SW4091101_APPROVED PLANS_20100426

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 9%1 Z/6) /
DOC TYPE
❑CURRENT PERMIT
C� APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

SITE DEVELOPMENT PLAN
I
for
416 VISION DRIVE
ASHEBORO - RANDOLPH COUNTY- NORTH CAROLINA
PROJECT NO.: E-1274
OCTOBER 2008
SHEET INDEX
Spero
Sp Central Ave.
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,,.,•���, �A o< SHEET NO. DESCRIPTION
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0 COVER SHEET
'•-�k+s+t,;`:'' 1 OVERALL SITE PLAN
m� Site ���a2 SITE & UTILITY PLAN
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N ,a'` 3 GRADING, DRAINAGE & EROSION CONTROL PLAN
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RETAINING WALL DETAILS
v�s�on or. 5 SPOT ELEVATIONS
E n lne�rin w, ,anc f �anr�in -- can5u�tin 6 BIO-CELL DETAILS
7 STANDARD DETAILS
F.Q. 15ox968 g WATER DETAILS (ASHEBORO STANDARDS}
Presnell St. Asbeboro, f VC 2,7203
f bonc: 336 328--o902- Fax: 336 328--o92z 0 WATER DETAILS (ASHEBORO STANDARDS}
r—[e-mail] 10 SANITARY SEWER DETAILS (ASHEBORO STANDARDS)
11 EROSION CONTROL DETAILS
VICINITY MAP 12 BIO-CELL LANDSCAPE PLAN
NO SCALE 13 LANDSCAPE PLAN
14 LANDSCAPE DETAILS
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JUNCTION Box 15
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INV IN 720.9 -1 / �t3` INV IN 719.17 (1418"}
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Grass \ \ /� �t Pavement 20 10 20 40
BEFORE YOU DIG ! 0
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SCALE: 1 /4"-1'-D"
CONTACT:
RHONDA L. BUNCH
CEO/PRESIDENT
HOSPICE OF RANDOLPH CO., INC.
PO Box 9
416 VISION DRIVE
ASHEBORO, N.C. 27204
PH 336--672--9300
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100' MIN. OR 4X CIRCUMFERENCE OF
LARGEST TIRE (VHCHEVER IS GREATER)
4y Min EXISTING
4" MIN. ] PAVEMENT
iz-t-s-�-z iT s rr.•-.-.z� s•�t-�
EMS J FILTER CLOTH J
OUND
SIDE ELEVATION
100' MIN. OR 0 CIRCUMFERENCE OF
LARGEST TIRE (V"CHEVER IS GREATER)
2W MIN. SILT FENCE,
OR CONSTRUCTION FENCE
E)GSanNGG RETURNS EACH SIDE
25'
10' MIN. OR
2W RADIUS
EMSTING
PAVEMENT
1W MIN. OR
2"-3" CLEAN STONE NM 25' RADIUS
PLANVIEW +
CONSTRUCTION SPEQIEICATIONS
1. STONE - USE COARSE AGGREGATE (2-3 INCH STONE)
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET
3. THICKNESS - NOT LESS THAN EIGHT(8) INCHES
4. WIDTH -- NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO 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 SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-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 RIGHT-OF-WAY
MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE
TUTS
(3/8- MESH)
jm1 NE WAS AL
�
AL
10
I,•
r.G..'C
AL
STANDARD CATCH BASIN
YARD INLET PROTECTION
NTS
COMPACTED
SOIL, I 2' MIN
CONSTRUCTION SPECIFICATIONS
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OLB,IECTIONAL MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL..
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL END
APPROPRIATELY STABILIZE IT.
TEMPORARY EARTH BERM
N.T.S.
12 GAUGE 4"x4" OR 2"x2" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS
ON METAL POSTS
ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC
OR EQUIVILENT SECURED TO WIRE WITH
METAL CLIPS OR WIRE AT 8" ON CENTER.
MAX SEDIMENT STORAGE LEVEL IS 1 /2 HEIGHT.
T REMOVE SEDIMENT WHEN THIS LEVEL HAS BEEN
Ij REACHED OR AS DIRECTED BY THE
CONSERVATION ENGINEER
NATURAL GRADE
CARRY 6 TO 12 INCHES OF FABRIC
INTO TRENCH. COVER WITH SOIL, TAMP
AND BACKFILL
CARRY 6 INCHES OF WIRE INTO TRENCH
METAL POSTS AT 8' O.C. MAX
POSTS MUST BE 2' DEEP MIN.
NOTE:
SILT FENCES SHOULD NOT 13E USED AT PIPE OUTLETS OR
IN AREAS OF CONCENTRATED FLOW
(CREEKS, DITCHES, SWALES, ETC.)
TEMPORARY SILT FENCE
N.T.S.
INLET ZONE
40'
GENERAL NOTES
1. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY
VEGETAION AND MOOT MAT.
2. FILL MATERIAL . F'OR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER
WOOD/VEGETATION AS WELL AS OVER -SIZED STONES, ROCKS, ORGANIC
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE
COMPACTED IN :NOT GREATER THAN 9" LIFTS BY TRAVERSING WITH
EQUIPMENT.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO IT ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN
DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FIELD.
4. REMOVED SEDIMENT SHALL BE PLACED IN A DESIGNATED DISPOSAL AREA AND
PROTECTED AGAINST EROSION.
5. THE WEIR IS THE OVERFLOW STRUCTURE BUILT TO A TEMP ELEVATON OF 712.0.
G. CUT SLOPE INSIDE TRAP TO BE 2:1 OR FLATTER.
7. ALL DISTURBED: AREAS SHALL BE STABILIZED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION OF THE BASIN.
8. TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH
REPAIRS MADE AS NECESSARY.
COIR MESH COIR MESH
BAFFLE SKIMMER BAFFLE =
30,
FIRST CHAMBER
30,
18.
SECOND CHAMBER OUTLET ZONE ---1
PLAN VIEW OF COIR MESH SPACING
TEMP SED TRAP I BIORETENTION POND
N.T.S.
SEQUENCE OF CONSTRUCTION
1. OBTAIN GRADING PERMIT AT PRECONSTRUCTION MEETING ON SITE.
2. STAKE LIMITS OF CONSTRUCTION/DISTURBANCE.
3. INSTALL STABILIZED CONSTRUCTION ENTRANCE.
4. CLEAR ENOUGH TO INSTALL "BY-PASS" STORMWATER SYSTEM,
GRATE INLET 12 THRU OUTLET 15 AND CHANNEL 1.
5. STABILIZE DISTURBED AREAS AT GI 12, GI 13 & GI 14.
6. PROTECT INLETS 12, 13 & 14 AND STABILIZE CHANNEL 1.
7. CLEAR ENOUGH TO EXCAVATE/BUILD DAM FOR THE BIORETENTION
POND TO FINISH DIMENSIONS WITH THE EXCEPTION OF
MAINTAINING A 2:1 SLOPE ON THE INSIDE ONLY WHILE THE CELL
IS BEING USED AS A TEMP SED TRAP. BUILD THROAT INLET/
OVERFLOW STRUCTURE TO ELEVATION 712 AND INSTALL 18"
OUTLET PIPE AND RIP -RAP OUTLET PROTECTION. SEED AND
MULCH 810-CELL DAM AND FILL BANK IMMEDIATELY AFTER
CONSTRUCTION.
S. INTALL SKIMMER INTO ONE OF THE 6" OPENINGS IN THE
OVERFLOW STRUCTURE PROVIDED FOR THE 6" PERFORATED
DRAINS (INV ELEV 708.82). PLUG/BLOCK THE 3 REMAINING
6" OPENINGS UNTIL TIME TO COMPLETE THE BIO-CELL.
9. INSTALL REMAINDER. OF THE PERIMETER EROSION CONTROL
DEVICES.
10, CLEAR REMAINDER OF THE SITE.
11. BEGIN MAJOR GRADING OPERATION.
12. INSTALL REMAINDER OF THE STORM DRAINAGE SYSTEM.
13. INSTALL STONE ON DRIVE/PARKING AREAS AS SOON AS
DESIGN GRADE IS OBTAINED.
14. MAINTAIN AND CLEAN ALL EROSION CONTROL DEVICES
THROUGHOUT DURATION OF THE: PROJECT.
15. SEED/STABILIZE ALL AREAS FOLLOWING FINISHED GRADING.
16. WHEN ALL AREAS HAVE BEEN PAVED AND THE REMAINDER OF
THE SITE HAS BEEN STABILIZED; CONTRACTOR IS TO REMOVE
THE COfR MESH BAFFLES AND SKIMMER FROM THE 810-CELL
(USED
FINISH BUILDING AS TEMP SED THE THROATEANY INLET/OVERFLOW FROM THE
STRUCTURE. CONSTRUCT THE REMAINDER OF THE BIO-CELL
AFTER CHECKING WEATHER FORECAST TO ENSURE 3 DAYS
OF FAVORABLE (CLEAR) WEATHER.
VENT
FLOAT
OUTLET END
CONNECTED TO PIPE THROUGH
DAM OF RISER STRUCTURE
,� INLET SCREEN/DOOR"
'*ftS)E:�BARREL PIPE OR ARM ORIFICE INSIDE"
NOT INCLUDED WITH SKIMMER NOTE: INLET SCREEN
SUPPLIED BY USER SCH 40 PIPE VARIES ON LARGER SKIMMERS
USE 2.750 ORIFICE WITH 2" HEAD
& 120-1 /4"0 MOLES
SKIMMERS TO BE FAIRCLOTH SKIMMERS OR APPROVED EQUAL.
SKIMMER DETAIL.
NTS
13. _
1,I+ 1. PREPARE SOIL BEFORE INSTALLING 81ANKE75, INCLUDING APPLCA7701V OF LIME,
FERM12E7', AND SEED.
2. BEGIN AT TTIE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A rS' DEEP
X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3 ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A B" OVERLAP. USE A
INLET ZONE DOUBLE ROW OF STAGGERED STAPLES 4" APART To SECURE BLANKm
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED
1N 6" DEEP X 6" WIDE TRENCH. BACKRU AND COMPACT THE TRENCH AFTER
FIRST CHAMBER STAPLING.
6 &ANKE75 ON SIDE SLOPES MUST BE OVERUIPPED 4' OVER THE CENTER &AAftT
AND STAPLED (2- FOR C.J50 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SPOT lS RECOMMENDED
SECOND CHAMBER AT 30 TO 40 Foor ImLrRI/ALS USE A ROW OF STAPILES 4" APART OVER EN"RE
WIDTH OF THE CHANNEL PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
STAGGERED PATTERN.
8. THE 7ERYIN41 4ND OF nYE BLANKETS MUST BE ANCHORED IN A 6' DEEP X 6" WIDE
TRENCH. BACKnLL AND COMPACT THE TRENCH AFTER Swum
NORTH AMERICAN GREEN
TEMPORARY DITCH LINING
INSTALLATION GUIDE
N.T.S.
BEFORE YOU DIG I
iv1o1_ftol CALL 1-800-632-4949
N.C. ONE -CALL CENTER
II 1,7.oy IT'S THE LAW I
NORTH AMERICAN GREEN C-125
OR EQUAL FOR TEMPORARY LINING
CHANNEL 1
NTS
MAXIMUM PLACEMENT OF POST USING HOGWIRE WITH
APPROVED EROF'ON CONTROL FABRICS TO BE 10 FEET. VARIES (SEE PLAN)
MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING 2' MIN'
APPROVED EROSION CONTROL FABRICS TO BE
6 FEET TO 8 FEET APART.
POST METAL T-POST 5 FEET OR 6 FEET IN HEIGHT SILT -FENCE
DEPENDING ON FILL SLOPE. OVER HOG WIRI
FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS
SPECIFICATIONS FOR EROSION CONTROL)
STONE #4 WASHED STONE TO BE PLACED 12 INCHES
DEEP AT SILT FENCE TOP VIEW
HOG WIRE
SILT -FENCE METAL* FENCE POST - METAL
SILT FENCE FENCE POST
nurp unr_ uwoc
1.5 FT. "�
MIN.
OW 1.0 FT
M
SEDIMENT '0 STRUCTURAL STONE
CONTROL STONEtZ MIN.
N
FRONT VIEW
CROSS SECTION
NOTE.
STRUCTURAL STONE SHALL BE
TEMPORARY STONE OUTLET (CLASS "B" STONE FOR EROSION
CONTROL PURPOSES.
N.T.S.
PIPE OUTLET TO FLAT,
NON -DEFINED CHANNEL
NOTES
1. La IS THE LENGTH OF RIPRAP
APRON
2. d-1.5 TIMES THE MAXIMUM
AAA
A
A DIAMETER BUT NOT LESS
THAN 6".
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP ON THE
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TALLWATER DEPTH OR
PLAN
TO TOP PF THE BANK,
WHICHEVER IS LESS.
_L
4. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP -RAP AND
SOIL FOUNDATION.
a
SECTION A -A
FILTER
BLANKET
,T
TILT -FENCE
NER HOG WIRE
SItJ-FENCE
nvro unn unar
PIPE OUTLET TO
WELL-DEFINED CHANNEL
RIP OUTLET PROTECTION
SECTION A -A
N.T.S.
t
BLANKET
PERMANENT SEEDING
DERN177ON
Seeding disturbed areas with perennial grosses and (or) legumes to provide a
permanent vegetative cover to lessen runoff and soil erosion.
PURPOSE
To lessen sail erosion and permanently stabilize disturbed areas created by
grading of construction sites
COND17IONS WHERE PRAC77CE APPLIES
A# bare soil areas on construction sites which are not covered by structures
or other erosion control devices.
PREPARA770M
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
inches so as to produce a loose, friable surface. Remove all stones,
boulders, stumps or debris from the surface which would prohibit germination
or plant grnwth. Spread topsoil in a layer .3" - 6' depth.
Incorporate info the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500
pounds of twenty percent (20X) superphosphate per acre and two tons of
dolomitic lime per acre unless soil tests indicate that a lower rate of lime
can be used.
Mulch after seeding with 1.5 tons of grain straw per acre and either crimp
straw into soil or tack with liquid asphalt at 400 gallons per acre or
emulsified asphalt at 300 gallons per acres.
PLANTS & MIXTURE
PLANTING RA7EIACRE
PLANTING DA7ES
AN/ Fescue
100-150 lbs.
Aug.
15 -
Oct. 15
(Low Maintenance)
Feb.
15 -
May 1
Tall fescue
200-250 lbs.
Aug.
15 -
Oct. 15
Waterways and
Feb.
15 --
May 1
Lawns (High Maint.)
Blend of two turf-
200-250 lbs.
Aug.
15 -
Oct. 15
type tall, Fescues
Feb.
15 -
May 1
(90X) and two or
more improved
Kentucky bluegrass
varieties (10%)
(high maintenance)
Tall Fescue
100 lbs.
Feb.
15
- May 1
and
and
Aug.
15
- Oct. 15
Kobe or Korean
20-25 lbs.
Lespedeza
Tall Fescue.
50 lbs./acre
Nov
1 -Feb.
1
(Unscarified)
Tall Fescue and
60 lbs.
July and August
German Millet or
and
Sudangrass 2
30 lbs.
Tall Fescue.
TO lbs.
Nov.
1 -
Jan. 30
and
and
Ryegroin 2
25 lbs.
Common b'ermudagross
8 lbs. (hulled)
April
15 -
June 30
15-20 lbs. (unhulled)
Feb.
1 -
March 30
1 For spri0Jg seedings, use Scarified Lespedeza seed. For late
fall and
winter svedings, use unscarified seed.
2 Annuals such as Millet,
Sudanorass ire r;'egrcin must
"
TEMPORARY SEEDING SPECIFICATIONS
PIEDMONT REGION
Application Rates Ib ac
Recommended
Species
10-10-10
Agriculural
Straw
Seeding Dates
Seed
Fertilizer
Limestone
Jan. 1 - May 1
Winter Wheat
Annual Lespedeza
120
50
750
2,000
4,000
(Kobe)
May 1 - Aug 15
German Millet
40
750
2,000
4,000
Aug 15 - Dec 30
Ryegrain
120
1,000
2,000
4,000
GENERAL EROSION CONTROL NOTES
THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF
STREAKS, LASS OR OTHER WATER (CURSES DUE TO THE CONSTRUCTION OF TEAS PROJECT.
EFFECTIVE ERfSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCfIOT
OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL
PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S
REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES
SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE M MINIMIZE EROSION.
THE CONTRACTOR IS REFERRED M THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL
EROSION CONTROL REQUIREMENTS.
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF
REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES
SHALL BE REMOVED AND DISPOSED OF 90 AS TO CAUSE NO STREAM SILTATION.
WHERE CULVDIT PIPES ARE TO BE INSTALLED UNDER ROADWAYS, 1HE CONTRACTOR SHALL INSTALL THE
CULVERTS AS RAPIDLY AS IS PRACTICAL, BACK FILL IMMEDIATELY AND RIP RAP THE UPSTREAM AND
DOWNSTREAM SIDES OF THE STREAM CHANNEL
#57 STONE
NTS
2'-0 MIN
?,, 15-0 MAX
STREAM CHANNEL
CROSS SECTION EMERGENCY BY-PASS
6 BELOW SETTLED
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COyN CT NEW $j3AN SWR i / / - / <`� ��'IV Spero
NICE TO POST LINE / / V"7 Concrete Central Ave.
iYire Gate j ,.,� Pad do
Rm=695.0' Fence ence I 1 88.1 '3999 3"J9.1s - Electric y
Inu=685.6' / Q � / / I ' C C/ - � Transformer
I ' / �- 1 A PROX LOCATIO C/o
" C/O j ' I CO " " / SEE OXY N TANK PAD WALL
E 7CR�114 N WALL B1-6" 990' BEND1 U G OXYGEN uro 1 l I REtA I G ! SECTION RETAIL ON SHEET 5 a
50 MH / 1� 1 ' ! j I ' ] -�- Grass m Site t� R
Wt� Rim=697.5' ' L --� -- /�� 1 k ` I 1 0 2 ��'D�
0 50� Inv. E=693.4 --t I 1 / _ -�-- '°ate c� O\d
5* i Inv. N=689.2' / � I I � ) I I � �„ � � IW `� ��.
11 11,111 ISj A UMPS I �i
7/T�
5g� ' ! CONC. 1 `Light Vision Dr.
PAD / e
RAP / / � 1 f I .1 / � u J
� 4 734
2 / I PRO ASPHALT
I / I r f PA�E ENT 5' CONC WALKBEND/ OXYGEN
J 1 Hir 9 '
Grass I / / I / ' 1-6 0' BEND 4 4 Presnell St.
/ L --J ` �� / 1000 G / 3
j Si1NG ASPHALT"1
INTER oR 12'x3o' PR P VICINITY MAP
2 1 /2" / LOADING ZON OPR�ALT
NC T S n NTS
/ O�UJNTAIN WI I
CIRCULAR WA s• SAN1TAR NATURAL ASP ` -
BY OWNER}GAS PROPOI
4" SAN SEWER - PI AINTENANCEI CITY OF ASHEBORO NOTES:
/- _ - 6" DIP G NE R j BLDG r �Sphalt _ OF PARKING = -
/ / r I / FFE 728.0f PARKING & TOTAL NUMBER RKING SPACES 3789/200-19 SPACES
FIRE LI �' j Curb
G � YGEN i LOADING (INCLUDES 1 HANDICAP) -
e / / S REQUIRED BY SECTION 400 1.
�r s / / J 2" DOME i1C J ! PAVING; PAVED PARKING AREAS SHALL BE 6" ABC, 2" 1-2 (MIN.)
10/ / WATE LINE ! Existir ALL DRIVE AISLES SHALL BE 8" ABC, 2" 1-2 (MIN.)
/ �N / / / _�_ ASPHALT AND SHALL BE IN COMPLIANCE WITH SECTION 408-E
l "N // l / � � CONC � 1�
lot., I 1- 2" 0' BEND I ' NOISE: NOISE FROM THE PROPOSED DEVELOPMENT SHALL MEET SECTION 317A.
1-6" 0' BEND I GRADING: SHALL BE DONE PER THE APPROVED GRADING AND EROSION
c�
�I / I J � I� � � CONTROL PLAN.
Me
10 , s "oP 1-T r ---- -� b GRADE: GRADE SEPARATION OF BUILDING AND PARKING AREAS SHALL
.a . / / ,�' / I / / I/ / / PAPHMs:NT / I / , ^�� BE REQUIRED BY SECTION 409 8.1. (4" MIN.)
, _ 3
4 WAL F 24 WATER: WATER & SEWER SHALE PROVIDED FROM THE CITY OF ASHEBORO
& SEWER UTILITY SYSTEM.
LIGHTING: ALL AREA LIGHTING SHALL BE DIFFUSED TYPE DESIGNATED TO LIMIT
THE FOOT CANDLES AT
LPROPERTY LINES AVALUE NOT TO
EXCEED2.0 FOOT-CANDLE LOT LINE AND OTHER
POSED I ,1^D� REQUIREMENTS OF 317A.
/ / / / / / / f j / PAVEMENT SIGNS: LOCATION AND SIZE OF ANY SIGNS WILL BE DETERMINED BY
�
/ I/ I ' I' OWNER IN ACCORDANCE WITH ARTICLE 500.
BUFFER: BUFFER AS PER ARTICLE 300A, AND 308A THE REQUIRED 10- FRONT
YARD FOR BROWERS CHAPEL ROAD AND 25' PLANTED BUFFER ON
THE SOUTH & WEST SIDES OF PROPERTY.
/ LANDSCAPING: LANDSCAPING AS REQUIRED BY SECTION 308 WITHIN THE FIRST
I01 I \ N E� OR Y B U I I N G / / �� / 10 FEET OF ANY REQUIRED FRONT YARD AND 409 B.2
/ /�/ / n ' / I 1 �► ui� / IN PARKING LOTS.
. kOP 72 .o
m ` , 1 O� E FE 8 / 24'�_ / SCREENING OF MECHANICAL EQUIPMENT SHALL BE SCREENED AS PER
MECHANICAL EQUIP.: ARTICLE 306A.
\STORY / /00 kisting SCREENING OF
ADDITPON I ' ` SOLID WASTE AREAS: SOLID WASTE SCREENING SHALL COMPLY WITH ARTICLE 307A.
\ / Pamerrt PERFORMANCE STANDARD: AS PER SECTION 317A.
THIS AREA IS NQT LOCATED WITHIN ANY KNOWN FLOOD ZONE OR WATER SHED AREA.
1. CONTRA;,TIJ SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE BY
J / J
7XISTING SPHALT ® CALLINC BOBBY KIVETT OF THE CITY OF ASHEBORO PUBLIC WORKS AT
[phone] EXT. 2202 OR [phone] PRIOR TO INSTALLING
THE WATER LINE.
coNc w � � �o -
N WALK 5 CO WALK TAINING WALL A �\ 2. CONTRACTOR SHALL INSTALL 2" WATER SERVICE COMPLETE EXCEPT FOR
\ \ I [ r 2" WATER METER. THE 2" WATER METER ONLY WILL BE PROVIDED BY
O j \ \ \ I \ \ i THE CITI f UPON PAYMENT OF APPLICABLE FEE.
l ` Gras
O \ \ \ \ \ \ \ \ \ ` \ PROPOSED ROPOSE I Existing
\ \ AS1 LT \ ` ASPHALT % Pavemen(
10
\ \ PAVEM�NT ` \ \PAVEMENT EXISTING 8"
•-j \ \ \ \ 1 \ \ \ I 6" DIP WATER LINE
J 7 \ \ ` \ � I \ \ \ \ \ Grass I {I I 1 3 FT. COVER WATER LINE
�- 6 \ \ \ Stub/ Out r Lc) EXI TING ASPHALT
f
fNr \ \ 1 \ \ \ ® OPEN\CUT I PRIVATE RIVE _ "
SPILL CURB 1 I 1 8 x6 APPING
\ ASPHALT DRIVE
�.•� \ \ \ � \ � � 6 �' �®� j! SLEEVE VALVE
Cb - \ Light ! I f
<� \
\°• ) %\ ` EXI TING ASPHALT MBL f
�\ \ F \ s \,�� \ \ \ PRIV�TE DRIVE 45' BEND
SIGHT 1GHTING W r
ti (TV)
A5 HALT
PA
I "
\ \ �/ \ \ \ ' \ T 1-6" 45- BEND
�\ \ 00� ` BLS `I0'1.11_t 3z3.W
\ PO�I.p D
1C4,A+�INA E � 60D, ail No. 25 - z
INfi ANC &
\ f E ti! = 731.22 ( 20' WIDE PERMANANT CITY OF ASHEBORO
/ LITY ASEN�T \ \ ` ' \ WATER LINE EASEMENT
\ /
\\ GENERAL SITE N0D�ES: GENERAL SITE NOTES: (CONTD,)
\ �\ it/ \s^ ���T` \ EXISTI ASPHALT 2-s" 45' BENDS 1 BOUNDARY API.S OBTAINED 11. UNDERGROUND UTILITIES, WHERE DISCERNABLE
Sp \ PRIVATE DRIVE STEPHEN D. BROWN BY SURFACE APPURTENANCES (MANHOLES,
\� si9 3,311 �U,y ?S•� \ O`Q ��' ASHEBORO, NC 27203 CATCH BASINS, VALVES, ETC.), ARE SHOWN
6" POST INDICATOR�`� 336-626-0123 PER INFORMATION OBTAINED FROM ENGINEERING
�\
PLANS, UTILITY ENTITIES, SITE PLANS & OTHERS. VALVE � 2. DEED REFERENCE: DB 1�45 PG 1511 THEY SHOULD BE CONSIDERED APPROXIMATE.
Fx, 3 3. PARCEL ID 7752730696
89'38'7" E_ _ �f?p9, �BRCp �•D C U - 12. SHOULD EXISTING CONDITIONS DIFFER FROM
J 61.77 L ✓� / 0 N 4. TOTAL SITE AREA 4.71 ACRES WHAT IS SHOWN ON THESE PLANS, CONTACT
\\ C \ ` N " w 5. ALL BEARINGS ARE GRID BEARINGS. ENGINEER IMMEDIATELY. ADDITIONAL WORK
6 REDUCED PRESSURE DETECTOR KSSEMBLY 6 x6 x6 �
WILKINS MODEL 975 ADA ABOVE GROUND to TEE 0 P IN HOT PERFORMED WITHOUT OWNERS, ENGINEERS, &
HEATED FIBERGLASS ENCLOSURE N (ABOVE GROUND}OX 6. IRON PIPES AT ALL CORAERS UNLESS ARCHITECTS KNOWLEDGE & APPROVAL WILL BE
B F PRODUCTS MODEL 8000-APD. OTHERWISE NOTED. DEEMED INCIDENTAL WORK WITH NO EXTRA
" 7. CURRENT ZONING: OA-6 PAYMENTS MADE.
6 RATE VALVE
UTILITY NOTES: ` \ \ a\� `� f ( q BOX 13.ASHEBORO P STANDARDS.
PER CITY OF
\ \ _ (ENS of CITY 8. EXISTING LAND USE: VACANT
1. WATER &SEWER SERVICE LINES TO BE INSTALLED `� �- t ,� ' /� MAINTENANCE) 9. PROPOSED LAND USE: NURSING,
�- " " " END OF CITY
IN ACCORDANCE TO THE NORTH CAROLINA \ \ \ N \ / , -- �� .--- "� / \ 6 x6 x6 TEE CONVELESCENT &EMENDED
PLUMBING CODE. N MAINTENANCE CARE FACILITY.
2. ALL UTILITY LOCATIONS TO BE COORDINATED WITH ` ` \ / " 10. PARKING:
\ / / ( �� -�� / \� do CI Ox ALA 1 PER EMPLOYEE = t SPACES
LOCAL UTILITY COMPANIES. \ \ ,\ / ) / / \ 1 PER FACILITY VEHICLE - 1 SPACE
3. REFER TO ARCHITECTURAL PLANS FOR EXACT I / 2" WATER .35 x 16 BEDS = 6 SPACES
LOCATIONS OF WATER SEWER, GAS, ELECTRIC, � \ � Gj / s" 3-WAY METER 11 SPACES REQUIRED
LOC \ \ \ I
TELEPHONE, & CABLE SERVICES. ,� \ \ / \c� HYDRANT go N .35 x 16 BEDS = 6 SPACES 1 ] SPACES REQUIRED CONTACT:
\ \ � \ 33 PROVIDED INCLUDES 2 !�/c RHONDA L. BUNCH
4. IF FIELD CONDITIONS VARY FROM zss \ \`�t � Pavement 2" CORPORATION STOP 2" 90' BEND GRAPHIC SCAM ��
PLAN, CONTRACTOR TO CONTACT \ \ \ \ \ CEO/PRESIDENT
ENGINEER IMMEDIATELY. /
\ \ \ XI TING ASPHA BEFORE YOU DIG I 20 o �� HOSPICE POBOX OF RANDOLPH CO., INC.
PRl ATE DRIVE Grass CALL 1-800-632-4949
\ \\ \ \\ 6" DIP WATER LINE 416 VISION DRIVE
N.C. ONE -CALL CENTER IN FEET) ASHEBORO, N.C. 27204
�\ \ \ is t n • ITS THE LAW I
I Inch = 20 it PH 336-672-9300
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