SW8120217_APPROVED PLANS_20120723

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \ 2 o Z-1 n
DOC TYPE
❑ CURRENT PERMIT
IS APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 z a1 23
YYYYMMDD

LANDSCAPING CHART
" " BUFFER LANDSCAPING CHART
TYPE A
Large Canopy Trees
Large Canopy Trees
At
Maturity
Quantity Key
Common Name
Botanical Name
Tree Type
Height
Spread
At Maturity
5 Qv
Live Cak
Quercus Vinginiana
Evergreen
30' - 40'
90' - 60'
Quantity Ka Common Name
Botanical Name
Tree Type
Height Spread
5 Total
8 Qv Live Oak
Quercus Vinginiana
Evergreen
30' - 40' 40' - 60'
8 Total
Small Understory Trees
At
Maturity
Quantity Key
Common Name
Botanical Name
Tree Type
Height
Spread
Small Unde[sto Trees
ry
2 Li
Crape Myrtle
Lagerstroemia indica
Deciduous
181+
Varies
At Maturity
2 Total
Quantity K� Common Name
Botanical Name
Tree Type
Height Spread
12 Cp Washington
Cratageus phaenoprym
Deciduous
2�0' 20' - 25'
Shrubs
12 Total
At
Maturity
Quantity Key
Common Name
Botanical Name
Tree Type
Height
Spread
Shrubs
Heritage Square 37 Ag
Glossy Abelia
Abelia grandiflor
Evergreen
3' - 6'
3' - 6'
At Maturity
37 Total
Section IV
t`78hPg
?8.
Site Benchmark
Top of Northam Bolt an
Fire Wydront at Josh Court
ad 0ffios Park Drive
Elev. 43.4a1 (Datwn 111 29)
Taken From Design Plan
Entitled 'Heat Center of
Jacksonville, NC' Prepared
by Dunn i Dalton Architect
Dated. 6/4/04 and Revised
q/27/04.
b-b
h un
- Back of Curb to
Vol
BG
Back of Curb
- Below Ground
Gx%1a A05
C -
Centerline
o caty
- Cable TV
CB
- Catch Basin
ctg
- Curb and Gutter
ecb
- Existing Catch Basin
p
o eve
- Existing Clean Out
�afh
- Existing Fire Hydrant
yo6,h
o egv
- Existing Gate Valve
Z Cp
Site
Elev.
alp
- Elevation
- Existing Light Pole
(�
E
Is epb
- Existing Phone Box
c
Sal'
m
Quantity Ka Common Name Botanical Name Tree Type Height Spread M.B. 43 P 188
50 Ag Glossy Abelia Abelia grandiflor Evergreen 3' - 6' 3' - 6' I , 9- TRACT DATA _ ° esam - Exisarg '
50 Total RM-6 Zone Sewer Manhole W d
Single Family I 10 Type A Buffer \ I Total Acreage ................ 0.95 Ac. 0 alum - Existing Water Main
_ - 20' Drainage t (4 Large Trees, 6 Small Tress, t 25 \ - ex. - Existing
Large Shrubs per 100 L.F. Acreage of Land to be
Utility Easement ) �38 , disturbed and exposed 0.95 Ac. F-F - Face of Curb to
1,40 , I 39 , Per M.B. 25, Pg. 62 4 Live Oak, 6 Washington Na L.F.(Te, \ P Face of Curb
41 , - � - ; 25 Glossy Abelia per 100 F. (Typcial) - I Acreage in parks or other Huff Drives
Install Silt Feriae recreation land usage...... 0 Ac. F.F.E. - Finished Floor Elevation
¢ ex. 8' wood H/C - Iladieap Ramp
Sat plumb �orivacy fence Lsnerom Property I Acreage in open space......... 0.25 Ac. _
11
Invert
- - - -
Zone .......................... 0&I _
-----------�-- ----- -- --------------- - --r - - - - _ �--I i'XSF AG Number of Lots Existing ....•. 2 O1u'd Vicinity Sketch
O IM FB Iron 5� F
19'0*9_9 E 100.24' "
- on bank Number of Lots Proposed ...... 1 Not scale
---- - -- -519'16'02"E 104A5' of suala Number of Units ............... 3 PG. -Minimum Buil irg Line
- ---- - Install - nil Found
- Page
10' Buffer --- - -- s,: a e Minimum Lot Size Allowed...... N/A PKF
rntal Silt Fence Nail
Ak Per M.B. 28, L Sw .. ,f _ ___ _ O Erosion and Sedimentation Control Plan:
Pg. 62 - �._ _ •,e. at Ditch Tap of Average Lot Size .............. N/A R - Radius
- 0 MB _- Bank Ownership Status .............. Fee Simple I Construction Sagyrxe:
_ - - - - W R'htof-
- - - - -
- - - - - - -
-
Prune dead and damaged
limbs, as reoaseory,
ex. conic.;
chute
3 pieces reinforced
rubber hose
3 No. 12 gaups - - --
_ - -- -
- - - - - -'
3' Mulch Ob rot
�d degreesaurd the Les. - ' -
- - - -I
41.63
leave Boil on buricnp.
3 - Trotted Dumpetsr Pad
Without Drain
All synthetic straps, bards
wooden stakes (Sea Detail an
Sheet 3 of 3
and twire shell be rarroved
ill Gutter
from 1/4 to 1/3 of the top
of the root bait ad all ropes
fjd
DOC 41.
, R his Radius Onl'
or wires shall be removed Harm
3' Forth Saucer
I 1'J'nd
the plant's trunk a croon.
o
GB
BOG 41.
Scoff fy all edge
Top 4LI6
41.42
13ackftil mixture.
of Les pit
FL 40.66
��� 4
'..
(z pats ahnorp sad
Irn. 38.417
41.27 SIR I
1 port pin bark mulch
e� fertilizer lobe
42•
5 parts existing Topsail
I Web dianater f 4 par
e< irrigation
A
'9 - way
Type of Units ................. Medical Office Tyr. - Typical A. Notify City OF Jacksamilb Public works DaperLrnont, Ergieer and
_Density ....................... N/A Ourw prior to begimkg construction.
_ ;n\(\ Proposed Use (s) ............... Medical Office Ex. Si B. Sediment control measures we rewired to be Installed at the earliest
*a - procticable data after start of work. Gradirg oper Vwo shall begin at
36 6d \ Existing Use(s)............... Vacant
I \ Water Service COJ - Landscape Islands loll points' points of outfoll release or at other locations of where
I I \ Sewer Service ................ COJ sedtTant control mred ro easus are shown an plan; athe sediment contl
devices (silt fences, etc.) shall be installed before or simultaneously with
- x 42.26 -Proposed Spat Elevation the grading of any sea draining to the device.
24' 24■ C�Cw I 41� Lot 16 t 17 IO Drainage t Utility Design ( Tax Ma 351H, Parcel 75
24' M.B. 28, Pg. 62 Easement Per 1 Note u 1 1 P dolls G. Lmits of clearing wall be as efnoiWil Over may lesson the amount to area.
to tan'' work Silt farce hall be instal at
thoroughly mix to back ill) O1' 2 par shrub
ball shall W twice
ban diareter
thoroughly mix to back ill) O1' 2 par shrub
ball shall W twice
ban diareter
ecx --- _
l
9 �
�� 9
4'R 42.25
ORNAMENTAL TREE PLANTING DETAILasphalt
_
I
24u� (Typ.)
arkg
For small trees with a low branching habit
-- -
of
I
_i42.85
Not to scale
1�
ex.
building
i
!
I ' (TYP•)
Set plumb i
%
15
us
Northeast Office Park
Section III
1
j
2 0
Prue dead and damped
limbo os neosway
M.B. 28, Pg. 62
Ott Zan
Offices ! 41.66 m
IL
N70'45'52°El
205.99'
I m
Install Silt Fancy 41.iG
At Property Line !
2 pieces reinforced - No, t2 gp as u
rubber hass golvanisd Wwe.
3' hardwood mulch.
Do not leave sail
All on burlap.uuovd i stake 24 CI
Ke
bands ci t krf MII (Typ')
be rarreved from 114 g
to VS of the top of -0� h `•'a'ca'' I. I 4 WR Lj
the root bail old all -
room a wines shall
1 plant'■ trurdcfnam M E is-r> -1 Scarify edges of tree pit ' pi_ r
9ackfiil mixture.§�
(2 pats shag said Woodoce fertiliser tabs
I pat pin bark mulch I 4 par tree CB / q'
5 parts existing 11 ----rj 2 per shrub Top 40. f
thoroughly mix to backfill) Nob diaretsr for ball FL 40.16 Yp')
shall be twice ball diareter I /\
Inv. 36.30 \ 3 J
CANOPY TREE PLANTING DETAIL exdscaoe
Not to scale area
I Ex Design CB
41.88 4'R
18' (Typ.
42.00 Grace
Ag 42.00 Ore*
11.88 4'R (TYP•)
ITop AI_I8 �I i Qv /,tg
FL 40.68 O
Coordinate Construction Inv. 37.64
With City of Jacksonville n A9 A9 A9
Drainage Improverrlonts To ex. 2x2 - ex. 2'x2'
Josh Court. \ brick _ - brick 41.60
column coluim
R/W -
\� SF
oe II' G
t down I64 Ip
ex cone, sidewalk
Q) �_ A
'�. + Ex. Design essmh _
Q „ ex. b 118" RCP / top 4Ca7 FL 40.75
�P
b-b � / nv. 34 54- Ent
1`4 ex. 5" ss 7 Irw. 35.00 `-
u egv / I' PKF egv- --. _ /C
.p top 40.63 / tit too 40.73 "
V d top of nut 3q.0s i it top of nut 38.48 - ex 8" w
`~ c g
O L top 4050
_ 61 I 38 70top rut / \✓; -
WR (Typ-) 16 I 17 D.B. 3402, Pg. 824 M.B. 28, Pg. 62 I PIN 438716737421 - Stop Bar Confirm pNor s _ of n s ire
asel,`12•86 Tax Map 351H, Parcel 76 the down slops edge of clearing immediately after a lot is clawed. Silt
�42.30 I 14 Spacae 11 Pave FlushlWit fence shall be rraintained until the lot is stabilized completely. Silt fences
.� 5R lk PIN 938716737362 ® - �'OP Sign are shown based an topographic information in the locations expected to
a a f Deed Ref.: D.B. 3402, Pg. 829 be Meded to trap sedi ent prior to entering down slope areas. Actual
9 a I `` 1 M.B. 28, Pg. 62 eel - Traffic Flow Arrow locations ol,
�� I �' =11 1 Exterior I topography. That is, on *hall il wheys silt toadjusted to t tows is notsho n on the plan but the
1 io y: I I Lighting I SETBACKS - - he actual physical on site
- Ex. Ditch actual topography redownwardecidownward slops, silt fence shell be installed.
eis� �� �e �' Install Silt Fancy Where the actual topography reflects an upward slope silt francs is not
:I
:.:..• , .. ._ ._ _ _ r -"' At Property Line trod.
-{ , n *- .. ,:: - •- 4 Sidewalk r Front Yard ................... 25'
.)'^: y 1 Y.i �• - 2.� is alk, .•:F ..:e- . �
:' 's. 60'
Side Street .................. 8' D. Install stabilized rotruction entranoss prior to begimirq construction.
E. Install silt fence where shown Immediately after clearing.
I Wheel Stop I I I Side Yard 6 G.F. strip and stockpile topsoil for later use and begin rough grading.
2' Asphalt To i TYPiral I I - Rear Yard .................... 101 perimetera
. Tsmporary seed areas d slopes greaterre rthen 3:1 that anot
I :- Building.. I.. Flush With f I to be disturbed within 7 days (14 days for other seas).
Access i Sidewalk I I I I
BUILDING DATA: Wse. Install water and sewer services.
Point I �, Elay. 42.35 � I i' I Install storm drainage piping and inlet protection on proposed catch basins.
Drof'Oge Max. Building Height allowed........ N/A J. fire grade. Place CABC over compacted subgrads, and install curb and gutter
: Utility Install asphalt surface course.
Proposed I I Proposed Max. Height of Building 1 Story) I ^ I I I Easement P 9 g • • • • ( y K. Install
cas mat surface
canductc ors pave a proof roll test, on the
x 1 I Per M.B. 22, Sprinkler ........................... No subgrade prior to installing star, and on the star prior to
_ 3, Asphalt To Medical Office it I Pg. 185 Proposed Building Square Footage.... 8,510 S.F. irotalling extruded curb and / or asphalt. The proof roll tests shell
o Flush With 1 ' I
Sidewalk I � ( - _ -� � I Existing Building Square Footage.... 0 S.F. be conducted in the presarxe of o City of Jacksonville Costrvction
Building C4 I �m Impactor.
Elev 42.35 1 - IE I 572'52usW Construction Materials .............. Wood,
v F.F.E. 42.75 I r I I 205,gi' Brick Veneer L. Seed, fart tize, and mulch perm etsr areas o,d slopes greater than 3-0
I
• . PARKING DATA: within 7 days of completing any phase of the grading work (14 days far
_ I i other areas). Apply temporary seeding if area is to be disturbed again
,- " I 1 I and permareent if areas have bean final graded ad accepted by engineer 123 O I I Parking Required .............. 1 Space/250 S.F of and owner.
(12V-0' Roof) - 1 i Gross Floor Area Apply time and fertilizer and ware into seed bad, sad mixture shall be
b 1 Asphalt To I I (8510/250) = 34 Spaces distributed uniformly ad covered with a clear straw mulch. Mulch shall be
` 18' 3i { l Flush With Wheel Stop Compact Spaces Allowed crimped a tacked to help hold in place. See Dstal °hest far '^°ter'al ad
• I Sidewalk I T Ieol I I' (up to 25% for lots w/ application rates.
•� 1 Elev. 42.35 YP IO.OG' I _ - and
10 or more spaces) .......... 9 Spaces 3 ehnl arrdContvictor i°mewu'salasf rewired topewnt accelerated aroslan ror maintaining all erosion contrvil esam taking
_ Parking Provided ............. 49 Spaces (2 H/C Spaces) place on this site, until site is restabilimd and aooepted by City of Jacksonville,
'•:,,�,� . -.; t.=g ;- = ; - • £ c-r „, - I 42.25 I Compact Spaces Provided.... 0 Spaces ovi
.-w- -.:, ., ... : • .. Weer ad owner.
_ .... - .• 5 Sidewalk_ .., _ ,:,
♦ - - - i'" r to distorted ad i existing ditch
` �•-•-r ..P :.. ;• .•:. , • •,' - .• .-�,.� :� - -��•' `:•- Existing Parking .............. 0 Spaces 4. Existing ditch banks we not be f aX sq iamb are
I Desi I Total Parkin ........... 49 Spaces (2 H/C Spaces)
eee� uess>• s>, � s»• e� sesu� Idistorted they shall be regraded to have 3:1 or flatter side slopes and the
T n \ Note I _ g P
f/canterliro graded to produce positive drainage.
H d / u 1 , 15 i 5. For addaicnai Information, eve detail short.
I Extsrior I westmjnbter LANDSCAPING DATA:
g q Lighting office Park Boundary ................. 41,448 S.F. = 0.95 Ac. Water and Sewer Notes:
v I M.B. 22, Pg. 185
p 42.08 1 001 Zorn Existing VAA ............. 0 S.F. 1. Potable water supply and savage treatment to be by City of
rWrvaThise Sids Oral ♦• I 8' 8i x 41.1�3 SPW°5 41.40x \ C I Offices Proposed VAA • • • • • . • • • • .. 20,464 S.F. Jacksonville.
rted Crown Sidewal h I I 1' Existing ISA 0 S.F. 2. Contractor shall verify location of existing water and sewer
Asphalt �� maim and report any deviations to seer prior to construction.
\ Elev. pho 24■ UG ISA without Building ..... 22,051 S.F.
\ : 13. As of ,lanuay I, 191X, ayae digging with mechanized eoyipmont in
N I 41.20 - 25' MBL _ ® 7 1 - (TYP•) 1 ISA with Building • . • .. • • • . 30, 561 S. F, highway right-of-way, private utility eaaernants, m public spaces
- s Proposed ISA 30,561 S.F. (Total)
will be rewired by North Caralfna love to give ratite of the proposed
5 R 41.T9 42.06 I li I Existing ISR ............. 0.000% excavation to all existing sea utilities at least 2 working days
Prewntsr I Proposed ISR ............. 0.739% (Modeerately High) before starting to dig. The utility suer is to locate its facilities in
I _• 24(Typ.) (Total)cv0 41 .Landsca ing Re4uired ..... 2,455.6 S.F.
the area of the proposed excavation. Utility marnbero of UL.000 man be
A A .. 41.90 Ag Ag Ag Ag %19 i x 2.4'x2.4' 1,227.8 S.F. (Interior) contacted at 1-eoo-632-4949.
war - g 41.78 41.5 N brick column sign 4.6 Trees 4. Contractor is respasible, for co ntaetig try utility compay that is
itintisi �... /G - - not a member of ULOCO.
Po I Ag o-„ Design p \ I - -- --. _ 36.83 Shrubs
box I-•. Nets s I ZS - I - - - 5.Contraetor shall verify location of all underground amities prior to
n v =• - -- Landscaping Provided ..... 2, 472 S.F. (Total)ox W. sincornorit of ,k
/G h i90 •15F vent s iq'14'45"W 97.71 cote !�"t5F 1,553 S.F. (Interior)
RiwmpGL ': IGL �� 7 Trees 6. Contractor is responsible for any damages to any existing utilities.
_-.__. _. -- - - .-._ _ - ice to be 4-inch Sch. 40 P.V.C. Glue ,pint pipe.
ME 37 Shrubs
_ ewm i ----- ____ \ General Notes: - o. ca,tractsh°II .ratify the City of Jacksonville Engineering Division at
eco eco eta"'-' -. -- - �/ I Development area is a cleared open lot least 48..h ours prior to cannsaairg ay work, inspections, sonpling, and
.-�_ Crosswalk cog - = t/ 2. All easements to be Drnixgs t Utility at dimensions shown, unless lonassuns tests.
9. All wager ad sawn system installation materials ad practices shall
P- ----•'� r1EG InstalI ° 4' kSeuPar MEG Pssma Stabilized I u _ othorwiss noted. meet City of Jacksonville epecificattas-
tion Behind Curb senvios Construction MEG y 3. Thus are nno Areas of Ernvin in entot Carxerm as
BOG Between Entroxas BOG to,, �. Entrance I BOG 10. All constriction mat be canpleted in accordance with the City of
G----' 41. T defined by the Coastal Area Management Act (CAMA) pecifiratias, Standards, ad Deli
41.2 Sea tail 40.42 Jacksonville Manual of corn _--. - - - -- an s s it. Prior to carrnnerncing traction the contractor shall schedule a
--
ex. 8" 5s s yG - - - e - �` 4. This project is not affected C 3 special flood heard �struction conference uSith the City of Jacksonville at City Wall.
.lax, 30'± 1 �'� -- -- � � � area based upon FEMA map CPN 370178 4387J (City of
d_b lea T an•n r .- ex. 8 ss \ Jacksonville). E Nov.
_ i Effective 3Z005
--- - = _ ++ S. T • Information taken fmm a survey Design Notes:
6 All Paan
d d Associates, Inc. dated 10-28-11. - . 4' Transition From '3urb To Sidewalk Ifyevation.
ige Stop
to top
will be R1-1, 30 Nigh Intercity Prismatic. Mounting
i
- - - -- - '- -- - �l b T to M batten of Ivannmd u-G 2. All Elevations Along Curb are For Top of Curb
- - - L t
ex. cone s�dewa k . -+f "<o`"'.-:-- � � � Weight sign. Gar haul pasts
egv - are roeorrmarded for mounting
topo
3a82 - 7. Po+cela within this p%ject ere subject to the provisiaeoF the -
c ce nut sewer allocation policy of the City of JaoksonviVe and that sewer
^,yr capacity for any particular paa°I may or may not be available.
R/W l41C �� �i ' -- w Water - T 8. Exterior IigMig is approximate, aid shall rot adversely affect any
i i4/C , . - � I W traffic ar adjacent props Ise. ''" N (� ,7tf TFS INC
wipe m Ramp I `38 , Tapes I err e 3a 6' O 9. Areas robed fa traits and grasnways and/or required sidewalks ) i(Ik.L ld :� r
_ down Site _� For I ,.� t 1 shall be unobstructed from b inches below to 10 feet above ONSAA CNG ENGINE, S LAND St;Nt'E1'(H+,5 LtYh)PI.ANheuc
` , u n, 1 37 , Northeast Office Park jt I grade
`32 u ax. 2.3'x2.3' ! I i, Ira°' «; Benchmark `_ • Section III I I I grade (ovw+wW clearance). Telephone pedestals electric !'. t). Et)X 97b JACX_%0NYh1.LE INC 28591.Ov7u,
brick column i u x '. M.B. 28 Pg. 62 I trarofornnar•s, drop Inlets, farrow, or any other obstructions, S't Pl T 1
24' (Typ.)
42.
42.10
A9 A9
5
15,
NOTE: yam_
Contractor shall insure that he and all his EX Design I I 1 I i� u I Oil Zane to -Utility
Drainage i -�{--� I shill to remo an/or relocated in odes to create aid maintain 1 e an - ype
workers (contractors, subcontractors and 124" RCP ¢ Off ices Per
Eaeenent thisIssuance nce of aid shall be fres to o of cracks and �"°°° �� to "" LOT 16 & 17 NORTHEAST OFFICE PARK
other- site personnel) do not damage J josh Court 60 R/W Per M B 28 P 62 issuance of a Final certificate of aaau
construction stakes or other measures sidewalk
conk.
used in laying out the project whether by sidewalk Public Street
the Engineer or another entity including Set Plumb
those under the employ of the contractor.
Contractor shall cause his workers to observe
aid verify to the fullest extent practicable Rarnove container or uroppng, except
that stakes, other measures and grades are, burlap, completely From root
bell.
remove
or appear to be, accurate and correct, and
burlap frcrrn tap I/3 of root belt
immediate) but prior to an associated work
notify the immediately,
entity of m potential Shrubs n ids shall have enuci bed 3' Waduuood Mulch
Y staking Y Y Potant� prepared rather LFnm ndrvidud plots.
conflict, error or question regarding the work. hales. Cover entire bed with 3' mulch ,
The Engineer shall not be responsible if all of
the above measures we not strictly adhered h Saar
to. The Engineer shall not be responsible whereo o -
due to damage, his staking can rat be verified. (2 par mixture
sond
For critical or costly components of the work, - i part e
enbark mulch
wham the contractor believes that staking may 5 parts existig tao.wl li . Woodace �atilimr ter»
not be preserved, the controctor shall request iharaphty mix to b°dd11t) - 6'MIN~
the staking entity to place staking in on area Amad eitin plait bed or row
where its preservation can be insured. when more than oe pant Is used.
SHRUB PLANTING DETAIL
Not to stole
Rev. 4/2/12 JLM - Add roof dimensions.
Rev. 12/12/11 - Revise Parking, Sidewalk, Dempster, Notes, and Services
Landscaping Islands 10. All dista o" are horizontal ground, U.S. Survey Feet.
Drainage Pi Chart 1 = 539 s.f. (interior) 11. No nam search dare by, an furnished to surveyor in regard to SECTION III
�i Pipe 2 = 200 s.f. (interior) wining, set baln, easements or restrictions. -
3 = 315 s.f. (interior) 12. Existing utility lira may Infer the existence of an easement.
AREA Q10 DIAMETER GRADE LENGTH 4 = 249 s.f. (interior) 13. Stomnweter drain to an existing Wet Detention Basin as part of Jacksonville Township, Onslow Co., Noth Carolina
PIPE (acres) (cfs) (inches) (ft / ft) (.if) 5 = 651 s.f. (interior) , .•
State Stormwater Permit No. 90043I for Northeast Office Park.
6 = 2 5 8 s . f . , n: r P r , 14. Ex. irate• Taken Fran Place Entitled 'Northeast Office Pork n P P O V /
Em-
A -T. _9281 4.94 15" RCP 0.0075 5- 7 = 258 s.f- .,s" "ia 1"8i i-�llV Paola LLC 't
B 0-81 9.99 15" RCP 0.0075 9G >u�. isi{h'��,, As -Built Plan' Prepared by John L. Flores Surveying Dated I /
c 0.44 2.68 12" RCP 0.0050 138 LANDSCAPE NOTES: ti t5 .J `.. Feb. 1990. Famished BY City of Jackeawilb ad Fbki Verified By NORTH CAROLINA ENVIRONMENTAL 269 Royal Bluff Road
fi f/ ry% Poker t ttooAssociates,kInc. M_ 1 �V,1,/1 COMMISSION Jacksonville NC 28540
I. Each loge tray at the time of Planting i a 15. 5i4 subject to Jacksawilb ComprahonNw Bicycle and Pedestrian MANACF ENT COit rl n n
Q=CiA shall be a minimum of 2 inches in caliper jEAL if.\ Plan.
c 0.85 RCP = Reinforced Concrete Pipe ad 8 feet in height. )
tc 5 min. CFS =Cubic Feet per Second 2. When mature, a large deciduous tree .37928 �•: J t� itll� 16. Sidewalks will be free of cracks and brooks prior to the Issuance 2 3_ �UL- Zvf �.
of ° Fial Certificate of GRAPHIC SCALE: 1 Px20
should be at least 40 feet high, have , �n'P�y. - u n
t , _ 17. Pedestrian arose -calks need to be and signed In accordance 0 10 20 40 (00
i10=7.P in/hr. LF Linear Feet minimum crown width of 3o feet, ad P .� I g'Od DATE: 11/10/11
FPS = Feet per Second ✓GIWE`✓•' ^ with the MUTCD. a trunk of at host 12 inches. 1� QQ',
3. Each underatxy tres at the time of ?MTj i.JtG.`t 18. STOP bars shall be a minimum of 4' behind the crams -walks.
NOTE: planting shall be a minimum of 7 gallons. 19• Pwemnant markings In or leading to public R/W shall be thermoplastic SCALE: 1�11 = 201
1. Contractor shall use invert elevations shown on plans 4. Each shrub at the time of planting shall
for construction. Grades shown above are rounded. be a minimum of 3 gallons. with glow beads. FEET
2. PiA construction tbe with City of 5. The developer may substitute landscaping 20. For additional details, see specifications ad additional plans.
Pe consrucon o e co
species as 1 as The City landscaping
Parker & Associates, }� land Rory
Jacksonville drainage improvements to Josh Court. ° °� ylField Book: Jacks - Land Surveyors - Lamed Planners �
ordirancas one mat. Substitutions should Ills Misc. #2, Pg. 4q-55 COIn811ItID� $DjIIIBE><"8 - y
be confirmed with The Plomi''sDivision. Data Collects': G� LOT Its
i. An landscaped areas to have gross, a Disk Nana: Acac( #2376 306 No; midge � 1 �8 - - - - - --
OM
mulch cover. Filename: Topogrc alvUle, North Carollina
Job No.: S110929-ai �Worksheat.dwg BLD Jaa�5_
Sheet 1 of 3 iPhene 910) Ec u14 - Fax lol 6 sill
'awe �kxnse Number: -0108
ITop AI_I8 �I i Qv /,tg
FL 40.68 O
Coordinate Construction Inv. 37.64
With City of Jacksonville n A9 A9 A9
Drainage Improverrlonts To ex. 2x2 - ex. 2'x2'
Josh Court. \ brick _ - brick 41.60
column coluim
R/W -
\� SF
oe II' G
t down I64 Ip
ex cone, sidewalk
Q) �_ A
'�. + Ex. Design essmh _
Q „ ex. b 118" RCP / top 4Ca7 FL 40.75
�P
b-b � / nv. 34 54- Ent
1`4 ex. 5" ss 7 Irw. 35.00 `-
u egv / I' PKF egv- --. _ /C
.p top 40.63 / tit too 40.73 "
V d top of nut 3q.0s i it top of nut 38.48 - ex 8" w
`~ c g
O L top 4050
_ 61 I 38 70top rut / \✓; -
WR (Typ-) 16 I 17 D.B. 3402, Pg. 824 M.B. 28, Pg. 62 I PIN 438716737421 - Stop Bar Confirm pNor s _ of n s ire
asel,`12•86 Tax Map 351H, Parcel 76 the down slops edge of clearing immediately after a lot is clawed. Silt
�42.30 I 14 Spacae 11 Pave FlushlWit fence shall be rraintained until the lot is stabilized completely. Silt fences
.� 5R lk PIN 938716737362 ® - �'OP Sign are shown based an topographic information in the locations expected to
a a f Deed Ref.: D.B. 3402, Pg. 829 be Meded to trap sedi ent prior to entering down slope areas. Actual
9 a I `` 1 M.B. 28, Pg. 62 eel - Traffic Flow Arrow locations ol,
�� I �' =11 1 Exterior I topography. That is, on *hall il wheys silt toadjusted to t tows is notsho n on the plan but the
1 io y: I I Lighting I SETBACKS - - he actual physical on site
- Ex. Ditch actual topography redownwardecidownward slops, silt fence shell be installed.
eis� �� �e �' Install Silt Fancy Where the actual topography reflects an upward slope silt francs is not
:I
:.:..• , .. ._ ._ _ _ r -"' At Property Line trod.
-{ , n *- .. ,:: - •- 4 Sidewalk r Front Yard ................... 25'
.)'^: y 1 Y.i �• - 2.� is alk, .•:F ..:e- . �
:' 's. 60'
Side Street .................. 8' D. Install stabilized rotruction entranoss prior to begimirq construction.
E. Install silt fence where shown Immediately after clearing.
I Wheel Stop I I I Side Yard 6 G.F. strip and stockpile topsoil for later use and begin rough grading.
2' Asphalt To i TYPiral I I - Rear Yard .................... 101 perimetera
. Tsmporary seed areas d slopes greaterre rthen 3:1 that anot
I :- Building.. I.. Flush With f I to be disturbed within 7 days (14 days for other seas).
Access i Sidewalk I I I I
BUILDING DATA: Wse. Install water and sewer services.
Point I �, Elay. 42.35 � I i' I Install storm drainage piping and inlet protection on proposed catch basins.
Drof'Oge Max. Building Height allowed........ N/A J. fire grade. Place CABC over compacted subgrads, and install curb and gutter
: Utility Install asphalt surface course.
Proposed I I Proposed Max. Height of Building 1 Story) I ^ I I I Easement P 9 g • • • • ( y K. Install
cas mat surface
canductc ors pave a proof roll test, on the
x 1 I Per M.B. 22, Sprinkler ........................... No subgrade prior to installing star, and on the star prior to
_ 3, Asphalt To Medical Office it I Pg. 185 Proposed Building Square Footage.... 8,510 S.F. irotalling extruded curb and / or asphalt. The proof roll tests shell
o Flush With 1 ' I
Sidewalk I � ( - _ -� � I Existing Building Square Footage.... 0 S.F. be conducted in the presarxe of o City of Jacksonville Costrvction
Building C4 I �m Impactor.
Elev 42.35 1 - IE I 572'52usW Construction Materials .............. Wood,
v F.F.E. 42.75 I r I I 205,gi' Brick Veneer L. Seed, fart tize, and mulch perm etsr areas o,d slopes greater than 3-0
I
• . PARKING DATA: within 7 days of completing any phase of the grading work (14 days far
_ I i other areas). Apply temporary seeding if area is to be disturbed again
,- " I 1 I and permareent if areas have bean final graded ad accepted by engineer 123 O I I Parking Required .............. 1 Space/250 S.F of and owner.
(12V-0' Roof) - 1 i Gross Floor Area Apply time and fertilizer and ware into seed bad, sad mixture shall be
b 1 Asphalt To I I (8510/250) = 34 Spaces distributed uniformly ad covered with a clear straw mulch. Mulch shall be
` 18' 3i { l Flush With Wheel Stop Compact Spaces Allowed crimped a tacked to help hold in place. See Dstal °hest far '^°ter'al ad
• I Sidewalk I T Ieol I I' (up to 25% for lots w/ application rates.
•� 1 Elev. 42.35 YP IO.OG' I _ - and
10 or more spaces) .......... 9 Spaces 3 ehnl arrdContvictor i°mewu'salasf rewired topewnt accelerated aroslan ror maintaining all erosion contrvil esam taking
_ Parking Provided ............. 49 Spaces (2 H/C Spaces) place on this site, until site is restabilimd and aooepted by City of Jacksonville,
'•:,,�,� . -.; t.=g ;- = ; - • £ c-r „, - I 42.25 I Compact Spaces Provided.... 0 Spaces ovi
.-w- -.:, ., ... : • .. Weer ad owner.
_ .... - .• 5 Sidewalk_ .., _ ,:,
♦ - - - i'" r to distorted ad i existing ditch
` �•-•-r ..P :.. ;• .•:. , • •,' - .• .-�,.� :� - -��•' `:•- Existing Parking .............. 0 Spaces 4. Existing ditch banks we not be f aX sq iamb are
I Desi I Total Parkin ........... 49 Spaces (2 H/C Spaces)
eee� uess>• s>, � s»• e� sesu� Idistorted they shall be regraded to have 3:1 or flatter side slopes and the
T n \ Note I _ g P
f/canterliro graded to produce positive drainage.
H d / u 1 , 15 i 5. For addaicnai Information, eve detail short.
I Extsrior I westmjnbter LANDSCAPING DATA:
g q Lighting office Park Boundary ................. 41,448 S.F. = 0.95 Ac. Water and Sewer Notes:
v I M.B. 22, Pg. 185
p 42.08 1 001 Zorn Existing VAA ............. 0 S.F. 1. Potable water supply and savage treatment to be by City of
rWrvaThise Sids Oral ♦• I 8' 8i x 41.1�3 SPW°5 41.40x \ C I Offices Proposed VAA • • • • • . • • • • .. 20,464 S.F. Jacksonville.
rted Crown Sidewal h I I 1' Existing ISA 0 S.F. 2. Contractor shall verify location of existing water and sewer
Asphalt �� maim and report any deviations to seer prior to construction.
\ Elev. pho 24■ UG ISA without Building ..... 22,051 S.F.
\ : 13. As of ,lanuay I, 191X, ayae digging with mechanized eoyipmont in
N I 41.20 - 25' MBL _ ® 7 1 - (TYP•) 1 ISA with Building • . • .. • • • . 30, 561 S. F, highway right-of-way, private utility eaaernants, m public spaces
- s Proposed ISA 30,561 S.F. (Total)
will be rewired by North Caralfna love to give ratite of the proposed
5 R 41.T9 42.06 I li I Existing ISR ............. 0.000% excavation to all existing sea utilities at least 2 working days
Prewntsr I Proposed ISR ............. 0.739% (Modeerately High) before starting to dig. The utility suer is to locate its facilities in
I _• 24(Typ.) (Total)cv0 41 .Landsca ing Re4uired ..... 2,455.6 S.F.
the area of the proposed excavation. Utility marnbero of UL.000 man be
A A .. 41.90 Ag Ag Ag Ag %19 i x 2.4'x2.4' 1,227.8 S.F. (Interior) contacted at 1-eoo-632-4949.
war - g 41.78 41.5 N brick column sign 4.6 Trees 4. Contractor is respasible, for co ntaetig try utility compay that is
itintisi �... /G - - not a member of ULOCO.
Po I Ag o-„ Design p \ I - -- --. _ 36.83 Shrubs
box I-•. Nets s I ZS - I - - - 5.Contraetor shall verify location of all underground amities prior to
n v =• - -- Landscaping Provided ..... 2, 472 S.F. (Total)ox W. sincornorit of ,k
/G h i90 •15F vent s iq'14'45"W 97.71 cote !�"t5F 1,553 S.F. (Interior)
RiwmpGL ': IGL �� 7 Trees 6. Contractor is responsible for any damages to any existing utilities.
_-.__. _. -- - - .-._ _ - ice to be 4-inch Sch. 40 P.V.C. Glue ,pint pipe.
ME 37 Shrubs
_ ewm i ----- ____ \ General Notes: - o. ca,tractsh°II .ratify the City of Jacksonville Engineering Division at
eco eco eta"'-' -. -- - �/ I Development area is a cleared open lot least 48..h ours prior to cannsaairg ay work, inspections, sonpling, and
.-�_ Crosswalk cog - = t/ 2. All easements to be Drnixgs t Utility at dimensions shown, unless lonassuns tests.
9. All wager ad sawn system installation materials ad practices shall
P- ----•'� r1EG InstalI ° 4' kSeuPar MEG Pssma Stabilized I u _ othorwiss noted. meet City of Jacksonville epecificattas-
tion Behind Curb senvios Construction MEG y 3. Thus are nno Areas of Ernvin in entot Carxerm as
BOG Between Entroxas BOG to,, �. Entrance I BOG 10. All constriction mat be canpleted in accordance with the City of
G----' 41. T defined by the Coastal Area Management Act (CAMA) pecifiratias, Standards, ad Deli
41.2 Sea tail 40.42 Jacksonville Manual of corn _--. - - - -- an s s it. Prior to carrnnerncing traction the contractor shall schedule a
--
ex. 8" 5s s yG - - - e - �` 4. This project is not affected C 3 special flood heard �struction conference uSith the City of Jacksonville at City Wall.
.lax, 30'± 1 �'� -- -- � � � area based upon FEMA map CPN 370178 4387J (City of
d_b lea T an•n r .- ex. 8 ss \ Jacksonville). E Nov.
_ i Effective 3Z005
--- - = _ ++ S. T • Information taken fmm a survey Design Notes:
6 All Paan
d d Associates, Inc. dated 10-28-11. - . 4' Transition From '3urb To Sidewalk Ifyevation.
ige Stop
to top
will be R1-1, 30 Nigh Intercity Prismatic. Mounting
i
- - - -- - '- -- - �l b T to M batten of Ivannmd u-G 2. All Elevations Along Curb are For Top of Curb
- - - L t
ex. cone s�dewa k . -+f "<o`"'.-:-- � � � Weight sign. Gar haul pasts
egv - are roeorrmarded for mounting
topo
3a82 - 7. Po+cela within this p%ject ere subject to the provisiaeoF the -
c ce nut sewer allocation policy of the City of JaoksonviVe and that sewer
^,yr capacity for any particular paa°I may or may not be available.
R/W l41C �� �i ' -- w Water - T 8. Exterior IigMig is approximate, aid shall rot adversely affect any
i i4/C , . - � I W traffic ar adjacent props Ise. ''" N (� ,7tf TFS INC
wipe m Ramp I `38 , Tapes I err e 3a 6' O 9. Areas robed fa traits and grasnways and/or required sidewalks ) i(Ik.L ld :� r
_ down Site _� For I ,.� t 1 shall be unobstructed from b inches below to 10 feet above ONSAA CNG ENGINE, S LAND St;Nt'E1'(H+,5 LtYh)PI.ANheuc
` , u n, 1 37 , Northeast Office Park jt I grade
`32 u ax. 2.3'x2.3' ! I i, Ira°' «; Benchmark `_ • Section III I I I grade (ovw+wW clearance). Telephone pedestals electric !'. t). Et)X 97b JACX_%0NYh1.LE INC 28591.Ov7u,
brick column i u x '. M.B. 28 Pg. 62 I trarofornnar•s, drop Inlets, farrow, or any other obstructions, S't Pl T 1
24' (Typ.)
42.
42.10
A9 A9
5
15,
NOTE: yam_
Contractor shall insure that he and all his EX Design I I 1 I i� u I Oil Zane to -Utility
Drainage i -�{--� I shill to remo an/or relocated in odes to create aid maintain 1 e an - ype
workers (contractors, subcontractors and 124" RCP ¢ Off ices Per
Eaeenent thisIssuance nce of aid shall be fres to o of cracks and �"°°° �� to "" LOT 16 & 17 NORTHEAST OFFICE PARK
other- site personnel) do not damage J josh Court 60 R/W Per M B 28 P 62 issuance of a Final certificate of aaau
construction stakes or other measures sidewalk
conk.
used in laying out the project whether by sidewalk Public Street
the Engineer or another entity including Set Plumb
those under the employ of the contractor.
Contractor shall cause his workers to observe
aid verify to the fullest extent practicable Rarnove container or uroppng, except
that stakes, other measures and grades are, burlap, completely From root
bell.
remove
or appear to be, accurate and correct, and
burlap frcrrn tap I/3 of root belt
immediate) but prior to an associated work
notify the immediately,
entity of m potential Shrubs n ids shall have enuci bed 3' Waduuood Mulch
Y staking Y Y Potant� prepared rather LFnm ndrvidud plots.
conflict, error or question regarding the work. hales. Cover entire bed with 3' mulch ,
The Engineer shall not be responsible if all of
the above measures we not strictly adhered h Saar
to. The Engineer shall not be responsible whereo o -
due to damage, his staking can rat be verified. (2 par mixture
sond
For critical or costly components of the work, - i part e
enbark mulch
wham the contractor believes that staking may 5 parts existig tao.wl li . Woodace �atilimr ter»
not be preserved, the controctor shall request iharaphty mix to b°dd11t) - 6'MIN~
the staking entity to place staking in on area Amad eitin plait bed or row
where its preservation can be insured. when more than oe pant Is used.
SHRUB PLANTING DETAIL
Not to stole
Rev. 4/2/12 JLM - Add roof dimensions.
Rev. 12/12/11 - Revise Parking, Sidewalk, Dempster, Notes, and Services
Landscaping Islands 10. All dista o" are horizontal ground, U.S. Survey Feet.
Drainage Pi Chart 1 = 539 s.f. (interior) 11. No nam search dare by, an furnished to surveyor in regard to SECTION III
�i Pipe 2 = 200 s.f. (interior) wining, set baln, easements or restrictions. -
3 = 315 s.f. (interior) 12. Existing utility lira may Infer the existence of an easement.
AREA Q10 DIAMETER GRADE LENGTH 4 = 249 s.f. (interior) 13. Stomnweter drain to an existing Wet Detention Basin as part of Jacksonville Township, Onslow Co., Noth Carolina
PIPE (acres) (cfs) (inches) (ft / ft) (.if) 5 = 651 s.f. (interior) , .•
State Stormwater Permit No. 90043I for Northeast Office Park.
6 = 2 5 8 s . f . , n: r P r , 14. Ex. irate• Taken Fran Place Entitled 'Northeast Office Pork n P P O V /
Em-
A -T. _9281 4.94 15" RCP 0.0075 5- 7 = 258 s.f- .,s" "ia 1"8i i-�llV Paola LLC 't
B 0-81 9.99 15" RCP 0.0075 9G >u�. isi{h'��,, As -Built Plan' Prepared by John L. Flores Surveying Dated I /
c 0.44 2.68 12" RCP 0.0050 138 LANDSCAPE NOTES: ti t5 .J `.. Feb. 1990. Famished BY City of Jackeawilb ad Fbki Verified By NORTH CAROLINA ENVIRONMENTAL 269 Royal Bluff Road
fi f/ ry% Poker t ttooAssociates,kInc. M_ 1 �V,1,/1 COMMISSION Jacksonville NC 28540
I. Each loge tray at the time of Planting i a 15. 5i4 subject to Jacksawilb ComprahonNw Bicycle and Pedestrian MANACF ENT COit rl n n
Q=CiA shall be a minimum of 2 inches in caliper jEAL if.\ Plan.
c 0.85 RCP = Reinforced Concrete Pipe ad 8 feet in height. )
tc 5 min. CFS =Cubic Feet per Second 2. When mature, a large deciduous tree .37928 �•: J t� itll� 16. Sidewalks will be free of cracks and brooks prior to the Issuance 2 3_ �UL- Zvf �.
of ° Fial Certificate of GRAPHIC SCALE: 1 Px20
should be at least 40 feet high, have , �n'P�y. - u n
t , _ 17. Pedestrian arose -calks need to be and signed In accordance 0 10 20 40 (00
i10=7.P in/hr. LF Linear Feet minimum crown width of 3o feet, ad P .� I g'Od DATE: 11/10/11
FPS = Feet per Second ✓GIWE`✓•' ^ with the MUTCD. a trunk of at host 12 inches. 1� QQ',
3. Each underatxy tres at the time of ?MTj i.JtG.`t 18. STOP bars shall be a minimum of 4' behind the crams -walks.
NOTE: planting shall be a minimum of 7 gallons. 19• Pwemnant markings In or leading to public R/W shall be thermoplastic SCALE: 1�11 = 201
1. Contractor shall use invert elevations shown on plans 4. Each shrub at the time of planting shall
for construction. Grades shown above are rounded. be a minimum of 3 gallons. with glow beads. FEET
2. PiA construction tbe with City of 5. The developer may substitute landscaping 20. For additional details, see specifications ad additional plans.
Pe consrucon o e co
species as 1 as The City landscaping
Parker & Associates, }� land Rory
Jacksonville drainage improvements to Josh Court. ° °� ylField Book: Jacks - Land Surveyors - Lamed Planners �
ordirancas one mat. Substitutions should Ills Misc. #2, Pg. 4q-55 COIn811ItID� $DjIIIBE><"8 - y
be confirmed with The Plomi''sDivision. Data Collects': G� LOT Its
i. An landscaped areas to have gross, a Disk Nana: Acac( #2376 306 No; midge � 1 �8 - - - - - --
OM
mulch cover. Filename: Topogrc alvUle, North Carollina
Job No.: S110929-ai �Worksheat.dwg BLD Jaa�5_
Sheet 1 of 3 iPhene 910) Ec u14 - Fax lol 6 sill
'awe �kxnse Number: -0108

Q
Site Benchmark
Legend:
Top of Northam Bolt an
b-b
- Back of Curb to Back of Curb
G\ub`Qp3
Fire Hydrant at Josh Court
BG
- Below Ground
CAS G. R
and Office Park Drive
q -
Centerline
<J.
Elev. 43.441 (Datum NGVD 29)
caty
- Gable TV
Taken From Design Plans
cog
- Curb and Gutter
Entitled 'Heart Centerof
ecb
- Existing Catch Basin
dco
Jacksonville, NG' �
eca
-Existing Clam Out
�efh
- Existing Fire Hydrant
o ��
by DuDunn4 Dalton Architect
8/4/04 Revised
eg"
- Existing Gate Valve
XA
Dated. and
elp
-Existing Light Pole
(,o
9/27/04'
la epb
- Existing Phone Box
n a Site
-; essmh - Existing Sanitary Sewer Manhole
=
Heritage Square
ewm
- Existing Water Main
Section IV
\
ex.
- Existing
a
M.B. 43, Pg. 188 I
inv.
- Invert
9-
RM-b Zone
Single Family
\
OISF
- Iron Stoke Found
I
20'
Drainage 4
\
M.B.
- Mop Book
Utility
Easement
, 38� I
MBL
- Minimum Building Line
'\ 41
/
Per
M.B. 28, Pg. 62 .39 ,
\
�_
p9
- Page
Drive
/i
.40
0 PKF
- PK Nail Found
Huff
I
-. ..._.,..
\ I
R/W
- Right-of-way
e
m
'
Ex. Sign
-- - - - - - - - -
- - - -
-
g
- - - - - - - - -
- -- - - - - - -
v_
-
- g- - - -
-X -E-
ISF
B"AG
-�-
Vicinity Sketch
+
_ _$ .....
,,_.
., - ,:. _
.:
,:::
\
�y4
Slq'O4'5q"E 100.24'
.}VISE -
on bank
-------
-.-_ _ .__-___
_ Ex. Ditch
Not to Seats
t
Slq'I6'02"E 104.g5'
of suala
fo
Optic
Fiber Line
-
''
"" $
- - - - -
-
}
g \
n
T
- Underground Phone Line
GIF
.,-.-af��- si of
_.
�?" 9F
,�
�'---}--
sr of
- sf
...----
_.
' ,',
g
TRACT DATA
%
4„
,�•
P� ,�
- - - - - - - - -
-41.4gx
-
^.
- -
----------a-----------------------
r 10'
MBL I
---'�--
y
--
II�' -'
'.
.----
_
Total Acreage ................ 0.95 Ac.
4
-1❑
- - - - - - - -
P -
- - - --
-- - ----------------------y
I -------------------
----�..-x
-
1 c,�
40.13-
I \
L,xisting Use(s)............... Vacant
Eixisting Number of Units ..... 0
' \
percentage of open Space ..... 100`;LgaI
x41.31
41.12x I
x41.02
X.
I X.
\
10' Buffer
I
I
I \
SETBACKS
Per M.B. 28,
lo'
Drainage 4
nage
I
\
Pg. 62
I
I
Utility
Easement
I
\
Front Yard ................... 25'
-
N70'45'52"E
I
Per
M.B. 28, Pg.
62 I
I
\
Side Street .................. 8'
15,
205.gq'
I
I
I I
I
\
Side Yard .................... 6'
Northeast Office Park
I
I
I
572'52'34"W
Rear Yard .................... 10'
Section III
I
I
I
205AP
M.B. 28, Pg. 62
I
I
I
I
Tax Map 351H, Parcel 75
041 Zone
Offices
I
I
I I
20Drainage4
PIN 438716737421
I
Utility
Tax Map 351H, Parcel 76
4494
er
N^ er
x41.63
I
I
I
I
Per M.B. 22, Pg. 185
ITN 938716737362
t
-
nc{
-
X1.53
II
xal.2a
-;..
I
I
T -
'
Y
Deed Ref.: D.B. 3402, Pg. 824
M.B. 28, Pg. 62
I I4101
i i
Lot 16
4 17 I
M.B. 25,
Pg. 62
D.B. 3402,
Pg. 824
38
ex
,
�
I (
I
��ex
General
Notes:
�A 62
Ito
1.
Development area is a cleared open lot.
2.
There are no Areas of Environmental Concern as
I�
j
defined b\ the Coastal Area Management Act (LAMA)
Ian
I
�,
on
x 42.7k
x42.09
z�i.66
I
I I _
i
3.
wet ni'.;%.
No wetlands delineation/location is included with this survey.
X41.76
4.
This project is not affected by any special flood hazard
'
t6
I
17
_
I > 41.30 I
I I I
%
B 4357J ( of
area based upon FEMA map CPN 37017 (City
Jocksmville). Effective Nov. 3, 2005.
5.
Boundary and Topographic Information taken from a survey
by Parker and Associates, Inc. dated 10-28-11.
7.
All distances are horizontal ground, U.S. Survey Feet.
8.
No record search done by, or furnished to surveyor in
-- --
regard to zoning, setbacks, easements or restrictions.
I---
I
q.
The existence of utilities may imply the existence of an easement.
x
41.oq
I
I
I I
-
I
10.
Ex. Water Line Size 4 Location Taken From Plans Entitled
e
I
I;
"Northeast Office Park As -Built Plan" Prepared by John L. Pierce
42.1 6
I I
I'
Surveying Dated Feb. 1990. And Field Location Work By
X
$o
X41.77
x41.6e
Parker *Associates, Inc.
I
x41.74
I
x
i1.
Stormwater drains to an existing Wet Detention Basin as part of
;.P
I
I
State Stormwater Permit No. g00431 for Northeast Office Park.
x.a.73
I
I p1.62
I',
�c
12.
Elevation Datum NGVD 29. Verified With GPS Shots.
I
I
I,
13.
For additional details, see specifications and additional plans.
+
I
`15�
25' MBL
�
I'
_
- Westminster - I - - -
Office Park
mn I I br ck2.4 I + M.B. 22, Pg. 185
x 41.15 k I rAl"urnn Otl Zone
ex. 2'x2' t q. cp I - xal.a7 j i sign i ! Off ices
ex. 2 x2 + I-
} ^nbrick column + brick - V power box 15' Street 4LSF I -
} 15F 15 Street power I
_ --
R/W } - column I"BG Lawn box caty Lawn -..
. 'e P NIq'13'45' W gq.g0' ` „ a1.14X- ��W_
p ISF NIq'1445 W g7.71 caty
41.35 p\ p1 si GL
e< 4J. 34
_ A\ ,..�\' A 3e41%JA '
♦ .ire i m f
3C= c Y, 3,755.03' From R/W To R/W s
do. of Mathew Court Per M.B.
J*#2
28, Pg. 62it
PKF G - _
-,cc -
_IL4 - As
A\ \T +� asop
- Ate_ 9ie a%� °+1P' g Sill 'T 40.61 `NOP
\ 4/
_ 4155X �/ a6 'y FIop
R/W� _ �a1.65x r $� / R/W
Site
c]a Fo '. nt t. I 40.43k+ '�37 i
32 , ex. 2.3'x2.3' g c r 310.
brick column9c n Benchmark
Josh Court 60'R/W
Public Street
NOTE:
Contractor shall insure that he and all his workers (contractors, subcontroctore and
other site personnel) do not damage construction stakes or other measures
used in laying out the project whether by the Engineer or another entity including
those under the employ of the contractor. Contractor shall cause his workers to
observe and verify to the fullest extent practicable that stakes, other measures
and grades are, or appear to be, accurate and correct, and immediately, but prior to
any associated work, notify the staking entity of any potential conflict, error or
question regarding the work. The Engineer shall not be responsible if all of the above
measures are not strictly adhered to. The Engineer shall not be responsible where due
to damage, his staking can not be verified. For critical or costly components of the work,
where the contractor believes that staking may not be preserved, the contractor shall
request the staking entity to place staking
in an area where its preservation can be insured.
Rev.12-12-1\ g10-?-A lWOc Ex Des:gn(_c>
9/ -at�
_ gip,: eJ 1.5'' wide
sib *AP --_ .__ -__ 40.6s',% power box
p\. 'Fi// L :-.._._ t(1� -yl" /4p •�� ePb
24 4a
a
P \ "16-
t'
+co 4G.43 4040' #
55
I1 .J. -
�♦ __.- -F� 'yam
A 6 3A 4o -} V \ 47.g6 .. p\. i - _ 40 � �4$ -. � �_ 9.67.v, m . _ '� ._ "Pa ...
AV'h' 41.50xMx4o.go 3972
to.
52
P O n�� O
4LBIx x 41.'.� P
-.lo.�a 4, \� A
3 U
_ s
ra dC. 1\ e
_ 10' Drainage 4- --+•, ara"4-�e 3" o, lo>k I 661
�38 i Utility Easement w_ �I 'gg �l' sck
Per M.B. 28, Pg. 62
Northeast Office Park - \ \ �e`vo;,- 0�� Qjj� Existing Conditions Plan
Section III
M.B.OtBZ� 62 ;14 ' LOT 16 & 17 NORTHEAST OFFICE PARK,
Offices Westminster
office Park SECTION III
M.B. 22, Pg. 185
041 Zane
Offices Jacksonville Township, Onslow Co., Noth Caroli iti.
For.
Peola, LLC F
26q Royal Bluff Road ff
ES 1 2 ZQ)Z
Jacksonville NC 25540
Field Book: Jacksonville Misc. #2, Pg. 4q-55
Data Collector: OP LOT 16
Disk Name: Acad #2376
Filenarne: Topographic WorksheetAtug BLD
Job No.: 5110012451-5257
Sheet 2 of 3
DATE: 11/10/11
SCALE: 111=20'
GRAPHIC SCALE: 1"=20'
0 10 20 40 6C
FEET
"Ker & Associates, lr.
Engineers - land Surveyors -Land
P.O. Box 976 - 28541-0976
306 Now Bridge Street - 28540
JaeFsonville, North Carolina
Phone (91044
) 455-2414 - Fax [phone]
n ,,, License Number: F-0108
C .
Planners

RESERVED RESERVED TaN DARD cCLCR5 (ALL SIGNS)
PROVIDE ONE TIC PAINT PARKING PARKING BACKGROUV . WHITE 1/2•
SYMBOL ON EACH HC PARKING LETTERING/B 'SDPR - GREEN 1/8" RADIUS
y., ARROW - GPN 'I PREFORMED ASPHALT
SPACE W! WHITE TRAFFIC PAINT FIGURE - WIT-1 JN BLUE FIELD "
IMPREGNATED
EXPANSION JOINT
CORNER RA_ Jt 1 ill' (TYP_) •.. - - '�
TYPICAL EXPANSION JOINT DETAIL
12" 12"
SIGN R7-6 R/W
VARIES (SEE CITY OF JACKSONVILLE
l'-CMIN.1 SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
MAXIMUM TOOLED EDGE (TYPICAL)
3' SEED TAIL 401.01
VAN
VARIES E
5° PENALTY D°
CCESSIBL
I
$250
4' THICK 3000 PSI
MAXIMUM
� � CONCRETES W
I /
" 1
12 t2
I 2 12" 1 4r--
'
/2 12 CURB
4bD N PAVEMENT
SLOPE
SIGN R7-8D VAN ACCESSIBLE SIGN 1 I \ 1
2"x 1 8"x 114" Aluminum handicapped • VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED
APPROVED BY THE
parking signCSERVICES R7-8 or R7-8A, to read PUBLS VICES DIRECTOR.SUBGRADE SUBGRADE
"Reserved Parking" with identification bolt botto steeele, tube
symbol (6.5. 20-37.6) tTYPICAL SIDEWALK with UTILITY STRIP
with 3/8" cadmium plated bolts, nuts,
and washers I I R/W VARIES (SEE CITY OF JACKSONVILLE
I V-O"MIN. SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
EXISTING VARIES SEE DETAIL 401.01
GRgpE TOOLED EDGE (TYPICAL)
1 2"x9"x 114" Alumnum sign R7-8D _
3000
"Maximum Penalty $250" (G.5. 20-37.G) �/� " _ 4• COONCRETE SPSI
-1i I2ICK
1/2 12 1z CURB
DN PE SLO-
2"x2" Steel tube extend Into cone. filled PAVEMENT
pipe 2'-0". Provide welded watertight cap,
pamt white
*VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
PUBLIC SERVICES DIRECTOR.
Paint pipe base white I I TYPICAL SIDEWALK with UTILITY STRIP
NOTES:-
1. Provide 1" deep tooled traverse structural score joint with 1/8" radius
LJ of 6'-0" D.C.
2. 1/2" preformed asphalt impregnated expansion strip joints to be placed
8" Dia. 5td, steel pipe idled with 32'-0 D.C. longitudinally, adjacent to curbs, when butting existing structures,
concrete w/#G- 1 4" long rebare concrete, or buildings, and at changes in width.
each way thru pipe '
A_ Typical Concrete Sidewalk
3 and Expansion Joint Detail
I'-6" Dla. concrete base - � •'�-
(City of Jacksonville Detail 404.03)
Not to Scale
Note: Handicapped parking sign shall conform with
current state, local codes 4 A.D.A. regulations
.SUP RESISTANT WARNING SURFACE METRIC. VIEW
MAXIMUM SLOPE = 12:1
(TINTED BATTLESHIP GRAY) 20'R = S-1 7/8' Z
HANDICAPPED PARKING SIGNAGE R NOTE 4 - VARIABLE SLOPE 25'R = 5'-8 1/B' -RESIDENTIAL-
NOT TO EXCEED 121 _ -
NOT TO SCALE SEE NOTE 3 3/4 z X o'
�» PC OF ice,
moo RETURN J
- 4.. .
?O R
m�12" TYFJ OPENING -
SECTION VIEV4
2.5 FROM EO
9 7/8" DIAMETER POLE
6' LONG PRECAST 2 4 1/2" 2
n n
BUMPER BLOC
2 1/2"
2 #4 6"
11
REINFORCING BA g °-' . 3 I/2"
CABG
ASPWAILIII\
' - 2 - 314" DIAMETER REINFORCING
BAR 24" LONG PER EACH UNIT
SECTION VIEW
PRECAST CONCRETE BUMPER BLOCK
Not to scale
VAN
ACCESSIBLE
16'
8'
10,
5'
13'
CAR
ACCESSIBLE
(TYP.)
PARKING SPACES (TYP.)
NOT TO SCALE
Rev. 12/12/11 BLD - Revise Dumpster Pad Detail and Add Meter Installatin Detail, Lateral %addle Detail
6' MINIMUM
4'-0" MINIMUM1--•\
6' MINIMUM
dip 4' THICK 6' Mil
.fJp Fy7 CONC. SIDEWALK
1/2- PREFORMED 'ADA DETECT
ASPHALT IMPREGNATED WARNING DE\
EXPANSION STRIP 12.1 MAXIMUI
COMPACTE-� I I I I 114
I--=I1=WIIiII
D BACKFIL~II
SECTiO
2 NOT TO SCALE
?I VARIES PER RADIUS OF CURB RETURN
1/2- PREFORMED
ASPHALT
IMPREGNATED
EXPANSION STRIF
VERTICAL CURB -
�1/2• PREFORMED
EXPANSION STRIP
VARIES PER RADIUS OF
-CURB RETURN ?
U ¢ 6S Sa•A��"
ABLE aU I
ICES' VERTICAL CURB
4 SLOPE PAVEMENT
11/2.
N
DEPRESSED CURB z
a'-D' s'-0.
MIN. cA TOP OF
CURB
� VARL SLOPE NOT ' ' - GUTTER
TO EXCEED 12:7 LINE
DEPRESSED CURB SECTION B-B
CAST IRON MAT WITH BUILT IN TRUNCATED
DOMES IS TO BE SET FLUSH WITH THE
CONCRETE AND THE ENTIRE SURFACE
BETWEEN THE MAT AND CONCRETE GLUED
WITH EPDXY CEMENT. EACH MAT IS TO BE
NOTES: AT LEAST 2' LONG AND 3' WIDE.
1. Detectable warnings shall contrast visually with adjoining surfaces, either light
on dark or dark on light.
2. The material used to provide contrast shall be an integral part of the walking
surface.
3. Dimensions assume 90' centerline intersection of streets.
4. Concrete shall be tinted battleship gray. Painted surface Will not be acceotable.
Typical Wheelchair Ramp - Type I
(City of Jacksonville Detail 405.01)
Not to Scale
COMPACTED SUBSOIL
ASPHALT PAVING DETAIL
Not to scale
HI -VISIBILITY CROSSWALK MARKING DETi%IL
Not to scale
BIB,.
Minimum
Width
EXISTING ROAD
I
CONSTRUCTION
ENTRANCE
PROFILE
50, MIN.
LENGTH
R/N
(SEE NOTE)
PLAN VIEW
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
SANITARY
4' Sat
40 PVC PIPE
Not to scale
Construction Specifications
1. Aggregate size - Use 2-3 inch washed stone
2. Length - As effective but not less than 50 .
9
feet
3. Thickness - Not less than six 6 inches.
4. Width - Not less than full width) of all points of
ingress or egress. Minimum of 12'.
5. Install filter fabric under entire footprint of the construction entrance.
6. Washing- When necessary, wheels shall be cleaned to
Y,
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
7. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
SADDLIE INSTALLATION FOR
OP, VCP, AND PVC PPE
sw 4o PVC
smvxf _ATER&
w' sAmtr
RPE CRCwI
I I 1
V�
W. KP. AfP, > PVC PIPE- 1
I I I
STAIMSSS
snE STRAP BAaa1LL UCEII PIC
sAogE wiH No eT slam
1. Existing mains 9DLy, - Now construction must ass In-Une Wye.
2. Unhorse, saddles an not Permitted.
Typical Lateral Saddle Detail
(City of Jacksonville Detail 533.01)
Not to Fxale
Fal Perrrianeltt See ......._ ______..___.__.August 15 - November 1
FILTERFABRIC Ume.._...____.__......__...__._._.._....____..._....._..___._._.... _.......................................... 2 tons/cc
rn MIRAFl 1DOX OR EQUAL FLIER CLOTH IN S-V WIDTH
3 SECURE TO FENCING EXTEND FABRIC 12' INTO 5-10-10 Fertilizer ... _.._.___......_......_. /
mj EXCAVATED TRENCH. NO BURLAP WILL BE PERMITTED. 0-20-0 ._..-..___._._ _.._.._....._. _ ...__._. ... ..- __500 Ibs/cc
Unscarifled Service Lespedeza _. .-_ ---- ----60 Ibs/ac
m Ky-31 Fescue _._..- ---------._._._.._-- ---30 Ibs/ac
VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR Rye Groin .-_ _ ___ __.--_. _ _.. ..25 Ibs/ac
NORMAL SPACING e'-0' MAX., *Straw Mulch ---- _.._.___. _ .,-.2 tons/ac
a' REDUCE TO ACING NEAR LOW AREAS - - _- - _ -
Fel Perlrtenerft Seedlrlp - Ce1flDedeL .-.___ . September 1 - February 28
Lime...__-___....._.._..._..._.__.______._.___-___-._....------.._..._..._2 tons/ac
Fertilizer (low nitrogen approved for Centipede) ------- _.. (Appropriate fertilizer approved
a, �, for centipede application)
RyeGrain.__.__.___...._____-__-.._._._._...____._.._..-.._.__.- -------- ----- _----------- _.-_90 Ibs/ac
Centipede Seed ........ ...... ..... _.._..._..............__.._...._.__._._..... 15 Ibs/oc (overseeded In spring)
*Straw Mulch ..-._..___.__..___--- ...-.__-...-....__..._---- __._.._._._._._.._------------------_._..._..-_--2 tons/ac
WELDED WIRE FENCE 4' SPACE
v
'., TGP a BOTTOM WIRER ARE 10
y � 7 � �✓ GUACE MIN., INTERMEDIATE �tef Tefy�Orary Cover ---- __._... ._.___._._._. November 1 - February 28
me _-----------`----'-
._...__...--_..._..._.._............_..._....___......._.._......._..._.__.._...__..._.........2 fans ac
y u / WIRES ARE 12 1 2 WACE MW
J: W +: - I a
EXTEND FENCE e' INTO t0 -10 10 Fertilizer.__...__._...__.._._.._...._.__._...__..._._._...._..._._...____...._._.....__........700 bs c
W W
EXCAVATED TRENCH Oats ._._._..____...._.__..._..._.._.__._.._.._..__._..._......_._......_...._-_....._....._---- -_............._._.._50 Ibs ac
RyeGroin----------"---..._._----------_-.........._........._.._..... --_.__.---.-.__.......20 Ibs/ac
NOTE 1� SELF -FASTENING STEEL POSTS. *Straw Mulch ._.-_----- --------- -----_._..._..__.__.___. ..._._ ._. _..._..._----2 thmil
DRIVE POSTS 2e INTO GROUND
J• �, W y •Y � W �. - _ .. _ .. March 1 -April 30
Ume_.._..._..._._...._..-._._._.__. _ ..--_-_--------2 tons/cc
BRACE POSTS AT 5- .1-10 Fertilizer._.- _ _..--__ .. ....._. ..1000 Ibli
LOWPOINT 01 -0-._------- _...._....._...-...____...__..._------ _.-___.__-._....-..__...-.-.._------....._....._...._--- 500 Ibs/ac
.h 4 Scarified Sericea Lespedeza.........._._....____..... __-.._.---- ---- _......_...._---------------_._.._.-50 Ibs/ac
Ky-31 Fescue ------'._------------------_.._._--- ------ ---------------------------------------30 Ibs/ac
o Brownfop Millet. ..._._------- -._....__._._._.______-__._.._----------------------------- - 20 Ibs/ac
? ' *Straw Mulch..--.._.__._. __ .. . _ _ . _ _ . __..._.__....... -._....--- 2 tons/ac
TYPICAL Spit PeFiyla11ef1t SeedW - f^W909da_.-._...__.._.._..- ---- _.._..._April 1 - July 15
110' MA%. Ums.__._........_.._...____.._..__.._........_.._..-.._.._.._...._._..._..._...------- _ ---- _._..._.......__------- ..__ 2 tons/cc
6• 2'_6• 40 FWAIIIzer (low nitrogen approved for Cantipeds).....___.(Appropriate fertilizer approved
MIN ' for centipede application)
NOTE2 Centipede Seed...___-___.___.._.__.___._.....__-__-_____-__._____..._..._..._.._..._......90 III
w Mulch.--._.___.__-.__.___-..._..._.._...__._-..__.____._..._...._._-.._..........._...2 tons/cc
. . *Sirs /
I
f
,
i
J
. STEEL DRIVE Pix;Ts Late SjDrtlp �arRlaBeflt Seef�1Q._-_.._.._... ....... - ---- _--- _._.._March 15 - June 30
NOTES MIN. 24- (EXTRA DEPTH ume------ ..... _.._...I------------ -- ---------------------------------------- 2 tons/cc
REWIRED FOR UNSTABLE SONS) 10-10-10 FertNizer_._....... -._--- _.._.-_--.-.-...-..-...-.-...-.-__-------_.__...---_-...._._---1000 Ibs/ac
TT os In backfill Into fronch and compact the ( j 0-20-0.._..._____._-_..._._._...____._.__.__.___.__-____-.__.__..._....._.._....___._..._.500 Ibs/ac
soil firmly to anchor the bottom of the slit fence so that the runoff is forced Scarified Sericea Lsapedeza..__-___..._._____...__-.._.__.__._.._.._..._.____._..._....40 Ibs/ac
Grass hulled ......_.____.-.__-___.____..._.._..___...._.__._...._ _._.8 Ibs ac
through the fen". No runoff 1a to flow under the fence. moron Bermuda to o hrou Co) / ( 9
g life f fha-alR-tints excavate a 2. To Incrase storage capacity and prolong the II o *Straw Mulch ..._------- ._.._...-_.._..._...__.._.__._.._.....______...-..___..._...----- _------- .--------------- 2 Tons/ac
fI sediment trench uphill along the line of posts whenever possible.
4. Total drainage area flowing to slit fence may not exceed 1 acre / 100 LF. of Shirtier Tetnporery COVer . ............June 30 - August 3
siltfence. Ume.-_-__-______._____.._....._...._._.._....._.....____.._..___..._.__._.._..___------..._..-2 tons/cc
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow 10-10-10 Fertilizer.._-__.__...._..._..._.._..._._._..-_..._-...__..._.__._...__..-...___......._... 700 Ibs/ac
(creeks, ditchlines, swales etc.)
BrownfopMillet ....._..__--- --..._....._..____.______..-.._...______..._.._.__..._........___.__.. 40 Ibs/ac
Typical Silt Fence 1*St�Slch---'-----------------.__--..._._..._...._-----------------------_-----_.2 tans/ac
(City of Jacksonville Detail 350.02) 1-* MMlah will be doubled If crimping is the method used.
Not to scale Seeding Specifications
(City of Jacksonville Detail 350.01)
. : i _ • '= ±` ', Not to Scale
.�7`=%y�+:�•- CURB TRANSITION
PAD UP 41.50 FtM VEW
PAD DOWN 41.25 �D c
_ - BACK OF HOOD
ALIGN ' •: • �t� 8 OF CURB
BACK41.5Dy W -' yW W W.
. . rW ' W - 6' CURB WITH
SPILL GUTTER
.- 1M5 SIDE ONLY
z�: .... ,.r-t�_�
• ';-II.-�
- t•t' ^ - =' �.::,' f 1 �_ I 1 GATE (NOTE 2)
CAPITOL FOUNDRY DI-840.03 I j i''%-: 1._ .t : ••.` ._,
OR VULCAN V4066-1 1; .il t ' - _. - . r ^ . • ( - - .
FRAME, COVER R HOOD 6' THICK CONCRETE PAD
,� - - --a•I•tt TO BE 3,ODO PST AIR
ENTRAINED AT 28 DAYS
all'ODRAINI• I,
PSI-PF STEPS PROVIDED ? t!-t,;:,� _ - II. T TURN DOWN EDGE
BY PRECAST 'i ` . ,� SEE NOTES BELOW A lI•.I---': :7. .1 -- :.'_-I�! FOOTING BELOW
MANUFACTURER OR M.A. - 0 DETAIL 634.02 I - }l:" - +'_ '! A
INDUSTRIES
SEE DETAIL C06.04- - '-
(MUST BE 16- WIDE,
INSTALLED TO BE 7' FROM _ "J - =- -4-
-_
FACE OF WALL TO BACK OU v'" TRANSITION CONCRETE
STEP AND NO GREATEN �'_� - -- FROM PAD TO NORMAL
L
THAN 12' SEPARATION) MIN. w �- -' ;vi - VARIES GUTTER SECTION
MAXIMUM Iii PAD UP 41.50
BE R CLEARANCE MUST -'' END ITOC
BE FROM CENTER OF STEP ' • •• : ;.(-' . a AWITHOUT PPROVAL ENGINEER'S 1 PAD GOWN 41.25 N.50
70 OUTSIDE OF BOX 'r _ _ -• -. -• -• ..,",-,
FOR PRECAST BOXES, -
JOINTS TO BE SEALED �- a -- 'T•
WITH BUM RUBBER
JOINT SEALANT
EXTENDED BASE �(P+--, _'`��-'�--
SEE DETAIL 639.01 to
-
FOR PIPE CONNECTION
AND FORMED INVERT
CONSTRUCTION is
�3
PRECAST CONCRETE CONCRETE BRICK
NOTES BOX SHOWN BOX SHOWN
1. Use either concrete building brick - ASTM C55, grade N, type 1
or clay brick - ASTM C32, grode MS.
2. Mortar to be type M.
3. Concrete pipe to be class III
4. Precast boxes to conform to latest ASTM C-913
5. Precast boxes concrete strength to be a minimum 4,000 PSI at 28 days
6. See defail 634.02 for miscellaneous notes.
Typical Catch Basin and Curb Inlet With Hood
(City of Jacksonville Detail 633.02)
Not to Scale
PART
MANUFACTURER MODEL Cot No.
METER BOX
CAPITOL FOUNDRY MBX-1 or EQUAL
METER SETTER
FORD VB74-84W-41-44 COPPER SETTER
METER
BADGER / 70 (1')
INSTALLED BY qtt UPON PAYMENT � FEES
UNPAVED AREAS PAVED AREAS
CAST IRON
METER BOX
NOTES:
1. Cleanout stack shall extend a
4'x8' SOLID RED
-BRASS PLUG minimum of 18" above grade for
li OR CONCRETE
4--- new construction until service Is
1_Z BRICK
connected and/or finish grade Is
�1
1
established cleanouts shall be
< =
installed at grods for existing
' services unless otherwise directed.
i 18" MINIMUM 2. The full length of the service
I - ROAD RIGHT -Of -WAY - FINE GRADED
SEE NOTE 1 trench shall be compacted in 6'
®
SANE
layer with mechanical tamp.
z
I
3. Tee, Wye, Lateral, k C.O.
12' 18 i/8' MIN. OPENING 12' MIN.
assembly must be bedded in No.
PER MANUFACTURER
111t 67 stone. (see sanitary sewer
'
line trench detail 531.01 forgrav
1' METER SET
4. Service addle) may only be used
BY JACKSONVIL.LE (SEE NOTE 3)I 1�
:vl when approved on a
a'f{jsit,�_
case -by -case basis by City
Public Smices Director.
1 SCREW, TYPE PLUG
``•tl
METER BOX
'•'g
1 ROADWAY PATCH YRBEL BOTTOM
�0D -
DETAIL PER PLANS OF VALVE BOX CAP
- 'i T R.s,•= ��•.
a'•
4'x8' CONCRETE 10' :.•.: .
BLOCK - SEE DETAIL € £:.� FINE GRADED SAND
/
Ct£ui SEWER
T IS IN
i,51N
_ Y
'--'.'--c;-� '� FORD VB74-84W-41-44? j
PAVEMENT.
.. -COPPER SETTER m
INSIDE A VALVE BOX.
C_� m
SEE DETAIL 51101
' CIS COMPRESSION
I I INLET CONNECTION
1' DOUBLE PURPOSE
/
FlP OUTLET END
FLOW
METER YOKE t' TYPE 'K' SOFT
1/4,
DRAWN COPPER OR
PE SERVICE UNE
T��
TAPPING
SEE DETA,LL 513.03OU
4•
SEE NOTE 1
or e•
NOTES
b SEE NOTE 3
1. If installation is for stub -out meter, meter should be purchased from
NO. 67 P TONE
BEAR GS TOP OF PIPE
City of Jacksonville (of applicants expense)
(SEE stiEET 2 e 3 FOR
2. Meter must be level, straight, 3 centered In box across meter connections.
CONTINUATION)
3. Substitution requires approval by City of Jacksonville Public Services Director.
4. Meter shall not be located in a driveway if possible. If meter must be located
In driveway, a traffic rated box and cover shall be used equal to or exceeding
Typical PVC Sewer Lateral
the Mid -States Plastics, Inc. "BCF" series Rectangular meter box
C_leanout With In -Line Wye
part No. MSBCF1118-12
Standard 1" Domestic Water
(City of Jacksonville Detail 533.03 Sheet 1 of 3)
Meter Installation
Not to Scale Field
Book: Jacksonville
Misc. #2, Pg. 49-55
Data
Collector: OP LOT
I6 (City of Jacksonville Detail 515.01)
Disk
Norris: Acad #'a376
Not to scale
Filename: Topographic Norksheet.dLOg BLD
Jab
No.: sll°929-5257
Sheet 3 of 3
(2) 6- DIP OR I I I
STEEL PIPE
n�AR�TM SEE DETAIL 409.04 SECTION A -A
Force he rt oust 1W e
CONCRETE nnu. of 6' high or tatter tMn
the container ehl[h ever Is greater.
8'-0'
m _ -D• I r,
L 18"
�8' TYPICAL
PROVIDE ' F N2.9 z W2.9
SLA - T MIN TOP
SLAB AND MIN 3' FROM
NOTES EDGE
1. Provide 1/2" preformed asphalt Impregnated expansion strip along perimeter of
pad If concrete dumpster pad abuts any concrete.
2. Dumpster to be screened. Minimum gate width to be 10'-0" in accordance with
the City of Jacksonville zoning ordinance.
Dumpster Pad Detail (Without Floor Drain)
(City of Jacksonville Detail 409.02)
Not to Scale
a-
1/TR
1/2'R VERTICAL CURB 3 GUTTER
�•. ' uTx or 5.56%
N TR
.. �_ c i. NOTE 5
4
I��$curb a gutter as 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3• Concrete to be 3000 P.S.I. a 28 days, air entrained.
4. Spill sections will be approved on a case -by -case basis by City Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
Typical Curb & Gutter Sections
(City of Jacksonville Detail 402.01)
Not to Scale
Detail Sheet
LOT 16 & 17 NORTHEAST OFFICE PARK,
SECTION III
Jacksonville Township, Onslow Cc., Noth Caroli
f
Peola, LLC FEB 2 2 2012
269 Royal Bluff Road
Jacksonville NC 28540
DATE: 11/10/11 GRAPHIC SCALE: 1"=20'
0 10 20 40 (00
SCALE: 11'=20'
FEET
Parker & Associates, Inc. log gar,
Consulting Engineers - Land Surveyors - Land Planners ?O�
F,O. Box 976 - 28541-GO76
S08 New Bridge Street - 28540
jecksonville, North Carolina
Phone [phone] - Fax [phone]