SW8120114_APPROVED PLANS_20120724

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

VICINITY MAP
NOT TO SCALE
OTES:
OWNER: FLOWER DEVELOPMENT CORP.
212 BAYVIEW BLVD,
ATLANTIC BEACH, N. C. 28512
TEL: [phone]
ZONING= IU
FLOOD ZONE= X
FRIENDLY ROAD IS A STATE MAINTAINED STREET
PIN= 6376.13131941
DEED BOOK 1211, PAGE 81
ALL ELEVATIONS BASED ON NAVD 1988 VERTICAL DATUM
i LEGEND:
CL= CENTERLINE.
ETJ= EXTRATERRITORIAL JURISDICTION.
I MBL= MINIMUM
BUILDING LINE.
N/F= NOW OR
FORMERLY.
PIN= PARCEL IDENTIFICATION NUMBER,
R/W= RIGHT OF
WAY.
x17.95 = SPOT
ELEVATION.
16'
16'- zE)GONTOUR LINE.
NIP — NEW IRON PIPE
UP — UTILITY POLE
NRRS -- NEW RAILROAD? SPIKE:
LP — LIGHT POLE
NIS — NEW IRON STAKE
TP — TELEPHONE PEDESTAL
EIS - EXISTING IRON STAKE
CC — CONTROL CORNER
EIP — EXISTING IRON PIPE
EDP — EDGE OF PAVEMENT
ERRS — EXISTING RAILROAD SPIKE
ECM — EXISTING CONCRETE MONUMENT
N/F — NOW OR FORMERLY
EN _ EXISTING ANGLE IRON
NIPS — NO POINT SET
EPK — P K NAIL FOUND
WM — WATER METER
NPK — P K NAIL SETT
LPT — LP GAS TANK
I R/W — ROAD RIGHT—OF—WAY
ZZ — NOT TO SCALE
BOC — BACK —OF —CURB
ERWM — EXISTING R/W MONUMENT
DI - DROP INLET
TC — TOP OF CURB
CIS — CATCH BASIN
—0—
EXISTING UTILITY POLE
--
EXISTING GUY WIRE
EXISTING WATER METER BOX
�{
EXISTING WATER VALVE
I
EXISTING FIRE HYDRANT /
G
SANITARY SEWER MANHOLE
/
j �....,.
TRAFFIC CHANNELIZATION /
oar of
EXISTING OVERHEAD ELECTRIC
w ----- w
EXISTING WATER LINE /
a s$
EXISTING SANITARY SEVhR
X
EXISTIN/ FENCE
*---SIGHT DISTANCE P. I.
/ x
IL-Z)\ CID
WY FOUND IRON PIPE
AT SIGHT
y DISTANCE P.I.
N 8618 4,5E ...
1 33.27''
Na
FOUND IRON
PIPE
�X 1 0
rx 1 2 1,31
X 2,3
16'
j 6.10
x 1
S 42630'58"E
124.84'
%I- - ; ' \`�, 1 ' 11 NATURAL DRAINAGE
.�0 %x ` �• 16.20 1 OUTLET
r ` 12.62 � 11'
V/ 10,10
- i FOUND IRON 12a
24„ C ,�� �� N,RQD
0%, -- - S
1,22 CULV I \�
X 1
INV x 16.90
i
y x17.68 X1�4 ,
EROSION AND SEDIMENT CONTROL NARRATIVE
Dea0ptlon of Project, This plan consists of erosion and sedlmant control for
construction of a offle;e, storage units, and travolway located along Friendly Road, within
the Morehead city limits. The total silo area is 3.9 acres, The total disturbed atom for the
project Is 2.9 acres. Final access to the property will be v4 only from Friendly Rood,
Existing site conditions: The existing drainage pattern for this site Includes one drainage
area which drain by shoat flow to ex.ditch,
Erosion and sediment control program; Water quality and seedimentferoslon control is of
extreme Importance. Strict compliance with this plan and standards is required, The
sequence of construction should minimize Impacts on the downstream tributary. Sea
shoot ES-2 for schedule, maintenance and detalls,
1,Clear only enough area to conmtruot the temporary construction anVanoe along
Friendly Road. Install the temporary construction entrance in the location shown on the
plans. Install safety fence 10 preclude access to and from Friendly Road during
construction of travelway and buildings, Mud and debris shall be cleaned from all
construction equipment and vehicles prior to exiting onto Friendly Road,
2. Excavate sediment basin per dimensions and depth of table. Install riser (with debris
cover), downstream culverts, junction boxes (NO GRATE TOPS) to preclude sediment
entering culverts, Provide ground cover (temporary seed) within 7 days,
3, Provide ground cover (temporary seed) all fiat and distrubad area within 21 days,
Maintain until surfaces are stabllized,
4, Rough grade site, Including wet detention pond to dimensions this plan, Bring
parking and up to subgrada and placer base stone for pavement, Construct buildings,
B, Fine grade site and install all landscaping, Including permanent seeding and
ferlllizing all grossed areas,
7. Open access 10 Friendly Road. Bring acres roadway up to aubgredo and place has
stone for pavement
8. Install best course asphalt paving,
9, Install final paving and shoulders,
10. Clean site of M trash end debris,
11, Remove temporary measures,
Maintenance program: The silo suparintendent shall make a visual Inspection of all
REPRESENT THAT ALL EXISTING UTILITIES ARE SHOWN OR THAT THOSE
aedlmant contlgf8 and naWly stebillMI areas (i,e,eeeded, mulched or sodded areasl on
SHOWN ARE CORRECTLY LOCATED, IT IS THE CONTRACTORS RESPONSIBILITY a daily basis and after each rainfall event to ensure that all controls are functioning
TO CONTACT EACH UTILITY COMPANY and PRIOR TO CONSTRUCTION propshy, Any damaged controls shall be repaired by the end of the work day, Including
ACCURATELY LOCATE AND PROTECT ALL EXISTING UTILITIES, reseeding and mulching If necessary,
NO CONSTRUCTION SHALL PROCEED UNTIL THE ACCURATE LOCATIONS OF
UTILITIES HAVE SEEN MADE AND IT HAS BEEN DETERMINED BY THE
CONTRACTOR THAT CONSTRUCTION CAN BE ACCOMPLISHED IN ACCORDANCE
IT HESIx PLANS WITHOUT UTILITY CONFLICTS. IN THE EVENT THAT
N / F BEST VENTURES , LN�I ICTS EXIST THE OWNER AND ENGINEER SHALL BE NOTIFIED
FOUND IRON 14. NO CHANGI&S TO ANY ASPECT O F THESE PLANS.
�� NJ
ROD �_ 16' DEED BOOK 1 1511 1� I"' "' _._.
x 5,90 SEE MAP BOOK 28, PAGE 700
X'1ZONING= R5S
x 1 �5.80 �.. 1' "` `� X 6
Al (UNDEVELOPED)
6�• ` x 17.30
x 16.54
FLOWERS DEVELOPMENT
CORPORATION
ZONINGM IU
PINS* 6376,13038904
LAND USE- STORAGE BUILDINGS
NOTES;
1) SURVEY INFORMATION TAKEN FROM MAP
ENTITLED "SKETCH OF TOPOGRAPHIC
SURVEY FOR FLOWERS DEVELOPMENT
CORPORATION" BY POWELL SURVEYING
COMPANY, P.A, AND DATED 03124111.
2) LOT AREA. 9,858 SQ. FT
3) FLOOD ZONE AE (EL. 9')
4) PLAT RECORDED IN 1974
5) REF,: M. 8, 71, PG. 75
6) PIN# 5373. 7 5. 63. 5892
7) ELEVATIONS RELATIVE TO NAVD 1988
8) 10' UTILITY EASEMENT ALONG ALL
STREET R/Ws,
9) 10' UTILITY & DRAINAGE EASEMENT
ALONG ALL INTERIOR LOT LINES (5' ON
EITHER SIDE OF LINE),
' 82.74'
'0.__ 15'
N
1, THE PLAN IS ONLY FOR CONSTRUCTION OF THREE METAL BLDGi$ AND OFFICE, PARKING AND DM
PARKING AND DRIVEWAY, BLDGS ARE SLAM -ON GRADE
TOTAL SITOP 3.89AC, 2,9 ACRE OF DIOTUR89D AREA.
LOCATED ALONG FRIENDLY ROAD, MOREHEAD CITY, CARTERET COUNTY, NC.
aTORMWATBR AND NITROGEN ADDRESSED WITH WET DETENTION AND FOREBAY FACILITY.
SITE ADDREB$; 31D FRIENDLY ROAD, MOREHEAD CITY,CARERET CO, NC
MR,CASS FLOWERS
212 SAYVI.EW BLVD,. MOREHEAD CITY, NC 28M
2*241.2310
2, THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON ARE BASED ON A
ON A FIELD RUN SURVEY PERFORMED BY POWELL 2006
3. CONTRACTOR MUST CONTACT ENGINEER OF RECORD 24 HRS, PRIOR TO ANY
CONSTRUCTION TO OBSERVE WATERLINE CONSTRUCTION
OR IN CASE OF ANY DISCREPANCIES FOUND IN THESE "I.
4, ALL WORK SHALL 8E DONE IN ACCORDANCE WITH STATE, COUNTY,
AND MOREHEAD CITY CODE OF ORDNANC0,
5, ALL ROAD WORK SHALL BE DONE IN ACCORDANCE WITH STATE AND COUNTY
AND NCDOT STANDARDS AND SPECIFICATIONS, NO OPEN GUTTING ALLOWED,
FINAL PVMNT. X•SECT PER GEOTECH RECOMMENDATIONS,
8, UPON COMPLETION OF CONSTRUCTION, THE WATER LINE SHALL BE TESTED
UNDER PRESSURE AND PROVED WATER TI
G�HT WITH POOTTABLi WATER SUPPLY.
SEE PLUMBI GCPLAAN FOR DETAILS FPOHI 55.FOOf OUTSI E INTO THE BLDG,
7. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS
AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION
WITHIN OR CONraUOU$ TO EXISTING RIGHT OF WAY,
S. THE OWNER SHALL OBTAIN A PERMIT FROM THE RESIDENT
ENGINEER PRIOR TO STARTING ANY CONSTRUCTION WITHIN ANY NCDOT R�O-W.
9. EXISTING UTILITIES SHOWN IN A GENERAL WAY ONLY, CONTRACTOR TO
FIELD LOCATE EACH FOR EXACT LOCATION:
10, CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND
SEDIMENT CONTROL STANDARDS ARE MET.
11, CONTRACTOR TO SEED OR MULCH ALL DISTURBED AREAS.
12, CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD
BEFORE STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF DISCREPANCIES
13, ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED
BY THE CONTRACTOR OR HIS AGENT PRIOR TO THE BEGINNING OF
CONSTRUCTION IN THE VICINITY OF THESE UTILITIES. THIS PLAN DOES NOT
x 15.2 , 5 ♦' 1 1
i x 17.20
tI
116' SHALLOW 3.89 ACRES
DITCH
w *1 6,24 (AIA�YTIC GEOMETRY) •�, r
x 16.40 ♦ TQ�flTs
X 5 s 4,
TlD
x 16.50 X.17 , 80 ..
x 18.50'-
SET IRON x 1 54 � �
PIPS' .
�'x 7te` 1 1:7 x 5 FOUND IRON
1. 0 Sx4 1 � ` _ ROD
-1-7 x 17,27
�
17 k �17SPOIL BANK X17- 0
sET 17�3 TYPICAL
1 x # 8,1,5 "�x x �7�k5x 17.53 �
..� _ _ t 2 1.5 0
1`7,. --_. SHALLOW
.22 kl _ _ x 16. T-G j� D� CH I
Illy ��x � � 55
ONCE�k��� _ x fi' .10
k x22,5d
x 17.10
�x x 17.80
C
- C/vc � , 7 N/F BEST VENTURES, LLC
eI,7° DEED BOOK 1151, PAGE 49
OCR 1, 8.1 }
_ �O X 8.52 SEE MAP BOOK 28, PAGE 700
ZONING= R5S
N/F JOHN E. NOBLES, JR. �.k (UNDEVELOPED)
sr•3 , 17.50
SEE MAP BOOK 29, PAGE 884 a 49N� x ,00
ZONING= CH �p1 9 � � X � .82
(UNDEVELOPED) 1`9'
x 1 8.17
1/8
0 i X17.$
x1 .04
60
t
A Exi-sting Conditions and Site Topo Sheet
Number
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Sheet Title
GqK '7/a`!/201a�
Existing Conditions and Site Topo Plan
Stormwater Plan
Stormwater Details
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FILE FLOWERS DEVELOP AS
APPVD. BY WAG NOTED
DATE �
DRAWING NUMBER
SP - 1
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IMPERVIOUS SURFACES
BUILDING
7,200
SQ
FT
0.17
AC
BUILDING A
6,600
SQ
FT
0.15
AC Existing
BUILDING B
6,600
SQ
FT
0,15
AC Existing
BUILDING C
6.600
SQ
FT
O,15
AC
BUILDING D 6,600 SQ FT 0,15 AC
NATURAL DRAINAGE BUILDING E 9,750 SQ FT 0.15 AC
1 1 %2
, y� � OUTLET DRIVE 40953 SQ FT 0.94 AC Existing
v ,// , - W w w 12,11 DRIVE 33030 SQ FT 0,83 AC
/ 24 NC
/ W w w
CU w W W w TOTAL IMPERVIOUS 117,333 SQ FT 2.69 AC
�P — �p w a' w " ' FOUND IRON! �/ ,
w Y. ', R 11 SOT AREA 169,448 SQ FT PER PQWELL MAP)
1.2 % -� IMPERVIOUS 117,333/169,448 69 `�
INV r Ain 'A c
1,6-
/ X 1 3 15
/ x .06
1 /6� T
°
+ Walk
CL Pvmnt
� I
f
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SOILS
BUILDING
w Z,200.F:' w ` w N/F BEST VENTURES, LLC
FFl ; l7 8 w w a FOUND IRDN
ROD — DEED BOOK 1151 PAGE 49
1 �
-1 71 SEE MAP BOOK 28, PAGE 700
NIP - NEW IRON PIPE
UP - UTILITY POLE
NRRS - NEW RAILROAD SPIKE
LP - LIGHT POLE
NIS - NEW IRON STAKE
TP - TELEPHONE PEDESTAL
EIS - EXISTING IRON STAKE
CC - CONTROL CORNER
EIP - EXISTING IRON PIPE
EOP - EDGE OF PAVEMENT
ERRS - EXISTING RAILROAD SPIKE
N/F - NOW OR FORMERLY
ECM - EXISTING CONCRETE MONUMENT
NPS - NO POINT SET
EN - EXISTING ANGLE IRON
EPK - P K NAIL FOUND
WM - WATER METER
NPK - P K NAIL SET
LPT - LP GAS TANK
R/W - ROAD RIGHT--OF-WAY
ZZ - NOT TO SCALE
I OC - BACKwOF-CURS
ERWM - EXISTING R,/W MONUMENT
DI CROP INLET
TC -• TOP OF CURB
CB - CATCH BASIN
SYI� BOLB
of END
—m -
EXISTING UTILITY POLE
----�—)
EXISTING GUY WIRE
EXISTING WATER METER BOX
N
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
G
SANITARY SEWER MANHOLE
TRAFFIC CHANNELIZATION
OE -of-
EXISTING OVERHEAD ELECTRIC
w - w -
EXISTING WATER LINE
ss - ss-
EXISTING SANITARY SEWER
x - x -
EXISTING FENCE
dd=Drainage Divide/Limits of drainage area
i�. `•, W W W t •YA.W�/y► /.W w W w W .}{°4 , W w W w' �y� i W WW w W W (UNDEVELOPED)
•SI
!= Flaw direction
' W \W ! •W W W .4� W i', h� a / , 'III... W!!! W W EE 55D LL DICT VR1111FDAR -
wrr ;' r�� `.', , w w W y Proposed Spot shot elevations
Proposed contours
W w w W w w NaG , w w Drainage easement to be recorded
w a a a iq .
♦ $ w w w �� �
.'77 w W W W :�� I � • W i W w � R
7.85,E f7 w W W w 3 a
• w ,yr w
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FLOWERS DEVELOPMENT See detail 7, SW-2
i
CORPORATION �'
.. •7 W mow' w w
ZONING = I U oc
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PIN= 6376r 13038904 �� i;
Co a
Se
LAND USE. STORAGE BUILDINGS `,_ LL./I C 's W
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N/F J 0 H N E. NOBLES J R.
SEE MAP BOOK 291 PAGE 884 e , %a wW w WW a
ZONING -CH a aw aa
wWW wW w+
W
(UNDEVELOPED) 7�. wwa'w wwwawwww w wa
EXISTING X W y w W w W W W o w W W
MINISTORAGE w w a w w w a w a
\ w � w V W w w •y, W
UNITS (2) �I a awa wawa,. wow w
W W W 11' W
ENSURE ALL AREAS DRAIN TO POND
W �• W w a a a ' a a W
�` y✓ w w w w iw w a
i w w W w y w W
w w w a w ryy W W w
w w w w W w � a a a •
W W • W W '• W w W
w a W w w w
/•
_ SET IRON � k - _� . `� '� L
...ram. ,�i rr� \ 1 /�., + 1 V/n( . w
PIP
Se = Seabrook ;n
ApArapahoe=
FOUND IRON
ROIL
N/F BEST VENTURES, LLC
DEED BOOK 1151, PAGE 49
SEE MAP BOOK 28, PAGE 70
ZONING= R5S
(UNDEVELOPED)
t. z
BY:
w w w W w !MOTES,
Kin C:VPC0T1nK1w ; W W a $OLNDA.RY INFORMATION' TAKEN FROM MAP EN7I IED "SKETCH AND
w W
' Ilk# LA'T A UBD ciN FO WE 5
CONTACT ENGINEER OF RECORD
OF DISCREPANCY
IN ANY INSTANCE
� SITE PLAN
"W-
1111MR4PRIG P OF TW LOT S NISI R FIA R
DEVELOPME W CORPORATION" PREPARED BY POWELL SURVEYING
COMPANY, PA, DATED JAN, 26, 2N& ``\,Z«I.14111!lIIIt„+/F1/fi
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DRAWN HY LVDS SCALE
FILE FLOWERS DEVELOP A i
APPVD. BY WAG NOTED
DATE
DRAWING NUMBER
SW_I
OF
"�y�"". 7 'r
I' Ild.,

1
TR4ShfR4gi=
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82.6'
------72.6
1B 18
i Top of RUr EI=17.15
17.5
16.5
Weir
15.5
14.5
FOREBAY
135
4
12.5
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July 2012
8.5 10 20 30
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all
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I -A X"SECT DETAIL
SW-
1
175
16.5
141.5
14.5
13.5
12.5
105
8.5
Elev,
Area✓ Vol.
Cumm,Vol.
16.5
3�
1395
6040 CuFt
16.0
; 237
1043
4645
15,5
1938
1654
3602
1`4
37
1115
1948
MORTAR JOINTS 1/2 "
% 13e5 858
12e5 404
.METAL GRATE CLASS 'A4 " CONCRETE TO BE USED.
F£/NFORCEMENT. /4
TR45H aaCK THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY .
9" OCEW (M/N.)
CONCRETE 4000 PSI
ALL DROP INLETS OVZR _3"--B" IN OEPTH TO BE PROVIOEO
sre ivvcoorssm DWG
METAL STEPS ON 1 '-2" CENTERS.
840.45 FOR
L2 •" X 2 •" A' " W/
AODIWN& =AILS
r--�Q�%,$
CH4
WEGD£O ANCHORS
Revs. 2.0" Orifice 17.5
July 2012 ORIf7CE 16.
PLATE
l_� 111�I-7 1
ADDITIONAL ,/5
REINFORCEMENT AROUND
PIPE OPENING
�ll11§\VAIN11r1111.
,...
.mow
I R,I�R �PgRi,7ALLY W/TH/N� -��
t 3 111,
�
iSURE STABLE FOUNGE4TION �_
-Tr" m
TI 3
2 XIM
4'KEYWAY T}Pi1r'
BOTTOM £LEGATION DETAIL
PER DTL 1, SW2
12.0' - - - -
A-; .. ...L"I :i. ,, :..a:ti_�..�._ �.i... .t 1_. ;ze irPL esl. k.Kx
Slip 12"RCRthrough weir, CI.B Riprap
FOREBAY W IR 15 wide(Battom) i
and embankment "� PLANT SCHEDULE - WET POND-3G78 S Ft 20C=20*50= 1000 plants
I I Ensure stabjle foundation E1�1 �.5 � 2'wide(Topj ! a /
Revs. Place heavier Stone
at bottom of weir QTY, SYM. BOTANICAL NAME COMMON NAME ROOT
"1�1 �! Riser partimlly
- _ ---�-- - - -- - �� -- 'Err 6e�me depth in embankment
325 DC DESHAMPSIA CASESPITOSA TUFTED HAIRGRASS CONT.
- -- -- �� T - Shawn for j Cl r ty 325 TS PELTANDRA VIRGINICIA ARROW ARUM (�
25 BN BETULA NIGRA RIVER BIRCH BB
18 18 325 PC PONTEDERIA CORDATA PICKERELWEED -
I
17I- _ .__---.. _-------- +- - - - --- -- _ - 17 �-
I 0.
FORF8AY
1� 5 B llvc 15„ NOTE: Qk
1� Orawdown 16' 1. MINIMUM TRFE SIZE REQUIREMENTS: 2 CALIPER,6 HEIGHT
15
12 "RCP
i
_ ._ -r
- - - -
cep
I I
121� - - -------- -
i
weir at EL=;i
1.5' _ - -
e Weir .1 2'
Un°
I
eriain w/geotech fabric
I
I
o+o 0+.�� o+s a,�9 a�» o� 15 + 7�
SIDE
�/EW
CL RISER
CONC. RISER
1 , 114 " THICK STEEL PLA.
Z42. a ,' ORIFICE Revs,
Jul 2012
ORIFICE PLATE y
W/rM 1 X1 X5' 50.ME7AL
GRArE /P1,ArE
CENTERED OVER ORIFICE`
QDf IN 'LACE 8 DRAW DOWN DETAIL
.2. 0 DIA, ORIFICE
TR�I.�HRA CI< DEaTAI/ S W"
PLAN
3
SW-
ISER DETAIL
, B,B X-SECT
2
SW-
ISER
,PLAN
DETAIL
VIEW
Orifice and
Plate
t5
2. OTHES-MIN. SIZE REQUIREMENTS: 2 CONTAINER
MAIN POOL
14
6 POND PLANT SCHEDULE
i
- -r - 12•.
.•1
l
SEEDING MIXTURE TYPE RATE
5E12/CEA LE-SPEDE-ZA 30 16s. \v J• y �• / acre
� y y y
5 FORE BAY WEIR WALL DETAIL
Berma'dagrass COMMON 10 16s. / acre w y + �
Pensacola Bah;a rays i
9 50 16s. / acre
r r"
CERMAN MILLET 10 L6s. / acre
SEEDING SCHEDULE
1. Chisel topsoil and scarify if necessary to prepare seed bed.
2. Rip the entire area of least four (4") inches deep.
3. Remove all rootmat, debris or foreign material, leaving surface
reasonably smooth and uniform.
4. Apply agriculture lime ( in absence of soil test, 3000 lbs. per
acre }, fertilizer ( 10-10-10 at a rate of 500-1000 lbs. per
acre }, 500--800 lbs. per acre of superphosphate or equivalent.
5. Apply seed on freshly prepared bed and cover seed slightly with
cultipacker or other seeding equipment.
6. Mulch immediately with wheat straw or hay ( at a rate of 4000 lbs.
per acre ).
7. Inspect all seeded areas and make necesscry repairs or reseeding
PLANT LEGEND 7 \SEEDING SCHEDULE
325 VARROW ARUM �Sw-?/
25 (DRIVER BIRCH
325 #PICKEREL WEED
325 IL,L"TUFTED HAIRGRASS
EXACT NUMBER OF PLANTS NOT SHOWN BELOW
Ensure correct number and type of plants
are planted in keeping with this schedule
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NRRS - NEW RAILROAD SPIKE LP - LIGHT POLE
NIS - NEW IRON STAKE TP - TELEPHONE PEDESTAL
EIS - EXISTING IRON STAKE CC - CONTROL CORNER
EIP - EXISTING IRON PIPE EOP - EDGE OF PAVEMENT
ERRS - EXISTING RAILROAD SPIKE N/F - NOW OR FORMERLY
ECM - EXISTING CONCRETE MONUMENT EAI - EXISTING ANGLE IRON
NPS - NO POINT SET WM -WATER METER
EPK - P K NAIL FOUIJb
NPK - P K NAIL SET LPT - LP GAS TANK
R/W - ROAD RIGHT-OF-WAY ZZ - NOT TO SCALE
BOC - BACK -OF -CURB ERWM - EXISTING R/W MONUMENT
DI - DROP INLET TC - TOP OF CURE
CB - CATCH BASIN
SYMBDLS I LEGEND L
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EXISTING WATER METER BOX
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EXISTING FIRE HYDRANT
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© SANITARY SEWER MANHOLE
ep \ EXISTING CONC. BUILDINGS SLAB 13,273 SQ FT TRAFFIC CHANNELIZATION
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VICINITY MAP
NOT TO SCALE
Pavement Design and installation Guidelines
A typical grid pavement installation consists of a soil
subgrade, a gravel base, a layer of bedding sand and the
grids. Topsoil and grass, or gravel is placed in the openings.
The intensity of use by vehicles over the life of the
pavement must be carefully assessed when selecting grass or
gravel. Grass must have at least five hours of light on it each
day if it is to survive.' Cars parked on the grass every day for
extended periods of time will kill the grass beneath the cars.
If parking is continuous, then gravel should be used in the
openings instead of topsoil and grass. Gravel should be used
if regular watering and maintenance of the grass is not antici-
pated; otherwise the grass will die and eroding silt will clog
and eventually kill the grass in adjacent grids. Gravel should
also be used if oil drippings from continuously parked cars is
expected to be excessive. For intermittently used lots, over-
flow lots, or fire lanes, grass is recommended.
Excavate and compact the soil subgrade. The soil
subgrade should be uniformly compacted to 95 % of its
optimum density prior to placing the gavel, sand and the
grids.
Place and compact the gravel base. Gravel used for
road bases is acceptable for use with grids. The fines
(aggregate smaller than the No. 50 sieve) can be omitted if
additional water permeability is desired. If fines are omitted,
then filter cloth will be required between the sand and gravel
to prevent migration of sand into the base. The compacted
gravel base should extend beyond the edge of the grids a
minimum of 6" where possible. The thickness of the gravel
base depends on the loads and. the strength of the soil
subbase. For residential uses on adequately drained soil, the
gravel base can be omitted and the grids placed on the sand
layer (Figure 3). For heavy vehicular loads such as fire
trucks, or repeated loads from cars, a minimum of 8" of
compacted road base gravel should be used (Figure 4).
Compacted soil backfill
for edge restraint
Topsoil 1/2" (13mm) below
top of grid
Grass
r- Concrete grid
Existing compacted J /
soil subgrade
1" to 1 1/2" J
(25 - 35mm) sand
Figure 3. Grids and Sand on Compacted Soil Subgrade
Filter cloth is recommended for use with low CBR
soils (less than 4%), those with high clay and silt contents,
soils in high water table areas, or soils in low Iying areas
subject to flooding. The filter cloth is placed over the
compacted subgrade. The filter cloth should be fine enough
to prevent migration of soil into the gravel base. Woven
fabrics are preferred over non -woven materials when the
cloth is placed directly under the sand layer in installations
subject to traffic.
Spread and screed the bedding sand. Grading re-
quirements for the sand should conform to AST'M C 33 for
concrete sand. Thickness of the sand layer should be be-
tween 1 an
C
SP-2
EDGE OF PAVEMENT
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for edge restraint , Topsoil 1/2" (25mm)
below top of grid
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Compocted grovel
Sand and base extend WAjel,- base
6" to 12" (150 -- 300mm)
beyond perimeter Existing compacted
soil sub -grade
Filter cloth (optionol)
Figure 4. Grids and Saud on Compacted Gravel Base
not be used. The sand should be screeded to proper eleva-
tions and have a uniform moisture content (not saturated)
prior to placing the grids. The screeded sand should not be
disturbed (Figure 5).
Place the grids on the bedding sand. The grids
should be placed with the minimum joint spacing of at least
1/16" (2 mm). If the grids touch, they may chip and spall
upon repetitive loading.
Vibrate the grids into the sand. Use a high -fre-
quency (3500-5000 cycles per second), low amplitude plate
vibrator. A rubber mat should be attached to the vibrator to
protect the grids from cracking and chipping. Plywood
sheets placed on the grids can be used for protection if a
rubber mat is not available, At the end of each day the grids
placed should all be vibrated. Sand should not be left without
grids vibrated into it. Rainfall settles the exposed sand and
prevents the grids from pressing into the sand when vibrated.
If sand is left exposed, it should be covered with plastic to
protect it from rain.
Spread topsoil into the grids and vibrate again.
Grass seed and fertilizer can be mixed with the topsoil or
broadcast directly on the surface and swept into the openings
and joints. The grids should be vibrated again after the voids
are full. The final level of the topsoil should be 1/2" (13 mm)
to 3/4" (20 mm) below the top surface. This will lend some
protection to the grass from tires as it grows.
d 1 1/2" (25-40 mm) duck. Masonrysand should Figure 5. Screeding the Bedding Sand
PERMEABLE PAVEMENT INSTALLATION
NIP — NEW IRON PIPE
UP - UTILITY POLE
NRRS — NEW RAILROAD SPIKE
LP — LIGHT POLE
NIS — NEW IRON STAKE
TP — TELEPHONE PEDESTAL
EIS — EXISTING IRON STAKE
CC — CONTROL CORNER
EIP — EXISTING IRON PIPE
EOP — EDGE OF PAVEMENT
ERRS — EXISTING RAILROAD SPIKE
N/F — NOW OR FORMERLY
ECM EXISTING CONCRETE MONUMENT
F"AI — EXISTING ANGLE IRON
NPS — NO POINT SET
EPK — P K NAIL FOUND
WM - WATER METER
NPK _ P K NAIL SET
LPT — LP GAS TANK
R/W — ROAD RIGHT—OF—WAY
ZZ NOT TO SCALE
BOC — BACK —OF —CURB
ERWM — EXISTING R/W MONUMENT
DI - DROP INLET
TC — TOP OF CURB
CS - CATCH BASIN
SYME30L5
I LEGEND
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EXISTING WATER METER BOX
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ss ss
EXISTING SANITARY SEWER
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EXISTING FENCE
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ENTIRE PARKING AND DRIVE AREA TO
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MIS - NEW IRON STAKE
TP - TELEPHONE PEDESTAL
EIS - EXISTING IRON STAKE
CC - CONTROL CORNER
EIP - EXISTING IRON PIPE
EOP - EDGE OF PAVEMENT
ERRS - EXISTING RAILROAD SPIKE
N/F - NOW OR FORMERLY
ECM - EXISTING CONCRETE MONUMENT
EAJ - EXISTING ANGLE IRON
NIPS - NO POINT SET
EPK - P K NAIL FOUND
WIA - WATER METER
NPK - P K NAIL SET
LPT - LP GAS TANK
R/W - ROAD RIGHT-OF-WAY
ZZ - NOT TO SCALE
SOC - BACK -OF -CURB
ERWM - EXISTING R/W MONUMENT
01 - DROP INLET
TC - TOP OF CURB
CB - CATCH BASIN
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\ SANITARY SEWER MANHOLE
Ep EXISTING CONC. BUILDINGS SLAB 13,273 SQ FT ■••• TRAFFIC CHANNELIZATION
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BEST VENTURES, L SIDEWALK 130 SFT. ss ss EXISTING SANITARY SEWER
VICINITY MAP '�?� �� , � �0� LOT 2 AREA 169,$84 SQ FT (FROM MAP Y POWELL}
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BUILT UPON AREA = 9764 SQUARE FEET
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