SW4080503_APPROVED PLANS_20110902

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

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MODIFICATION REVISIONS TO THE ORIGINAL
APPROVED PLANS.
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860.1
31 MAR. 2VilG:
C-4.0
GENERAL NOTES:
I. TOPOGRAPHIC AND OTHER SITE INFORMATION PROVIDED ON THIS PLAN IS FROM
INITIAL PROJECT DESIGN DOCUMENTS BY OTHERS. EXISTING CONTOUR
INFORMATION IN THE AREA OF PROPOSED RETAINING WALL IS NOT FROM A
FIELD SURVEY; HOWEVER, IT IS A GENERAL REFLECTION OF CURRENT SLOPE
CONDITIONS.
PARKING
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EXISTING FACILITY
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I BIORETENTION
_
CELL
FUTURE ADDITION
..................................................- ..................
PROPOSED MODULAR STACK BLOCK RETAINING
WALL SHALL NOT EXCEED 4 FEET IN HEIGHT.
BASE OF WALL SHALL NOT ENCROACH INTO
L
EXOSTING BIORETEN11ON CELL.
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-
ETENTI01��
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VCR
FILTER
APproved Stormwatar Permit :tocu nis
STRIP
t,onstruction m accordam-e with .:lese doc is iL
required by the stormwater permit North arotina
rules require that the st.,rmvi3:_,t -ysie dAt:ig,'Ier
Inspect during congtruc+ion. cl l'l y c .fortuity with the
plans and spet.s arxt certif•f can nce with the
stormwater rules (15A NCnC 1UOfi (j j.I
Permit #_W vis:. Date_1i1
___ ._.__
}�_ RC D.,•ision of atF
h4' r___.._ _
Revision Cate
SUPPLEMENTAL SITE RETAINING WALL
SCALE: 1" = 20'
I
Consulting Engineers
7750 Seasons Hollow Rd
Lewisville, NC 27023
[phone]
Land & Infrastructure
Development Solutions
Copyright Reserved
These documents and all data. plans. specifications and other
inforrr anon contained herein are Me sde and ezdusive property
of LPK Consulting, PA-, and may be used onty m connection
with the project for which these documents have been prepared by
LPK Gore fling, PA., and far no other purpose. Any
Unauthorized use of these documents for any purpose shall be
at the users We risk. widrout tiabBdy to LPK Consuthng, PA
AH rights ofdesign are reserved to LPK Consulting, PA.
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B0tist Health'
Title
POST
CONSTRUCTION
PLAN
Revision Date
Issued Date
R ONS do
Project No.: 11 0108
Designed By: JDL
Drawn By: JDL
Date: 08.29.11
Scale: AS NOTED
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860.19
M MAR. 2W8
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C_5.0
BIORETENTION CELL DENSITY CALCULATION
CELL AREA: 4,500 SF (0.103 AC)
REQUIRED STEMS: 400 STEMS/ACRE
400 x 0.103 AC = 41 STEMS
PROVIDED STEMS: 3 TREES X 1 = 3 STEMS
9 DAYL.ILLY x 3 — 27 STEMS
12 WINTERBERRY x 3= 36 STEMS
TOTAL= 66 STEMS
each
min.
5' clear
REVISED PLANTING PLAN (1310RETENTION CELL ONLY,
SCALE: 1" = 10'
Shrubs:
109
LPK ENGINEER'S
PROFESSIONAL SEAL
IS PROVIDED ONLY
FOR SUPPLEMENTAL
AND MODIFICATION
REVISIONS TO THE
ORIGINAL APPROVED
PLANS.
onmuta'Bu rdIl
fleNa
Burford Hotly
3 gal.
1s" ht
and
olc,, twax.
gro
Nana'
spread
shown
Nandinai domesflca
18" ht
Max. spacing
'Guifstraam'
Guftkeam Nandina
3 gal.
and
o1� grouped as
spread
shown
18" ht
Max. spacing of
Camellia Japonica
Common Camellia
3 gal.
and
01c, grouped as
PLIANT LIST, Cvn't.
PLAN SYMBOL
QUANTM
BOTANICAL -NAME
COMMGN-NAME
COND.
SIZE
COMMENTS
Plan:
-49
Hert�r�lia fulva
DaY Lily
1 gal.
24" ht
arni
Mait speekV-of244.
*grouped as
spread
shown
W. ht
Mm epaoing of 42!
ISO1.
duped as
3
Betu a Nigro
River Birch
2" cal.
GPPNW
shown
ht
w
-64-
ue
Wei- grouped as
12
Ilex Verticillato
Interberry
3 gal.
shoes
1. ALL DISTURBED AREAS ARE TO � SEEDED AND MULCHED EXCEPT FOR THOSE
AREAS NOTED TO HAVE SOD.
2. ALL TREES AND SHRUBS TO HAVE A MINIMUM AMOUW OF HARDWOOD MULCH
PER THE RESPECTIVE DETAIL, UNLESS INDICATED OTHERWISE.
'kpproved Stormwatar P+<rmit cumentz
Construction in accordance wish , # e documents i:;
required by the stormwater Perin . Ncrth Carolina
rules require that the st. rmwa .ysteni deeigtier
inspect during construc+.icn: rtify conformity with thy'
plans ana sp"", ene ce cvrnpiiance with the
!�;orr,iwaty rules, (15 CAC 2H .1t)08(j))
Permit# 5+tl'� -- Date_
b_ NC D,.•is+on of Water Qua
"ee _ -.S 4'!f Revi -r mate- 4
11
REVISED PLANT LIST {BIORETENTION CELL ONLY
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>9WAKE
FOREST LTNIVESITY BAPTIST MEDICAL CENTER
o
MOCKSVILLE
PRIM���
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WILKERSON ASSOCIATES
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MOCKSVILLE, ^ NORTH CAROLINA
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ARCHITECTS
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119 EAST EIGHTH ST. CHARLOTTE NC 28202
_
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C4p* 1 174) 7 Ll
PROJECT_ NARR_ATIVE
A. GENERAL DESCRIPTION OF PROJECT: THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW PRIMARY CARE FACILITY FOR WAKE
8' MAX FOREST UNIVERSITY BAPTIST MEDICAL CENTER. THE SITE IS LOCATED IN MOCKSViLLE, NC AND IS AT THE CORNER OF ANGELL KNOLL
STEEL POST AVE. AND YADKINVILLE RD.(HWY 601). THE SUBJECT PARCEL IS 1.50 ACRES. APPROXIMATELY 1.63 ACRES WILL BE DISTURBED' '
MIN. OF 10 GA. NOTE: THROUGH THE DURATION OF THE PROJECT, � THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE LOCAL,
MIN 12 1 /2 GA. LINE WIRES STATE AND FEDERAL REQUIREMENTS.
LINE WIRES -� 12' WIDE BY 50' LONG BY 6" THICK OQO
STONE BLANKET OF 2" TO 3" STONE o B. LENGTH OF TiME PROJECT TO BE UNDER CONSTRUCTION: 150-180 DAYS
UNDERLAIN BY GEOTEXTILE FABRIC ��j o
(MIRAFI 14ON OR APPROVED OTHER) �� 00 C. APPROXIMATE DATE PROJECT TO BEGIN: APRIL-MAY 2008
2 TOP OF CONCRETE LIP MAINTENANCE: Q� o o ° 50' MIN
---w- GENERAL NOTES. TO BE LEVEL ALONG MAINTAIN THE GRAVEL PAD IN A 0000 ° o o D. SEQUENCE OF DEVELOPMENT;
1, FENCE FABRIC SHALL BE A MINIMUM OF 32" IN ENTIRE LENGTH " CONDITION TO PREVENT MUD OR 00 o° 0 0° 00
3 LAYER OF CONSTRUCTION SITE. THIS MAY REQUIRE o 0 0 ° o FROM THE FOLLOWING AGENCIES
WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE SEDIMENT FROM LEAVING THE o 0 0 0 0 1. OBTAIN APPROVAL Of PLANS - -
STEEL POST » #57 STONE o 0 0
0 0 0 o A. CITY OF MOCKSVILLE'
WIRE FABRIC WIRES WiTH 12 STAY SPACING. FLOW PERIODIC TOPDRESSING WITH 2-INCH o ° ° o
Q/ 2. FILTER FABRIC SHALL BE MIRAFI. CANNOT BE USED o o ° o B. NCDENR
FILTER FABRIC c��.�, WHERE SILT FENCE iS TO REMAIN FOR A PERIOD OF fi" VEGETATIVE FILTER STRIP STONE. AFTER EACH RAINFALL, INSPECT °
ANY STRUCTURE USED TO TRAP SEDIMENT 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS INDICATED ON THE PLANS AT EACH ROADWAY ENTRANCE TO THE PROPERTY.
� MORE THAN 30 DAYS. (DEPTH) 6 MIN o °
ANCHOR SKIRT F■ AND CLEAN IT OUT AS NECESSARY. 0 0 0 0° ° o 0
36" 3. STEEL POSTS SHALL BE 5' IN HEIGHT AND BE OF THE \ \ Ro 1W IMMEDIATELY REMOVE ALL OBJECTIONABLE ° ° o o° 3. CLEAR do GRUB AREAS NECESSARY TO INSTALL ALL SiLT FENCE AND TEMPORARY DIVERSION DITCHES CALLED FOR ON THE
0" FILTER FAB I / SELF FASTENER ANGLE TYPE. /%\/�\ N \ MATERIALS SPILLED, WASHED. OR o o° o PLANS IN THAT ORDER,
- - _ -- GROUND LINE _ - - \\/i%�:�%\/!//�, �/ ' // \�l \/!\�%//\/% /%\/%/ TRACKED ONTO PUBLIC ROADWAYS. °o ° o ' _ -_ _- MAINTENANCE: ^
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK OUTL ,^'/`%/\\//\\//\\//\\//\\/ \\//\\ \y/\\�y/\//\\//�//\\�\�
24" $" ALL SILT FENCE SKIRT 4. AFTER INSTALLATION OF EROSION CONTROL MEASURES CALLED FOR ON THE PLANS, CONTACT NCDENR FOR INSPECTION OF
AND AFTER EACH RAINFALL. MAKE ANY REQUIRED PROTECTIOf��\y/\//\ /\//\// /\//\ /\ \ \ /\/y\ \/�\i� 2 -3 MEASURES.
MUST BE BURIED 6" REPAIRS IMMEDIATELY, SHOULD THE FABRIC OF A\%`\\�\%\\%/\\/ /i \ ♦ \`\\� ~</�/\�/��� COURSE 12 MIN
INTO THE GROUND LEVEL SPREAb /\///\// \// //\..� WIDE STRIP OF AGGREGATE
SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR LENGTH PER PLAN \\'�\� /\�j�//j�//j \\/�\'�\ FILTER FABRIC 5. AFTER APPROVAL BY NCDENR, CLEAR AND GRUB AS NECESSARY THE ENTIRE AREA TO BE GRADED AS INDICATED ON THE PLANS.
BECOME INEFFECTIVE. REPLACE IT PROMPTLY. REMOVE
SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE 6. BEGIN GRADING PROPOSED PARKING AND BUILDING AREA. CREATE AND MAINTAIN DIVERSION DITCHES AS GRADING PROGRESSES.
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND 3000 PSI INSTALL GRAVEL CHECK DAMS WHERE SHOWN ON THE PLANS AS PART OF STABILIZATION MEASURES.
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO CONCRETE
AVOID UNDERMINING THE FENCE DURING CLEANOUT. 7. DURING INITIAL GRADING, TEMPORARY DIVERSION DITCHES ARE TO BE IN PLACE AT THE END OF EACH WORKING DAY AND BEFORE
REMOVE ALL FENCING MATERIALS AND UNSTABLE ANY EXTENDED LEAVE FROM CONSTRUCTION.
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE 8. SLOPES LEFT EXPOSED SHALL BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT
AREA HAS BEEN PROPERLY STABILIZED. TO RESTRAIN EROSION WITHIN FIFTEEN(15) WORKING DAYS OR TWENTY-ONE(21) CALENDAR DAYS, WHICHEVER IS SHORTER, AFTER
THE COMPLETION OF ANY PHASE OF GRADING.
9. UPON COMPLETION OF CONSTRUCTION OR DEVELOPEMi~NT, GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE IN PLACE
n WITHIN FIFTEEN(15) WORKING DAYS OR NINETY(90) CALENDAR DAYS(WHICHEVER IS SHORTER). PERMANENT GROUND COVER SHALL
G LEVEL SPREADER,&ALSO BE PLANTED UPON COMPLETION OF THE PROJECT.
ri_"IIIIIIIIIIIIIIII`�TEMPORARY SILT FENCE r3�IIIIIIIIIIIIIIIII"`IIIIIITEMPORARY GRAVEL 10. MAINTENANCE: CHECK SEDIMENT TRAPS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN 70
pp CONSTRUCTION ENTRANCE ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAYS,
C-O. li;•-$. AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PiPiNG AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL ASH AND OTHER DEBRIS FROM THE RISER OR FILTER AND POOL AREA.
SCALE: NONE ' TR�,
11. UPON STABILIZATION OF SITE AND APPROVAL BY NCDENR, REMOVE ALL TEMPORARY MEASURES.
FLOW --- W 01' MIN.) INLET ZONE: 35% OF
TRAP SURFACE AREA
TOP OF BERM FIRST CHAMBER: 259E OF
j5 MIN�J 1 FREEBOARD (MIN) !y TRAP SURFACE $RCH NDAMBER: 25% OF
I I ,
PROJECT NARRATIVE
TRAP SURFACE AREA r4
DESIGN HIGH WATER 1.5' (MIN) OUTLET ZONE: 15% OF
SPILLWAY CREST 6" MAX. f TRAP SURFACE AREA
SEDIMENT STORAGE j \ 1 CONSTRUCTION SPECIFICATIONS: C7
MAXIMUM LEVEL OF SEDIMENT
(CLEAN BASIN OUT WHEN \ / 1. SUPPORTING STEEL POSTS ARE TO BE 4'
THIS LEVEL REACHED) CLEAN OUT STAKE 12" #5 WASHED STONE ~-� .2 5' MAX F W APART(MAx.) AND DRIVEN TO A DEPTH OF 24".
H 2 \ \ 2, THE TOP OF THE FABRIC SHALL BE 5" HIGHER THAN THE
1 r \ SPILLWAY
THAN F THE TOP OFBERM. UTHE ASIS TO BE r CONTINUOUS LOWER
PIECE OF FABRIC ACROSS THE TRAP/BASIN. GENERAL NOTES
\ 3. FOR BASIN/TRAPS LESS THAN 20' LONG,
2 BAFFLES MAY BE USED. FILL SLOPE
� 1.5' MIN. 1!!�11 In-J !m� IP RAP / INSPECT BAFFLES AT LEAST ONCE PER WEEK AND OUTLET PiPE 1, La - LENGTH OF RIPRAP APRON
-71 1- - REPLACE ANY DAMAGED OR INEFFECTIVE BAFFLES.
^ °$ O% SLOPE
LTER FABRIC 5. BAFFLES TO BE UTILIZED 1N ALL TRAPS AND BASINS. a°
°° 2. IN AWELL--DEFINED CHANNEL
. o� o D EXTEND THE APRON UP THE
•R
CHANNEL BANKS TO AN ELEVATION
�EQIIQN TOUGH BASIN AND FILTET
' '-4" N0. 57 STONE OF 8" ABOVE THE MAX. TAILWATER
2' o P OR GEOTEXTILE DEPTH OR THE TOP OF THE BANK
MATERIAL USED FOR BAFFLES ER L FILTER FABRIC WHICHEVER IS LESS, CARRY RIP RAP UP L (4 MIN.) CLASS 1 OR 2 5 MIN -
SIDES OF SPILLWAY RiP RAP TO BE 700 g/m2 COIR EROSION
BLANKET OR COIR MESH ° vr�ET 3. A FILTER BLANKET OR FABRIC
^�� �° SHOULD BE INSTALLED BETWEEN
T SEE BASIN SECTION ABOVE �_ r_ ._,
_ p' i /rC J.- °° , s�°� ° °� $ THE RIPRAP AND SOIL FOUNDATION,
"TTM1M1 - 1-mfl.�fi-- - "� f ' I �x 3Do W - 4. Do -• PIPE DIAMETER -
DTI- / 1 :
SILT FENCE NATURAL GRADE W
#5 WASHED STONE F1QY�a. 3' x� .4.
H - it \ fi TEMPORARY POROUS
RIP RAP APRON THROUGH
_ -I _ I �4igr - { TO END OF DISTURBED AREA ' BAFFLES
i
� -- = . Ti ---[�. FILTER FABRIC x H � IP RAP
-
1.5 MIN.----_r�- ����-�n�1Lr���-��r--- NOTE: LAYER OF FILTER FABRIC
X (3' MIN.) 1 ? MINIMUM H=2/3 PIPE DIAMETER
FILTER FABRIC
I 1 ° oU MAINTENANCE; 1.5 MIN.
x
ELEVATION OF BERM AND FILTER �X „� SILT FENCE
1. INSPECT DAMS AT LEAST ONCE WEEKLY 1 I rn
AFTER SiGNiFiCANT(�" OR GREATER) I�
RAINFALL EVENTS AND REPAIR IMMEDIATELY. - 7 -
f 1 CAAI (+!!T CCr1l►ICAIT CT0A41! lilac AD
FES
D (IN}
RIP RAP
CLASS
W (FT)
L (FT)
H (IN)AND
1
18
A
13.5
12
12
2
-- - .. _ - -
OTHER DEBRIS THAT COULD CLOG THE F=rr=p
-ilf--
CHANNEL WHEN NEEDED.�Ii=1I�=-�----I�=�= •�_
MAINTENANCE: IT
MAINTENANCE:
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR
» PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY 2, ANTICIPATE SUBMERGENCE AND DEPOSITIONAND AFTER EACH Imm_ Q
EVENT AND REPAIR I IMMEDIATELY. OR GREASED)MNT,FA L TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE ABOVE THE CHECK DAM AND EROSION FILTER CLOTH =T -III-_ - --�--� IT• 1 U OUTLET PROTECTION
FROM HIGH FLOWS AROUND THE EDGES rtT III-11-I11-T�I
RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY
OF THE DAM. CORRECT ALL DAMAGE
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE SETTLEMENT OF EMBANKMENT TO SLIGHTLY ABOVE DESIGN =1 f-ITl=��7=i r=1 i 1= SCALE: NONE
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST IMMEDIATELY. IF SIGNIFICANT EROSION
IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND BE REPLACED IMMEDIATELY. OCCURS BETWEEN DAMS, ADDITIONAL
REPLACE THE PART OF THE GRAVEL FACING THAT IS MEASURES CAN BE TAKEN SUCH AS,
INSTALLING A PROTECTIVE RIP RAP LINER �-- 2.0'
IMPAIRED BY SEDIMENT. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN IN THAT PORTION OF THE CHANNEL. 6' MIN
PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND FiLL SLOPE
ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND 3. REMOVE SEDIMENT ACCUMULATED BEHIND /� 1
WITH THE ADJOINING AREAS, AND STABILZE PROPERLY, THE DAMS AS NEEDED TO PREVENT
DAMAGE CHANNEL VEGETATION, ALLOW SLOPE COMPACTED BERM
• THE CHANNEL TO DRAIN THROUGH THE 2' MIN
DATA BLOCK
TRAP #
DISTURBED
AREA {AC.)
STORAGE
REQUIRED
STORAGE
PROVIDED
SURFACE AREA
REQUIRED
SURFACE AREA
PROVIDED
TRAP DIMENSIONS
TOP OF BERM
STORAGE
DE TT}T-I)'Z'
H (FT)
L (FT)
X (FT)
T (FT)
W (FT)
BOTTOM
TOP
IN (FT)
ELEV. {FT}
1
1.39
5.004
12,172
2,301
3,787
38'x75'
58'x94'
5
836.70
1.75
3.5
10
7.5
1 1.5
11
STONE CHECK DAM, AND PREVENT LARGE
1.5' MIN NATURAL GROUND
FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS 1" GRAVEL
NEEDED TO MAINTAIN DESIGN HEIGHT AND _J
(6" THICK)
CROSS SECTION.
1' MIN
12" RIPRAP STONE
STONE BERM
�"" 2.5 MAINTENANCE:
INSPECT' TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
1 I L STONE BERM EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
7 TEMPORARY A 1B 9 THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
5 Y DIM TRAP TEMPORARY DIVERSION D ITCH CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS.
TEMPORARY P O RAR SEDIMENT ENT CHECK DAM L THE DISTANCE SUCH THAT POINTS A STABILIZED, REMOVE THE RIDGE EN THE AREA EAND THE CHANCTED IS NEL TO
NENTLY
��8. C 8. ,
C -8. AND B ARE OF EQUAL ELEVATION BLEND WiTH THE NATURAL GROUND LEVEL AND
SCALE: NONE (200' MAXIMUM) SCALE: NONE APPROPRIATELY STABILIZE IT.
REVEGETATION PLAN
GENERAL: SEED AND MULCH ALL DISTURB AREAS NOT COVERED BY PAVEMENT'S. SEED " CAPPED CLEANOUT PIPE
AND MULCH EACH AREA AS IT iS BROUGHT TO FINAL GRADE. S GRAVEL
Table 6.10b Seeding mixture YARD INLET; SEE DTL
A. IF CONSTRUCTION TECHNIQUES AND TiMiNG REQUIRES TEMPORARY SEEDING Temporary Seeding Species Rate (lb/acre) 3-5 GRASS 6A ON SHEET C-6.0
FOLLOW THE RECOMMENDATIONS LISTED BELOW. Recommendations for Rye(Groln) 40
Fall 2-4" MULCH
Seeding dates � 1
Table 6.10a Seeding mixture Mountains - Aug. 15 - Dec. 15 MOTES; 4
Temporary Seeding Species Rate (lb/acre) Piedmont & Coastal Plain - Aug. 15 - Dec. 30 SEE APPROVED TREE `, 1, REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
Recommendations for Late Rye (grain) 120 PRESERVATION PLAN FOR \ \ \
Soil amendments '+ " 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. „ • '
Winter and Earty Spring Annual lespedeza (Kobe in REQUIRED RADIUS-'\/9 PONDiNG ' '' f \\\ \\\ \\\
Piedmont and Coastal Plain, Follow recommendations of soil teats or apply 2,000 Ib/acre ground 3. REFER TD CiTY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
agricultural limestone and 1000 Ib/acre 10-10-10 fertilizer. OF TREE BARRIER REGARDING TREE PROTECTION. FOR GENERAL SPECIFICATION j\\//\\
Korean In Mountains 50 `/ / /
\ \ \ \ \ Omit annual lespedeza when duration of temporary cover is not to Mulch i r , / ` f \ \ \
extend beyond June.
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt. ` \\ \\ \\ \\ / IL
/
� ,netting, or a mulch anchoring tool. A disk with blades sat nearly vL . � ,�
Seeding dates straight can be used as a mulch anchoring tool, t, / \ \
Mountains - Above 2500 ft: Feb. 15 - May 15 g g �- - v ' \\ \\ \\ \\ (
Y Maintenance / F�L.L 'SC1L 'ME1�E�4
_ /
Below Feb.1 May 1 - 2500 ft' Repair n r f lliz damaged areas Immediately. To roes with
Y spa and e ert a da g ed y pd \��\ " MIX: 85�-.88% SAND � \ `\\\ \N \ Piedmont - Jan. 1 - may 1 50 Ibe/acre of nitrogen In March. If It Is necessary to extend '+ , \ \ \ \ / / /
Coast Plain - Dec. 1 -Apr. 15 temporary cover beyond June 15, overoead with 50 lb/acre /\/\/\/\/ '1 .8-- 2�� FINE5.
Soil amendments Kobe(Piedmont and Coastal Plain) or Koreon(Mountoins) lespedeza �\//\ o� p I�t Y�++•a/f
in late February or early March r �'; \ \ \ \J /o O 61 �iA[ �1 i+ ~.� /\\/\/
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer. I / ,� \ \\/\
Mulch B. SPECIFICATIONS FOR PERMANENT SEEDING AND MULCHING: USE THE FOLLOWING �\ \\ \\ \\ t`' �•, I /\/\
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt. RECOMMENDATIONS: y;'� / N�\X\���/ /
FILTE ;
Table 6.11n Seeding mixture 4" WASHED STONE
Seeding No. 4P for. Gentle Species Rats {Ib/acre) PAN VIEW OF ROOT ZON
Maintenance �T
/ \� / /
Refertilize If growth is not fully adequate. Reseed, refertilize and Slopes, Soils Somewhat Blend of 50% KY-31 tall fescue \/ \/ \//\/\ OUTLET PIPE
mulch immediately following erosion or other damage. Wormer or Drier than 3P, or and 50% mixture of two or more /\\�\\//\\ $» #57 STONE
with Physical Limitations; turf -type gall fescues 200-250 �r
High Maintenance
or
g ONE FOOT FOR EACH //\/Ij/�//�/%�//\/� / / 4 r, • .' :: �' ,/ �/ �/ //\�
Table 6.10b Seedingmixture p INCH OF TRUNK DIAMETER / \ \" / \/ \! \/ / \ \ \ \ \ \ ;,'x ,a•;•'."';'� -:4r '�,. :•• '�' \ \ \ \
Blend of three or more turf -type \ \ \ \ \ \`¢� ,' ,• ,:.. ,
Temporary Seeding Species Rate (lb/acre) toll fescues 200-250 OR 1/2 HEIGHT OF TREE //""--""��" \ "y �',�•����'' '• t1",:`;" \\ \\ \� Iw `bi ErulAr >it PermitDoCulll@nt8
»•., ruli In acc0 ace with these documents Is
Recommendations for German millet 40 FOR PRUNING SEE WHICHEVER 15 GREATER / // \ // / / \
Summer Seeding dotes NATIONAL ARBORIST a' MINIMUM WIDTH the t11Q +yveter permit. North Carolina
In the Piedmont and Mountains, a small -stemmed Sudangross may Best Possible ASSOCIATION SPECS. 11�4 +lrtjli e BARK MULCH, PLACE HARK 0 �r1t th stormwater system designer
be substituted at a rate of 50 lb/acre Fall. Aug. 25 - Sept 15 Aug. 20 - Oct, 25 I rinp pan rtrption; Certify conformity with the
;:,:.:, ., MULCH AT AREAS NOT
Winker Feb. 1 -Mar. 3 t � ' � '� •� � s �••>�� seeps no asrtlfy compliance with the :
Seedingdates DEAD TREES AND SCRUB OR UNDER ' 7 `'' " PROTECTED BY BARRIER,
'� ,.� ���' :� s<} a ar rule : (15A NCAC 2H .1008 (J ))
Mountains - May 15 - Aug. 15 For quality turf avoid spring seeding. Where grading is completed r GROWTH SHALL BE CUT FLUSH WITH • �• e :V Permit W4D805p Data i��fQ,�_
Piedmont - may 1 - Aug.5 L ADJACENT GRADE. NO GRUBBING ' .;
Y g• during late winter or spring, an alternative is o seed 3p lb/acre acre Kobe TREE uMg -
Coast Plain - Apr. 15 - Aug. 15 lee edezo, keep mowed, prepare seedbed and seed permanent REMOVAL ALLOWED UNDER DRIP LINE. by
mixture between Aug. 25 and Sept. 15. S (� �. D NDivision uRev sn Date ate Quality $
Sall amendments 2"x4' STANDARDS + 1'x4' RAILS >�
Follow recommendations of evil testa or apply 2,000 lb/acre ground Sol) amendments OR ORANGE SAFETY FENCING n
agricultural limestone and 750 Ib/ocre 10-10-10 fertilizer. Apply time and fertilizer according to soil tests, or apply 4,000 lb/acre MAY BE USED. -I IZ• III- _�- i-i
ground agricultural limestone and 1000 lb/ocre 10-10-10 fertilizer. L `-I "- I I-� I I. � I=I I: ROBINSON
Ej _MuICh - 2 BIORETENTION CELL JVV`"►
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt. Mulch
Apply 4,000 lb/acre straw, Anchor straw by tacking with asphalt. 0 SAWYER,
ING1110
Maintenance
mulch
if growth is not following
adequate. Raseed,grefertilize and Maintenance g apply
/ g CONSULTING ENGINEERS & LAND SURVEYOR
mulch immediate) followin erosion or other damage. Fertilize according to soil test or a I 40 Ib acre nitrogen in Jan, or
Fob., il 40 lb in e Sept. and 40 lb in Nov., from a during , 16-4-8, or 1 1 TREE PROTECTION
similar turf fertilizer. Avoid fertilizer applications during warm 707 EAST SECOND AVENUE ^� GASTONIA, NC
1 0 weather, as this increases stand losses to disease, Reseed, fertilize,
and mulch damaged areas immediately. Mow to a height of 2.5 - 3.5 PHONE: [phone] FAX: (7Q4)864-2276
R EVEG ETATI 0 N PLAN Inches as needed. 1(� J8. EST. 1962 WWW.ROBINSON-SAWYER.COM
�+ pp PROJ# 08002.30
C)
SCALE: NONE
00
This document cannot be reproduced,
copied, or used without wntten
authority from Wilkefson Associates Inc.
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REV1 - NCDENR COMMENTS
13/113/08 (RI!P #2)
1
JOB NO.
869.19
DATE
31 MAR. 2008
SEAL
13037 �1 r
SHEET
;
CMM,8,0:i.'
OF
..
,

n�-S 3 8.49 7
.._..... 840.8
841.08 C 1. o , - 84� 47 � 84 841 7� �
d a. • • �_ —�— '► • r Y • .i , a •. • • + • /p r • r r d * . • r �' r •. i r - + r 64 '4 0a I
A AS
31
O�
EO + 0
3 SEEDED
� 3 SPACES
SEEDED
�- 'r---------------- ----� -�- - - ---- _----_-�-------.--_ __- _____�--------__
Iq—•---'-----------_----•---------- -'-•-- ----- —_-- ---..- —�
L EDED a ri05 SPA ESSHRUB PLANTING
TR E PLANTING TYP.} C-6.0 (TYP.)
EL
{ 0 (FO SINGLE AND MULTI —STEM TREES)
f 1 t I I I I I
j
L SEEDED
I,
„ t
L _ ■ ,• SEEDED
SEEDED
SEEDED
L — I L� , _ L_ � _ _ SEEDED
L-t L
�[_ _-�1�[ S 65 20 21 W Li
l-_ L
I - 1 ?nn 90
LLJ
II `_
L o Ln
Oj
+ 3 a a f 4 + « + L4.
4L/J} + }�F �4 1 I ♦ V
+ + t + r+ 14 « 1 + +r } } �-
} ' N + Js + r + « + rL ♦ + « l
+ « } + + I► 4_4 « + +
} + + «Li r +
'+ `+«1►�+ +«+� + .+fie.' `!+' ++��+
S 60.14136
32,18
VEGETATIVE FILTER
LL
M
CD
00
PLANT LIST
PLAN SYMBOL
QUANTITY
BOTANICAL -NAME
COMMON -NAME
COND.
SIZE
COMMENTS
Trees:
�; �,
1.5"
single stem
d`r�f
6
Cornus Florida
Flowering Dogwood
B&B
cal.,
specimen. 5 clear
�'
5-6' ht.
trunk
5
Fraxinus Americana
Autumn Applause
"Autumn Applause"
White Ash
B&B
2" cal.,
8-10'
single stem
specimen. 5' clear
ht.
trunk
1.5"
single stem
11
Cornus Kousa
Kousa Dogwood
B&B
cal.,
specimen. 5' clear
5-6' ht.
trunk
22
Lagerstroemia indica
'Natchez'
Natchez Crape
Myrtle
B&B
1.5"
cal.,
8-10'
3- 5 stems, each
stem 1" cal. min.
ht.
O
4
Acer Rubrum
Red Maple
B&B
2 cal.,
8-10'
single stem 5' clear
trunk
ht.
3
Acer buergerianum
'ABTIR'
Street Wise Trident
Maple
B&B
2" 2" cal.,
8-10
single stem 5' clear
trunk
2" cal.,
+
4
Sweetbay Magnolia
Magnolia Virginiana
B&B
8-10'
single stem
ht.
I
PLANT LIST, Cont.
PLAN SYMBOL
QUANTITY
BOTANICAL -NAME
COMMON -NAME
COND.
SIZE
COMMENTS
Shrubs:
18" ht
Max, spacing of 24"
40
109
ilex cornuta 'Burfordii
Burford Holly
3 gal.
and
o/c, grouped as
Nana'
spread
shown
Nandina domestics
18" ht
Max. spacing of 24"
0
96
Gulfstream'
Guifstream Nandina
3 gal,
and
o/c, grouped as
spread
shown
18" ht
Max. spacing of 24"
Q
51
Camellia Japonica
Common Camellia
3 gal.
and
o/c, grouped as
s read
sh n
PLANT LIST, Con't.
PLAN SYMBOL
QUANTITY
BOTANICAL -NAME
COMMON -NAME
COND.
SIZE
COMMENTS
Plants:
24" ht
Max. spacing of 24"
48
Hemerocallia fulva
Day Lily Q
1 gal.
and
o/c, grouped as
spread
shown
Geranium
12" ht
Max. spacing of 12"
p
64
Sanguinem
Geranium
1 gal.
and
olc, grouped as
spread
shown
12" ht
Max, spacing of 12"
S
64
Acorus Calamus
Sweet Flag
1 gal.
and
o/c, grouped as
spread
shown
2L
i
LEGEND(EXISTING�
-- ROAD RIGHT-OF-WAY LINE
- - ADJACENT PROPERTY LINES
STORM SEW1R LINE
0 TREE LINE
1. ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED EXCEPT FOR THOSE. v---- v-----• WATER LINE
AREAS NOTED TO HAVE SOD. ---' s s SANITARY SEWER
2. ALL TREES AND SHRUBS TO HAVE A MINIMUM AMOUNT OF HARDWOOD MULCHa OVERHEAD ELECTRIC
PER THE RESPECTIVE DETAIL, UNLESS INDICATED OTHERWISE. —re Fu —n — FIBER OPTIC
LEGE(PR,OPOS ) 10
V WATER LINE
S SANITARY SEWER SERVICE LINE
Y SOD
W W Y
� Y i
WET MEADOW MIX
3" HARDWOOD MULCH
Y.
SEEDED
Y
ri
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ovRd sterrinwatsr R*MIt �laot,mentO
onstruction In aocordanos with theca dWUn1Q"gt Me
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (}) )
Permit # Aj), j050,S Data f �
by-214,A _ NC Division of Water Qualify
Sheet # Revision Date DL
GRAPHIC SCALE
0 5 10 20
,0
( W FEET )
I inch - 10 it
ROBINSON &
R
SAWYER, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
707 EAST SECOND AVENUE - GASTONIA', NC
PHONE: [phone] N FAX: [phone]
EST. 1962 WWW,ROBINSON—SAWYER.COM
PROJ# 08002.30
This document cannot be reproduced,
copied, or used without written
authority from Wilkerson Associates Inc
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REVI - NCDENR C01ME T8
Q6/15/08 (RFF #2)
JOB NO.
860019..
DATE
31, MAR. 2008
St
_ SEAL
1303,7 r
.� �NGffaf��� •�''
w
SHEET
C-5
OF
10

I
BENCHMARK I I{ ) I ! I
TOP NUT OF FIRE HYDRANT R
ELEVATION-848.32'
WL --
i ! I
I
II
I � r
I! I
11
�I I
a I 1
60' XISTING R/W -
I IR/vV qcp� I
STATE EMPLOYEE CREDIT
UNION D.B. 710, PG. 591 'I I I TO ti9A.NH4.4
III 7GF= 8a4.42
PL.BK. 9, PG. 118 I ii iK I B37 INV OUT=83618
ul
II I I I
II I
II ii
II Y a
II I I I a
1 II I
II I I I z
II I
II ' II li I
(1�
3 TEMPORARY GRAVEL_ -
I -. CON T U TI ENTRAN E COUNTRY NEII
S.R. 1461
P PIP
_ P
„�! f n I of oe/-
^_838.97 �839.33 839.66 84D.62 -�` 841.24 �---_�-rr PP yJj
838.1 0 838.57 -- i / - 841.66 STOP
837.05 837.61 _ ---- ------Ij
----- -_ 840.85 ~��Ba.R ---- ----------------------------------------- =---------
Cr
----- ----- - �- - r , 841 0 841 40 a
- - ---- --- - - ---------
I �� t CLEARING LIMITS , w
LIJ
ANGELL 1 KNOLL T - - - - - - j1 _ _ - - - (ALONG . EDGE OF - - - _ _ �--
-\ PAVEMENT) g 1-- A - A A A A -A - A -A A A A A A -- A -- A
AVENUE �--�.- --- --
\ _ ■ I-------------------S 71'41' 4' E%
_ --------
�- 1
si i Erlr ■ a ■ rr `- ----_ ------ _-------- - --------------------------- =--_-----------_ - _ ■ \ 7.80 _ _ _- ---
837.OS�- _�g 7.61 Wm"�ou■ r�1�� tr !rr>r■����-,f� sir�1r-tali �ewr�r, rrr �-trrrw�r r trr� __-___-__--= .� 4-------_ --- ----------------� - - -`-- --------____--- -- ` / F 1 ------------__--------- --
14674
" ortor-olit
- _ 8p8 n r ` �C,+8.19 7 . ice. �'+iLr.-rre. �� ■pa ■ i ■ :
,,..,.. 339.6b 8 (].6z 4 ,�
70
IRON _ 8 0.8 ,r.. _ €341.24 841.47 841. , ' ;/ TC�F'
_+... wi.r. .r _♦ '• . .. S hf 0E-._--0E--'---Of._-pf---------
1 r A31 4 •' • .. -6E
..- -- - IV OY# � •• y: . �+ �- - � � i_ r 9 .- - - • � J- �• +• i / � I / BA� / , 0E--" ,"T
*10 Am
S 25 2822 E PLACED IRON --__----841 - - - - -
I
4.00 11 ICON (TIE) ill 1 ``D\ 43 - - - - - - PP
}
} TEMPORARY CHECK^ 1 1\ ' 3 SP - `�• I I
C 8. - - - - - u�� - ---- -
\ S >r l
} CLEARING LIMITS. I \ 83
} (TYP.y I I a ,
aj
- 1 1 s (W
I
D.B. 686, PG. 631 ANGEL CLEARING LIMITS (TYP.)
REVOCABLE LIVING TRUST
(ALONG BACK OF CURB)
1 yy
C
I
I
S AC ' u
/ s I
is 840
C� _4 Tro t �j r
1 t l '' - rTl I 6 C'
11 I I I
! 1 i 810RETEIpITION I i Co i i 4 R/w N
TEMPORARY SILJ FENCE �`17 � FORE Y ' ' _g n I -� 1
i I 1
1 C-8.0 (TYP.) I 3 ��L , , s-_ I �I II I I'
�� t ff I I I
w
SEDIMENT TRAP TO �' _ 7,4 7�,� - _ cu�B a� curT�R
__ iIII _ k I
\ REMAIN IN PLACE /�'' =- - �_ -�,_ , - -- - _ _ : • . -� _ _ I III
1 UNTIL APPROVAL IS _ _-
GIVEN BY NCDENR -I ,,-I� I _ _ - _ -
+Yi ~
5 \ 416i1 i � i I I ``� �I I ' i •� I Ili ' -838- l` ' II M--1
TEMPORARY` SEDIMENT TRAP I�` �r , PUTU-1 ADDITION
C-8.0 TRAP BOTTOM: 831. 6, %� I ��
SPILLWAY: 835.20 /� \ A.1
6.70 ( "`; i "`-- `�,,�38_ANGELL LIMITED PARTNERSHIP tiI i i 75_ ` `, \ I - li
D.B. 192 PG. 765� -- - 4-------- --- �\ L - - 8I In _. _ _ _ _ �'
ZONED H I i i I -_ - t �36--•....J - ' t= • I * I
t t t -___ - -- - 1 - U
- - - _ --- - --__ I 1 RETENTION FO T 1
BIORETENTION AREA AND YARD INLET TO _ __ - - -- "-- -..__ f_-___ ��° � Ii II
�E INSTALLED AFTER SITE IS STABILIZED Q -- --e' I ""` �' ` '+-"'- _ _ -- ✓ I ,i 1
SAND SEDIMENT TRAP IS NO LONGER 83s~ - - _ - " _ - - -` ' - • 1 '� E
NEEDED._ LEAN OUT SEDIMENT AND ___----"'�"-"--�-"---�"�`--'�"�_"`��wr'
83 836 I'II ;i I I
V _.Ir I ^` __ w- _.
-REQUIRE 835:h r�N Yfill,
3
CLEARING LIMITS ¢ I°r. IR �"_ _ - -- - -- -- --s5'86�1� g °
�
(TYP.) _ _ _ - _ -_ TON IS I I I
_ 8 OUTLET PROTECTION I 1 ! J _ _ _ - _ - - _ - Y / I I
FES
# 834_ _ `••'• : • ._:;... ! r :-� - - - - -- - �� TEMPORARY 9 00
:: •. •:::.•... ` s f-11 r r ��� i I SION DI C-8.0 M
LEVEL SP-READE"D_ afEGETATIVE .: •:.•.:., :,;,;;: , I 1 I + t 6"etirn �, ,,t
VIUIIV1 1 T IVII/A '
NOT TO SCALE
S ITE DATA
TOTAL ACREAGE: 1.50 ACRES
DENUDED AREA: 1.63 ACRES
(INCLUDES 0.13 ACRES IN STREET RIGHT
OF WAY FOR SIDEWALK CONSTRUCTION)
EROSION CONTROL NOTES
P
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
OBTAIN APPROVAL FROM NCDENR FOR OFFSITE Q
BORROW AREA IF IT BECOMES NECESSARY.
OSEE SHEET C.80 FOR EROSION CONTROL DETAILS
NARRATIVE, AND CONSTRUCTION SEQUENCE. SEE SHEETS
C-3.0 FOR CONTINUATION OF GRADING & DRAINAGE.
O3 BOUNDARY AND TOPOGRAPHICAL INFORMATION TAKEN
FROM MAP BY TUTTEROW SURVEYING COMPANY
DATED 1 /22/08, FILE 1 108-3
O4 CONTRACTOR TO CONTACT NCDENR AT LEAST 48
HOURS PRIOR TO COMMENCEMENT OF THE
LAND -DISTURBING ACTIVITY.
O REMOVE ALL CLEARING WASTE FROM THE SITE
AND DISPOSE OF THESE MATERIALS LEGALLY.
O6 THE CONTRACTOR SHALL MAKE EVERY EFFORT
TO CONFINE DISTURBED AREAS TO A MINIMUM.
ALL AREAS DISTURBED BY THE CONTRACTOR
DURING CONSTRUCTION SHALL BE SEEDED.
OCLEARING LIMITS SHALL BE AS SHOWN ON
THIS PLAN. TYPICALLY ALONG PROPERTY
BOUNDARY OWNER WILL PROVIDE STAKEOUT OF
LIMITS.
SO IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO PROVIDE ON -SITE SAFETY
MEASURES, INCLUDING BUT NOT LIMITED TO:
CHAIN LINK FENCE ENCLOSURE OF SEDIMENT
BASINS AND/OR SITE ACCESS CONTROL.
O CONTRACTOR TO CONTACT DAVIE COUNTY
NATURAL RESOURCES DEPARTMENT AT LEAST
48 HOURS PRIOR TO COMMENCEMENT OF THE
LAND DISTURBING ACTIVITY.
10 SLOPES LEFT EXPOSED SHALL BE PLANTED
OR OTHERWISE PROVIDED WITH GROUND
COVER, DEVICES OR STRUCTURES SUFFICIENT
TO RESTRAIN EROSION WITHIN FIFTEEN(15)
WORKING DAYS OR TWENTY-ONE(21)
CALENDAR DAYS, WHICHEVER IS SHORTER,
AFTER THE COMPLETION OF ANY PHASE OF
GRADING.
11 UPON COMPLETION OF CONSTRUCTION,
GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE IN PLACE WITHIN
FIFTEEN(15) CALENDAR DAYS. PERMANENT
GROUND COVER SHALL ALSO BE PLANTED
UPON COMPLETION OF THE PROJECT.
12 MAINTENANCE: CHECK SEDIMENT TRAPS/BASINS
AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE
SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE --HALF THE DESIGN DEPTH.
CHECK THE EMBANKMENT, SPILLWAYS, AND
OUTLET FOR EROSION DAMAGE, AND INSPECT
THE EMBANKMENT FOR PIPING AND SETTLEMENT.
MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM
I P
13 FLOOD HAZARD OVERLAY DISTRICT: THIS
PROPERTY HAS BEEN DETERMINED TO LIE OUTSIDE
OF A SPECIAL FLOOD HAZARD AREA. THIS
PROPERTY IS SHOWN TO BE IN AREAS DESIGNATED
NON -SHADED ZONE "X". SEE FEMA COMMUNITY
PANEL 370309, DATE JULY 11, 1975
LEGEND(EX15MIG)
ROAD RIGHT -OF --WAY LINE
- - ADJACENT PROPERTY LINES
STORM SEWER LINE
TREE LINE
-----a3a--- --- CONTOUR LINE - MAJOR
- - - - 827- -- - - CONTOUR LINE - MINOR
--- v --- v v-•--••• WATER LINE
s s SANITARY SEWER
-« � w__ OVERHEAD ELECTRIC
-Fa - ro - r'o -- FIBER OPTIC
FILTER TO BE INSTALLED AFTER SITE I� � 33 - - -- ; • �:• `:::';'• .•':.:• � j � 1 �N
.:`4 ._ j f � TREE PROTECTION 11 ZONING NOTES P
STABILIZED AND SEDIMENT TRAP IS NO • :��� • '*� �`� _ r !m g _n? C--8.0
LO R _NEEDED.L. 4.60 _ ' • • - - _- - / r I TEMPORARY POROUS o� i C )
-- �. ~ - _ si�µ3 _ I BAFFLES (TYP.) C--8.0 a
� CLEARING LI M ITS (T'YP.)
TEMPORARY SILT FENCE 1
a /
82
_822 (TYP.) C-8.0
8„beech
-828fr=
VODDLE INC.
D.B. 146, PG. 197
_826-
_ .- -825-- - / VANCE C. RIDDLE, ET AL D.B.
466, PG. 714
- 824--"
---821------
SS MANHOLE
TOP- 835.54
NV. IN- 827.58
NV. OUTS 825.68
N
r
ZONED: HC
18" CURB & GUTTER
TOTAL ACREAGE: 1.500 AC
1' CONTOUR
EXISTING LAND USE: VACANT
5' CONTOUR
PROPOSED USE: PRIMARY CARE
FACILITY (BUSINESS) .
SINGLE CATCH BASIN
PARCEL PIN: 5729806809
SETBACKS:
i ,
DOUBLE CATCH BASIN
FRONT: 20' MIN., 45' MAX.
SPOTGRADE
SIDE:10' MIN., 125' MAX.
x850.15
__,"__„_,_,_•_
DENUDED LIMITS/
REAR: 30' MIN.
CLEARING LIMITS
- ----F --�--
DIVERSION DITCH
A tormweter Pormn Doeuments 0
SILT FENCE
Cr action in occordance with these documents is
r by the stormwater permit. North Carotin
TREE PROTECTION
ru ulre that the stormwater system designer
In during construction; certify conformity with the
ED
OUTLET PROTECTION
• and specs; and certify compliance with the
so water rules. (15AnNCCAA,C�2H .1008(j)) �Wat�qrualfty
ermit#_,•,5 4000 D5 3 __Date�
CHECK DAM
by NC Division of
Sheet # 6`1 -4. a _Revision Date_94*4
SEDIMENT TRAP
DRAINAGE AREA
GRAPHIC SCALE
20 0 10 go 40
( IN FEET )
I inch - 20 &
eo
ROBINSON &
SAWYER, INC.
CONSULTING ENGINEERS do LAND SURVEYORS
707 EAST SECOND AVENUE - GASTONIA, NC
PHONE; [phone] N FAX: [phone]
EST. 1962 WWW.ROBINSON-SAWYER.COM
PROJ# 08002.30
This document cannot be reproduced,
copied. or used without written
authority from Wilkerson Associates Inc.
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REVI - NCDENR CON311EP1'Jr8
Q6/15/08
1
(RFP #2)
JOB NO.
860,19
DATE.
31
MAR. 2008SSJI
f SEAL
jt 13037 ,
ems•
IttIN�
SHEET
C-4,0...
OF

LL
0
en
00
NOTE: I al
I I
PROPOSED WATER METER AND
BACKFLOW PREVENTER TO BE
INSTALLED BY CONTRACTOR PER THE
- CITY OF MOCKSVILLE REQUIREMENTS
WATER METER BY SITE UTILITY CONTRACTOR.
METER SETTER AND BOX BY UTILITY I I
CONTRACTOR FOR 12" WATERLINE. I .I
REDUCED PRESSURE BACKFLOW PREVENTER
60' 1
f WITHIN HEATED ENCLOSURE BY HOT BOX, OR 60' EXISTING R/W
APPROVED EQUAL I I R/W I
STATE EMPLOYEE CREDIT „ ,�
r8A CONCRETE FLUME UNION PL 8.97 G PG. a I, I I " N� MANHOLE 2 01
u I I TOPS 644.42
C-6,0 TO COLLECT 1 I ii is I I INV. OUT- 836.8
ROOF DRAINS
1 I 1
BACKFILLING AND SEEDING OF GRASS STRIP IS I
IN THE SCOPE OF THIS PROJECT. CONTRACTOR
RA
IS TO COORDINATE CONSTRUCTION OF SIDEWALKIJj
WITH CONTRACTOR FOR ANGELL KNOLL ROAD lk I z
�I
IMPROVEMENTS �� I ' M1 K n
a III .<
PROPOSED 12" WATERLINE PER SPOT ELEVATIONS BY = / I In
CONCRETE FLUME BA / �� III
PLANS BY GREY ENGINEERING GREY ENGINEERING
u l `� ga3
INSTALLATION UNDER SEPARATE I TO COLLECT C_ 6,0 / // (BACK OF CURB) '"' � COUNTRY LANECONTRACT ROOF DRAINS '�_ I~4_ _ ^`''"�
11I aI S.R.
1461
l/ „'. - YYYYYYYYYYYYrIww• +- � Yr.. r �.r _ +r l• !`wr w. , c II
Pkl�+YY-J G II I 1 IP
P
M1 11---r-'•�' r1 rl M1 n 11�"" M M Ir1 11 A h M1 K q A 15 A M1 !M 15^^---'�-A _._."- I
838.10 838.57 838.g7 839.33 839.E 840.62 %/ 841.24 8 1 4� "
837,05 837.61 .66 STOP
--- --- -- -- _-- a 840.85 + 841.0 841.40 4 P ; BAR -- e --- -----------------------------------------------------
- - -- -•_-_--`--_---�____-__-.-_-__-..-- _•-••-_ _.._- _ ------- ,- __ __•-•-___--__.-.-,,.._____• _t-r-•,-_-____•-__-___-___.`r.-__--___-_'_-_-....�_--"�-.-___•-_..-----• - -- _-.__----_--- r �
1 z I CONSTRUCTION LIMITS l■i I w I
ANGELL 1KNOLL ` �W--------- �._------------------- ��- F R DRNEWAY • , w
o- �- -
A �� -A -A„x A /� -�A-A A A -A x A -A x A A '---
- - � 1 ' ' � CLEARING LIMITS ; j- I �
AVENVE - - .. "
DEWALK} (ALONG--BACK--OF } 5 71'------ -----
_------- ---__ -- � ; � SIDEWALK} ■ �
7.80
837.0� _ _ g 838 ,cA�rr>� rr� if•I■ r-f11 a-ri_ - ■-�r>■ s�rr� r Irsi�- >•,� ��- _ _ _---- ._�- 'Til ■- _r___ _ . ______--------- -- I x / " --------
w-liff -----.
PLACED - 838. L', 838�7 ,�..- ,•-, $4Q..2 .. > Y. - ` `\
3y.65 wI
.. ....... - ..._ - IRt�N .. 84Q 8 •T• 841.G=€i41.24 841.4./ 841. i t STD' i� PIP
= . • •,,. '. B A FR �' / - -0 a
1 I r '
S 25 28'22 E ' P
}I RONU (TIE) IRON / 4.
II 4,00 PP
` -r i �-- - - -- - - - - - -- --- - - -- - - TE '_
1 r
3 SP ` f 'I I
4 �` ; i --- --------- ----- -� - -�� - -- ----------------- -------- - ---•---------- __-_-- ----
1 CONSTRUCTION LIMITS I " P IN \ +'
\ 5 SPA S
FOR DRIVEWA ' I 839 ` 1 I�
Y 1 �_ II a
838
l CLEARING LIMITS 1 4 1 �� I I
I G � _1 / � I
` TYP 1� II I I
1 LIMITS 0 -
rTl � \ \ • i1 q0� i
MAINTENANCE
A
EASEMENT
I
D.B. 686 P 631 ANGEL EAS
G
REVOCABLE LIVING TRUST +
/ 12` DEPRESSED C RB ' ' i � 7 � � ' � !� I I k
O a _ F* 6 PVC ® 1.0% , I „ CLEARING LIMITS (TYP.)
� , �' I (ALONG BACK OF EXIST.
0 I 840 I �r I
I o II .._. - - tMITS- 4 F I '� in , , a •II ;�- I �, CURB OR AS SHOWN)
___�
1 v I I , `MAINTENACE' ,' EE" �UILDIN P MBING I _ �It - -- 839'
N EN EASEMENT w ; m PLANS FOR ONT UATION -; j 60'
! I 11 INV 835.3 ' ; rn ; B+ _ - ; 1 K I R/w ! o
BIORETeftN ! l n I
FOREEL�Y ! � FF -- 8 9 - �, _ � ; \ I I
t7lM I ".I,
F `
1 12 BIORETENTION CELL I l x' �------ C.O. i • . , I 40' I
- _ � W U
3.26 9 i ' I I CURB & GUTTER I M�
I
C 8.0 r. l - _ 77LF 4" PVC .0 - + I
YARD INLET I _ C.O.
INV-83g.65 ❑ 3 S I I
C-6.0 iG: 835.75 II I I * INV=a32 92 - '
r _ _ _ _ _ . I I I I, - I -a 8- _ I
INV. 4N832.48 I +► �_--•-_•�-_- - , _ _ p I I , •
F UTV-RE ADDI TI6� I
as , I TO OF MULCH. C.O. n C7 III I I • w
INV. OOT $32.38 °� I - - _ I + "
I 835.00 INV_ ----- I _ I f
____ USA o
} jII
38
_ C.O. LIMITS OF MAINTENACE EASEMENT - I "" ' II
ANGELL LIMITED PARTNERSHIP , I Q -INV=832.89 I I I I; I
D.B. 192, PG. 765 I _____r___ __- _____________�1 . , - -" -` _
ZONED H r �z:- -- - 5-------r..__`------- 831--- ---•-J 6' l 0,
f a�• `�� 5�® PVC
CLEARING LIMITS I _ _ _ ' a INv= 2
TYP. UNDERDRAiNS o o.5ax-- - - C. kl REBAY II w
( ) � I INV=832.87 i I � "- �-- y-~ � �---_ a- �____ . _ _ m° � +; I I ALL SANITARY SEWER WORK INSIDE OF
_� -- -- - - - - - --- - ,� I I I I ROAD RIGHT-OF-WAY IS THE
" - 836 ` - - -- - - -- - - - - " RESPONSIBILITY OF THE SITE UTILITY
_ 31 LF-18--�_____ __ _______
_ .----•-" m _ _ _ -- ,.,------------------._-------_ 83 53735 , �• a 1 i',c 1 I wl CONTRACTOR. CONTRACTOR TO
' RCP � 0.50i� --�-""
_ .. • � . i„ 83 - _ _ _ _ �..� a 3� - •_ o"p r , . - - '� „ COORDINATE ALL WORK WITHIN THE
81�, _. _ _°a - - w= - _ _ _ __ 1 I I `� -` --' NCDOT ROW WITH NCDOT DIVISIONAL
- _ ' I I f OFFICE SERVICE INSTALLATION TO BE
8 OUTLET PROTECTION 1 r� - -_-� - _ _ - � -� = -` ~90-'; ` -- = - _ _ - �""�"`� ��o ��'I I „ I I '
'' - ~--� - - ,��� BY DRY BORE (NO CASING)
_ _ _ _ _ _ _ _ -- .- - -� - LIMITS OF 1 �;
_ �` MAINTENACE "
= _ Ip a SIDEWALK GRADES BASED ON
_ _ ••:•:•:•.•:.•.•,,� :• • ' 1 I % EASEMENT
:;:.• •' • •••;;•••••••••• ; j-I1 1 r,$�� FLARED END 8 ELEVATION OF EXISTING AND
L L SPIDER g'e1m...............•'�'�'�`••, r 1 1 I „ PROPOSED BACK OF CURB (UNDER
• • ; + 1 j I I C-6,0 1 ALL GRADING NEAR EXISTING TREES r
• • •.Q k*'*' •:•:;:;: 1 i 1 ! I „elm INVERT: 832.23 `� �r Y� SEPARATE CONTRACT) PROJECTED AT
E•- .0 ENGT* -2F�- -- - _ - _ _ _ _ _ _ y ^ - '.;.; •:;:;.;.;. I 1 1 F, ry TO BE PERFOMED WITH DUE CARE � z
�" • 2% ACROSS SIDEWALK
LIP ELEVATION: 832.73 ----,•.;••:: •:•• \ 1 I I AND ATTENTION TO THE EXISTING „
10 REVEGETATION PLAN -� _ _ 11 ROOT SYSTEMS
ESTABLISH 30' VEGETATI 4.60 -- ' • / 1 I 1 } 11felm Q
C-8.0 YE-F�ER - - �� t f f`3 - �" - �/ I o
_ DOWNSIREAN4- OP` 00 LET PER �� 6'1 '� `� ' �� // o CLEARING LIMITS TYP. "
REVEGETATION PLAN WITH DENSELY ( } }
SEEDED GRASS
LEGEND(EXISTING)
g"beech ROAD RIGHT-OF-WAY LINE j
-�^ to - - - ---------------
ADJACENT PROPERTY LINES
----------------- STORM SEWER LINE "
h
FENCE LINE f
TREE LINE
/---840-------- CONTOUR LINE - MAJOR I „
______ NODDLE INC.
---------------s4e--------------- CONTOUR LINE - MINOR SS MANHOLE
-826- �- �/ / J// D.B. 146, PG. 197 OP-N835.54
INV.$27.58
INV, OUT- 525.68
_ - -825-- -' / VANCE C. RIDDLE, ET AL D.B. I I
466, PG, 714 ZONING NOTES
_ ZONED: HC
y _ - 623 - - -- / // TOTAL ACREAGE: 1.500 AC 3
EXISTING LAND USE: VACANT
--g22- - PROPOSED USE: MEDICAL FACILITY o GRAPHIC SCALE
-- -821- -- _x_ PARCEL PIN: 5729806809 v o ao o fo :o +o so
_ _------ -82o SETBACKS: L0
- ----- FRONT: 20' MIN., 45' MAX. �
7-_ - - - SIDE: 10' MIN., 125' MAX. Z ( W FM )
/ REAR: 30' MIN. 1 inch r- 20 fL
ti fox n�+
NOT TO SCALE
I 1
(_.! THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN
ON THE DRAWINGS, REPRESENT THE DESIGNER'S
UNDERSTANDING OF EXISTING UTILITIES IN THE
CONSTRUCTION AREA THE CONTRACTOR SHALL
VERIFY
ALL_ UILLES ETC. WITHIN THE CONSTRUCTION AREA
WITH THE OWNER AND/OR THE APPROPRIATE UTILITY
COMPANY PRIOR TO BEGINNING ANY EXCAVATION OR
CONSTRUCTION. CALL NC ONE -CALL 48 HOURS
PRIOR TO DIGGING. THE OMISSION OF INCLUSION OF
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE
CONSIDERED AS THE NONEXISTENCE OF , OR
DEFINITE LOCATION OF EXISTING UNDERGROUND
UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL
BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
Q PROVIDE "COMPETENT" CARO CARRYING INDIVIDUALS
FOR OSHA REGULATIONS.
CONTRACTOR TO COORDINATE ANY PROBLEMS OR
FIELD CONDITIONS, THAT MAY CHANGE THE DESIGN,
WITH THE ENGINEER PRIOR TO PROCEEDING.
Q CONTRACTOR TO PITCH GUTTER SLOPE AWAY
FROM CURB ON DOWSTREAM SIDE OF ISLANDS
AND CURB RUNS. SEE DETAIL -
SEE 1
,
SEE SHEET C-4.0 FOR THE EROSION CONTROL
PLAN do SHEET C-•8.0 FOR THE EROSION CONTROL
NARRATIVE AND CONSTRUCTION SEQUENCE. SEE
SHEET 1 FOR THE INITIAL CONDITIONS.
O ALL PLANTERS AND ISLANDS ARE TO BE
MOUNDED TQ DRAIN. .
(7 THIS GRADING PLAN DOES NOT REPRESENT A
BALANCED CUT/FILL CONDITION. CONTRACTOR TO
PERFORM HIS. OWN CALCULATIONS AND
SUPPLEMENT OR REMOVE SOIL AS NEEDED TO
MAKE THE PROPOSED GRADES.
O ALL NON -PAVED AREAS ARE TO BE SEEDED AND
MULCHED OR LANDSCAPED AS SHOWN,
V UPON COMPLETION OF CONSTRUCTION,
GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE IN PLACE WITHIN
FIFTEEN(15) CALENDAR DAYS. PERMANENT
GROUND COVER SHALL ALSO BE PLANTED
UPON COMPLETION OF THE PROJECT.
10 SEE SHEET C-1.0 FOR PROJECT BENCHMARK
11 NO WETLANDS EXIST ON THIS PROPERTY Q
LEGEND(PROPOSED)
18" CURB & GUTTER
- - - _ -- 1' CONTOUR
5' CONTOUR.
J550.15 SPOTGRADE
841.08 + SPOT ELEVATIONS BY GREY ENGINEERING
- DENUDED LIMITS/
CLEARING LIMITS
PROPOSED BUILDING
ADDITION CURRENT
AND FUTURE
SAWCUT LINE
OUTLET PROTECTION 8
C.O. CLEAN OUT
110111120 O WFwwaller. Permit Documents
0 ii40*44000n In aneaardasnoe with these documents Is
fe0red by lot elormwatler permit. North Carolina
rules mqufre that the rtonmwater system designer
InsP*ot duHr+p construction; c•r* conformity with the
plans and $Peas; and certify compliance with the
stormwaler ►ulea. (15A NCAC 2H .1008 0) )
Permit # SW_ 4080S 0 3 t]ate_ 0
by NC Division of Water QuaNty
Sheet #- C_- A. D Revision Date_S/L2.%Q
ROBINSON &
11i SAWYER, INC.
SCONSULTiNG ENGINEERS do LAND SURVEYORS
707 EAST SECOND AVENUE - GASTONIA, NC
PHONE: (704)86A--2201 N FAX: [phone]
EST. 1962 WWW.ROBINSON-SAWYER.COM
PROJ# 08002.30
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