHES NOT EXCEEDING 3 FEET IN DEPTH.
4. PRIOR TO SOCK INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS
GREATER THAN ONE INCH THAT MAY INTERFERE WITH PROPER FUNCTION.
5. 2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES SHALL BE USED. STAKES SHALL BE PLACED AT A
MAXIMUM INTERVAL OF 2 FEET. STAKES SHALL BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A
MINIMUM OF 3 INCHES PROTRUDING ABOVE THE COMPOST SOCKS.
6. THE ENDS OF THE SOCKS SHOULD BE TURNED SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM GOING
AROUND THE END OF THE SOCKS.
7. CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN 10 ACRES OR LESS.
8. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
MAINTENANCE NOTES:
1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR
GREATER).
2. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS
REACHED %2 THE HEIGHT OF THE CHECK DAM.
3. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN.
4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A
DIFFERENT MEASURE.
5. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE
THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
TEMPORARY COMPOST SOCK CHECK DAM
US Army Corps
of Engineers°
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SHEET ID
NOT TO SCALE
FOR OFFICIAL USE ONLY
NOT TO SCALE
C-502
NOT FOR CONSTRUCTION I -
FAST -TRACK 1 100% FINAL DESIGN SUBMITTAL

1
NON -PLASTIC PIPE
2 3 4 FOR OFFICIAL USE ONLY
7
10
TYPICAL PAVEMENT
SECTION FOR PAVEMENT AREAS
G BACKFILL AND FILL
IDENTIFICATION TAPE
TRACER WIRE FOR
PLASTIC PIPE
4" MIN. BEDDING THICKNESS
FOR NON -PLASTIC
F PIPE #67 STONE
E
FBI
C
12"
FINISH GRADE/GRASS FOR NON -PAVEMENT AREAS
COMMON FILL
`"\� FINAL
k
BACKFILL
,X/
INITIAL
BACKFILL
TOTAL BEDDING THICKNESS
FOR PLASTIC PIPE #67 STONE
16" MIN. BEDDING THICKNESS BELOW PIPE
12" 12" FOR PLASTIC PIPE #67 STONE
MAX Op MAX
NOTE:
FOR BEDDING THICKNESS REQUIREMENTS, HP STORM PIPE (PP) IS
CONSIDERED NON -PLASTIC PIPE.
1 TRENCH FOR STORM DRAIN PIPE
NOT TO SCALE
SPIGOT END ON INLET END SECTIONS
HUB END ON OUTLET END SECTIONS
A /� T A
E
PLAN
BAR OR STEEL FABRIC
REINFORCING
C B
D
SECTION A -A
NOTE: TYP. RETAINING WALL REINFORCING NOT SHOWN FOR CLARITY. SEE
RETAINING WALL DETAIL THIS SHEET.
O1P
rc
A
E
FRONT ELEVATION
CONCRETE PAD, 2'-0"0
x 6" THICK W/ 2 -
#3 HOOPS (TYP)
1" @ FIN GRADE,
FLUSH @ FIN CONC
gill_ -
ill=III=
450 BEND
450 BEND
REFER TO GRADING
PLAN FOR SIZE
AND LOCATION
IRON BODY FERRULE W/
BRASS SCREW PLUG
SLOPE CONC. 1/2"
EF �Fr=-�T_
II -III=
PLUG
3 CLEAN OUT DETAIL
C-509 NOT TO SCALE
END SECTION DIMENSIONS
DIA
A
B
C
D
E
1 211
411
21_011
21_011
41_011
21_011
15"
6"
2'-311
1'-9"
4'-0"
2'-6"
18"
9"
2'_31'
1'-9"
4'-0"
3'_0"
24"
9 1 /2"
3'-7"
2'-6"
61- 1 "
4'-0"
3011
1'-0"
4'-6"
V-7 3/4"
6'-1 3/4"
5'-0"
36"
1 '-3"
5'-3"
2'-10 3/4"
8'-1 3/4"
6'-0"
42"
1'-9"
5'-3"
2'-11"
8'-2"
6'-6"
4811
21_011
61_011
21_211
81_211
71_011
54"
2'-3"
5'-5"
2'-9 1 /4"
8'-2 1 /4'
7'-6"
60"
2'-11"
5'-0"
3'-3"
8'-3"
8'-0"
FLARED END SECTION DETAIL
NOT TO SCALE
RETAINING WALL PENETRATION
NOT TO SCALE
2"
CLEAR
TOP OF WALL EL. 229.0'
3:1 MAX SLOPE, REFER TO
GRADING PLAN FOR BACKFILL
SOIL MATERIAL REQUIREMENTS,
ELEVATION, AND SLOPE
DUMBBELL 6" -SHAPED
CONT. WATER STOP
OVERFLOW
ORIFICES?
3/4" HOLES
o \0 0 ° ° °a
24" ° ° °o °
° °
° ° o 0 0°0
OUTLET 0 ° ° °° ° o °
PIPE° ° °° °°°°°°°
0 ° 0 ° ° ° °
0 ° 0 0000
0
° 0 O O 0 0 ° 0°
\0 0 0 0 0 ° 0
° 0 0 0
PLASTIC WALL
ANCHOR
(6 PLACES) �
3/8" HOLES
8" THICK, 4000 PSI CONCRETE
RETAINING WALL. CONCRETE PER
SPECIFICATION SECTION 03 30 00
#4 @16" O.C. BOTH WAYS EACH FACE
ALUMINUM FLAT WASHER
(6 PLACES)
1.75" x .25"
® STAINLESS STEEL SCREW
(6 PLACES)
TRASH GUARD PLUS PRODUCT BY ACF ENVIRONMENTAL.
ANY EQUIVALENT PRODUCT IS ACCEPTABLE
NOTE:
INSTALL TRASH GUARD PLUS OR EQUAL OVER STORM DRAIN OUTLET PIPE TO
STORMWATER MANAGEMENT INFILTRATION BASIN #1 AT INLET CB-4.
23" TRASH GUARD DETAIL
(STANDARD DETAIL FOR FLAT —BOTTOM CATCH BASINS)
NOT TO SCALE
INFILTRATION BASIN #1
INFILTRATION BASIN EL. = 226.5'
MIN. 10" HOOK— _2'I CONT. KEYWAY
EMBED._ - 2, 211
TOP OF FOOTING EL. = 224.0'
MIN. 12 BELOW GRADE
3" CLEAR o`r %, 3" CLEAR
`' ALL SIDES
ALL SIDES
° o
#4 BARS HOOK INTO
#5 @16" O.C. - 1'IO" STRIP FOOTING
BOTH WAYS
EACH FACE 5'-011 12"X12" SHEAR KEY (NOT ALONG
ENTIRE WALL, SEE GRADING
45 DEGREE TURNDOWN PLAN FOR LOCATION)
6 CONCRETE RETAINING WALL
C-509 NOT TO SCALE
NOTE:
FOR REINFORCING REQUIREMENTS AT END OF WALL
AND CORNERS, SEE DETAIL 7 THIS SHEET.
FOR OFFICIAL USE ONLY
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TYPICAL WALL END
CORNER BARS SHALL BE
SAME SIZE & SPACING AS
VERT. REINF., HORIZONTAL REINFORCEMENT
TYP
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STANDARD HOOK
• HORIZ. REINF.,
TYP
STANDARD HOOK—/
PLAN VIEW
TYPICAL CORNER
TYPICAL CONCRETE WALL DETAILS
NOT TO SCALE
NOTE:
SEE DETAIL 6 THIS SHEET FOR REINFORCING BAR SIZES
AND SPACING REQUIREMENTS.
NOT FOR CONSTRUCTION
US Army Corps
of Engineers®
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NOTES:
1. PROJECT NEWLY CREATED IMPERVIOUS AREA = 27,500 SF
2. IMPERVIOUS AREA (NEW AND EXISTING) TREATING IN
INFILTRATION BASIN #1 = 27,990 SF.
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
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