SW7101202_APPROVED PLANS_20101221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW yZ&I1,0A
DOC TYPE
❑ CURRENT PERMIT
P2VAPPROVED PLANS
`❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE20
��,
YYYYMMDD

MOON PROJECT P'141 MARINE CORPS AIR STATION
a
EMS,FIRE VEHICLE FACILITY CHERRY POINT, NC g
IX
eHFF-r wnFx• ABBREVIATIONS DESIGN TEAM: Ea.
NAME OF PROJECT: EMS/Fire Vehicle Facility
Project Address, F Street
Offices, Apparatus Bay,
and ZIP: Cherry Point, NC 27808
Proposal Use: Dormitor
Owner/Agent: NAVFAC/ Kevin Hanna
Contact Persian: Kevin Kane, Architect
Phone: [phone] Fax: [phone]
Phone: [phone] Fooc 919-755-1771
E-mail: ksvin.honnaOnavy.mil
E-mail: kkaneOdaviskone.com
Lead Design Profeesjonal: Kevin Kane
Designer
Designer/ Firm
L'Nxnse
Contact Info
Architectural
Kevin M. Kane
5698
PH: 9197833-3737
FX: 919- 755-1771
Davis Kane Architects, PA
kkane®daviskone.com
Site/C•iv8
George Finch
375
PH: 919-833-1212
FX: 919-834-3203
George Finch, Boney and Associates
gfinchOgfbo.net
Electrical
James Derek Ham
James
31466
PH: 919-778-9064
919-- 778- 9069
En -Tech Engineering
dhom®en tech-pme. cam
Fge Algyyn
Buford Lovett
16616
PH; 704-545-8383
X: 704-545-2483
Lovett Consultants, PLLC
blovettOlovettacom
Plumbing
Benny Rollins
Y
12641
PH: 919-778-9064
FX: 919- 778- 9069
En -Tech Engineering
broil in sOentech-pme.com
Mechanical
BennyRollins
12641
PH: 919-778-9064
FX: 919- 778- 9069
En -Tech Engineering
brollins®en tech-pme.com
-
Sprinkler/ Standpipe
Buford Lovett
16616
PH: 919-545-8383
FX: 919-545-2483
Lovett Consultants, PLLC
_
blovett®lovettc.com
PH: 919-782--1833
Structural
Anna L ch
035055
FX: 919- 782- 7630
Stroud, Pence and Associates u
alynch*stroudpence.com
Life Safety
Buford Lovett
16616
PH: 704-545-8383
FX: 704-545-2483
Lovett Consultants, PLLC
blovett®lovettacom
Pull COIiiT
NCPC TABLE 403.1
AREA USE CATEGORY
61
9>
�
2
Amy A-3
56
SO
50
2B
28
.3
0
.2
.5
.2
0.0
0.1
Buainmes
23
50
50
12
12
.5
0
.2
.5
.2
a0
0.2
Residential R-2
26
50
50
13
13
1.3
0
1.3
1.3
1.3
13
1.0
Suxage S-2
28
50
50
14
14
0.3
0
0.3
0.3
0.3
0.0
O.0
TOTAL IDOURES FOR YAlFS
3
1
2(8
TOTAL FIXTURES FOR FEMALES
3
4
TOTAL F1XMl5 FOR ALL
2
2 3
' -
Aabove finish floor MIN minimum
FT
PLUMBING, MECHANICAL,
W
1H
r`
ACT acoustical tile MISC miscellaneous
D
TITLE SHEETS: FIRE ALARM
ADJ adjacent MVBL moveable
CLIENT: AND ELECTRICAL ENGINEER:
U
Z
T-101 BUILDING CODE SUMMARY; VICINITY MAP, SHEET INDEX FA-101 OVERALL FIRE ALARM DEVICE PLAN
ALUM duminum
AB anchor bolt NOi nominal
c
LS-1 LIFE SAFETY GENERAL NOTES FA-201 FIRE ALARM DETAILS
ANOD anodized NIC not in contract
NAVFAC En -tech Engineering
N
LS-2 LIFE SAFETY FLOOR PLAN FA-301 FIRE ALARM NOTES AND LEGEND
APPROX approximate Nis not to scale
ARCH architectural Gc on center
Cherry Point, North Carolina Goldsboro, North Carolina
K
a
LANDSCAPE: SPECIAL SYSTEMS
BSMT basement OPNG opening
MG beo;ngg OPP opposite
Contact: Kevin Hanna Contact: Benny Rollins
�
N
C-101 EXISTING CONDTIONS SS-101 OVERALL SECURITY SYSTEM DEVICE PLAN
BID bid alternate DD outside diamete
BD board OF outside face
757-322-4143 p: 919-778-9064, f: 919-778-9069
C-102 EXISTING CONDITIONS SCHEDULES AND NOTES SS-102 ENLARGED SPECIAL SYSTEM PLANS
DETAILS
BOT bottom Ol overhang
BLDG building OHO over head
p'
email: brollins®entech- me.com
email: kevin.hannoOnavy.mii P
C-201 SITE DEMOLITION PLAN SS-201 SPECIAL SYSTEM
C-202 SITE STAKING PLAN SS-202 SPECIAL SYSTEM DEVICES
CPT carpet PLANplastic laminate
Pot( )
G coot iron PTN
FIRE PROTECTION DESIGNER
partition
CLG PT pp Mt
C-203 SITE ATFP PLAN
C-204 GRADING PLAN
ceiling
CT ceramic tine PLYWD plywood
GENERAL CONTRACTOR: OF RECORD
'
PVC pdywnyl
<
i
C-205 STORMWATER AND EROSION CONTROL PLAN
noutclassroom
sq. ft.
CO dean out PSF pounds/ sq. ft.
00 clean
PSI in.
C-206 UTILITY PLAN
poundsertyQ.
COL column PROP propCLR clew
Chovl% Inc. Lovett Consultants. PLLC
: ,I
C-207 SITE'OUTLET DRAINAGE AREAS
CO4C concrete
CMU coca mosatry unit CITY quantity
Maxton, Mint Hill, North Carolina
North Carolina
_
v
C-208 TRAFFIC SIGNAL DESIGN *r STREET PLAN
CO45T conetructknn OT quarry tile
CM construction manager
Contact: Fitz Chavis Contact: Buford M. Lovett
i „
-
C-209 TRAFFIC SIGNAL METAL POLE PLAN
C-301 SITE DETAILS
CONT continuous R radius
CJ control joint REF reference
910-369-4518, f: 910-369-4559 p: 704-545-8383, f: 704-545-2483
WK
r
CSK counter sunk REINF reinforcing(e)
p:
C-302 SITE DETAILS
REDO required
email: fitZ.chavis®Chavisinc.com email: blovett0ovettc.com
C-303 SITE DETAILS
DEPT department RA return air
DET detail REV rsvlsion(s), revised
C-304 SITE DETAILS
DIA diameter REBAR steel ranforc._bara
C-305 JOINING DIAGRAM
DIM dimenalm RD roof drain
DS down spout ROIL roof drain loader
RM room
GENERAL SUBCONTRACTOR:
L-101 LANDSCAPE PLAN
DWG drawing
RB rubber base
Eeach
1L
ARCHITECTURAL:
ELL EC electric SECT section
SS service sink
Barnhill Contracting Company
�`Zti
BEg ,
A-100 KEY SHEET & UL DETAILS
EWC elec. water cooler
EL elevation stir sheet
Raleigh, North Carolina
A-101 BUILDING FLOOR PLAN
ELEV elevator SIM simile
EO equal SC solid core
Contact: Gail Susan
�ba
m 5898
A-102 REFLECTED CEILING PLAN
EQUIP eeqquipment SPEC specification(s)
EXIST exMIngSPKLR Winkle
919-785-9167, f: 919-781-5348
A-103 ROOF PLAN
EJ expansion joint SF square feet
p:
A-104 FURNITURE, FIXTURES & EQUIPMENT
EJC expansion joint cover SO IN square inch
ansiSTD standard
email: gsuson®barnhillGontracting.com
A-105 FINISH PLAN
EXP exposed
EXT exterior STL steel
C'
C
STOR storage
�.
IGH
A-201 ELEVATIONS
FOC face of concrete STRUCT structural
A-202 ELEVATIONS
Ntfinish of masonry SDI suapeidc�'
ARCHITECT:
sEnl
A-301 BUILDING SECTIONS
FFE finished flow elev. TEL telephone
FE fire extinguisher THRES threshold
A-302 BUILDING SECTIONS FLR flow TOM top of masonry Davis Kane Arc hiteel P.A.
s
ENERGY SUMMARY
ENERGY REQUIREMENTS
A-303 WALL SECTIONS
A-304 WALL SEC110NS
FD flow drain TOS top of steel
FLUOR fluorescent TyP typical
FTG footingUPS
Raleigh, North Carolina
,b
The following data shall be considered minimum and any special attributes, required to
the
FIND foundation power supply
unless
Contact: Kevin Kane, Project Architect
meet the energy code once also be provided. Each Designer shell furnish required
If budget
A-305 WALL SECTIONS
DOM otherwise
GALV galvanizes ua4 aalesa otnerwiee noted
portions of the project information for the plan data ehwL energy cost
rtwthoQ state the annual energy coot budget ve allowable annual energy cost budget
A-306 WALL SECTIONS
GA gauge VCT vinyl composition toe
p• 919-833-3737, f' 919-755-1771
> SE
THERMAL ENVELOPE
A-307 WALL DETAILS
GC general contract(or) VERT vertical
OIL glass
VB vinyl base
email: kkane®doviskone.com
*'
P
Method of C flenw:
mP
A-308 WALL DETAILS
A-309 WALL DETAILS
glazing
GWB/GYP BD gypsum board WWF welded wire fabric
N.C.
X ara.a wJ Am
MIryyAli mesh
o
Qrtwmill
Parkenanoa Q Fnwer Cal eueH
A-310 WINDOW & DOOR DETAILS
HD hea y duty TAT ter all e
HT height y WIC ware daeet
LANDSCAPE ARCHITECT:
Roof/ Calling Assembly ("oh aseeaWyt
A-311 WINDOW & DOOR DETAILS
HM hollow metal WG I I
A/E INFO
Ras/aMb9 AesemalY teodh armMY A-401 ENLARGED PLANS & INTERIOR ELEVATIONS HORIZ horizontal w re gas
Standing awn, msd er. s/s" shoo vartA not w:rsl A-402 ENLARGED PLANS &INTERIOR ELEVATIONS HB hose bibb W/ with
hwalaewn eraam r/t' all aaae and S�rgid h•ubW a, WD weed George Flneh BOn"y Assoc. APPaNFD
over nwtd root dank and atad be Jokkn A-601 CASEWORK DETAILS ID inside diameter WB wood base
STRUCTURAL DESIGN u-vdM a told awamMy.. .054 (LTM - 18.5) Raleigh, North Carolinu
-- R-vdw a Mrolaaah is A-602 CASEWORK DETAILS IF inside face
DESIGN LOADS Skylights In each anenblY . INSl1L insulation APPROVED
Importance Factors Wind I 1.15 _ Fkterlar Ware (sod, aewnM Z A-701 DOOR SCHEDULE, WINDOW SCHEDULE, DETAILS MT interior Contact: George Finch NORTH CAROLINA ENVIRONMENTAL
Snow fle _ 9.1 3 s/e' break 2' a4 peas. Ti flow Na d'em, tY u u _ 0.072 KPL kickplate , MANAGEMENT COMMISSION _ \ FOR CO
919-833-1212 f: 919-834-3203 MMAND N A
Seismic 01 _ 1.5 u-vow a teed Insulation assembly 10 STRUCTURAL: p
R-vow a told DIVISION OF WATER OUAUTY Acewly
Live Loads: Roof 20 pef 3 5/9' alai. Y air apace. 2' rieid Insulation, r GMU STR-001 GENERAL NOTES LAM laboratory to email: gfinch®gfba.ra.:i -
Mezzanine vet u-vaa. a tad aeeenMy ao74 LAN laminate ` `_.�, , FINAL DESIGN
MeSlozzanine
_�QO pof R-Yalw a totalinsulan 0. STR-002 GENERAL NOTES LAV lavatory
---
LVR louver
STR-101 FOUNDATION PLAN LPT low point J (= ` 11 12 1O
Ground Snow Load: pal' STRUCTURAL ENGINEER SATISFACTORY aATE
3 5/s' brlcu. Y ah epees. Y rlgM, meld .ae w/out STR-102 ROOF FRAMING PLAN MH manhole SICm'%:. P@fig NO
M079 SYR-201 TRUSS DETAILS MFR manufacture(r)
DES DRW $O CH K KO
Wind Load: Basic Wind Speed 1211 mph (ASCE-7) D Vdt+e of told Insulation
10 MBL marble EXPRESS
Exposure Category C R-vase a fneulatian STR-301 SECTIONS NOS masonry ? a a.8 PROJECT MANAGER
Stroud. Pence and Associates
NO masonry opening BRANCH ahNACEfl
Wend Base Sows (for MWFRS) V. - 60 KIPS Vy - 130 KIPS 3 ev'r MUM Y or epos, 2' rel ld, metal suds w/ "awn STR-302 SECTIONS MATL material h C ! I i ! � i S, li
board a teal *"way ease STR-501 TYPICAL DETAILS MAX maximum Raleigh, North Carolina L,, CHIEF ENG/ARCH KEVIN M. KANE
MECH mechanical
SEISFAC DESIGN CATEGORY ❑ A ❑ 8 ®C ❑ D R-VWM of insulation - -70 S7R-502 TYPICAL DETAILS MTL, metal Contact: Anna Lynch
Provide the following Seismic Design Parameters Opw*W (�� or won, ash 9�oBi MR moisture resistant nt r 1.7 ..<
STR-50 TYPICAL DETAILS o ` e, j
Spectral R Category (Table 180b5) ❑ I ❑ N ❑ 111 ®IV u_ynni a assembly B
Spectral Response Acceleration Be 16.0 Rg S;_ 7 D xg Storf* m Tnen'd B'°dr Single """g _ •y sTR-504 TYPICAL DETAILS a 919-782-@ stro f: nco.co 2- - z
Site Classification D ® Field Test ❑ Presumptive ❑ Historical Data Lamkwadt seam r/Pve .030 ! 1/Y as pee. summer a28 email: alynch®stroudpenc�.com 2 s
Basic structural system (check ale) sister M31 PLUMBING:
_1L-_Bearing Wall _Dual w/ Special Moment Frame shodaidw't .... 0.37 O �5
___Building Frame _Dual w/ intermediate R/C or Special Steil Projection,;r",pp get P-101 OVERALL PLUMBING PLAN (DWV) U a Z
Moment Frame _ Inverted Pendulum Door R-Volum (Externs MOW s P-102 OVERALL PLUMBING PLAN (WATER & CA) SYMBOL LEGEND VICINITY MAP: z
Seismic Base She Vg- 105 KIPS ._ Vy- 105 KIPS Doan R-Values - rdl up doe 7.35 r } X
Andyas Procedure Simplified ._Equivalent Lateral Force .-Modal vices apoent to unanditimea space (soda "" MY) P-103 ENLARGED PLUMBING PUNS (DWV) `i
in
Arohitecturd, Mechanical, Components anchored? _NO_.- P-104 ENLARGED PLUMBING PLANS (WATER & CA) w I Z
LATERAL DESIGN CONTROL, Earthquake Vx Wind Vv aims was grade (each wambly) ROOM / AREAS 1 � UC? Z � = J Z
N/A P-201 PLUMBING RISER
SOIL BEARING CAPACITIES e w yr
Flaee oar unandiliaaed apace (each orawnMY) t ,
Fled Test (provide copy of test repot) psf N/A P-202 PLUMBING RISER O WINDOW TYPE �' - w U U w
Presumptive Bearing capacity Psf neon elan anod grade P-301 PLUMBING DETAILS F
Pile size, typo, and Capacity U-Vdw a total a..wdxy
R-Vol"Ir Insulation M/A P-302 PLUMBING DETAILS Q- WALL PARTITIONS p° . s L t1-
U-Rehearsed
a � osee°My ........ ........set P-303 PLUMBING DETAILS J
dab
�m W a
R-VAM oflnokillm M/A P-401 PLUMBING FIXTURE SCHEDULE AND LEGEND O DDOORS --- > V Q
P-402 PLUMBING SCHEDULE AND NOTES KEY NOTE \ z Z V
FIRE PROTECTION: O SITE Q
FP-100 FIRE PROTECTION PIPING PLAN O MISCELLANEOUS � _.m°=�;/* 6yj � - . IJ- W Z
Q
MECHANICAL: 101OVERALL MECHANICAL DUCT PLAN (SUPPLY & RETURN AIR) e O °° W >
M-102 OVERALL ME04ANICAL PIPING PLAN (EXHAUST & OUTSIDE AIR) ELEVATION U �- a w
M-103 OVERALL MECHANICAL PIPING PLAN Ti7" / %� - LL
_
M-104 ENLARGED MECHANICAL PLANS -
m - O ''p^y
M-105 MECHANICAL SITE PLAN EXTERIOR ELEVATIONS ®®��
M-201 MECHANICAL FLOW DIAGRAMS
/� o
M-301 MECHANICAL DETAILS -`� CENTERLINE OF COLUMN +m® �y\\ ��, �/ Z c~ W W
M-302 MECHANICAL DETAILS o v • G� e O '" (-� 4
M-303 MECHANICAL DETAILS SECTIONS //j [ ° W C d' 0
M-401 MECHANICAL SCHEDULE & NOTES ^ - /
M-402 MECHANICAL SCHEDULES V V < r
o Of
ELECTRICAL: / DETAIL //
SE-001 ELECTRICAL SITEC GJ
PLAN 4�
I �_ CD
E-101 OVERALL ELECTRICAL POWER AND RECEPTACLE
E PLAN m
E-102 OVERALL ELECTRICAL LIGHTING PLAN ,,. �! / < � � ° MJ 0 d NORTH ARROW
E-103 ENLARGED ELECTRICAL PLANS
E-104 LIGHTENING PROTECTION PLAN TEMPERED GLASS
� O = �
O TEMPERED t71../LSS \ m SCALE.NTS
E-201 ELECTRICAL DETAILS
E-202 ELECTRICAL DETAILS O I I - CONSTR.
. NO.: O. 529348
E-203 ELECTRICAL DETAILS L LAMINATED, INSULATED GLASS ' NOT TO SCALE consTR. aoN0 -
E-204 ELECTRICAL DETAILS r�I�tp - N40085-10-C-5319
E-301 ELECTRICAL RISER, LOAD SUMMARY & LEGEND 1 ,WVLATED WIRE GLASS was, NAVFAC DRAWING NO.
E-302 ELECTRICAL PANEL SCHEDULES ELEVATIONS ONLY) 12580822 -
E-401 ELECTRICAL LIGHTING SCHEDULE & NOTES FINAL DESIGN SET NO. SHEET 1 OF 97
INTERIOR ELEVATIONS T-101

C
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�
ygx�ky0 ��x�k�j1 ,��jgxoiyl
tik
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TBM ELEV. = CONTROL POINT
P.K_WI-L -- --------
N = 427,823.88
T0.& -F�j• M1� a+ 6 f.� E = 2,629,426.65 Q1
19 F�k• 6 ELEV. = 24.05
1k' �1x1
x
x1k� k\1 x 1k�1
x01 �k\ °
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2 1 VICINITY MAP
NOT TO SCALE
1 9 k C
SEAL
tik' g _ gf lba
bflC Pbl114rg • 1OMKVC2 dCINlGINR
GRASS— k x
x M • bra
• f�k• -_118�— George Finch I Bonet' and Associates, P.A.
309 North Boylan F 'L M1M1pe \ \Y1 �• \`\ O �� k\ xfik� Y ` r l �L - _-'•! Raleigh, NC 27606-1402e C-1568
1• 15 '�' M1'6•M ^ g k\ k5 k6 ,aA• x� 6 �kryV ll ►-141 E1b J Post Office Box 10472
^ \." • YVkr ` ^• \ xt� T .., Raleigh. NC 276050472
-n ' J V Y O Y l`• 0 T 9191833-1212
a
1 y \ \ kp x \ (Ik I F 919183CI203
((��xj^y,.D" O ® �kO 0 l• 0
" • J \ k� n� x 1 \ 1�• t1•y. ME No
0 Y CONTRO POI 6 — • — — — 6 D �k. • �k0 x Y �knJ �k19 I1 wvwam
o P.K.S \ 31i 1\ v
N ..q f \
x
a> i02, 29.6 \ \ 0 \k 9 1�' 1 ' k j IN carivml NFAc
= 22. t ti • .�• x��j• kh �1k • � � 0 �Ir
y11b �31 �y9 61` k\� ' FINAL DESIGN
NC oGK SIVIN W m ME
x "� S 1 91 I DES DRW cNtc
1ti6 \`M1M1' \r a 1\ bg ti ' ti 3� ti� ti�-_ _ GA__
k9\\j�T�, Fyn �3 gS xti x
.a., .e PRWECT MAXIM
'lx yR1 \F 1�yCHU ENG/ARCH KEVIN M. K/WE
x1 �6
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x 'l h� 3 SITE AREA MAP o s z
tit 6 1\ PA�kNT 1�' tip'L A NOT TO SCALE ° p
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180E S�— Z
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ti 3 \ 19 0 Og \ 'v 90 \p� ti9 g [- III+ p ,yg. q11 x gk ,�01 ti x b�' 50 W O
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\g \ \Cp. \e \� 9� \� C `' / ' // SURVEY NOTES:Cr z
1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR., Z oz X
\00 CCT4 1�� �g\� 1 I �■ 1'�' ENGINEER -SURVEYOR LTD., DATED APRIL, 2009.
ti ~�� \ (�� .96,amLff PROVIDED BY OWNER Q 2 W
2. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT W
,,pp x II ' ti 1 GUARANTEED BY THIS SURVEY. UTILITIES SHOWN ARE BASED _� T
\ 1J 1B 1 1 \� �O I III �y'6' `1�R1 tit ON ABOVE GROUND STRUCTURES AND AVAILABLE UTILITY = ¢ It
1111\ I II "q�\l� �1B'E_ ^, PLANS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION V r
O a 1�\ �o�+ o t \\\ \ �6 I H y �— 41 V 1k OF ALL UTILITIES PRIOR TO CONSTRUCTION. o o a A
g�,\1V y\ �j 11 11 1 3. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN ! U
• * ti \�\ N p \ ,�1� II F ti� F�� VERTICAL DATUM (NAVD) 1988 AND ARE BASED ON CHERRY h1 w
g' O 1 1 \rp \\• 11• • k ti POINT CONTROL STATION 12-93 HORIZONTAL. z
i O •tts/ \, 11,tt+�01
#� \� \9 A A. SQ ��_-15'ES O M1�1° 4. TEMPORARY BENCHMARK (TBM) IS P.K. NAIL (#1) C
GJ $ + O \6 \� • E —� -`-AS INDICATED, ELEV. = 24.05
\ 3f 'T \3 \ \9`y ,y1. 1ti d7 0 M1S' 1 _ 30
•, f. �o� ��ti ti\� f5'� O5. HERE ARE NO WETLANDS PRESENT ON THIS SITE.
— ' EPROJEGT Ni 529348
g
\' ' CONSTR. CONTR. NO.
0 1\O t�n 1g 41 \ g\k 8'' x ( N40085-10-C-5319
4B
0 \ 1k NAVFAC DRAWING NO.
Oil�, �SHM 14 580F 97
C-101

30
0 30 60
EXISTING STORM
SEWER SCHEDULE
EXISTING SANITARY SEWER SCHEDULE
LEGEND:
&ww (EJ
O1
E, C.B.
25
F.E.S.
18' 18.78
O
E. C.B.
R/M = 12.45
O1 E, sw.. AOl. ® E Sw MN.
RAW = 23,62 R/M = 22.2.9
SPOT ELEVATION
Xti"y
�1
h/
fiW = 2.110
kW. =
8' = 16.49
2 11
/NV. = %A
NW. 18' (AW), = 19.96
AW. 6' (AE) = 19.06 AV (SW)
qG
16
F.E.S.
AW. 24' (NW) = 19.40
AW. 18" (NE) = 19.26
AW 6' (NW) = 1868 AW 8' (NE) = 15.90
AW 6' (SEJ = 18.61 /NY 8' (SEJ = J5.75
TOP OF CURB ELEVATION
SCALE IN FEET
OCaW,
hV#L
AW 18' = 19.57
AW 12' = I&W
A
O
E. C.B.
ZO E. S4A! A0L 5Q E. S9N A6!
TOP OF WALL (TW) ELEVATION
Oam
NAw
?7
PPE ENO
AW. 12' = 18.48
RAW = 22.67
AW 15' (SE) = 20.39
RM1 = 22.94 RAW = 2202
Ala. 8' (SW) = 1681 AW. 8' (NWJ = 1659
#W. 18= 19.55
AW, 8' (NW) = 1659 AW 8' (SW = 16..55
- -
AW. 8' (SE) = 16.54 AW. 8' = 15.77
BITUMINOUS PAVEMENT
18
PIPE EAD
O
E. C.B.
4OP/PE
EJWJ
AW. 12' = 1841
AW = 21.81
INK 12' = 22.04
INV 15' (NW) = 19.80
0 E. sw MN.
BUILDING (BLDG.)
OP/PE
ENO
fiW = 22.88
AW. 8' ft = 1671
O
P6'E END
AW, 12' = 17V
O
E. C.B,
AW 8' (.Si) = J6.64
INV. 12' = 22.00
RIM = 22.51
BUSH
AV 15' (NW) = 21205
6
O
APE DW
O
PFE
AW. 1�= 1d34
/NK 24 (NW) = 19. If
EXISTING ELECTRIC /TELEPHONE SCHEDULE
CENTERLINE OF DITCH/swALE
AW 15'= 20.96
AV 24'(SE) = 19.01
OFE.S
31
Ph9E ENO
AW. 12' = 1784
47
E. C.O.
® E EZEC AW..
CONCRETE (CONC.)
CANG
AW. 15' = 20,67
RM/ = 2279
RAW = 23.05
AW. 24' (SW) = 19.08
O
aWC hV#L
O
PACE END
AW. 18' = 17.81
INK 24' (SE) - 19.01
m E. a& A& m E EZEC. MN,
CONTOUR
------ 22------
AYV. 11' = 20.45
O
RAW = 22.40 AW = 23.13
9
O
COAL NOWL
O
pff
/ 1Do f7.79
F.E.S.
AW /5' = 19.23
FENCE
X
AW. 1? = 19.94
Oo
OE.
C,8.
FES.
AW. 15' = 19.15
POST
°
10
'""' = 2'"
VK (NIYJ =
5. = 2°`" 19.5 hW. 15 0
O
E. C.B.
EXISTING STRUCTURE SCHEDULE
v
SIGN
AW. 15' (SE) = 19.48
RIM = 22.52
11
P/PE END
1AN. 6'tj): = 19.80
#VV 15' = X..94
O
E. C.B.
INV 15 (NW) = 19.34
IM! 15' (Z) = 19.29
© E A17L Can ® E hO7L CW
TEMPORARY BENCH MARK (TBM)
TBM
R/AI = 22.65
RN = 22.42 RAJ = 22.84
11
Fhcr END
1NK 15 (Sr) = 19.42
1M! 12' = 22.15
AW, 15' (NW) = 19.J8
0 EA11L . Clot � E. A0L cm.
TOP OF BANK (T.O.B.)
T.O6I -
Rdl = 22..48 RAW = 2.E26
13
IV
1W.
O
E. C.&
6
/M! = 2
RAW = ??.10
11W 6' s = 20.23
1
0 E c14z ® E All C
TREE
°
bW 15 (�J = 19.33
1rM = ?1.20 R/Al = 23.50
14
MPE END
/AW. 15' (SW) = 19.31
OVERHEAD (OH.) LINEE
° [ACE
XV f8' = 20.18
© E A07L CW.
37
E. C8
RAY = 22.10
f5
PPE END
RIM = 22.00
SANITARY (SAN.) SEWER
8*,E SW./AV
18" = 19.82
AW 4'ISE) = 19.31
AVK 15 (A4) = 19.41
16
E7WI
AW 15' (5W) = 19,19
STORM (S.) SEWER
_ _110f. S_
AW. 18' = 20.W
O
E. CR
"
fiW = 2455
19.
9
UNDERGROUND COMMUNICATIONS
� JDw 19.68
� f5' (�) =
SURVEY CONTROL POINTS
IS
PIPE END
39
E. c.Ez
UNDERGROUND ELECTRIC
lA& t2EC
CONTROL POINT #1 CONTROL POINT #6
AW 18' = 19.44
flGl = 2&07
AVK 4" (AWJ = 21.37
P.K. NAIL P.K. NAIL
INK 6' (Aff) = 21.22
N = 427,823.88 N = 427,580.33
UNDERGROUND STEAM
019 SKEW
19
1YPE END
lNK 6' fNwJ = 1075
E = 2,629,426.65 E = 2,629,094.26
AW.. 18' = 193d
AW. 15 (SW) = M55
ELEV. = 24.05 ELEV. = 22.11
WATER (W.) MAIN
8'E W (APPAM tOC)
OCONC
HD&
O
E. OR
INK 18' = 18.95
A351 = 22.45
INK 18' (NE) = 19.91
CATCH BASIN (C.B.)
ElAW
18' (SW) = 19.87
21
D
COX IA9 X
AW. 18' = 18.86
4f
O
E C8
FIRE HYDRANT (F.H.)
OE.
C.D.
RAW = 21,32
AW. 18' (AfJ = 19.68
RAW = 2L67
AW 18' (5W) = 19.57
GUY WIRE
F---
AW, 2'ISW) = 2441
AW 12 (A6) = 20.21
42
E. C.B.
Tw = 22.85
LIGHT POLE
&
23
q�
CM.. hV#L
AW 6'rAE) = 20.55
AW. 12' = 19.28
AW. 18 (W) = 26!39
MANHOLE (MH.)
O E. A6i.
24
E. CR
MY = 2Z71
AW. 18' (SF)= 18.81
TRANSFORMER
AVK 18' (SW) = 18..80
UTILITY POLE
r
UTILITY POLE W/ LIGHT
rt-Q
WATER VALVE (W.V.)
APPROXIMATE
SURVEY NOTES:
COMMUNICATIONS
1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR.,
COVER (CVR.)
CtR
ENGINEER -SURVEYOR LTD., DATED APRIL, 2009.
PROVIDED BY OWNER
2. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT
INNACESSIBLE
%A
GUARANTEED BY THIS SURVEY. UTILITIES SHOWN ARE BASED
ON ABOVE GROUND STRUCTURES AND AVAILABLE UTILITY
SHALL FIELD THE LOCATION
INVERT
1NV,
OF ALL UTiLITIESS PRIOROTO CONSTRUCTION.RIFY
3. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN
VERTICAL DATUM (NAVD) 1988 AND ARE BASED ON CHERRY
LOCATION
POINT CONTROL STATION 12-93 HORIZONTAL.
4. TEMPORARY BENCHMARK (TBM) IS P.K. NAIL (#1)
METAL (MT-)
0L
AS INDICATED, ELEV. = 24.05
STRUCTURE
59Gi/M
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emlengineang • iendwFv yhg
Gearge Flinch I Barley and Au°d dm, P.A.
309 North Boylan Avenue C-1568
Raleigh, NC 27606-1402
Post Office Box 10472
Raleigh, NC 27605-0472
T 9191833-1212
F 9191834-3203
wo
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BRANCH MANAM
CHEF MG/ARM KEVIN M. KANE
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EPROIECT NO.: 529348
CONSTR. CONTR. NO.
N40085-10-C-5319
NAVFAC DRAVANG NO.
12580826
SHEET 5 OF 97
I
C
0
8
C-102

C
C
Fr
0
30 0 30 60 N
go
„
/i
vv l Il SIREE x k x x x
s x Y x _ TOB - _ ----- :F.'.'..'. .'.'.� e� NONTROL POINT
x x TBM LEI .K. NAIL
- --------------/--- ---- —
427,803.88
\ —------- ioa-- - — - — Toe
—.— ............65
24.05
k
.... ... ---
L .
7
T
` ...................... ..
\ ...... REMOVE EX. FIR HYDRANT. PORTION
\ z
} ro;�
OF WATERLINE I TO BE ABANDONED:
�x6E. Y/ (AP
LITIM LOCH REMOVE EXISTING SEE SHEET C- 6.
x'.'.'.'.'.'.'.'.'.'.'.
SITE DE
x BRICK BL
Qt3 ®i/ \ sT 1tELL REMOVE EXISTIN ............................
STRUCTURE
\�
\ x \\ �Po L� ��> ..... ABANDON EX. WELL
jo, \V < .... .......
o .............
3.
\ ,Z ...-....
x \
r x a>
\\\ 14 TREE TO BE
\ Q
REMOVED (TYP) REMOVE EX. WALL
\\p \\
(1r`�
vJ
/, \ �9 CON RO1 POI 6
P.K_ N48_ ..'.........''''''''''''':.'.'..
''.'.
N -- 427,580.33 1 REMOVE EXISTING .... .........
6329,094.26 ::. \ PAVEMENT TYP) (::.'.::'.:..:: :.::.:. �PAYEMENr-
.........'.' X \; \ ..'.'....... '.'.'..'. REMOVE EX. POST
....\:........:..�.............. ................ _
C frt9„
..:. \6,"c .'.'. '•. '.'...!.... .. -- ............. ...........
REMOVE EX. wx ........ ........................�
\
x.
..............\.. .�..' \ ..... J91 N�
REMOVE EXISTING LNI
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\9 \T g II"
G41GYN0I�9V $%lPi/rI (�
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® CONC. i
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> _ x T
\ � `e19 x o 25 ,4,r\ T-- ���F, II"" x
\ / I In
CPA NT o k (-PA7EMENT��I�
x \� \�. �o '" PAY£ Nr---�..� `\ 14a `
6 "(� ✓ ,— `96- CHAIN LINK FFNC�y�`
� �_
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\ \ \ \ 11�b�
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SCALE IN FEET
MOLITION NOTE
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CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE
TO REPAIR OR REPLACE ANY DAMAGES TO EXISTING UTILITIES.
PRIOR TO DEMOLITION, ALL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON
SHEET C-205. ONLY DISTURB AREAS NECESSARY FOR
INSTALLATION OF SAID MEASURES.
DEPTH OF EXISTING UNDERGROUND STEAM LINE (ABANDONED) `„11IJJJ1Jt,,
IS UNKNOWN. REMOVE AS NECESSARY FOR NEW CONSTRUCTION `,` `� CAl>'0�'',
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°''�M;JJ1111s�
gf lba
lanai—ning • lanascacearchitect
di i.ginamig • II
George Finch I Soney and Assoclates, P.A.
309 North Boylan Avenue C-1568
Raleigh, NC 27606-1402
Post °nice Box 10472
Raleigh, NC 27605-0472
T 9191833-1212
P 91918343203
FOR CMUVM MUM
Awn FINAL DESIGN
SQg/cm m WE
DEs DHW
I DRw DHW
CNtc GMF
PROJECT MANM,FR
BRANCH MANAGER
cHU BC/ARCH KEVIN M. KANE
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EPROJECT NO.: 529348
CONSTR. CONTR. NO.
N40085-10-C-5319
NAVFAC DRAWING NO.
12580827
SHEET 6 OF 97
C-201
IN
0

I
C
1�
14
I
I
I
PAINT
D F ° STREET
E. OH. LINE
to T.OB. ---
T9..e.
roa
M IIJVIYf\ 1 II f1LLJ
AND GATES
30 0 30 60
SCALE IN FEET
GENERAL SITE NOTES
1.
SIDEWALK ADJACENT TO PAVED SURFACES SHALL BE 6'
WIDE. ALL OTHER SIDEWALK SHALL BE 4' WIDE
2.
30" CURB AND GUTTER SHALL BE 4000 PSI CONCRETE
WITH 3' CURB TAPERS AT ENDS.
3.
UNLESS OTHERWISE NOTED ALL WORK SHALL BE IN
ACCORDANCE WITH THE "PROJECT PROGRAM" AND ANY
ADDITIONAL REFERENCED STANDARDS AND SPECIFICATIONS.
4.
SEE SHEET C-305 FOR CONCRETE PAVEMENT
JOINTING DIAGRAM.
5.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES
AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE
1 2
ARCHITECT FOR ADJUSTMENTS
302 C-302 6.
ALL DIMENSIONS AND STAKING POINTS TO BACK OF CURB
UNLESS OTHERWISE NOTED.
7.
CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE
0),SAFETY
MEASURES, ACTIVITIES AND BARRICADES FOR
THE PROTECTION OF ALL PERSONS ON OR ABOUT THE
LOCATION OF THE SITE•
ALL CONSTRUCTION OPERATIONS SHALL BE IN
ACCORDANCE WITH THE APPLICABLE REGULATIONS OF
THE OCCUPATIONAL SAFETY AND HEALTH DIVISION OF
THE NORTH CAROLINA DEPARTMENT OF LABOR.
COPIES OF THE APPLICABLE REGULATIONS MAY BE
OBTAINED FROM THE NORTH CAROLINA DEPARTMENT
OF LABOR OCCUPATIONAL HEALTH AND SAFETY
DIVISION, 413 N. SALISBURY STREET, RALEIGH NC.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DESIGN, INSTALLATION AND MAINTENANCE OF
ADEQUATE SHORING AND BRACING IN ALL TRENCHES
AND EXCAVATIONS THAT ARE A PART OF THE
CONSTRUCTION OPERATIONS OF THIS PROJECT, AND
THE PROTECTION OF ALL PERSONS AND PROPERTY ON
OR ABOUT THE CONSTRUCTION SITE.
8.
CONTRACTOR SHALL DELINEATE PARKING SPACES,
DIRECTIONAL ARROWS, LANE MARKINGS, 'STOP" MESSAGES,
ETC. AS SHOWN ON THE PLANS WITH TRAFFIC MARKING
PAINT ACCORDING TO THE MANUFACTURES SPECIFICATIONS.
USE WHITE COLOR.
9.
CONTRACTOR SHALL INSTALL SIGNS AS PER THE NORTH
CAROLINA STATE BUILDING CODE FOR ALL HANDICAP
CPAlENEN.
PARKING SPACES NOTED ON THE PLANS
10.
ALL PERMITS RELATNE TO THIS PROJECT SHALL BE
OBTAINED PRIOR TO BEGINNING ANY CONSTRUCTION.
11.
NO WETLANDS OR FEMA FLOOD BOUNDARIES EXIST ON
THIS PROJECT.
PAVEMENT KEY
CONCRETE PAVEMENT
DETAIL
9/C-301
BITUMINOUS CONCRETE
PAVEMENT
LIGHT DUN SECTION DETAIL 16/C-301
BITUMINOUS CONCRETE PAVEMENT
HEAVY DUTY SECTION DETAIL 16/C-301
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I rdplanning • Iond,capeurcNtectum
,ene�ee�a • land,.reirg
George Pinch I Banay and Assoalates, P.A.
309 North Bohan Avenue C-1568
Raleigh, NC 27606-1402
Post Office Box 10472
Raleigh, NC 27605-0472
T 9191833-1212
F 9191834-3203
FOR OM1l MAX
FINAL DESIGN
SMACMm WE
Dips DHWIDRw DHW CHK
PROJECT
MANAM
BRANCH MANAGER
a,iff EM/ARM
KEVIN M.
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EPROJECT NO.:
5293M
CONSTR.
CONTR. NO.
N40085-10-C-5319
NAVFAC
DRAWING NO.
12580828
SHEEP
7 OF 97
C-202
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SECTION: THIS SHEET
A /------- --------- - -WHITE PAIN,
TOR _
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o
\ / 3 SITE WALL: •
FOR ATFP I •
3 8" BOLLARD (TYP) n
.l 1 C-3033
C
19
0
�f
' x r©RICK ' STANDOFF
BLo 82 DISTANCE
\ I
10
\\ \ \ O00
w \ \
N� • � C
x� ` I °J I P-141 EMS/FIRE VEHICLE FACILITY
8" BOLLARD (TYP)
30 0 30 60
SCALE IN FEET
3'
25•p6 2•s
— WALK
18" RAISED CURB 14 SECTION A —A
C N.T.S.
15 WHEEL STOP (TYP)
I
\ \ \ \I C-301
L\ \ \�\ \ \ \` \— — • 8" BOLLARD FOR r3
ATFP SPACED c-303
\ \ _ __ _ • AT 4' OC
r
18 RAISED CURB /
I!
•
\\✓ F� \ \ \ \\ \ \ . ANTI -VEHICULAR DITCH
\ • STANDARD 36' THIS SHEET
�D iS�\N\ SEE CROSS SECTION:
�scJ \ \ / lST NC�OF-------
XX,_' \ \ 1 I
9gAP \T� \ \\ / 11
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FINISH
—GRADE
FINISH
jGWE
ATFP STANDARD ANTI -VEHICULAR DITCH PROFILE WITH
MAXIMUM INCLINE SLOPE NOT REQUIRING STABILIZATION
SECTION B—B
N.T.S.
FINISH 25 2.5•
GRADE S�OpE
SECTION C—C
N.T.S.
NOTE:
-CROSS SECTIONS SHOWN ARE REPRESENTATIVE. ACTUAL
BERM HEIGHT AND DITCH DEPT MAY VARY. SEE GRADING
PLANS FOR FINISH GRADES.
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ciWl mginee�inB • land sur.�ha
Geary" Finch I Battey and Associates, P.&
309 North Boylan Avenue C-1568
Raleigh, NC 27606-1402
Post Office Box 10472
Raleigh, NC 27605-0472
T 91918331212
F 9191834-3203
MR CpBv10ER K IFAC
ACM
FINAL DESIGN
DO DHW
ORDHW
(;K GN
PRIXIM M4 IAM
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EPRWECT NO.: 529348
CONM. CONM. NO.
N40085-10-C-5319
MWAC WAwiNG NO.
12580829
Sim 8 OF 97
C-203
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/ 3.75 x�
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30
O
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SCALE IN FEET
4�
x GRADING NOTES
1. UNLESS OTHERWISE NOTED ALL WORK SHALL BE IN
ACCORDANCE WITH THE "PROJECT PROGRAM" AND ANY
ADDITIONAL REFERENCED STANDARDS AND SPECIFICATIONS.
2. FINISH GRADE WITHIN BIO-RETENTION CELL AREAS
SHALL BE UNIFORM
p3. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR.,
' ENGINEER -SURVEYOR LTD., DATED APRIL, 2009.
x PROVIDED BY OWNER
4. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT
GUARANTEED BY THIS SURVEY. UTILITIES SHOWN ARE BASED
ON ABOVE GROUND STRUCTURES AND AVAILABLE UTILITY
PLANS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO CONSTRUCTION.
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Iona planting • landscape achitecture
civil engineefing land surv,mg
George Finch I Roney and Associates, P.A.
309 North Boylan Avenue C-1568
Raleigh, NC 27606-1402
Post Office Box 10472
Raleigh, NC 27605-0472
T 919I833-1212
F 9t9I834-3203
�f0
LOW CMIM l Warn
JCMM
FINAL DESIGN
S1110N 0M' TO DUE
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Ef'ROJECT NO.:
529348
CONSM CONfR. NO.
N40085-10—C-5319
NAVFAC
DRAWING NO,
12580830
SHEET
9
OF 97
I
C
09
rA
C-204

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z ��' 0 ` 6 ZG 3, a) o nj. 1 ��' yh kd Tg n y ���1 �h �y1 1k'g AFTER REMOVA 5' ��X. ASPHALT 1f
l ti 1 G ti 1 6 1 ti 5� &� k' k� I TALLA N W CURB A R o
h 1 ti� u n tik' G'ti ti; ti L x x
xl x° x SIRE S x xy 4x HEADWALL TYP ��� L x x 4 CONSTRUQf6N ENTRANCE EXTEND SILT FENCE AS SHOWN TO SCALE IN FEET
PIPE INLET PROTECTION TFjB) 1^6 h� 9� -302 �. _ 1 9 �9 C-30 k0 ` SIDE OF CONSTRUCTIOt�y/�N1NCE w
�� 8 �� b ------------- ----- SILT FENCE o a
-. ------ - --- -- - --A
--------- -- e - - - - - - "' i-
D TREE PROTECTION FENCE
\ �L---rJ'-`--`�- ---- "`J f1. n1• f7 --W1-1'�- -�, n �i � ._'y�,'�',4 . �iv,.a ❑ w �
zap •�' 1 `l- ® CHECK DAM 3
2' Li' ti' 4. p j' ry ,•',.' , ti ti
TOR. - " h `)- • . ♦ •.. >• ' "a , x _ --x --x o 0 0 0
�•' B -- ° '��',*+;�;' ,• �1 5 °o°o° PIPE INLET PROTECTION in
1 TRM PROTECTION FEN ,E (TYP) IN R - 21.80 2
ti� 1 1 6�♦ 5 c-3o x / 1 112 LF 15+ RCP O 0.14X a` '"'S ` / ♦ x ti r a
3�* x 1- 1 / x STORM STRUCTURE INLET PROTECTION m
b'. 5 ♦ xti CHECK DAM (TYP) 8 i 11 JUNC N BOX 7 I .y •>: / v,
x `\ ♦ ti C-30 g T - 8 SHAPE FOR DRAINAGE ° NCDENR-DWQ - Construction Sequence
\ ♦ c-30 0 1 2 INVERT IN=21.96 A LIMITS OF DISTURBANCE
95 r TO BIO-RETENTION rE = 1) Obtain letter of approval from N.C. Department of Environmental
^�h ,♦ n ♦ n ! y gyp, a INVERT OUT=21.�6 shy T 1 0 A and Natural Resources, Division of Land Resources, Land Quality
® \�� 0 \ ♦ x . c < �a a. Lk. �• k' x x ha x Section certifying approval of the Erosion and Sediment Control Plan
♦ n y^ dRECK BCO x 1� x x x xti x 111 submitted by the Owner's representative for the project.
♦ tip' 5 2S UNDE DRAIN TH „
17 �qv o ♦ / ♦ '-� / 2) Notify the N.C. Department of Environmental and Natural
3 (/� 1� �\ \ , ♦ Y1YE[L 9� �E CLEAN OUTS ( C-30 �h� 0 Resources, Division of Land Resources prior to beginning any land
\ ^�p' \ ♦ LIMITS OF DISTURBANCE / 26 x x disturbing activities. A pre -construction conference may be required
xlpl \\ \ (� ♦� AREA = 3.9 AC BIO-RETENTION CELL 1 1 x when deemed necessary by the representative of the Land Quality
1 \ / Division
a N ✓�, 'S� \ / �\ • ti ti WITH UNDER DRAINS C-3o
\�k� 3) Prior to demolition or construction, contractor shall install all
n� , \` 9 �� l �� \� \ s „' tk� 5 �(tl�� x i�EDIMENT TRAP WITH 5 tree protection, silt fence, construction entrance and check dams
\\ of hk j I ��. h� r'� Q DEWATERING D CE C-30 shown on this drawing. Install stormwater structures #1 through #5 NAMFAC
o x I 1 x x nk5 ti' OTTOM = 22. 0 and associated stormwater pipe, connect to existing stormwater
x x a structure north of the exist. retention pond as shown. Clear only
00 %9 1 S OR D INAGE x \ \ 1 //� those areas necessary for the installation of the stormwater system
p,a+,rnq.
SILT CE ) TO . N CELL \\ ti BIO RETENTION CELL 1 1 components. At Structure YI#1 through Y!#4 excavate the area �o�C� �A ''o,,
sa \\ o C-30 ♦ ` tik �` 3 WITH UNDER Q AINS C-30 required for sediment control in area shown, see calculations, this
h ♦ � �y F.F.E. 26.33 1g+ l x sheet. Excavate a minimum 24" below the inlet elevation of noted°,. �pN�Scgp♦2%
n. 0 l ♦ 7 UNDE D AIN WITH YARD IN T 1 k * a 9•�9?
\� TOP=24 YARD INLET 2 6 `1 structure. Attach skimmer (detail 5/C-301) to the structures, at
1 \ 30 G EAN 0 TS (TYP) I ro -141 EMS FIRE VEHICLE �ACI�ITY x O• TOP=24.50 C-30 excavated grade. Contractor shall install a silt fence outlet in low e�::0� 0/0
v INLET=24.10 N =:
� ��' � ♦ �' S IN ET lying areas per detail 7/C-301. Adjustments and modifications of
1 ti 9 IN = 0.5 h
x 1 \ \ ♦ / 4• Oj,' erosion control measures may be required for unforeseen field ,P,*b ti;•1
1� O r ti 'I.' a INVERT IN=20.10 ,
x na SHAPE F RAINAGE conditions, however, all relocations or modifications shall have the •. (i'F'4.a...sa•G
91 \ ♦ \�o �h x x NTI CELL r PRIOR approval of the Landscape Architect and the Erosion Control 4M• FVNaaa
� Inspector.
\l qG ��h \ �l• ♦ \\\\ N �k) ° L i SEDI ° RAP WITH 5 4) Proceed with grading and installation of utilities and additional SEAL
\ 1 \ \ \ x �k' DEWATE VG DEVICE C-30 storm drainage. As fill is placed maintain functional integrity of gf ba
\l \\, ♦ \9 ° x 21.75 J - diversion swales to convey runoff to sediment basin. vW m n° w d °Pe °rch4e we
26 ° 11�• t ci lenpF,enkg land surreyirg
0 1•���\ I I 5) Inspect all erosion control measures each week and after each
c 66 \ BIO-RETENTION CELL 4 1 k George Finch I Boney and Auoclates. P.A.
r Gtil \ \ 1 ti rainfall event over 0.5'. Provide required maintenance on all erosion 309 North Boylan Avenue C-1568
0 ♦ WITH Uf4DER DRAINS 6 C-� 0. x 2S I NiO� control measures and repair an damaged or weakened segments. Raleigh, NC 276D61402
titi' n 9 n 1 ^k. k. 1 ti P Y 9 9
\�^ ♦ �' y 1 j x / �"� Clean out sediment basins when accumulated sediment reaches Post Office Box 10472
h`9x� \\ To x x YARD INLET 4 6 x`l / I I one-half of the design capacity. Restore basins to original design Raleigh, NC 27605-0472
ca acit
�n TOP=24.25 C-3o 1 I P Y• T 9191833-1212
o . 1l' Oxa� `\ h IN T=23.50 ° ` 0 99 �k' 6) For temporary erosion control purposes areas shall be needed F9791834-3zo3
TJ RT OUT=19.35 25 5 ® I ��' within 21 calendar days on slopes and 15 working days, or 30
�9 r 16 �♦ O 5 b� x �9 calendar days for other areas, in accordance with NCDENR A/cwo
_ regulations/requirements. 1PPp�p
ti ' ` 5 ♦ ♦ 0 1• -S I;M II f TRAP 4 WITH 5 I SHAPE FOR DRAINA ti
`\ �o0 1 ° \ titi�q ♦ I - TO.. WELLS FOR HEAT PUMP 1/ x 24 T01'BIO-RETENT�N CEL4 7 Maintain soil erosion control measures until g
2 D WATERING DEVICE C-30 -") ) permanent round
so 1G �ti5 11♦ \ B TTOM 1.50 ° SYSTEM LOCATED WITHIN x� �5• �� cover is established.
p \ ♦ 2� - 0 ° THIS AREA. SEE PM&E k Ax' x x \x �� 1 YARD fNLET� \ LAN h x DRAWI S �i 0 I lk 8) Upon stabilization of the site and contractor staging and FOR aaBwatx Ngf/D
.: � 2x � Q, � lay -down areas, contact engineer or N.C. Department of Environmental wtBm
C� C 0 TOP=22.80 ♦ 1. `\ R SILT FEN x �' x 24 0�I �R and Natural Resources, Division of Land Resources, Land Quality
n. INLET=22. 5 ♦ ` TO ALLOW CONSTRUCTIO ° 60 x Section, Regional Office to determine site stability prior to removing FINAL DESIGN
\ ° NAIO-RETENTION CELL 5 1 x
RT /� 11�y ♦ ��= OF PAVING �6 I I 1 temporary erosion and sediment control measures. When approved,
c \ 1�0 \\F 1G ��y ♦` F� ° U ER DRAINS C-30 x �1. ka 1 �9 remove all temporary erosion and sediment control measures, sv M WE
"9q sA ` 23 ° 5 SEDIMENT TRAP 3 WITH 1 y x� `� excluding sediment basins, and complete finish grading and sodding DES DHW �'DHW CHK GMF
TEMPORARY SEEDING FOR EROSION CONTROL ° `t ° x1 ti� x of resulting bare areas. Sod placed on slopes greater then 3:1 shall
\\ter \ �` �l' j�x,, ♦♦ 6"x8" RED CER ° C-30 DEWATERING DEVICE x Ni lix� � 6 be secured with wooden pegs as indicated in the specifications.
s n " \ ° BOTTOM =21.00 x ^ Y INLET 3 6 1�
c 1) Chisel composted areas and spread topsoil 3 inches deep over adverse soil _ k 8 HDP '1• , ° aD x ) aiU EM/I KEVIN M. KANE
v / ♦ 6 TOP=24.25 C_30 9 Remove all sediment from sediment basins and excavate an
8 conditions, if available. 1'0 ♦ \ ? Zq additional 12" beyond sediment level.
z 2 Rip the entire area to a 6-inch depth. � g. 2 \ x � � J '� INLET=23.50 Y
B 33 Remove all loose rocks, roots, and other obstructions leaving surfaces reasonably smooth �� `� ♦ 1, n o U r
^' ♦ \ x INVERT IN=19.50 10) Complete bio-retention cells per detail 1 C-303, see z t
and uniform. �< \ ` .\/\ 1 INLET \` x INVERT OUT=19.40 b� 5� specifications for additional information. / Z z
4) Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (see \� 01 ET=21.5Q - . 1 X le-, •, s S
below). ti ♦ \ A x 11) When vegetation has become established, request final inspection o z
' 5) Continue tillage until a well pulverized, firm reasonably uniform seedbed is prepared 4-6 Gc 020 N = 19. ♦ 2� " , `\ ) 5 ECK DP M. 8 a Z 2 SIT FENCE (TYP) �� ( by Erosion Control Inspector. Obtain Letter of Compliance and submit 0 O
inches deep. �� \ 11 RT A 1 ♦ 1 \ , x p C_� �k = to Landscape Architect and Owner (Environmental Affairs Deportment). z
6) Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or �� o N 0 IS ♦ \ b C-30 x I y
44i cultipack after seeding. '9AN -� a 5 9. ti5 0 x w
1 9 1' 1 x LIMITS OF ��. _ 1 �5x a * Construction phasing may be improved by the relocation of certain i _ 0-
7) Mulch immediately after seeding and anchor mulch. �t 1 <d 1 �t 1 `2" x ^� �, p
9 erosion control measures or the installation of additional measures. It c� < w
8 Inspect all seeded areas and make necessary repairs or reseeding within the planting season 4 1 RC�� `l, ♦ x\ AREA = 3.9 AC �' h< -303 `� -J
2 \ j, 00 x ( WI xUNPER DRAIIN �� is the intent of the Owner to limit the disturbed area wherever w �' U J
$ if possible. If grass stand should be over 60% damaged, reestablish following original lime, -302 OX. H D 1. 00' 1
E fertilizer, and seeding rates. q� "3 x N WIN RT=19.1 + possible by flexibility with the erosion control measures as construction in > U 0
Of
9) Consult ConservationInspectoron maintenance treatment and fertilization after permanent L�1 - 18� qG \h° � I' \ "� �C-30 WITH INLET PROTECTION w� �---x____, tit progresses. All phasing proposals by Contractor shall be submitted to J Q
cover is established. Q\ 1 �\ \ ~ t. I �11k 1q the Landscape Architect for approval with subsequent approval by the �,j� Z
J ' Erosion Control Inspector if determined to be required. Contractor U
+ * Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils) \ ♦ 1 ,�� 0
c ® w: �1 ,, \ 14. j C 42) 0 shall provide, install, and maintain all measures necessary to complete ♦- W
Fertilizer - 10-10-10 analysis ® 1000 Ibs/acre / (, ,� �,�. , ! r� n , D Z J 0
3 Superphosphate - 500 Ibs yacre of 20% analysis superphosphate \�.s ' ♦ 1 4 ' Ll� 'l CCNC--r ��' the work shown on these drawings.
/ Y�' 1 �� \ \., a ( l
g Mulch - 2 tons (approx. 90 bales) small grain straw/acre ,. 0 . \ ,1� �"'� \ ` ` `, t -- _:_ _--. ---x ----'- --- Q' �� �I I�HN" 0 --- _ v z
4. p
Anchor - Tack with asphalt emulsion ® 300 gals/acre or erosion control matting c / `\ ` �, % xn II )�l 0 !-
� e n. \ v 6 0° ♦\ \ \ 1. n
0, `^ 2> 1�' EOGf CF WA TER � � F "Q� i I Q_ w �
N Shoulders, Side Ditches, Slopes (Max. 3:1) l) \\\ \ �� \ - C 1 oe ti' w 9 ` 0
DATE TYPE RATE \ "b1g �c��_\\•\ \ "h ♦� , \ \\, _
August 15 - November 1 Fescue Mix* 300 Ibs/acre `"; ,, "; H - - ei u,J W
f
Lill
November 1 - March 1 Fescue Mix* 300 Ibs/acre 6' \"C'\\ \ ., 1 1'' r- Q
\ 1. Sri, F x 46 vq <^ PAF NJ ;� PAI7£,�Q�-� LL _
OR Winter Rye (grain) 125 Ibs/acre \\ / '3G�``, yf I �� .o \ .,r I. ''I,Q
March 1 - April 15 Fescue Mix* 300 Ibs/acre \` 9? ` / 17 \ 0 \\ 9 _ II \� 5 n^I,. LL Z
April 15 -July 15 Hulled Common Bermudagross 25 Ibs/acre \d / y�+, 1 0 0 18' Z 1 11 Q
�. �_ The NPDES Construction permit re Z z
g July 15 - August 15 Fescue Mix and 120 Ibs/acre o7 \ \ \ / 6g �9 ✓\ \of o ^1l F Sediment Trap/Inlet #1 Sediment TraR/Inlet #2 p quires erosion control devices and O (n
Browntop Millet** 25 Ibs/acre \ �' n1 ti 1 \`- \ \\ 1 Drainage Area=.55 ac Drainage Area=.27 ac storm water outfalls be inspected weekly (every 7 calendar days) and i=Of
-
e' or Sorghum -Sudan Hybrids** 30 lbs/acre \ so\ / \ b -� 1 • 5 \o�, ! * * Q e
g �s \ 2 l p ^ \� �' I, Required Storage=Area(ac) 1800 Required Storage=Area(ac) 1800 within 24 hrs of a 0.5" rain event. It will be the responsibility of F- C W
Slopes (3:1 to 2:1) STORMWATER/EROSION CONTROL NOTES �� 1,' �-� �.,, �,• `\ \�-2 Q !I .55 as*,6DD=99D of .27 as*,6DD=486 cf the contractor to conduct these inspections and maintain records a N W Q
\. �., Provided Storage= Provided Storage= until the area has stabilized, evident by 95% vegetative growth for z r
March 1 -June 1 Kobe Lespedeza (scarified) 50 Ibs/acre \ \ ` s
N ^ ,' F \ Surface Area Depth= Surface Area Depth= areas provided seeding. To facilitate rainfall monitoring, a rain gauge w Q
and I- 9A ` , !' ^ oo \ 0 9 687*1.5=1030 cf 33741.5=505 cf is required to be on site. Additionally the contractor is responsible I=- N r
March 1 Aril 15 add Fescue Mix* 120 Ibs acre 1. UNLESS OTHERWISE NOTED ALL WORK SHALL BE IN C \ : 19'' \ T
( - P ) / Trapping C
a' March 1 - June 30 or add Weeping Lovegross 10 Ibs acre ACCORDANCE WITH THE "PROJECT PROGRAM" AND ANY \ a \ om \ PP g Efficiency Trapping Efficiency for conducting "self inspections" indicating the date BMPs are w i
(March 1 -June 30) or add Common Hulled Bermuda 25 Ibs/acre ADDITIONAL REFERENCED STANDARDS AND SPECIFICATIONS. �, �`, �� \ \ ,15' \ \\ 9a l Run off = Q=CIA Run off=Q=CIA installed and stabilization measures (seeding/mulching or sod) are O a.
1 V initiated. The self inspection reports will be maintained along with ~ June 1 - September 1 Tall Fescue" and 120 Ibs acre .55*7.2*.40=1.58 cfs .27*7.2*.40=.77 cfs Ld U
Browntop Millet 35 Ibs/acre 2. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE =1I L�J g \ , �(o `\ �, \ pi Required Area-Q 435=687 sf Required Area=Q 435=337 sf the "NPDES" inspection reports. Once stabilization has been 2 Z
or Sorghum -Sudan Hybrids** 30 Ibs/acre THROUGH THE CONSTRUCTION ENTRANCE SHOWN.l �> \ 1 1 Provided Surface Area=916 sf Provided Surface Area=559 sf accomplished inspection records are to be forwarded to EAD and all a
September 1 -March 1 Kobe Lespedeza 70 Ibs/acre i� �\ ` x\" G9 1 \ , Sediment Trap/Inlet #3 Sediment Trap/Inlet #4 temporary erosion/sedimentation control devices removed. A copy of c
a (unhulled-unscarified) 3. FOR PERMANENT STABILIZATION, SITE SHALL BE SODDED WITH CENTIPEDE III {.7 n 1 Drainage Area=.47 ac Drainage Area=.33 ac the erosion and sediment control plan, letter of approval and NPDES
and Tall Fescue 120 Ibs/acre SOD IN ACCORDANCE WITH THE SPECIFICATIONS. SEE SHEET L-101 FOR 5 \ '� �` * . construction ermit will me maintained b the contractor at the 1" = 30'
+ (November 1 - March 1) add Winter Rye (grain) 25 Ibs/acre E.� \ 4'\ 1 \ Required Storage=Area(ac) 1800 Required Storage=Area(ac) 1800 P YE'
ADDITIONAL INFORMATION. 22 \<o\� ti * s onsite office. If soil is removed from, or brought onsite, the EPROJECT No.: 529348
0 y\ C - �,. n \ 47 ac 1800=846 cf 33 ac 1800=594 cf 9
i Consult Conservation Engineer or Soil Conservation Service for additional information concerning 4. STORM PIPE LENGTHS AND SLOPES ARE GIVEN FOR CONVENIENCE ONLY \ �� ` ^u 7 � V� �'1a' Provided Storage= Provided Storage= applicable solid waste management permit number, erosion CONSTrt CONTR. No.
other alternatives for vegetation of denuded areas. The above vegetation rates are those which-� l x Surface Area*De th- Surface Area*De t sedimentation ermit number or minin ermit number will be
CONTRACTOR SHALL VERIFY IN THE FIELD. \r . A �[� 0 p - P h= p g P N40085-10-C-5319
do well under local conditions, however, other seeding rate combinations are possible. 4" 9 `` J 587*1.5=880 cf 413*1.5=619 cf disclosed.
*Fescue Mix shall be 75% Kentuck -31 Fescue and 25% Rebel Fescue 5. PROTECT CRUSHED AGGREGATE BASE COURSE FROM INFILTRATION OF \� ` ''" ^� ` ` NAVFAC DRAWING NO.
Y Trapping Efficiency Trapping Efficiency
a **Temporary - Reseed according to optimum season for desired permanent vegetation. Do not SEDIMENT FROM AREAS NOT YET STABILIZED Run off = Q=C*I*A Run off = Q=C*I*A 12580831
W allow temporary cover to grow over 12 inches in height before mowing, otherwise fescue may 6. ALL CONSTRUCTION, LAY DOWN, PARKING AND STAGING SHALL BE CONFINED .47*7.2*.40=1.35 cfs .33*7.2*.40=.95 cfs SHEET 10 OF 97
be shaded out. TO THE LIMITS OF CONSTRUCTION Required Area=Q*435=587 sf Required Area=Q*435=413 sf Provided Surface Area=1531 sf Provided Surface Area=973 sf
r-205

C
M1y* tiM1�a JT h t a R
ti,ya i tya 3 ti rr,ADRAINAGE `$ z
- H,a H tiy� H'i� aDELINEATION ire
O 60 I20 N
.tne, e a
■ ■ i • ■ ■ ■ ■ ■ �i�Y ■ ■ ■ r_ ■ ■ • ■ ^■ ■ ■\ — sai P rce it c me
J J • � wwr.
° SCALE IN FEET
- ♦ rceFvu:x g ' r\\ �� \ OUTL Rf 1 DR INAGE
— - _
i --- ---+-"---
\\. \ �� Z a i�A1AiAGE �� ,•E , DRAINAGE
1 AREA/
1 \ 4 ti� �-► OUT ET 3
\ DRAINA� a a OUTLET 3 \, \ �♦ r
AREA 1 6' •� a \\ DRAINAGE
` \� ♦— - \\\. AREA "2
\ 00000
\��F • `- ■'111111111111110
♦\ P-141 ENIS RE CLE FACILTY •DRAINAG . 09 RAINAGE
a \\ REA 2'� AREA 2
DRAINAGE
DELINEATI -- a� ♦ \\ '
\4 �� DRAINAGE' j \ F�.
AREA 2 �`
". � d \ t � � � �♦ , DRAINAGE U-3
e
I! e \ \ AREA 2 p C
F \ r■ �' \
e @ \ \ F
\�y
\ ♦ Nk I nu , I I Yr awr u. m.r �6 \\\ `♦ \ \� I �\ Cn"ay.'� I Cnuarxr�
x
OUTLET 2 G • �\ � i �� OUTLET 2 _ `♦ , � � � ^~���, \ �� , ,�
,t
EXISTING CONDITIONS: DRAINAGE OUTLETS sT9F� 01 �- ` PROPOSED CONDITIONS: DRAINAGE OUTLETS
'P-141 EMS/FIRE VEHICLE FACILITY STORMWATER SUMMARY g z
;TOTAL SITE AREA 3.90 AC _ -- \\ --'' - �y�F, �_� - — — i Tl
__ _ - __.. _ . _. _ _
' t
EXISTING IMPERVIOUS 0 47 AC F'
__
PROPOSED IMPERVIOUS AREA= 1 30 AC \\ ^ ¢ y* 1 h R • ^
_mO-RETENTION CELL DESIGN RAINFALL = 1.5" -- - ---
,_
'HYDROLOGIC SOIL GROUP - B L
QMINAIIIEAREA
ae 7y— .
RUNOFF DEPTH (VOLUME) - SCS CURVE NUMBER
{ flRA1NAGF AREA:.
•
S
_
I
IMPERVIOUS SURFACE CURVE NUMBER - 98
_..
PERVIOUS SURFACE CURVE NUMBER - 61
I
1
DRAINAGE TO
BIO-RETENTION
PERV. SURFACE
IMP. SURFACE
STORAGE1
REQUIRED
PROVIDED
CELL
DRAINAGE (SF)
DRAINAGE (SF)
DEPTH
STORAGE (CF)
STORAGE (CF)
1
17909
7726
6"
949
962
2
2641
6774
9"
824
824
3
14537
8764
6"
1159
1159
4
9056
4187
6"
564
705
5
10414
8746
6"
1199
1224
_ I V litL L 4 u> o"o 0 0 0 0 0 0 0 0 0 0 0 o s' . I_- _ _ ....-__. _... _. ..._._ o 0 0 0 0 0 0 0 0 0 0 0 0 0
'EXISTING IMPERVIOUS AREA 20,473 SF � °°°°°°o°
O°O°O°O°°°O°O°O°O°O°O °°°O°O°O °
PROPOSED IMPERVIOUS AREA 56,6281 SF °°°°°°°°°°°°°°°°° ° ° ° ° 0 CE
F 00°°°°°°00 °° LL
._-._ ___.._.. ___. _ _._. .._._. __ .. . _-_. + __._... T.._.._. _ —-------.._.___.._i ° ° ° ° ° ° ° o o
T
4s ADDITIONAL IMPERVIOUS AREA = 36,155'SF ° o 0 0 0 0 0 0 0 0 ° o °o
- _ _ 000000000 00°
CELL 4
:-TREATED IMPERVIOUS AREA = 36,197 SF \�� \ "� °0000000000°° °0°0°°°°0 CE 3
1-Yr POST--DEVELLOPEDD FLOW 8.57'CFS
OW - 4.31,CFS 9.04 CFS - 4.73 CF \ 00000°°
a 0O°00 O° O
CS SURVEY NOTES: DRAINAGE �� , .... �.�= \,
PRE -DEVELOPMENT POST -DEVELOPMENT TO CELL 5� a R'€�s4R TO 51 '� --�
AREA* FLOW* AREA* FLOW* 1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR., eon \ {;(� (SEE :ABOVE -I
a ENGINEER —SURVEYOR LTD., DATED APRIL, 2009.
AC CFS AC CFS i \>
PROVIDED BY OWNER ® \ �P \ \• _ \, ' y�
OUTLET 1 1.74 4.85 0.95 2.40 2. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT CELL 5
OUTLET 2 GUARANTEED BY THIS SURVEY. UTILITIES SHOWN ARE BASED Cil
2.65 7.21 3.43 12.04** \� J�
OUTLET 3 0.31 1.22 0.21 0.85 ON ABOVE GROUND STRUCTURES AND AVAILABLE UTILITY \�. 1 i
a PLANS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION �` \ '� I I
d OF ALL UTILITIES PRIOR TO CONSTRUCTION. °O I\\ (I
* 3. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN I♦ \ I 1— �� —�
AREAS AND FLOWS FOR OUTLETS #2 AND #3 ARE BASED ON
THE LIMITS OF CONSTRUCTION. ADDITIONAL AREAS CONTRIBUTE VERTICAL DATUM (NAND) 1988 AND ARE BASED ON CHERRY a \ \\ , , II (\ TO TO EACH OUTLET S, FLOW BUT ARE BEYOND THE SURVEY LIMITS. POINT CONTROL STATION 12-93 HORIZONTAL. `� I \
** DOES NOT INCORPORATE BIO-RETENTION CELL RUNOFF REDUCTION
NOTES: PROPOSED CONDITIONS: DRAINAGE PATTERNS
1) FLOWS INDICATED ARE CALCULATED BY THE RATIONAL METHOD (Q=CIA, 1=7.22 IN/HR)�-
2) THERE ARE NO OFFSITE AREAS THAT DRAIN THROUGH THE PROJECT -S
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309 North Boylan Avenue C-1568
Raleigh, NC 27606-1402
Post Office Bo. 10472
Raleigh. NC 27605-0472
T 9191833-1212
F 9191834-3203
P/E■O
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ACNr FINAL DESIGN
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EPRWECT NO.: 529348
CONSTR. CONTR. NO.
N40085-10-C-5319
NAVFAC DRAWING NO.
12580833
SHEET 19 OF 97

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MINIMUM 14 GAUGE
LINE WIRES —
7 X 7 OA14MM WEATHERPROOF SIGN —
V181BE ON ALL SIDES Cr F04CM AREA
MIJMIA ONE SIGN ON EAC14 SIDE AND/OR
EVERY'00 LP.
ALTISM115 WORDING - •IRS SAVE AREA.
KEEP our
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
STEEL POST
MAVEN WIRE FABRIC
-SILT FENCE FABRIC
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
flr4'N.
SIDE VIEW
TEMPORARY SILT FENCE DETAIL SHALL ALSO CONFORM TO
NCDENR STANDARD EROSION CONTROL DETAIL 6.62
TEMPORARY SILT F MM
NOT TO SCALE
5deal Fans• Pe•1
Win, F:.- Put, Fd
Uord.o,• awn an c�oane
br of 1" olom•tar
mhed Stan.
` fury Kra Fnm• Doth
u SECTION
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d 51e Faroe
•C Encln5ure
4' Nin.
M GAUGE
PERSPECTIVE VIEW wmUIit
NDIAIAtE MARES �.
MESH PVC End PVC Vent
rap PIPE Elbow PIPE Schedule 4C
WLZ
PVC Pipe
AM W u
PVC End
Cop
Schedule 40
PVC Tee PVCPipe PVC Pipe \
I' Holes; in Y PVC Tee Orifice Tar aRXFence Mw
Underside Flexible Plete - % of La®t 1' Ano.•
Hose Uvo Tar m en Woeh.d
',»e,
O Sleet pose Post Set Mai. T Mv[
Got'm Surface
END VIEW FRONT VIEW SILT FENCE OUTLET
NOT TO SCALE
DEWATERING DEVICE SHALL ALSO CON=ORM TO NCOE'32
STANDARD B20SION CONTROL DETAIL 6.64 FIG. 6b4A
lit"75-ISEDWENT WIN MTFI DEWATIERM DEVICE
NOT TO SCALE
STANDARD METAL POSTS Y-O• N GROUND
�- 1B GAUGE GALVANIZED
HARDWARE WIRE EXTENDS TO
TOP OF BOX
(lei
`-• � . i � li/'(,� : ��,r rye':.• :.
pia• '1•OD
�1
57 v err TO A HEIGHT
ABOVE16* .• OF :•
INLET PROTECTION DETAIL SHALL ALSO CONFORM TO NODENR••1
EROSION CONTROL DETAIL 6.51
�I • • ••
•>
BUTS
ICIEENT
KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENIStff
u. a • CONSTRUCTION ENTRANCE •ar
CONSTRUCTION ON •..
IS NOT REMOVED BY THE VEHICLE=NMUr
2*-S* STONE TO BE USED T BE
W OR VJVT14 Cr STONF, THEN THE TIRES OF THE %
B1 RGE STONEOR .PROPOSED 6,RW, BEFORE ENTERING ROAD.
WHICHI!VER is
ROADWAY
'j. GREATER
35• MALL � 15. � NEW CONSTRUCTION
l9fIBTI4G ROADWAY
FABRIC UNDER STONE
CROSS SECTION
CONSTRUCTION ENTRANCE DETAIL SHALL ALSO CONFORM TO NCDENR
STANDARD EROSION CONTROL DETAIL 6.06.
3000 PSI CONC.
a 4 BARS
17 O.C. BOTH WAYS
3•
CLEAR
y
PIPe SIe SHOWN ON PLA
1/7 CHAW14M MANHOLE
TYPIC,AL
><4 BARS
6' = BOTH WAYS
FRONT VIEW
CHECK DAM DETAIL SHALL ALSO CONFORM TO NCDENR STANDARD
EROSION CONTROL DETAIL 6.83.
COVER
B ROCK CHECK DAM
NOT TO SCALP
• r :-••
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II
• Ord • •• / •�• /. ••••Ord 41,
_ /% • - _. .Pro = ^ .
M 11
NOTES
WELL COMPACTED I. SEE SHOT C-305 FOR JOINT LOCATIONS AND 5IC-303 FOR DETAILS
SLEBGRADE 2 ALL IONM SHALL BE CAUJ® N ACCORDANCE WITH
THE SPECIFICATIONS
F-9-1 CONCRETE PAVFJv�VT
�i NOT
TO TO SCALE
I
FRONT NEW
BUry Hire Force.
F••r Fabric
rid Pbrtle.ie
aou, N T•rK•
NOTES
D CUB AND GtMM SHALL BH LAD N la LENGTHS WITH US'
METAL 8PAOM
0 EXPANSION JONTS IITALL EE SPACED AT 40' MHNALS
W CLRB E GUTTER
NOT 10 SCALE
Fill .UNCTION BOX
NOT TO SCALE
OONOM LE rn>ts PLAN
9000
PAL L S74M SOLD NO= OR SOW SACK
MIRY l Lem
2 FOR 24• RW.. AND LARM LM PR' DIA
PLUS IT I= ASaASA 148OE owtrAm011
• YARD HAM DEEM THAN Kt' GNALL MMM OO M WAUA
1271 BRICK DROP mer - TYPE A
NOT TO SCALE
NOTES
D WALKS SNAIL BE CONSTRUCT® OF
3000 PSI CONCRETE ON A WELL
COWACTED SLIBMADE
2) WALKS SHALL NAVE BROOM FINISH
LN.ESS OTPOMISE NOTED
3) SEE DETAIL 610-300 FOR JOINfNG
AS NOTED ON PLAN
FINISH GRADE SLOPE I/4' PEW FT.
SECTION
AS NOTED ON PLAN 1• C14A
FINISH GRADE SLOPE I/4' PER FT.
of ...
17 e•
WALK AT CURB - SECTION
rial CONCRETE WALK
NOT TO SCALE
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George Finch I Bonet' and Associates, P.A.
309 North Boylan Avenue C-1568
Raleigh, NC 27606-1402
Post Office Box 10472
Raleigh, NC 276050472
T 9191833-1212
F 9171834-3203
FOR COM A R NUM
wTMn FINAL DESIGN
SBS FACIOIT A WE
DES DHW 1DRWDHW ICHK GMF
PROJECT MANAGER
BRIVICH MANAGER
Cliff ELK;/ARCH KEVIN M. KANE
OF CURB OR ]. r OF >
.
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ENT
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1
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SLRFACE COLIRSE
FOR INTERMEDIATE-
. • S ONLY-
: COMPACTED BASE COLIRSE
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.AGGREQATE
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THAT WILL NOT ATTAIN ADeGLATE COMPACTION AOCORDINIGI TO
STANDARD. SWALL BE _ •- _• TO THE LANDSCAPE•• BY
•.
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AADE • _ _ °
CONSM. CONTR. NO.
N 0 / L
- •
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�1 NOT TO SCALE
LH

FINISHED
SHEET C-205
FOR LOCATIONS
PLANTING SOIL MIX
85% SAND
8% FINES
D 7% COMPOST
NON -WOVEN FILTER
FABRIC
#57 WASHED STONE
HDPE PIPE
SHALLOW PONDING
STRUCTURE INLET ELEV.
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7CN
I I.I I—III—III—III=III—)
—I
TOP
BOT.
INLET
OF
OF
SURFACE
CELL
ELEV
SIOL
STONE
AREA (SF)
1
24.10
23.60
20.60
916
2
23.75
23.00
20.00
796
3
23.50
23.00
20.00
1720
4
23.50
23.00
20.00
896
5
23.50
23.00
20.00
2075
l�
SLIP
bl2�lSLOpE
YARD INLET OUTLET STRUCTURE
SEE SITE PLAN FOR INVERT ELEVATIONS
SEE DETAIL 6/C-301
k
�.:::` � l
1. CONSTRUCT BIORETENTION AREA ONLY AFTER COMPLETION OF ALL OTHER GRADING ACTIVITIES
AND VEGETATIVE STABILIZATION OF ALL GROUND AREAS
2. BIORETENTION AREA SHALL BE SODDED PER THE SPECIFICATIONS.
3. ALL CLEAN OUTS SHALL BE PLACED IN A VALVE BOX PER DETAIL 7/C-304
I BIORETENTION AREA SECTION
C12102!NOT TO SCALE
3000 PSI CONCRETE_/
SJBGRADE COMPACTED ACCORDING I 1/2' EXPANSION JOINT
TO SPECIFICATIONS SECTION
NOT TO SCALE
6'-O' I 4'•O' I
TOP OF WALK
....................
GUTTER LINE
VARIABLE SLOPE NOT
TO ECCE® 142
ELEVATION
NOT TO SCALE
• DETECTABLE WARNNVG DOMES
SEE NOTE NO. I
tiw. d ' SIDEWALK
AS SWOWN
CON PLAN
a i....
PLAN
NOT TO SCALE
NOTES
I. THE WALKING SURFACE SHALL Be SLIPPED RESISTANT. DETECTABLE WARNING DOMES SHALL COVER
THE R.LL.. WIDTH AND DEPTH OF THE RAMP PLOOR. THE DETECTABLE WARNINGS SHALL CONSIST
OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9', A HEIGHT OP OZ. AND
CENTER-TO-CBVTE 2 SPACING OF NOMINAL 235'.
2 TI-E RAMP SHALL BE A CONCRETE COLOR THAT PROVIDES A 70S CONTRAST RATIO TO THE ADJACENT
CONCRETE WALUC
3. PROVIDE TOOLED EDGE AT ALL JOINTS
2 HANDICAP RAMP
Vwj SCALE AS SHOWN
�A
PIPE BOLLARD
NOT TO SCALE
Imo. -
��x r n
,t
L POET
GRADE
SE: SPECIFICATIONS
318'(o X ?-0' PLAN DOWEL BARS AT W O.C.
CENTH2® ON JOINT
COAT BAR WITH GREASE
PAPER SLEEVE
CLASS B RIP RAP (SEE SECTION THRU BASIN BELOW)
� o
SOW \ �\\ \ � \ \ / / �/ / . • .. j /
/
RIP RAP HEADWALL
#05 WASHED STONE. 1'-0•
THICIJ x 3'-0• HIGH MINIMUM
to
3i � / AFEA,�
/ /
d
PERSPECTIVE VIEW
6X6 - KM Will
14 ; STRUCTURE OR
4A4t
PAVEMENT
5' MP
INSTALL AT BIULDNG, STRUCTURES, CURB INLETS. AND AT
PAVEMENT MATERIAL CHANGER AS INDICATED
TRANSITION AS SHOWN WHERE
PAVEMENT 11-Ig0NES6 IS LESS
THAN MN 6 RMOUIRIED AT JOINT
FLOOD STORAGE ZONE
Ti47ES
1. GRAVEL 8 RIP RAP FILTER BERM BASIN DETAIL IS
DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT
DRAIN 5 ACRES OR LESS.
2- DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE NOTED. -
f✓ _�
AREAS TO BE DISTURBED mww
JI-' I
(CUT, FILL, ETC.) I�TL CLASS B RIP -RAP
MAXIMUM SEDIMENT DEPTH #5 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU BASIN. FILTER AND CULVERT PIPE
PIPE INLET PROTECTION SHALL ALSO CONFORM TO NCDENR
EROSION CONTROL STANDARD DETAIL 6.55.
NOTES
a PIPE INLET PROTECTION
L ON CONCRETE WALKS, CONTRACTION JOINTS SHALL BE SPACED AT AN INTERVAL WIX2 NOT TO SCALE
EQUAL TO THE WIDTH OF THE WALK BUT BHALLL NOT EXCEED 5 AC.
2 CN CONCRETE WAUCS, EXPANSION ,ANTS SHALL BE PLACED AT A MAXIMUM
OF 3O' O.C. AND AT ALL LACATK7NS V"M A WALK IS ADJACENT TO A BIJLDN'
OR OTHER PD® OBJECTS,
3. DOWTi BARS ARE NOT RBOUREO ON WALK&
5-1 CONCRETE PAVEMENT NT JOINTS a o
C E NOT TO SCALE GA a
P OGP I
m �4,-0•--I
CURB TAPER: SEE z
3/8' Ems. JOINT DETAIL THIS SHEEP F
TOP OF CURB 3'-0
ROLL DOWN TOP OF- CURB :• 30 0l J
W mU
I' R 6•� .. 7 -O•
- — — — — — — — - - - r - - - - -
PROPOSED CURB
AND GUTTER 4'-0• I STORM PIPE
- — — — — — — — — -----
LiOTTO aOF GUTTER q�7
6NTT13t
PAVEMENTI---
'a
3000 PSI ATE FOOTNB
3000 P
NOTES PS
N USE SIGNS 27-8 AND 117 8D AS PER NCAC
04AFI 6t 4, SECTION 412 OF THE NORTI4 CAROLNA
+ STATE BUILDING CODE
r-4-1 HC PARKING SIGN
O.30 NOT TO SCALE
JOINT CLASS'A RPRAP
1?
4'-O' I I W-O' I /
NO
_MW0
PROPOSED STORM STRUCTURE
SEE SHEET C-205 FOR MORE
INFORMATION
IPA
N
NOTES
1) USE 4000 PSI CONCRETE
W W y W
ISOMETRIC
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375
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land planning • Wnda ow achaechxe
ala engNeer:y IafM wrvrnkre
George Hmh I Bony and Am=k tes, P.A.
309 North Boylan Avenue C-1568
Raleigh, NC 27606-1402
Post Office Box ID472
Raleigh, NC 27605-0472
T 9191833-1212
f 9191834-3203
rF7
FOR 011111111101011101 NUX
ACMW
FINAL DESIGN
SIIOUX pO' M DOE
M DHW
DRW DHW CHX GM
PROJECT 111myi R
BRANCH LLNVM
CHU EW/ARCH KEVIN M. KAN
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EPRCJECT NO.: 529348
CONSTR. CONTR. NO,
N40085-10-C-5319
NAVFAC DMWRIO NO.
12580838
SHM 17 OF 97
C-303
C
C

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tG �;b ti F STRE t8 t� ��� ��� a ���G. 30 0 30 60 N g
/ 11 QUO ------ AE --WHITE PAINT- - - -
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T.QH.T.
TOB __
j/ \\ O , - --- - — — —�--- r`, \ I LIMITS OF __ -_ �G" - 2 / -- SCALE IN FEET N
0
1 I \ ♦ Io \ DISTURBANCE / & N
1 ♦ 10
k'
D \ \ ♦ 6_E W (APPROX. LOC )-- -- >�\ O 1 d W
♦ o / ` LIMITS OF o a D
♦ ♦ �'e ♦ I ?c I I/ - - �, - - DISTURBANCE Z
/� \ ♦♦ tiF BRCK BVJ . / NOTES: o 0
DETAIL APPLIES TO SINGLE STEM o
,3 v(,/,(5 \ ' ♦♦ 'WELL 9� / TREES AND MULTI -STEM TREES k o
J` �♦ ` ♦ \ DO NOT PRUNE OR CUT LEADER. m
♦ / BIO-RETENTION THIN BRANCHES BY 1/3 RETAINING
♦ \\ / NORMAL SHAPE TREE SHAPE o
V moo= ♦♦�� � � ` lop1 CELL ; (SEE SPECIFlCATK)NS FOR DETAILS)
��Q�o ♦\\ho _ - I \ I FLUORESCENT TAPE
00 I 1 REMOVE TOP 1/3 OF BURLAP
!�� ♦♦\\\ �� 3 a /\ I ARBORTAPE OR 3/4' WOVEN TQPORQpOM B&B T BALL BE MIN.
co o \ ♦ \ BELT SYNTHETIC FABRIC STRAP. 2 /MAX. 3 ABOVE
2�,\ ♦ a 1 GREEN. FINISHED GRADE
ram \�♦ ` \ a tiQ _ 1 `, BIO RETENTION 1 4' LAYER OF MULCH
��� \ ♦ ` CE 1 1'0*08' WOOD Sr KFlLL AMENDED
\ \ \\ \ I �W 6' UNMULCH
WITH C 3 8 /— AS SPECIFIED
P-141 EMS/FIRE VEHICLE FACILITY HOLE OR DPLAC RADIUS FINISHED GRADE
�\ \ �\ \ \ ♦♦ \ BIOLRETENTIO 1 I ANCHORS. PLACE OUTSIDE
1 BACKFlLLNAfFAC
CEL-\\�\♦ .1 MIN. T `� nungU
\\ l \/ �G ? \'\ ♦ ` ^ \ L 4' HIGH WATER BERM ; . `�CAR
U ''..
\ ♦ L �
\ ` \\ \\♦ ` I I (IFDSOILRHAS 8 IL LINE
\\ 1 ♦ ` ` PREVIOUSLY DISTURBED E"O 375
\�- \ \ \ \ ♦ \ \ I FIRM SOIL UNDER R001 PREPARE PLANT BED
F o \ \ LIGHT POLE: BALL
♦ \ \ ) REMOVE TOP 2/3 OF WIR (SEE SPECIFICATIONS)
\� SEE NOTE RREEMKOVVE FROM PIT.PRESENT. F
�0 \ ♦ T I 1 NOTES:
M I I J 1. DO NOT INSTALL DURING PERIODS OF 5. SOAK ROOT BALL AND PLANT PR SEAL
rP WET OR FROZEN SOIL CONDITIONS IMMEDIATELY AFTER INSTALLATION
2. REMOVE ALL BALL TIES OR STRAPPING 6. IF TREE GUYED EVENLY SPACE GUYS. gf ba
\ I STALL STRAPS TO ALLOW PLANT MOVEMENT cnaawnninc ianamaxarchie th
\\ \\\ \ - ♦ ♦ - - - - - - / ( 3. INSTALL TOP OF BALL MIN. 2'/MAX. 3' SEE SPECIFICATIONS FOR DETAILS), awl enemee os iaay:orve mq
ABOVE FINISH GRADE. INSTALL TO
MINIMIZE SETTIJNG
\ " �� ♦ ♦ T.O.S. ; I 1 7. 4' SAUCER WILL BE OUTSIDE OF BACKFlLL 09 North h Boylann Avenue d A�1C--t1568r A
yn\\ G ti� �9 ♦ WELLS FOR HEAT PUMP I I 4. SET TREE VERTICAL IN ALL DIRECTIONS 8. SEE SPECIFICATIONS FOR OTHER PLANTING Raleigh. NC 27606-1402
PRIOR TO STAKING.
s� � � ti ♦ - REQUIREMENTS
o � ti ♦ \ SYSTEM LOCATED WITHIN 1
1 Post Office Box 10472
-�� % \ THIS AREA. SEE PM&E Raleigh. NC 27605-0472
\�\ ♦ 16 F \ DRAWINGS I I i 1 TREE PLANTING DETAIL r 919IM1212
\ �\ ♦ \ \� \\ �O 1 L-101 NOT TO SCALE F 9191834-3203
G"TT115 ♦♦ \ ��j. I 1 VEGETATIVE STABILIZATION
\^ 77 SG ♦ x Am /
�' r YT. ♦ \ 6" E. (APPROr.. 10C Na
APPRam
�A�o ♦♦ `� /' - All disturbed areas of the project site, not shown otherwise, shall be stabilized with
\ LIMITS OF \ _
p. ♦♦ DISTURBANCE / / I - - / vegetative cover in accordance with the drawings and written specifications, and in
G \ BIO-RETENTION 1 accordance with all provisions of the North Carolina Sedimentation Pollution Control Act of R1111 a1111111ao1111t ILrrFrc
\ \ �' CELL / 1973, with all revisions. As indicated on the drawings and in the written specifications, AC W
\� �\� �Q�� ♦♦ \ \\ �— / / permanent vegetative stabilization is by installation and maintenance of Centipede sod FINAL DESIGN
ti . \\ ♦ \�\ J / throughout the project site. Should earthwork operations be completed at a time of year sli TO WE
v ��� \ o ♦ / \ / outside the indicated allowable planting time fthe lid ng me or e listed permanent vegetation, the
\ F ti� m ♦ \ � ' — / 1 bllOm DHW r>Im DHW cHK GMF
\� \ \ s ♦ x — \ / contractor shall complete the vegetative stabilization in accordance with the seeding R.4i rafillm
�B ♦♦ \ \ \ o\ \\ i schedules shown on the plans for temporary stabilization, to meet the applicable erosion and BRkgm MOM
\ ♦ -'a x 2 / sedimentation control requirements. During the following planting season for the permanent a+rr EW/ARM KEVIN M. KANE
II
V,410�
♦- - - -vegetation, the contractor shall install the Centipede sod in accordance with the following ---------NCDENR specifications, and Section 32 92 23 of the written specifications, whichever is z z
11 / \\� I F-�s � more stringent. �
4 /
4 LI 44 42 I CO/VC.
SODDING SPECIFICATIONS (NCDENR Practice Standards and Specifications 6.12) Z_
O � l•' G� _ �� {� _.� X � _.JIB `���Y❑�
�s 191 �\ S� Sod Installation - A step-by-step procedure for installing sod is illustrated in Standards and
\ ` \I ♦♦` . zs h 1g0 E OF WATER__ ��a /' \�F Ily II` Specifications Figure 6.12a, and described below: W J
xB \ \ �\ ♦♦ \ ` 91a ��\il \ 0 - - l' 1. Moistening the sod after it is unrolled helps maintain its viability. Store it in the shade W Q
8 \ \ (6�: G ti �� during installation.
`� NT 2. Rake the soil surface to break the crust just before laying sod. During the summer, lightly < C) �-
\ z p 46 YooPo\. �PAVINi' PA�ENE J Y g g P y W z
irrigate the soil, immediately before laying the sod to cool the soil and reduce root burning < Z g
Aso I 196
- -- and dieback. g V PA<EA(¢YT�� � 8 L96" CHAIN LINK EEN � 3. Do not sod on gravel, frozen soils, or soils that have been treated recently with sterilants Q =
or herbicides.
�8 ti1 , �, �e , � II tih�----.---x o w z
/ \ 0� fl'� I II 48 ti E. 4. Lay the first row of sod in a straight line with subsequent rows placed parallel to and W
18 E s _ B butting tightly against each other. Stagger strips in a brick -like pattern. Be sure that the sod U W U
o is not stretched or overlapped and that all joints are butted tightly to prevent voids. Use a Q
knife or sharp spade to trim and fit irregularly shaped areas. j LL
�p
-- - __-
PLANT LIST' - _ _ __ __ - _ _ slope.slopes 3.1 Z �
- __ _ __ _ _ __ _ _ ___ _ _,i greater, or ever e o ion may a p oblemn secure sold with pegs.
egs sloo
I LANDSCAPE NOTES or �e a
_ 6. As soddingf clearly defined areas is completed, roll sod to provide firm contact between
o KEY �QUAN IBOTANICAL NAME ,COMMON NAME HT SPD CAL ROOT ;REMARKS 1. ALL DISTURBED AREAS OF PROJECT SITE SHALL BE to W
roots and so o earl
T SODDED E SHOWN OTHERWISE. INSTALL UNLESS S WN H
- - -- - - - - . After rolling, irrigate until the soil is wet 4-inches below the sod.
a TREES I l CENTIPEDE GRASS SOD IN ACCORDANCE WITH W Q
- -..-I -I - ` "" ' — - - -- - -- - THE SPECIFICATIONS. SEEDING SHALL LIMITED TO 8. Keep sodded areas moist to a depth of 4-inches until the grass takes root. This can be r T
TEMPORARY STABILIZATION FOR EROSION CONTROL ONLY. n- i
~ A R 1 A c e r R u b r u m 'Red Sunset' Red Sunset Maple p l e 1 2 -14 ' 6' M 1 n 2.5 -3 ^ B& e determined by gently tugging on the sod - resistance indicates that rooting has occurred.cr A 6' M i n 1 5' M In B& B i M u I i t-Stem ,Tree Form , H e a vy S p e c 1 m e n 2. IN AREAS OF BIO-RETENTION CELLS, CONTRACTOR SHALL 9. Mowing should not be attempted until the sod is firmly rooted usually 2-3 weeks. a
MC 6 Myrica Cenfera Wax Myrtle 6-8'
COMPLETE CONSTRUCTION AND PREPARATION FOR
i LI 2 ILagerstroemia lndica'Natchez yNatchezCrepe Myrtle j 8-10 5'Min 1Y5 Min B&B 3-4 Stem,HeavySpecimen w
-L - ._. _._ __. — f -_ _ i _F _ ___ __ -_ PLANTING/SODDING BY HAND, LIMITING SOIL COMPACTION. Z
QV 1 Q u e rc u s v i rg i n i a n a L 1 ve oak 1 2 -1 4' 1 s h i n 3 3 5" B B Sodded Waterways - Sod provides a resilient channel lining providing immediate protection
-� -- . - 3 ' o_
1 ( _ 3. SOD ON SLOPES GREATER THEN 3:1 SHALL BE SECURED from concentrated runofiand eliminating the need for installation mats or mulch. o
' — WITH WOODEN PEGS AS INDICATED IN THE SPECIFICATIONS.
(G -- o ii N U COVERS vE R s _ _ _ _._ , .-_ . _. _._ _ _. _ _ _ The following points apply to the use of sod in waterways: sue: 1 " = 30'
.___ . - '_ _ - _. i _ _ _ �- _ _ _ _ _ _ E 1. Prepare the soil as described in Practice 6.30, Grass -lined Channels. The sod type must be �Ecr uo-: 529348
_... _ __ _._ _ _ . PARKING LOT LIGHT POLES SHOWN ARE APPROXIMATE
LM t Lino a Muscan Silver Mid et' }SllverMid et Lino e } ( 2 3 Bib Clum 12 O.C.
_ ___J __. __ P. -- _.-- ----- -_— ___ 9_ __ __-_--.___1 _ _._.. 9 _. __..- P—_--- _I _ --_- _._ ___.-- _ ---_-- _ . _--- —_--_------1_ _ -_ _ __?. _ __ ___-- - -- ----; ONLY. SEE LIGHTING PLAN FOR ACTUAL LOCATION. able to withstand the velocity of flow specified in the channel design (Appendix 8.05). �"� "o
_ __...___ __-- ._-'_ __---_ _._...... ___ _.-__ ___1_-___ { _.---__-_ _ . -___---_....-----__._. ___.._.L _----.__ _.__. _ N40085-10-C-5319
I ____- : 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING 2. Lay sod strips perpendicular to the direction of flow, with the lateral joints staggered in a
_,_ _ _ __- __._______ _______ __. _ _ _ _ _-. ___ _ _. _.___ _ ____.__I UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE NA�AC MMNG NO.
-- -- -- brick -like pattern. Edges should butt tightly together.
TO REPAIR OR REPLACE ANY DAMAGES TO EXISTING UTILITIES. 12580841
L, - - - - -- - - - - -- 3. After rolling or tamping to create a firm contact, peg individual sod strips to resist SHEETr 20 or 97
' - washout during establishment. Jute or other netting material may be pegged over the sod for
__ extra protection on critical areas. L-101