SW8970205_APPROVED PLANS_19970902

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

AVIATION ARMAMENT S H O f 5 ATLANTIC DIVI510N
NAVAL FACILITIES ENGINEERING COMMAND
MCON PROJECT P - 506, FY97 NORFOLK, VIRGINIA °
0
MARINE CORPS AIR STATION HAYE5, 5EAY, MATTERN AND MATTERN, INC. �
NEW RIVER , NORTH CAROLINA ARCHITECTS — ENGINEER5 — PLANNER5
ROANOKE, VIRGINIA
�000001/0/11I//
0 / /
H5MM GOMM NO. 1770DA m,���°�`tFEs`sio�•.�9•�'••; I
VICINITY MAP LOCATION MAP INDEX OF DRAWINGS SEAL14771
�h61 NEE tr c
APPROVED
NORTH CAROLINA ENVIRONNEITTAL •�iNN„SO A�; G`�o
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY SHEET NAVFAC SHEET :
^, . EFD REF. DWG.NAVFAC EFD
REF. DW G TITLE
Owe 0 S C /q /AEV!/C///�/ NO. N0. HO. E NO. NO. NO. W=o m a o a
GENERAL o
w �--1 T1 4347733 447733 TITLE 5HEET, INDEX, LOCATION E VICINITY MAPS 5 . 4347762 447762 GENERAL NOTES AND SECTION5 C r Y i
5'w /UZO T2 4347734 447734 ABSREVIATON5 52 4347763 447763 SITE 1 - FOUNDATION PLAN AND 5EOTI0 :�i
\ $IOIIRC7m POImH T3 4347735 44T735 LEGEND 63 4347764 447764 517E 1 FLOOR PLAN E SECTIONS r '"
NEW RIVER � 54 347765 447765 51TE 1 AND CITE 2 ROOMARINE F FRMNNG P
Nuw p �
258 JACKSONVILLE AIR STATION PS U MAIN(24 ATE �� x CML 55 4 7766 447766 ROOF SECTIONS
SECTIONS AND DET �,0 4 s E
(PROJECT LOCATION) '- c �U C1 434T736 447736 DIMEN510NAL LAYOUT PLAN - 51TE 1 56 43 767 447767 SITE 2 FLOOR PLAN AND FOUNDA N PLAN i
CURTIS RD c� C2 4347737 447737 GRADING E DRAINAGE PLAN! - 517E 1 57 434 66 447768 517E 1 AND SITE 2 - VAULT R PLMI u
C3 4347735 447738 UTILITIES E JOINT PLAN - 51TE 1 AND SECTIONS ti
CE/R7/S C4 4347739 •47739 FRO51ON CONTROL 4 5TORMWATER 68 434776 447769 MISCELLANEOUS SECTIONS f AILS
MIDWAY PARK EXISTING RO DETAILS - SITE 1 .+
- O PINEY GREEN r OETENTIO C5 4347740 44T740 DETAILS - SITE 1 E SITE 2
17 POND O C6 4347741 447741 PROFILE f DETAILS - 517E 1 I
DEIJOUTION AND DIMENSIONAL LAYOUT PLAN
1 ? C( ST Z C7 4347742 447742 51TE 2
m C8 4347743 447743 GRADIIJG AND DRAINAGE PLAN - SITE 2 PLUMBING
C9 4347744 447744 UTILITIES E JOINT PLAN - 51TE 2 P7 4347770 44777 GENERAL NOTES AN SYMBOLS
VERONA f - ti U`MP LEJEUNE Q7L 2� SITE 2 `y EROSION CONTROL E 5TORMWATER P2 4347771 447771 PLUMBING PINK - SITE 1 C 2/150METRILS V Z
CIO 4347745 447745 DETAILS - SITE 2 P3 4347772 447772 DETAILS AND 5C TICS 3 B
i _ p2 MARINE EASE 172 1( h N Cl t 4347746 447746 PROFILES - 51TE 2 P4 4347773 447773 HEDULE5. D NL5 AND SCHEMATICS s °C
C12 4347747 :47747 MI5CEIANEOUS DETAILS o 2! 0
U s
BACK �� MI I 3 d
O /•® 1 �43477
44774E BORING LOC6 - SI>ETNL9
1 434777a 447774 GENE OTES AND LEGENDS 5 =� i
2447749 BORING LOGS - 51 2 4347775 447775 MECHM' N- SCHEDULES y u
` 1 3447750 BORING LOCfi - SI 4347776 447776 MEC I FLOOR PLAN
t �L— >
q� ) 4447751 DOPING LOGS - SI 4 4347777 447777 ENLA ED ECHANICAL PLAN
DIXONATLANTIC / 5 4347776 447776 EN GED M HANICAL PLAN Z W Z
_ OCEAN SfTE 1 ROICC OFFICE IAIJD5CAPING 6 4347779 4477759 M HANICAL OTIONS j_ W o
210 `- (BLDG, AS-620) i 4347752 447752 LANDSCAPING PLAN 517E i 7 4347780 447760 OT WATER IEP11 G 5LHEIMTIL o m 4347753 447753 NDSCMING PVW 4347781 447781 TEAM VNUTLIITIE5 - SITE 1 —
SN _ 10 4347763 447/83 MECHANICAL DETN TIES - 517E 2 Z O�Z B
FERRY ARCHIT 11 4347764 44776 MECHANICAL DETAILS g FQO o
172 NEW RIVER INLET w
1 4347754 447754 FIN15H R SCHEDULES - 12 4347765 4477 5 MECFMMNCAL DETNL5 < m U Z
FOLK5TONE 13 4347766 44 86 MECHANICAL DETAILS �Z
51 i AND SI 2 <U�
ATLANTIC 4347756 447756 OR PLAN -SITE
AND SITE 2 ELECTRICAL w
OCEAN ��®��' n .�� 434775E:R7 447756 ROOF PLAN - 517E 1 517E 2 1 4347787 447767 ELECTRICAL 51 E I , NOTE5 E ABDREVIATION 5 Q h N
',tln1tl', 4 4347757 4477 ELEVATIONS NJD BUILDING LTION - 2 4347757 447766 ELECTRICAL SITE 1 UTILITY P
NORTH TOPSAIL SITE 1 AND SITE 2 3 43477 447759 ELECTRICAL SITE 2 UTILITY P 3 o UQ
BEACH 4347758 �477`.�8 WALL SECTIONS - SITE 1 AND 5 2 4 4347 0 447790 ELECTRICAL 61TE DETAILS z
6 43477 447759 ENLARGED TOILET E SHOWER RM. P 5 - 5 434 91 447791 EXTERIOR LIGHTING AND POWER P TE5
SITE 1 E SITE 2 -6 43 792 447792 POWER POLE PLATES J
7 7760 44T760 REFLECTED CEILING PLAN - 51TE 1 AND 5 2 tl
E `` E I V E 4347761 447761 DOOR t 'WINDOW DETAILS - 7 4 47794 447794 RISER G PLAN: A
n _ 347794 447794 LIGHTING PLAN: SITE 1 f 517E 2 /
D �I DIAGRAM /FIXNRE SCHEDULE
9 4347795 447795 INTERIOR LIGHTING PLATES „- 4477
AUG 0 51997 1 4347796 447796 POWER PLAN: 51TE 1 AND 51TE 2 / DETA p P_�
4347797 447797 PANEL SCHEDULES / ONE LINE DIAGRAM 705944175
�V�, 462470-94-0-4175
PROD # D F; /C'�ZOS OUAUTY CONTROL REVItl4 �4347733
saz4 Tl
wtr Are
8 7 I 6 5 4 3 2 )

LEGEND
SITE WORK (5HEET5 ci —i2) BUILDING MATERIALS DESIGNATION — a
EXISTING DESCRIPTION NEW E%15TING DESCRIPTIONNEW Eml EARTH SYMBOLS
a 90'+6�4 5PACE D
DEMOLITION AND REMOVAL ^ CRUSHED STONE COMMUNITY ROOM
LIGHTING STANDARD l CONCRETE ��2T g
AST TWO
O BUILDING ® STEEL FIRSTL DIGIT INDICATES DI CE INDICATE +^
INLET PROTECTION Q FLOOR NUMBER SPACE NUMBER E �
® WIiNDOW5 DOOR5
CONCRETE MA50NRY UNITS
SILT FENCE —TSF— DICI201
`�9 SPOT ELEVATION 50.9 BRICK
A LAST TWO
POST INDICATOR VALVE TYPE OR FIRSDIGITST DECAC LNIE —
___16., ELEVATION CONTOUR 15— e STONE DESIGNATE DOOR
THE FLOOR NUMBER
CONCRETE CURB POINT OF UTILITY CONNECTION � © ACOUSTICAL TILE
CONCRETE CURB AND CUTTER APPROXIMATE LIMITS OF F7� ROUGH WOOD PLANTS
1
%1ST ASPt
ASPHALT PAVEMENT ,. Py, EXISTING UTILITY DEMOLITION FINISH WOOD PLANT CODE I
I� ®
EXI5T CONC CONC _ PLYWOOD QUANTITY ° I+
CONCRETE PAVEMENT/SIDEWALK COMMENTS n c
LIMIT OF WORK LINE PLASTER OR GWB
11W.11�LL1f1 C
BATT OR FOAM INSULATION ELEVATION, SECTION, OR DETAIL SYMBOL o
—600 5D STORM MAN AND DIRECTION OF FLOW —600 5D—
-1 ® LETTER INDICATES
5_ SANITARY SEWER C DIRECTION OF FLOW —150 S — RIGID INSULATION NUMBER INDICATES k j�o
SECTION ELEVATION OR DETAIL ,
SHEET NVMBER WHERE ,.;o e
W— DOMESTIC WATER MAIN NOTE: FOR ELECTRICAL LEGEND AND COMPRESSIBLE FILLER a a
—200 W — OR DETAIL SE TAKEN AS :o
ABBREVIATIONS SEE SHEET El.
At A2 SHEET NUMBER WHERE r=W
—50 5TM— STEAM LINE —50 5TM— ELEVATION, SECTION,
#
NOTE: FOR MI.MECHANICAL LEGEND SEE o
� � SHEET M1. OR DETAIL 15 DRAWN y�
— VALVE IN BOX, MANHOLE OR VAULT —N— ADDITIONAL SHEET e
NOTE: FOR PLUMBING LEGEND SEE REFERENCES ��W i
SHEET Pl. i
HYDRANT ASSEMBLY, NOTED OR FHYD e
hy0 �rYO rc 5 < E
CO �
S-�o Cy-o-S CLEANOUT 1' J
i
� INTERIOR FINISHES LEGEND EXTERIOR FINI5HE5 LEGEND ��in• `_j_
' �1 MANHOLE Cl. tt „(
� STORM DRNN INLET STRUCTURE � SCHEDULE CODE AND ABBREVIATIONS FINISH CODES (CONYD.1 SITE t - DOUGIA55 ROAD
CONC, CONCRETE CERAMIC TILE: COPING -NUBELAR COATING BY GLIDDEN REDWOOD
BRK BRICK CT-1 ACCENT - AMERICAN OLEAN D29 01I5TYROSE PAINT - DOOR5/WIN00W E DOOR FRAME5/GUTTER/
t — UTILITY POLE, GUY AND ANCHOR CMU CONCRETE MASONRY UNIT BASE TILE - AMERICAN OLEAN D43 MANGO ICE DOWN5POUT5/LOUVER5: ; V z B
NAT NATURAL CT-2 ACCENT - AMERICAN OLEAN D46 WISTERIA - GLIDDEN - ZINC GRAY s
PT PAINT BASE TILE - AMERICAN OLEAN 026 WHITE 51OREFRONTS -BRU5HED ALUMINUM Q0
— 150 FM— FORCE MAIN —150 FM— GWB GYPSUM WALL BOARD CT-3 ACCENT - AMERICAN OLEAN D33 PLUM FIELD BRICK - CHEROKEE SANFORD 'RED BLEND' NO. 901 0 > I)p
VCT VINYL COMP051TION TILE BASE 11LE - AMERICAN OLEAN D11 GARDENIA MORTAR - GIANT IVORY - GIANT CEMENT COMPANY
JUNCTION MANHOLE RBR RUBBER CT-4 ACCENT - AMERICAN OLEAN 035 RAVEN ACCENT BRICK - 15ENHOUR - STYLE 8B7 SAVOY, MODULAR
ACT ACOUSTICAL CEILING TILE BASE TILE - AMERICAN OLEAN D14 STERLING WIRE CUT C =+OD-
WR WATER RESISTANT TINTED GLASS - GRAY q
(s)
SWALE 5WALE _WALE EXP EXPOSED TOILET PARTITION: y H
CT CERAh11C TILE PART1 5AJTANA 020 WHITE - SITE 1 L.)1 WOODS - �1 PART2 5ANTARJ, 120 MILITARY GRAY - 51TE 2 51TE 2 - CAMPBELL STREET m ZLU
FIN15HHCCODEDES PLASTIC LAM.: COPING -KYTNR 500 - 141 SANDSTONE o �O z
BORE LOCATION ® LAMA BASE LAMINATE - SITE 1 PAINT - DOORS/WINDOW F DOOR FRAMES/GUTTER/ U z�� w —
PAINT: WIL50WT 1573-60 FROSTY WHITE DOWN5POUT5/LOWERS:
P1-1 GLIDDEN 50BG 63/004 LAM B ACCENT LAMINATE - SITE 1 - KYNAR - 134 CADET GRAY II Z �
PT-2 GLIDDEN OOYY 74/053 WIL50WT 015-60 WINE15ERRY STOREFRONTS -CLEAR ANODIZED ALUMINUM g Z J
PT-3 GLIDDEN 30GC' 72/O76 LAM C BASE LAMINATE - SITE 2 FIELD BRICK - GHERDKEE SANFORD 'WHITE 5TANDARD' g ��O
PT-4 GLIDDEN 50YR 51/119 FACE Q)
PT-5 GLIDDEN 90BG 46/057 LAM D AACC�EI�I�ItyA3 TE --CO51TE 1f2JER WHITE MORTAR - GIANTARK GRAY - GIANKING, MOUNTAIN T CEMENT COMPANY
PT-6 GLIDDEN SOYR 38/169 WIL5014ART 1595-60 BLACK ACCENT BRICK - 15ENHOUR - STYLE 887 SAVOY, MODULAR
PT-7 GLIDDEN 90BG 25/079 LOCKER: WIRE CUT W .
L-1 SANTMJA 020 WHITE - SITE 1 TINTED GLA55 - GRAY g O>
VINYL TILE: L-2 SAJTANA 120 MILITARY GRAY - 517E 2 a uQ�
VCT A SACS TILE - SITE 1: ii Z
AKM5TRONC, 51929 SANDY BEACH BLINDS:
VCT B BASE TILE - 51TE 2: 13-1 FADER 0622 - 51TE 1
ARMSTRONG 51941 POLAR WHITE B-2 FADER 0615 - 51TE 2 R AVCT C AC 011J TILE - 51T 1:
ARM5IRONG 51943 CAYENNE RED NIX+E
VCT D ACCENT TILE - SITE 2: a . 44773.9
A.R1.10TRONG 51915 CIJARCOAL .+ P-506
.,.05944175
BASE:
BASE I ARM5IRONG 62 PEACH BLUSH IJ62470-94-B-4175
BA5E 2 ARMSTRONG 66 COOL GRAY
BA5E 3 ARMSTRONG 66 CLAY .�.K 4347735
BA5E 4 ARM51RO14G 63 SILVER GRAY
T3
8 7 I 6 5 4 3 I 2

I I I i i
j I Il
e
! TELEPHONE MANHOLE 5�.-- FH ETA 0+047.262 �\
I 5TA 0+028.950 5.947M LT BASELINE "A" ETA 0+091.440,
11.595 LT\ RAILROAD SPIKE
rETA 0+060.960, HAIL f IN GROUND p
I D15C IN PAVEMENT
9Z63 10.-541 B Swtif h a 4 y
o
5TA 0+057.402 OF DRNE -�--__ 10��
�i• ETA 0+030.460, NAIL 6 —�O;qB. �3.909 RT ��� 1 �049
DISC IN PAVEMENT _ I _ �oCJ_�J RD.- EX57 ASPHAL_--
O+� 5TA 0+029.778 MONITORING - LOW - 1
.�� 70 ETA 0+111.285 Cj GF DRNE
4 C WELL 0' 7.627 0.762 WIDE STRIPED 15.424 RT
�-_ AREA
_
- I 6.102 ETA 0+067.566 BL "A•
A pQ- 30.083 RT
n 5TA 0+045.420 5L `A`
WOODS
EXST PUMP STATION p y
x I �
i 1 1.524 EXST ABOVE GROUND FUEL TANK m $
L T894®, .. .
6.527 E� ° $
`. N , o BUILDING A54143 C
SIDEWALK
m d _ 7.63
SLIDE •.<
BENCHMARK:
BRA55 P15K IN TOP OF CONCRETE MONUMENT ` I N _ T094-2 g ( }� —LOW
AT SOUTHWEST STREET,
CORNER OF DOUGIA55 ROAD
t CANAL STREET, STATION PW 5 Z 1 / 19.80 ,"' �ti HIM o
EL = 6724 METERS, NGJD o a? ETA 0+094.925 8L A
'LONG. WHEEL 45.343 RT
SURVEY BY HAYES, SEAY, MATTERN 4 VATTERN, INC. 1 - SiOP(TYP) -
ORIGINAL SURVEY DATED DULY, 1994 m ���- 6.102 7627:. -6102 P 506 SEE NOTE 7 \ Ngw 9 1
REVISED EUFi'VEY DATED JUNE, 1996 1 @p @p a _
1 - ARMAMENT3 B50 / w i• 4 § €
1 SHOP 18154 �� � o
,�EX Oi
1 ALL EXISTlN6 UTILITY LOCATIONS c INVERTS ARE 1 E(TYP)5 TB94-�3 SEE NOTE 7 -f t
APPROXIMATE CONTRACTOR EHALL VERI-Y
ALL LOCATIONS 4 INVERTS PRIOR TO BEGINUING ' f ~
WORK 4 SHALL BE RFSFON515Lc FOR ANY AND ALL DAMAGE5 -• '- _ "STA 91 543 BL `A` 1
THAT RESULT FROM H15 FAILURE TO EXACTLY LOCA c AND 1 1 I / r - .t _ + TB94 4 '71 323 RT
PROTECT ANY AND ALL UTILITIES.
38� f WOODS B
2. FOR UTILITY WATER 4 SEWER LOCATIONS SEE SHEET C3 1 / E.: y ' - 5TA 61 199 BL "A' I n g i
SEE ELECTRICAL SHEET E2 FOR ELECTRICAL UTILITY LOCATIONS, T ' -+� . 3
SEE MECHANICAL SHEETS FOR STEAM LOCATIONS.
3. DIMENSIONS t GR CATION ADING ELEVATIONS ARE SHOWN IN UNITS 1 1 I i MILVAN r n OIL/WATER SEPARATOR J "� oZeNO
OF METERS ON PLAN. DIMENSIONS ARE SHOWN IN UNITS OF i 7 (NOT IN /{1 ��j �' _ a--
MILLIMETERS ON DETAILS UNL.E66 OTHERWISE NOTED.
F z=d
4. SEE SHEET C5 FOR PAVING SECTION 5 SIDEWALK DETAIL.
(CONCRETE PAVING) \ /
5. SEE SHEET T3 FOR SITE WORK LEGEND. LLj
70.1001
6, SEE SHEET A2 FOR PIPE BOLLARD DETAILS.
7.-THERE_ARE NO EXISTING WETLA IY--ON_51TE! A=
PH 5TA 0+047.262 _
z o 5 -
1 / ��Z
5.947M Li BASELINE `A 3.650 ✓I DIMENSIONAL LAYOUT PLAN a ��o J
.O 5TA 0+060.960, NAIL 4 �� C,gTE •X ` / wZV o
6s•as'o' 1 .._1 �o> o J 16.154 SITE 1
DISC IN PAVEMENT \ 74.58 51 <Q w
IMF
603924 22°42:5 t060•g6 \ 1 STORM WATER DETENTION PONDs��
8TA 0 \ SEE SHEET C4
31 279M 13.960 ��`� `` w
2 �\ X �`b7>v1`� s
C 1.704M80,
,u
/ 6 AS NOTED 5TA 0+030.460 \ IIT42'35" ' / _!_ w 44 36 0
5TA 0+030.4ME NAI w P-506
DISC IN PAVEMEM \ ETA 0+029.716 \ / 105'1'9" / / GRAPHIC SCALE -���. >�-05944175 1.524M RT l m~
150.17'25" 1500 6000 N62470-94-B-4175
BASELINE ILA° REFERENCE POIN15 DETAIL �� < 46.131 + ' i 3000 0 30001 12000
�� a -.rd.L� 4347736
NO SCALE i ( 1 3D0
_ X_
4.670 li
8 7 6 5 4 1 3 2

i @g
Sth!
CONSTRUCT 15 M LONG C2 C10
TEMPORARY GRAVEL
1;
CONSTRUCTION ENTRANCE
\\c5p,\
rJ SEE 6H 610 (2 PLACES) �, \ D
MTCH FINAL PAVING 20 V � TO EXISTING PAVING INV EL 6.300 -
A.� z
I� — ° INV EL 6200
510 tl[)OUGG6p R�' U � C2 Cl PLACE 25 50UARE METERS
HALT) /--7077. 940 Of RIP-RAP AT BOTH
+ 07 ��T�\ a 38 ENDS OF PIPE.
1
FENCE OR I I ❑ SWALE /A abOE ��K J
GATE POST �FASRIC " T �g�1 \ 1 1 ,yi sw, 6.71
u �y�p
y�"t, 7.J15
GONG PAVING O : 1 A i °1O
�d jl
' GRADE111,jI�� / zolo v t. o>,
' CM EL 7 060
srA o+oa3 06 g
f,l ylJ lli L J dv E 11 O \ EXCT��
III I r�'�qSIDEWALK > , A PUMP • a ep g
'< STATION
�7
ll l�pt I I
II�1�111 IL I _ 1ji m
MIN. ����1 0 6p/ 90'
FABRIC
FENCE ORap 1 4 71
1i \ \
GAZE POST o IIII �� �d 7.450 Nv CB-2 7.070
taWo
7.ropp _ _- 6TA 0+55.93 LINE A) s
GONG PAVING —150 Zy \I RIM EL 7.165 \ 6 eo N
OU751DE AD.lACEM -.5TA 0+0620 o P-506
PAVING Illlpllil I m RIM
PE710BO/ + On ARMAMENT 10.660. o —
I y II II11tljl SHOP 1. p
1 �t` 1 FF EL 7.500
Ili 1 11 Gq ® 7.315 731
17.100AQO�, 7
i 7 450 Ba 34 39" V I l�
666pMMM,IjIAL,I 7.010
305 WP r 4 aQ 55 25 59 CB t'_ \ /
B
Illl'{III\III i \. J731 31
" Ilhl i r_-.t RlYPEE� 7230 = OIL/WATER SEF;RMTOR ;� ; O FENCE P06T DETAILS lytp` ❑N
If
dt1\t111 - �1 DROP INLET .
.SEDIMENTATION
tA1 I 'PRO RIM EL 7 2W
TECTOR
P•1I11�1 TWE.I
II111\III, .(TIP) SEE SHEET C10 -RIDGE i o 1-V z
NOTES Oil,\1w LINE \ ' o wo
CONCRETE PAVING / COL
1. DIMEN510N5 t GRADING ELEVATIONS ARE SHOWN 1\.\�\\\ \ SEE 5H C3 V ��
IN UNITS OF METERS ON PIA". DIMENSIONS ARE SHOWN \\\\\\��\ RIM EL 7,230 r zo
IN UNITS OF MILLIMETERS ON DETAIf.S. \� \\\ �O m �3.66 TYPE I z 1=oz o
Vvv 7.3; A C-ATE sTA o�o0 5 Q O
2, SEE SHEET C4 FOR STORM WATER
DETENTION BASIN GRADING. ,��\\\`\ i QAa 7.0\O
vg,AAv� 5.61O 0 K p3
D ENTI ATER t €
B Ay�Y I- -c15 DETENTION BA61N
C2 C70 \\-.�J7J ) SEE 5H C4 C2 C4 m \_ z 4yl ar\\ 450 6D,
OUTLET STRUCTURE SEE SHEET C4
GRAPHIC SCALE :n 4773D7
0
-11 1500 01 417
GRADING AND DRAINAGE PLAN ��` L__ 3°DD ° 3000 2O°0 ��D5944,75
zolo j _
N62470-94-8-�4175
7.3 15 7.315
�- 35� 5347737SITE 1 71 200 0 2004006005001000 2000
8 7 6 � 4 3 2
77nR 11 rn7no A11107 I111 r ArAn uvc OI nr "A'c 1.7 rOOnvorr. nnAIC

W5TORM
00 2000 2-10M 6 1
J 200 C4 C4 4
100 I TOP WEIR ELEVATION 250 X X x R
5,334 5. 10 INLET ATER
ORECAST PRECASTNBOX MANHOLE i/ >*`n %� , :� 7.010INLET
y . x x
150
EDGE OF VEGETATIVE 6H031
10M®300 EW, MID 5.334 D
OUTLET STRU�RE O 4.W F 15OX150 150W29%W29SECTION �� 6 .115 7.300 FOREPOND 0 C4 C4 --_--- _--- 2.160 U x
DRAINAGE LINE SCALE: 1:20 C4 C4 'A
PLAN TYPE II CATCH BASIN �E� vFOREPOND v 3.�0 E, T
C4 C4
SCALE : 1:20 C4 C4 5.000
NOT 1.ES ° 4 3 PERMMIENT POOL LEVEL
STRUCTURE SHOWN 15 TYPICAL ICAL FOR TYPE CATCH BASINS
2. DIMEN510N5 ARE SHOWN IN MILLIMETERS 800{ -- — ---- ----------- --- - o TOP OF BERM TOP OF BANK
ao0 x I x
TOP OF GROUND 1 !.
7CLR
GROUT1TOP TO TOE OF SLOPE 5TORM WATER DETENTION BASIN PLANPRECAST REINF gI SCALE. 1:300
00NC MANHOLE PONDi
FENCE125 1T212P0 C4 C4P�N FENCE
ti W c
z F
/\ - o 0
DETENTION BA51N FOREPOND WEIR / TOP OFBANKsE�
L20 4 C 11 EL 5OF 1 I �
INVERT SEE PLANS EL 4.830 3 1 iE.. TOP OF POOL 5 4,115EDGE a a
79: n '*:"?, wl•nSar3en_. o _ VEGETATIVE 6 1� -' BOTTOM OF POOL o 150 POROUS FILL BSOX1150 REINFORCED PREC157 SHELF 3 "s° o
5ECTION � SEE NOTE 1 ` ` �"
9� BOX WITH 850X1150 GRATING u
NOTE 2 BELOW }
SCALE: 1:20 C4 C4 EL 5.610 <e
P
ERMANENT POOL DETENTION BA51N, TYPICAL SECTION
BEGIN VEGETATIVE SHELF �_ EL 5.334 NO SCALE C4 C4 16
BOO GRADE STAIRS ® 300
200 12 BLIND FLANGE W/
EL. 5,610 70M COW 1 ORIFICE PLATE CL EL 5.100
EL. 5.334
%VWF 15OX150 6 10MO300 EW, MID 3
W2 9XW2 9 o4.115
1 4 3 �� omm �171�V1 'Vp�'p 5
3 F � 28`T 7M_OF 450mm DIA GROUND EL 4.1151 _ I� =��? ® 6.76% _ 'zLlj����''VLI. �� $ 3 U
2145 /� �i I'-j�Ul�, U71 9 c z
,2.•Ci,.� i w' nO4 $ sot B
3.50
150 POROUS FILL 2�
150mm ` ° ° `-GROUT A5 REQUIRED
FOR INVERT '� Y �In
NOTE: 5UB THICKNE55 15 150. -150 POROUS FILL 310 2 200 zp�
Y �H
NTSSECTION D42C4 NOTES: 2: oFFSE DIP
UALVE/P 45* BEND ENETRA ON fii ORIFlCEDPE EERA ON ORIFICE 3DRILLED IN CENTER OF BLIND FLWCE RIP— RAP OUTLET PLAN } o zl
3. GROUT PENETRATIONS WATERTIGHT. SCALE: 1:40 C2 C4 0 :2
OUTLET STRUCTURE 5ECTION /� �300 THICKNE55 RIP- oz
RAP z �ozZ —
SCALE 1:20 C4 C4 g Q p
FINISHED GRADE
EL 7.01 PERMANENT POOL LEVEL amHr o80
EL 6.401 FILTER FABRIC �
C € �� z
EXST GROUND UNE C4 L4 5ECTION �s� tig <� o
28.170 of 450 mm Gia. ® 0.76% SCALE: L40 C4 C4 § t w
EXST EL 3.658 WV EL 3.900 . IM/ PIPE BOX 4.115 5$
OUTLET STRUCTURE GRAPHIC SCALE5 A
B 400 0 400 800 12001600 20M 4000 eMa47739 0
40
Da D,D 5ECTION OF DETENTION BASIN OUTLET 200 0 200 a 60o N0 1000 20W
5cn E: laoo 1c4 1 zo
N62470-94-5-4175
1500 6000
3000 O 3000 12000 � 4347739
6FS�
1 : 300 C4
8 7 6 I 5 4 I 3 I 2 1 1

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BITUMINOUS PAVING SIDEWALK SLOPE PER PLAN PORIUND CEMENT CONCRETE PAVEMENT P
fiUMINOU5 PAVEMENT
COMPACTED BA5E COURSE 6Vry� f 5 100 a
COMPACTED BASE COURSE iiii �"L7 U , J 'l �..(J"U.Q(7��1. / VV "
70 pOC UO�O �P t 150 �w ���iv 305
i- COMPACTED •.. /\\
✓, /'� /�/V A/ /vi�/A/� V '✓v�� <!VV!�Z���/.. . .�lA. COMPACTED BA5E COURSE r
COMPACTED SUBGRADE (,! JVr I" ✓( UV! irk
5UBGRADE .Ti i n.i. .,�i .� �.?q�"� '•-'i�..�o
TYPICAL SECTION — BITUMINOUS PAVEMENT TYPICAL 51DEWALK SECTION I 5,��E ~ `
NO SCALE NO 5C:ALE NOTE: FEE SHEET C9 FOR JOINT DETAILS. D
TYPICAL SECTION — CONCRETE PAVEMENT N
NO SCALE
1000 ��
40 a SCHEDULE
PMEE
40 0 SCHEDULE 80 40 ALUM. RAILS
ALUM. POST
150 5
150 5 (5NE 1) 313 MN T�E X150X150 750X150%150 315 MN ( MAXTEE
c5 c5 yy p
- c WELD & GRIND '�
SMOOTH � � p
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ET NOTEWELD NECK FLANGES ANCHORED WITH 4-100 S.S. EPDXY2 BANDSOF CHAIN t HOOK 1000 LENGTH ANCHORS k1TH PULL OUT CAPACITY OF 4 KIPS FOR EACH �"ANCHOR.
e
HANDRAIL DETAIL
51E 2 OIL/WATER SEPARATOR PLAN _ € s —
°� SCALE: 1 : 20 rc 4 Y's F
j
Top
EL 7.000f AT 517E t GONG OF L EL 5,940 AT 517E 2�
GRADE EL 5.790t AT SITE 2�
$ � B
s o i cfl
NOTES: LO
i t.ALL ELEVATIONS ARE IN UNITS OF METERS. _ Z'O
2-15M (TYP) DIMEN61ON5 ARE SHOWN IN UNITS OF =_
TMILLIMETERS ON DETAILS. N�
1.22M REINFORCED PRECAST M.N. 1 2.SEE SHEET 51 FOR EQUNALEM METRIC £Z0 HCJ m
1, 150 REINFORCING BARS. to Z� ..
III-III" GROUT -III 1�) 150 �) III-I - 3 NOTES.
51 FOR GENERAL STRUCTURAL o �� m
WATERTIGHT • �- -III-
15MV300 EWE MID (TYP) 203 =III-I F-
o —
Ll
-I 150 Z F DL Z i
_ -III _ \ I OUTFLOW a m¢O vJ
------ o "- "-a150)
EL 6.200 AT 51TE 1 ZU_ _ _-.- EL 5.950 AT-SITE I- __-EL 4.990 AT SITE 2 50 5 EL 5.520 AT 517E 1BOTTOM SEPf EL 4.310 AT SITE 2 150 S SOT
GRAPHIC SCALE =EL 6.250 AT SITE 1 ���r ���R STOP(TYP) 1r�PIPE INV 15M®300 EW, TtB 5 F zEL 5.040 AT 517E 2� �WATER STOP (TYP] - ° (�) � Y &
' 200 0 200 400 600 D00 1000 20J0
150 POROUS FILL ° - - • °
c EL 6.020 AT 517E 1 �AS r+�re0
U( PIPE 1NV EL 4.950 AT SITE 2
EL 6.240 AT 517E t OG QOV QO�� 1. �aa7740
PIPE INV{EL 5.030 AT SITE 2 )0(�`J��PnihnOnOr-(10(���nnPn��1�C 11�nn0i 1�=OOnOn nO rvf` -�300 POROUS FILL P-�
n 05944175
SECTION �12470-94-8-4,75
43A7740
SCALE: 1 20 CS GS 6 6 M
C5
8 7 6 5 4 3 2 11