SW4110802_APPROVED PLANS_20111011

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

CLIENT:
John Maxwell
Sheetz, Inc.
799 Sixth Avenue
Algona, PA 16602
phone. [phone]
fax; 540) 366-950
CIVIL ENGINEER:
601 N. Trade Street
Suite 200
StIn e Winston Salem, NC
Landscape Architecture 27101-2916
Civil Engineering
P: 336,723.1067
St1>I>rtmel Assa+c Ads, PA Land Planning F: 336.723.1069
DRAWING INDEX:
D-1.0 EXISTING CONDITIONS/ DEMOLITION PLAN
C-1.0 OVERALL SITE LAYOUT PLAN
C-1.1 SITE LAYOUT PLAN
C-2,0 UTILITY PLAN
C-2.1 SANITARY FORCE MAIN PROFILE
C-2.2 SANITARY FORCE MAIN PROFILE
C-3.0 GRADING PLAN
C-3.1 STORMWATER MANAGEMANT PLAN
C-4,0 EROSION CONTROL PLAN
C-4.1 OFF -SITE EROSION CONTROL PLAN
C-4.2 EROSION CONTROL DETAILS
C-4.3 EROSION. CONTROL DETAILS
C-5.0 SITE DETAILS
C-5.1 SITE DETAILS
C-5.2 SITE DETAILS
C-5.3 SITE DETAILS
C-5,4 GRINDER PUMP DETAILS
C-6.0 ROADWAY WIDENING PLAN
C-6.1 ROADWAY WIDENING PLAN
L-1,1 SITE LANDSCAPE PLAN
L-1.2 BIOCELL LANDSCAPE PLAN
L-2.0 LANDSCAPE SPECS
LIGHTING PLAN
UTILITY CONTACTS:
NATURAL GAS:
SANITARY SEWER:
^
POWER:
PIEDMONT NATURAL. GAS
CITY OF KING
DUKE ENERGY
501 N. MAID STREET
Contact: SCOT'T BARROW
WINSTON-SALEM, NC 27108
SALISBURY, NC 28.144
CITY ENGINEER
Contact: DENNIS POPP
Contact: GREG BURTON
TEL.#: (336) �83-821"i5
TEL.#:. [phone]
TR4: [phone]
TELEPHONE
WATER:
BELLS©UTH
CITY Of KING
800 ROBJE STREET
Contact: SCOTT BARROW
WINSTON-5ALEM, NC 27107
CITY ENGINEER
Contact PHIL POINDXTER
TELA [phone]
TEL.# (33S} 721-7831
FAX##: [phone]
SHEETZ -KING
703 EAST KING STREET
KING, NC
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
LOCATION MAP: NOT TOSCALE
MOUNTAIN VIEW ROAD
,r0 stO� l l'G :rIR i2E 'C^;':3;:`S i`l0currenis
!„ fRfei:OrCf2;V-..-, .��!
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k� BS
,.orcF? CiGiainwf`ts -
i.I`rih
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i �fJiJ�fB ;r,=�,
.. �•�if���if1?
Inspecf durin" <,
scE ., cl4siy,er
�c=1 r,
,
Aia and S e:r. + nl c..,-ftr^ity With ,
.Oft'Water "t1i@b
:!B'ice With ;he
;
f',ryry�jj�r 1.A401iCZ_
l
REVISIONS,., ISSUE DATE: 8/3/2011
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t ..1 ,p �• ��� �� - �. - - i_u L� IiS SS .� �. �_'l'j�3 i1 _i_
SEE SHEET G-6.0, C-61 & ".2 FOR
ROADWAY WIDENING PLANS
l
� f
GENERAL MOTES.
NOTE: ALL DIMENSIONS, RADII, AND X,Y COORDINATES ARE. TO FACE OF CURB,
OR TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC.,
UNLESS OTHERWISE NOTED.
GENERAL CONTRACTOR TO:
I, VISIT SITE AND .BRING TO THE OWNER'S REPRESENTATIVE ATTENTION IN
WRITING ANY PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT PRIOR
TO BIDDING AND CONSTRUCTION.
2, COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION, INSURE
HIGH LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION.
3. CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS, REPORT ANY
DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO
ANY FURTHER CONSTRUCTION,
4, OBTAIN ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO;
BUILDING, GRADING, UTILITY, EROSION CONTROL, LAND DISTURBANCE AND
OCCUPANCY.
5. DEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES,
CONSTRUCTION MATERIALS, ETC,
6. THE GENERAL CONTRACTOR IS RESPONSIBLE. FOR LOCATING AND AVOIDING
ALL UNDERGROUND UTILITIES SHOWN ON SITE PLAN. UTILITIES SHOWN ON
SITE PLAN ARE BASED ON THE SURVEY PROVIDED BY SGROI SURVEYING,
AND MAY NOT BE ALL INCLUSIVE. CONTACT ULOCO OR OTHER APPROPRIATE
UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR. TO ANY
WORK,
7. PATCH/REPAIR STREETS, STRUCTURES, ETC, AS NECESSARY AFTER
CONNECTION OF PROPOSED UTILITIES.
8. SEE DETAIL SHEET C-5,0 AND SHEET C-5.1 FOR SITE DETAILS.
9. COORDINATE ANY CONDUIT/IRRIGATION SLEEVES PRIOR TO INSTALLATION
OF PAVEMENT. COORDINATE SITE LIGHTING WITH SITE LAYOUT. SEE SHEET
C-3.0 FOR IRRIGATION SLEEVES.
10. SEE GRADING PLAN (SHEET G3.0) FOR PROPOSED GRADES AND (SHEET
CA-0) FOR EROSION CONTROL.
11. BOUNDARY AND TOPOGRAPHICAL INFORMATION TAKEN FROM SURVEY BY:
SGROI LAND SURVEYING - P.Q. BOX 576, HIGHPOINT, NC 27261 (336) 885-1.366
DATED: 1/2212005 AND STIMMEL ASSOCIATES ENGINEERING PLANS.
12, G.C. RESPONSIBLE FOR COORDINATION OF SITE LIGHTING. SITE LIGHTING
PLANTS BY OTHERS. COORDINATE ALL SLEEVING PRIOR TO CONCRETE .
INSTALLATION.
kW SIGHT LINH
19 X 70' SIGHT TRLANGLE
SAMUEL NEW 1
U6,461M.20%
aw-144919w
5MlKE PDN49t
CthM78 tU iNC it#WALY
ON �:St'Aif.F:i klr#b
OX� 0
stiommel
LOCATION MAP.. r�OTTosc�I
MOUNTAIN VIEW ROAD Ab
SITE Stim i Associates, PA.
LanEisCape. Architecture
Civil Engineering
Land Planning
s
�,�• 601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
Qp• i> R 336.723.1067 .F, 336.723,1069
SEALS:.,. "'1141411 off,,
VLIPOR4%
NORTH
i
6
. 9 C5°21'4 25' 4
273.25, -
8 ww X
. PROPOSED 7XYTEFORCE MAI7 5
SEWED: EASEMENT.
. , r., � 14
f
r
J// 8
a
PROPOSED DRAINAGE AND 1J.
MAINTENANCE EASEMENT
A�
11V, CARTER FAMILY LTD PARTNERSHIP
PIN i s902-a4-52AW8
PART OF DB. 556 PG 75�}
PART OF DB. 199 PG BELL �/ ` ` � � t
`� ' +�
EMIrNT
IANGCE f x- - -..X
` ' t ExS" 15" RCP
109t.27 '
` rx. GSz 4
INV. 1090.00 $.:
T
n-2R.72'
R-1200.43
Cl 131W171 BR-N \ T %
49'46*5W W. \
CH-2912.00, \
0kWQE POWER CLAIMS
iO'r9GWOFwnv CLARENCE
T
10' X 70' SP307 TRWME
4W SIGHT LINE
SEE SHEET C-6. tl "A 1 & C-6.2 FOR \ � � � .� PROPOSED SHARED
ROADWAY WIDENING PLANS ` �, CROSS -ACCESS
� 4V X 70.' 516HT TR
i 450' SIGHT UW
0 50 100
SCALE: V w 50'
150
PROJECT:
CLIENT:
John Maxwell
Sheer, Inc.
5700 Sixth Avenue
Altoona, PR 16602
phone., [phone]
fax: [phone]WI.
DRAWN: T SAS
DATE: - 813/2011
REVISIONS:
,SOB, NO: 10-139
SHEET TIC.
OVERALL
SITE LAYOUT
PLAN
SCALE:
SHEET NO.:
...
M
0
0 STIMMEL ASSOCIATES, PA.

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i
bOX-41)70
i
SIGHT TRIANGLE
MUM -_-Now .._-'amn � /� f f'� r / 450' $1GHT LINE
DUKE POWER
tr' ` CLAIMS .IV RIGHT OF WAY
/ ON INSTALLED LINES \
SEE SHEET C-6.0, C 6..1 ei "2 FOR 1�` _ �� S $50'6{1" E----�.� 34T.Sg� '
ROADWAY WIDENING PLANS $ 18 \
Jim
/ nr ----- r �' ----_ NNE own
22
TRASH 2
p, PROPOSED 2V PRfVATE
FORCE MAIN SANITARY
" Ay 4 '�* X 1605026.78. SEWER EASEMENT,
c, / f l ^ s.oa, Y 922975.71AGO
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`�.. 11�e,17 m 1a X 70, a o
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o
F \ p 22 23 -
22
450 sIG.HT LINE 4/1 $
Or
EX.Y1 �' _ T re i 1 'b
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10 l
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TOP - 1116.22' �` 0 � b.
INVA i 12.62 L. LINE 0 f� 6 d?
4 15
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, • . 13 X 1605023.50
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'TEL. E` �` \: Y 922852.$5
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1604963.30
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D-13°58'17" BR-N �.
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CH-292.00'tio� 1$ 24 l a
DUKE POWER CLAIMS
10' RIGHT OF WAY -�
ON INSTALLED LINES � � � � ♦ � � lax 70' SIGHTRIANGLE.;
~ Oa 5a MOT LINE PROPOSED SHARED
r' CROSS -ACCESS EASEMENT
f X 1 '10 IX j
SEE SHEET C-6.0, C-6.1 S C-6.2 FOR \ Y 9227
ROADWAY WIDENING. PLANS
�\ X 16049".28
922669.41
- EXOVERHEAD
ELECTRIC LINE
SIGHT TRIANGLE
450' SIGHT LINE
SITE REFERENCE NOTES.
j
L'
HEAVY DUTY CONCRETE PAVING - SEE DETAIL 3,
SHEET C-5.0
PROPOSED SIGNAGE. COORDINATE WITH OWNERS
FINAL
17
CONCRETE PAD FOR AIR AND VACCUM MACHINES.
SEE DETAIL 1 SHEET C-5.2 25 12WIDE CONCRETE DRIVEWAY APRON
�J
L" -
REPRESENTATIVE FOR LOCATION.
NEW CONCRETE CURB AND GUTTER - SEE DETAIL 1,
SHEEP C-5:0
I(I
FLAGPOLE - SEE DETAIL. SHEET C-5.1
"�$
10' WIDE GRAVEL ACCESS DRIVE TO
PROTECT EXISTING UTILITIES TO REMAIN -TYPICAL �� SANITARY SEWER GRINDER PUMP
4" WIDE PAINTED STRIPES 1.5'O.C. @ 45`
F1 11
FLAGPOLE UPLIGHT - SEE DETAIL 2 SHEET C-5.1
19
CONCRETE WHEEL STOP- SEE DETAIL 8, SHEET C-5.0
KI4'
WIDE PAINTED. STRIPES - TYPICAL
12
TRASH ENCLOSURE SEE DETAILS 6 & 7, SHEET C-5,1
2I7
SPECIAL PAVING AT BUILDING. SEE BUILDING PLANS FOR
EPAINTED
TRAFFIC ARROW (TYP.) - SEE DETAIL 4,
SHEET C-5.0
1
STOREFRONT FLUSH SIDEWALK/PAVING
DETAILS.
SEE DETAILS 1 & 3, SHEET C-5.1 •
21
SITE LIGHTING- POLES AND FIXTURES BY OTHERS,
HANDICAP PARKING SPACE - SEE DETAIL 6,
SHEET C-5.0
14
LOCATION OF UNDERGROUND STORAGE. TANKS,
DESIGNED BY OTHERS.
22
STEEL BOLLARDS - SEE DETAIL 9 SHEET C-5.0
HANDISHEET AP C-5.0 ARICING SIGN -SEE DETAIL 7,
15
BOLLARD - SEE DETAIL 1, SHEET C-5,1
O
HEIGHT CLEARANCE BAR. SEE DETAIL ON SHEET C- 5.3
PROPOSED BUILDING- SEE ARCHITECTURAL PLANS
E
AUTO DIESEL PUMP
24
5' X 7' CONCRETE VENT PAD
�0
Lei
v�
X 1605076.70
2lii f Y 922905.98
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129
'1�
DRAINAGE AND
MAINTENANCE EASEMENT
Ex.
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1
L
x�
LOCATION MAP. NOT TOSCALE
MOUNTAIN VIEW ROAD
SITE DATA: -
ZONING:
CS - COMMUNITY SHOPPING DISTRICT
USE:
CONVENIENCE STORE
SITE ACREAGE:
SITE AREA: 2.157 AC +!-
DIMENSIONAL REQUIREMENTS:
FRONT SETBACK: 30'
REAR SETBACK: 5'
EXISTING IMPERVIOUS CALCULATIONS:
BUILDINGS TO LAND: 0.059 AC 2.73%
PAVEMENT TO LAND: 0.333 AC +I- = 15.44%
OPEN SPACE: 1.695 AC +/- = 81.83%
PARCEL TOTAL: 2.167 AC +!- W 100,00%
TOTAL IMPERVIOUS: 0,392 AC +A = 18.17%
PROPOSED IMPERVIOUS CALCULATIONS:
BUILDINGS TO LAND: 0.136 AC +I- - 6.30%
PAVEMENT TO LAND: 14455 AC +I = 67-4.5%
OPEN SPACE: 0,496 AC +(. = 26,25%
PARCEL TOTAL: 2.157 AC +!- = 100.00%0
TOTAL IMPERVIOUS: 1,566 AC +I- w 73.75%
W NTERSI-IED:
THIS SITE IS NOT IN A WATERSHED.
INFRASTRUCTURE:
WATER =. PUBLIC (CITY OF )UNG}
SEWER = PUBLIC: (CITY OF KING)
STREETS = PUBLIC
OFF-STREET PARKING:
1 SPACE PER 200 GFA, 3 SPACES PER SEAT
5941 GFA = 30 REQUIRED SPACES
16 OUTDOOR SPACES = 6 SEATS
TOTAL PARKING REQUIRED: 25 SPACES
TOTAL PARKING PROVIDED: 44 SPACES
(INCLUDING 2 HANDICAP SPACES) .
GENERAL NOTES -
NOTE: ALL DIMENSIONS, RADII, AND X,Y COORDINATES ARE. TO FACE OF CURB,
OR TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC.,
UNLESS OTHERWISE NOTED.
GENERAL CONTRACTOR TO:
1. VISIT SITE AND BRING TO THE OWNER'S REPRESENTATIVE ATTENTION IN
WRITING ANY PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT PRIOR
TO BIDDING AND CONSTRUCTION,
2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE
HIGH LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION.
3. CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS. REPORT.ANY
DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO
ANY FURTHER CONSTRUCTION,
4. OBTAIN ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO:
BUILDING, GRADING, UTILITY, EROSION CONTROL, LAND DISTURBANCE AND
OCCUPANCY.
5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES,
CONSTRUCTION MATERIALS, ETC.
6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING
ALL UNDERGROUND UTILITIES SHOWN ON SITE PLAN. UTILITIES SHOWN ON
SITE PLAN ARE BASED ON THE SURVEY PROVIDED BY SGROI SURVEYING,
AND MAY NOT BE ALL. INCLUSIVE, CONTACT ULOCO OR OTHER APPROPRIATE
UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY
WORK.
7. PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER
CONNECTION OF PROPOSED UTILITIES.
8. SEE DETAIL SHEET C-5.0, C-5.1, C-5.2, C-5.3AND SHEET C-5.4 FOR SITE
DETAILS.
9. COORDINATE ANY CONDUIT/IRRIGATION SLEEVES PRIOR TO INSTALLATION
OF PAVEMENT. COORDINATE SITE LIGHTING WITH SITE LAYOUT. SEE SHEET
C-3.0 FOR IRRIGATION SLEEVES.
10. SEE GRADING PLAN (SHEET C-3.4) FOR PROPOSED GRADES AND (SHEET
C-4.0) FOR EROSION CONTROL.
11. BOUNDARY AND TOPOGRAPHICAL INFORMATION TAKEN FROM SURVEY BY:
SGROI LAND SURVEYING - P.O. BOX 576, HIGHPOINT, NC 27261 (336:) 885-1366
DATED: 1122/2006 AND STIMMEL ASSOCIATES ENGINEERING PLANS.
12. G.C. RESPONSIBLE FOR COORDINATION OF SITE LIGHTING. SITE LIGHTING.
PLANS BY OTHERS. COORDINATE ALL SLEEVING PRIOR TO CONCRETE
INSTALLATION.
0 30 W 90
SCALE: V = 30,
Stimmel
416,
Stimmel Associates,, PA
Landscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
P:336723.1067 F:336.723.1069
PROJECT:
CLIENT:
John Maxwell
Sheetz, Inc.
5700 Sixth Avenue
Altoona, PA 16602.
phone: [phone]
fax: [phone]
DRAWN:
SAS
DATE:
- -- 8t3/201 1
REVISIONS:
J0I3. No:
10-139
SHEET TITLE:
SITE LAYOUT
PLAN
SCALE: -- 1 #=3gk.
SHEET NO.: ^
C.
0 STIMMEL ASSOCIATES PA.

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TE
f
4r i p
REFERENCE
}'��� �''C^ S
'\ r
gBATE 111335
El4SCH 40 PVC SLEEVES FOR IRRIGATION -
FiBN:ET#7 f+ T
\ GRATIN 11€ 731
GRADINGANDDRAINAGE
rr$aa¢F < x p
GRATE:11� M
VISIT I T REVIEW L EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY `\ r,
x
1, CONTRACTOR SHALL . ISI SITE O EV AL E X - I
BETWEEN TI'-IE SITE AND THOSE CONDITIONS REPRESENTED' ON THE DRAiIVINC'a5 SHALL BE :.'.• ,.. - �. �-�"
DISCREPANCIES BETW E...
BROUGHT TO THE ATTENTION OF THE .OWNER. AND THE LANDSCAPE ARCHITECT IMMEDIATELY,
TO T VERIFY THAT ALL ENCROACHMENT BUILDING
2. PRIOR TO ANY CONSTRUCTION GENERAL CONTRACTOR O VIrR
t..
GRADING, UTILITY AND EROSION CONTROL PERMITS ARE ON FILE WITH ALL APPROPRIATE AGENCIES.
3. THE EXISTING UTILITIES AND OBSTRUCTIONS SHOWN HEREON ARE FROM THE BEST AVAILABLE RECORDS AND �
SHALL BE VERIFIED BY THE CONTRACTOR TO HIS SATISFACTION PRIOR TO ' CONSTRUCTION. NEITHER THE OWNER �,
M1 ` a
-
NOR THE LANDSCAPE ARCHITECT WARRANT OR GUARANTEE THE COMPLETENESS OR THE CORRECTNESS OF THE
INFORMATION GIVEN. NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING
`
SERVICES AND MAINS, AND ANY DAMAGE TO THEM DUE TO HIS NEGLIGENCE SHALL BE REPAIRED IMMEDIATELY AT �` � � �� ��..
THE CONTRACTOITS EXPENSE.
PROPER COVER OVER ALL. EXISTING UTILITIES WITH PROPOSED GRADES- ' SEE SHEET C-S.0 FOR PROPOSED GRADING + � x \
4. E�FNERAL.CONTRACTOR TO VERIFY . RO ER CU C? ,,f" `
PROVIDE SLi=EVING FOR ANY UTILITIES WITHIN PAVED AREAS. ASSOCIATED WITH LANE WIDENING FOR �
f`
5. PRIOR TO PLACING FILL, ALL FILL AREAS SHALT. BE STRIPPED TO REMOVE TOPSOIL, STUMPS, ROOTS, ORGANICS , i xis i 5" f�C�
AND OTHER UNSUITABLE MATERIALS. STRIPPINGS SHALL BE STOCKPILED AS DIRECTED BY THE OWNER. CLEAN OLD U. S. HWY. 52
TOPSOIL FREE OF HEAVY VEGETATION SHALL BE USED AS BACKFILL IN LANDSCAPE AREAS.
FOR PAVED AND BUILDING AREAS SHALL BE GC)1u1PACTED TO 95% OF THE STANDARD PROCTOR # �
6 STRUCTURAL FILL R PA L TO ♦M PIPE DATA: (1 OYa Frequency)
F +
MAXIMUM DRY DENSITY (ASTM - 698). UNLESS 0THERWI SE NOTED ON THE PLANS OR SPECIFICATIONS, FILL IN ��.
BL.DG AREA AND PAVED AREAS SHALL. BED COMPACTED TO 98 % STANDARD PROCTOR IN THE TOP 12 OF
InietlD Line -ID lhletTme Drina eArea irlc'rC RunotiCveil itnlet TOtatArea F]zwRRate Ga cit f=u11 V'elAus L►neSize L ineL er► h LineSiss
TI TESTS PAVED AREAS SHALL BE TAKEN TO SUBGRADE AND MINIMUM 15 FEET BEYOND � I� Y 9t � c
SUBGRADE. COMPACTION ..EST IN V'E EA L
(rTrbn) 00 (cfs) (C) {ir►1hr) ( ) {cfs) (cfs) {ft/s) {En) 0 (°!a)
LIMITS OF PAVED AREAS_' MI -A # 1 PIPE 1' 0 4 C1 C1 C1 1.94
7. AGGREGATE BASE COURSE UNDER PAVEMENTS SHALE.. BE PROVIDED AT THE THICKNESS SHOWN IN THE DETAILS 6:67 1E}.5C1 5.41 1$ 14.00 1.00
A $ C CI # 2 PIPE 2 7.2 0.04 0,25 0.95 6,65 1.94 6.73 10.51 5.44' 18 1.55,81 1.00
AND SHALT. BE COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM-D698). I # PAR (3.18 0 0.95 0 1.a4 5.07 iC).53 4.84 18 B .5 1.0 `
.8. CONTRACTOR TO BRING ROUGH GRADE IN TRAFFIC, ISLANDS SUFFICIENTLY ABOVE THE TOP OF CURB WICLEAN C 3 E 3 0 8 2 1.
MH # 4 PIPE 4 7.2 0 0 0 0 1.12 6.39 10-50 5.32 18 61,05 1.00
E
BACKFIL.L, MATERIAL TO AMOUNT FOR SETTLEMENT AND TO PROVIDE FOR POSITIVE DRAINAGE, CA # 5 PIPE 5 7,2 Ci.41 2.59 0.95 6.65 1.12 6.52 A3.10 5.11 1A3 124.3$ 0.59 •-�""`' � � - --�
9. ANY BORROW WILL COME FROM A SITE OR SPOIL WILE. BE PLACED. ON A SITE APPROVEDBY THE PROPER \ ,` EXIST 18" RCP
cl # 6 PIPE 6 7.2 0.71 4.11 0.87 6.65 0,71 4,11 6A7 4.11 15 152.49 1.00 � INV, 1090.00
JURISDICTION HAVING APPROVAL AUTHORITY OVER THE SITE. A SITE SPECIFIC SEDIMENTATION & EROSION CI # 7 PIPE 7 7.2 E}.13 0.A32 E1.95 6.65 tI.14 4.5A3 10:45 2.87 1A3 182.71 E).99 � � + 4
CONTROL PLAN MUST BE APPROVED FOR ANY BORROW OR WASTE SITES.
7
Ct # 8 PIPE 8 7.2 0.C)1 0.06 C1,95 6.65 0.01 C#.06 6.46 1.38 15 45.92 1.00 f
.10, ALL STOCKPILE AREAS ARE INTENDED TO DRAIN TO AN APPROVED -SEDIMENT TRAPPING DEVICE AND SHALL BE C I # 9 PIPE 9 7.2 0,46 2,66 0.87 6,65. 0.46 2.66 6.47 4.10 15 86.53 1.01 � r
W4THIN THE LIMITS OF THE DISTURBED AREA SHOWN. r
11. THE DISPOSAL OF DEBRIS IS NOT ALLOWED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF OFFSITE AT AN
APPROVED DISPOSAL, SITE. C j
12, CROSS SLOPES ON ALL WALKS SHALL NOT EXCEED 2°k (UNLESS NOTED OTHERWISE) `x
13, LICENSED SURVEYOR SHALL STAKEOUT ALL PARKING AND BUILDING SPOT ELEVATIONS TO NEAREST 11100 OF A
FOOT. THE SURVEYOR MAY OBTAIN A COMPUTER DISK OF THE PLANS FROM'STIMMEI_ ASSOCIATES FOR
ASSISTANCE IN STAKING,
14. SEE SHEET C-4.0 FOR EROSION CONTROL PLAN.
15.. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING AT ALL TIMES.
16. ALL ROOF DRAIN PIPE TO BE SCH. 40 PVC UNLESS OTHERWISE NOTED ON -PLAN - REFER TO PLAN FOR PIPE SIZES.
ROOF DRAIN: SLOPES TO BE 2.09/6 MIN.
17.. SEE ROAD WIDENING PLANS- FOR GRADES ON ROAD WIDENING
18. ALL ROOF DRAIN CLEANOUTS TO BE TRAFFIC BEARING. SEE ©ETAI.L SHEET C-2.0
19. SEE SHEET C-3.1 AND C-3.3 FOR POND DESIGN DRAWINGS
0 30 60 90
SCALE_ V = 30`
SUmme# Associates, PA
L.andscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
P: 336.723.1067 F- 336,723.1069
SEALS:
l-63EES CERT. MO. .: C-1347
i11t�II11/11
NON NA *U _1i IY IIF/��
zS
A L ,�
• 36769
1
7111t 1lI I ,0" ,
lid
Rinam. 7m 9 30/2011, SLIT OWY
A5. TO 1W. DATED AFM
10 4 2(n t. TH S DMNDff
ORODRAUY ISSLIED AND SEALED B
swun A. Si+�r4i. umm #11,5A3. om
1 AS. 70
10 5/201 t .
PROJECT:
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CLIENT:
Jahn Maxwell
She tr. e Inc
5700 Sixth Avenue
Attocxle, PA 16602
phone: [phone]
fax: [phone]
DRAWN: SAS
DATE: $/3/2011
RE.VIS IONS:
9130=11 - ADnED 6" CONTOURS
2 BIOCELL POND LABEL, 1015W11
JOB. NO: 10-139
SHEET TITLE:
PLAN.
f of :vrafEr;jb. ,
SCALE:
SHEET NO.:
C-10
a STH1+ IVIEL ASSO(AATES, P.A.

I
R F
/ V
'
IMPERVIVU5 AR
l;
IME I P RV OUS . 91 69.
f` i
Jr
e ,a
F
PROPOSED DRAINAGE~ AND
MAINTENANCE F._ASEMENt-
FOREBAY BERM
(TyP)
REFER TO SHEE
C-2,0'FOR INLET
STORM PIPE DATA
•»•,•�
.N,� . ��.�
W PERFORA
FES INV.: 1100.38
PVC UNDERI
PIPE@ 0.5%
INLET
REBAY
'
SEE DETAIL 2
#
Tfils�SHEET
TOPS
lA1FLOW
PVC PLUG
t
'
WYE
4-SIDED THROA
WITH ACCESS LI .
/ THROAt 11ol, .
INV.IN 01: 1 QM, 7
1lriV.ou r 1r : 'If19 ,O
dA. 2' 2, T TOP FORAY 6Biftit
-TOP I CI•!
17
L
0.
Vs
EX. WOOD FENCE,,'
TO BE REMOVED
:
\ k �0�
wt 1.
A
w,,..
PRC1I'ElsEi]Od
MAINTENAN N !'
75 LF 18 RCP (�
f
x F£S - I.NV. C3tJT 7091.50
Ric RAP DISSIPATOR f
z
SEE -DETAIL # 6 THIS SHEET F
�� �
I}ta
TOP PONDW ELEVATM
A TOP FOK AY
TE C ASSS V RP AP
BMWOPOWSAW
GEOTEX II:E LINER
QMV CLAW IX RIP
RAPT LP POND BAW
Materials Specifications for. S#oretention
No
fl
1, \�
0 20 40 60
SCALE: V = 20'
Material
Specification
Size
Notes
Planting soil
Sand 85 -- 88°1,
NIA.
_
USDA soil types loamy sand,
(2.5' to 4' deep)
lilt 8 -- '12%
sandy loam or loam
Peat Mass 3-- 5%
Mulch
Shredded hardwood
Aged. 6 months minmum
Geotextile
Class "C" - apparent
NIA
For use as necessary beneath
opening Size (ASTM-
underdrains. only
D4751), grab tensile
Strength (ASTM-D-
1
4632), purtcture
resistance (ASTM-[?- .
4833
Underdrarn qravel
AASHTQ M-43
0.375N to 0.75"
Underdrain piping
F 758 Type PS 28 or
4" to 6" rigid schedule 40 PVC
3/8" pert. i96„ on center, 4 holes
AASHTO M-278
or
per row; minimum of 3" of gravel over
SDR35
i not trecessa rtrrdeMeath pipes
Poured in place
fe = 3500 psi @ 28
N/A
On -site testing of poured -in -place
concrete (if
days,. na(mal weight,
concrete required; 28 day strength &
required)
air -Entrained,
slump test. all concrete design (cast -in -
reinforcing to meet
place or pre -cast) not using previously
ASTM-615-60
approved State or focal standards requires
design drawings seated 8 approved by a
professional structural engineer licensed
in the State of North Carolina - design to
include meeting ACI Code 350,R189;
vertical loading. jH-10 or H-211; allowable
horizontal loading (based on soil
pressures); and analysis of potential
cracking
Sand
AASHTO-" or
© w" to aow'
Sand shall be washed. Substitutions such
14" deep)
ASTM-C-33
as Diabase 8, Graystone #10 are not
acceptable. No calcium carbonated or
dolornitic sand substitutions are
acceptable. No "rock dust" cart be used
for sand.
GRADNG LEGEND:
TC M4 W �ROPQSED SPAT ELEVATION
�:fl3d.ti3 (TOP 4F CUFTELEVATION)
., (B(iTTUItA QF Ct1RB ELEVATION)
i 11Q1 PROPOSED CONTOUR
M . DRAINAGE SLOPE ARROW
- = /SCH. 40 PVC ROOF [TRAIN
j
LOCATION MAP: NOT TO SCALE
. „�. MOUNTAIN MEW. ROAD
G L
BIO EL
T OP
DAM
T P
C3
MULCH
T ClP
MEDIA
7 P
U
SAND
TC1'P
STONE
INV.
CELL
O UTLET
STRUCTURE
S UCTU E
THROAT
INV
N:.
PC7NDI �
DEPTH
I'NV !hl
(6"PVC)
' INV C7'L1T
(RCP)
1
1102, 25
1100. 0(3
1.099. [ 5
1 096. 5
1096.42
VARIES
DI # 11
1101.00
12-
1094.75[
1095.00
I, Stimmel
I jA
1W
unmet Associates PA
Landscape ArchiWcture
Civil Engineering
Land Planning
601 N, Trade Street' Suite 200
Winston Salem, NC 27101-2916
P: 336,723,1067 F, 336,723.1069
SEAL .
COCES CERT. NO,: C4347
s
N .� , GARolf /1
36769
[L"%-4 ic;yy rtt
�f 41j ��y•.
111111M
BIORETENTION CELL DATA bkWk Dom tl�f3 tlC>I;wiG -
fVfMM Tf W 8 l20lit' 11, aOOLif '
AS 70 7HE DATEq AFTER
GRASS EMBANKMENT OVERFLOW 19/4 'I t.. TM DOCUMBIT
STRUCTURE 000MMLY LSSM AND SEUM BY
LANDSCAPING WMI FL B AigCYNf W. LKVM.
Z SEES SHT. L-1.0 00, ON 9f't 2D11. 7
IS ONLY C&RtnW AS TO
R PONDING 7W ReAsas DAM 10 8 2DIII.
0 3" HARDWOOD WATER ELEV. GRASS EMBANKMENT
MULCH LAYER. PROJECT:
TOP [JAM ELEV.
�
8 3
TOP MEDIA ELEVATION
SEME\/ DUJ
\ Z f PLANTING SAIL MEDIA
FILTER FABRIC '/ \ /` ` '/ \� \\ / � ` ` \ / �\\ /�\/\��/. '� \\ \\ • 10% FINES
NON -WOVEN TREVIRA f� .� � �% \\ \ /�\ \\ /�\`' 1�f /\` \\// '/ \\ \� :�/. \� • 5 PEAT MOSS OR
#1120 OR EQUAL ORGANIC EQUAL
BETWEEN $AND ANDWASHED STONE
AND BIOCELL AND / \` \\ \/ �' \�:
SURROUNDING�` . \f /�\' \/ \\f \ \' \ Z
EARTH' F: t 4N V1tASi tEL7 SAND
}� 4
W
#57 WASED STONE. DEPTH TO
g VARY DUE TO UNDERDRAIN SLOPE. 06
n
DEPTH 8' MIN, .
00
10.00' 8" CORRUGATED PVC UNDERDRAlN
CLEANOUTS AT 50' MAXIMUM SEPARATION
0
Specifications for Bioretention
1. Planting Soil Mr
The soil shaft be a unifor n mix, free of stortefs, stuns, ft)M or other similar objects larger than two Inches_ No other > �*••
materials or substances shall be mixed or dumped wi8htn the bloraterltfon area; that may be hbrniful to plant growth, or �'"
prove a hindrance to kite planting or maintenance operations. The planting soil shalt be free of noxious weeds, z a:
The planting soil shall be tested and shall meet the following criteria:ui "•
0
pH rarer. 5.2 - 7.0 �+�+• Z
organic matter 1.5 - 4% (by weight) W
magnesium . 35 Ib.1ac
phosphorus (phosphate - P205 75 IbJac
potassium (potash - K20) 85 IbJec Zsoluble salts not to exceed 500 pprn Z
Phosphorus Index Not to exceed 30 U
GLASS 1 RIP RAP
Alt bloretent on areas shalt have a minimum of one test, Each test strap consist of bath the standard soli test for pH
phosphorus, and potassium and additional tests of organic matter; and soluble salts. A textural analysis. is required
p pas p from the site stockpiled topsoil. If topsoil is imported, then a texture analysts shall be performed for east location
d S o O where the top soil was excavated.. Since different tabs calibrate their testing equipment differently, all testing results CLIENT:
shall come from the same testing.fact/ The NC Department of
facility. pe Agriculture (fyGQA) lab is the preferred testing John Maxwell
facilitiy. Should the pH fall out of the acceptable range, it may be modified (higher) with lime or (lower) with iron sulfate
plus sulfur. Sheetz, Inc.
d=1.5 TIMES THE MAX. DIA. IF STONE DIA.>6" PROVIDE 5700 Sixth Avenue
BUT NOT LESS THAN to". GE4TECitLE LIN@ERLINER FOR 2.Compaction Altoona, PA 16602phone: (54t1} 3•9616
4" MIN. #571lVASHEQ.STt3NE It is very important to minimize compaction of both the base of. the bloretenticm area and the required .backfill, When fax, [phone].
BEDDING MATERIAL. possible, use excavation hoes to remove original soil. If bioretention. areas are excavated using a loader, the.
contractor should use wide track or marsh track equipment, or fight equipment with turf type tires.. Use of equipment
SECTION with narrow tracks or narrow tires, rubber tires' with large lugs, or high pressor tires will reuse excessive compaction
resulting In reduced infiltration rates and is not ac�oeptable. Compaction will sfgniticantty owbibute to design failure.
Compaction can be alleviated' at the base. of the 'bioretention facility by using a primary tilting operation such as a chisel DRAWN. SAS
plow, ripper, or subOler. These tilling operations are to n*acture the soil profile through the 12 inch compaction' zone: DATE; 8/3120.11
g Substitute methods must be approved by the engineer. Rototiliers typically do not tffl deep enough to reduce the
effects of compaction from heavy equipment. Rtstotill 2 to 3' inch of sand into the base of the bioretention fadlity REVIStOI�1S:
before backfilling the optional sand: layer. Pump any ponded water before preparing (rototilling) tease, When.baclttilling # BtOCEtl POND t LABEL, 1015/2411
the topsoil Over the sand layer, first place.3 to 4 inches of t€rpsoll over ft sand, then rotothf the sandlttipsoil to date a.
( grarlatlon .zone- Backfilf the remainder of the topsoil to fatal grade. When bacldilfing the bioretention facility,. place soli
A00� ' n in lifts 12" to 18'. Do not use heavy equipment wftNn the bkmtentian basin, Heavy equlpRrent can be used around
O Oct ° a the perimeter of the basin to supply soils and sand. Grade bloretention materials with light equipment such as .a
a0d compact loader or a dozer/loader'iwith marsh tracts.
o�0 e �. o
a
CLASS 1 nQ 3. Plant Installation
A: DIA RCP Q A
o p® RIP RAP G
D �,,, Grasses and legume Areas Shall be sodded.
p¢, e: ' S a ��� o The topsoil specifications provide enough organic material to adequately .su nutrients from natural cycling, The O; -
0 d � e s try � JOB. N 10 139
°I Jq Q° A primary function of the bloretenttan structure. is W improve water quality. Adding fertilizers defeats, or at a minimums
eo SHEET TITLE:
Simpedes this goal. Only add fertilizer if wood chips or mulch. are used to amend the sod. Rotorbil urea fertilizer at a rate
.
°6P of 2 pounds per 1000 squa.re
.feet•..
4. Underdrtttrts
PLAN. STQ R��11fJ�T E F
Underdrains are to be placed on a 3-0.' wide sects of filter cloth'. Pipe is placed next, followed by the gravel bedding.
SCALE: N.T.S. LOCATION A B C The ends of underdrain pipes not terminating. in an observation well or clean out shall be capped. The main collector MANAGEMENT
pipe for underdrain systems shall be c>onsirucled at a minimum slope of t)-5%. Observation wells and/or can -out
pipes must be provided (one minimum per every 1000 square feet of surface area). Refer to chart below for Underdrairt
Perforation Specifications PLAN
5. Miscellaneous
SCALE: 1 " =30'
The bioretention facility shall not be constructed. until all contributing drainage area has been stabilized. .
SHEET NO.:
6. Other RequinNnents
An assurance that the installed. system will meet design specifi tsons. upon initial operation once the p� eat is G:3,1
FLARED END SECTION H RIP � DI I ATORcomplete the ere drainage area, is stabilized. _
STIMMEL ASSOCIATES, PA,
SJ.�

.. ., .•.r.! n .!.1,. h!t ►�4 .0 -A— ..
r� fStimmel 76.
CM A
FINISHED
GRADE
FINISHED 5" 1.1
" 18"
GRADE
1"R TYP-
114"PER FOOT
ASPHALT
PAVING
NOTE: NOTE CONT. JTS: TO BE. 24" COMPACTED 24° £OMPACTED
PLACED 1! O.C. SUBGRADE TO 98% CONT. JTS. TO BE SUBGRADE TO 98%
EXPAN. JTS. TO BE PLACED GRAVEL BASE COURSE PLACED IVO;C. �
EXPAN. JTS. TO BE PLACED GRAVEL BASE COURSE
20'4.C. TYP. 20!0.C. TYP.
CURB & GUTTER (SPILL TYPE) CURB & GUTTER (CATCH TYPE)
SCAM • N TS, GENERAL CONTRACTOR TO USE SPILL TYPE OR CATCH TYPE WHERE APPROPRIATE FOR POSITIVE DRAINAGE
114" 144 PREMOLDEID BLDG-
114"TOOLED CJ TOOK BITLIMINOLIS EXPANSION � FACE
SCORING PATTERN EIS JOINT AS WOWN ON
PLAN (29 D.C. MAX)
98% 98%
COMPACTED COWAXC ED
GRADE SUBGRADE
TYP- CONTROL JOINT TYP, EXPANSION JOINT EJ AT WALL
NOTED AS CJ ON. PLAN NOTED AS EJ ON PLAN.
4 + ' $ (YARDS)
w W NOTES:
DETAIL SHOWN DEPICTS CENEWC
5JT. TO JT. WALK EXAMPLE. SCORE WALKS WITH
LIRLESS OTHERWISE CONTRATION JOINTS AS LISTED
w NOTED BELOW:
>� 5% SMOOTH FOR ALL WAItB - F JT TO JT
TROWELED
C.J, USE 1W BITUMINOUS EXPANSION JOINT
A MAX OF 28' O C AND WHENEVER
ME
rr TT
PLAN VIEW PERPENDICULAR CONCRETE WALL( MEETS FIXED
ROUGH BROOM. OBJECTS (IE. CUROS, BLDG., ETC.),
FINISFrTYP-
CONCRETE WALK
5 cs^AI r. AI T e
PAINTED SYMBOL
FOR HANDICAPPED
ACCESS (WHITE)
DIRECTION.
SEE SITE PLAN
FOR LOCATION
SEE DETAIL 3,
THIS SHEET
TOOLED EDGE -- 1W PREMOLDED BITUMINOUS
EXPANSION JOINT
STANDARD 6" CURB&GUTTER
•. ..' SEE DETA, THIS SHEET
STANDARD 4" —
CONC, WALK
COMPACTED ---
SUBGRADE
TO 981yg
21 CONC.
I irf%A I r". it
FACE OF CURB OR
EDGE OF PAVEMENT
ASPHALT PVMT. (TYP)
NOTE: HC PARKING SPACE &
N
ACCESS AISLE SHALL NOT
EXCEED 2 % SLOPE IN ANY
DIRECTION.
ALL PARKING & HC STRIPING
TO BE PAINTED WHITE OR
COLOR REQUIRED BY
LOCAL CODES. NOTIFY THE
4" WIDE PAINTED
V WIDE PAINTED OWNER IN WRITING IF LOCAL
WHITE PAVING PP.)
WHITE STRIPES CODES REQUIRE COLOR
SPACE LINES TYP,
@ 45° ANGLE (TYP,) OTHER THAN WHITE.
HANDICAP
SPACE
V
rn,irc ��rr
T-2"
N
FACE OF 4-114"
WALK
co
...�*� L i. ?.,•y j : �,!;:. µ;w.. y,.r " :ryjl �ii
9" 4000 PSI CONCRETE
4 a 0 - Cep 00 6 AGGREGATE BASE COURSE
4 O G�
SUBGRADE COMPACTED TO 95°10
STANDARD PROCTOR AND 100%o IN
THE UPPER 12"
HEAVY DUTY CONCRETE DETAIL
SALE: N. T.S.
PAINTED
SOLID
WHITE
n TYP. TRAFFIC ARROW
scve xrs.
aw,r eIn1immnnv"janCim
LECENDSORDER-GREED; iR7 SYMBOL
ON BLUE amRw, BaGOLIND•Wlif rE.
SIGN TO MEET CITY STANDARDS.
I VAN ACCESSIBLE SIGN BELOW (METAL) 318"
18" WHITE BORDER WITH A 3V GREEN.
BORDER; LEGEND IN GREEN; BACKGROLN
WHITE SIGN TO MEET LOCAL STAND,.
PENALTY SIGN BELOW (METAL) 3rWHITE
REQt1IRE©ACCES518LE BONDER, BACKGROUND -BLUE, LEGEI 3 I
RESERVED PARKING SIGN PPENALTY
AXIMUM WHITE. SIGN TO MEET LOCAL STAI+DARDS,
I V
B 25© 12"x9" SIGN ON PO T WITH T MIN.
NOTES: CLEARANCE FROM BOTTOM OF $IGN TO
1: ALL 12"x16" ACCESSIBLE siGNs (R7-8 R7-1 FINISHED GRAD, POST MUST BE SET IN
MAXIMUM R7-8D SHALL, BE MOUNTED AT 7 FEET FROM GRADE CONCRETEDIRECTLY BEHIND 110 OF
PENALTY t2 TO BOTTOM EDGE OF SIGN FACE (MUTCD). CURB..
$ 250 MOUNTING HEIGHT CAN BE REDUCED TO 5 12"
FEET IF PLACED IN AN AREA BETWEEN USE A U-TYPE FLANGED STEEL SECTION FOR
SIDEWALK ARID BUILDING FACE IN WHICH SKI POST PAINTED WHITEAPi ATTACHED
PEDESTRIANS ARE NOT EXPECTED TO USE, C
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, WITH RUSTPROOF HARDWARE
12" (MUTCID) U.S. DEPARTMENT OF TRANSPORTTATION AND NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEM
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
HANDICAP PARKING SIGNS
VN R7-8A
ACCESSIBLE 1.2W PARKING
MUTCD
NOTE:
LOCATE 6' WHEEL STOP
ON THE CENTER LINE
OF EA, PARKING SPACE.
6' LONG :CONCRETE CURB
WITH 2 #5 REBARS VERTICAL
2 #4 REBARS CONT.
ASPHALT PVMT. SEE DET.
DISABLED R7-1
PASSENGER 12"x18 r
MUT'CD LOADING
R7.8 ONLY
12"x18°
`- STEEL TUBE WITH
CONCRETE FILL
STEEL TUBE "IA. x 1/4"
THICK PAINTED SHEETZ RED
SLOPE AWAY FROM BOLLARD
AT 1/8" PER FOOT
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4" CRUSHED STONE
%0,3
coo 000 COMPACTED SUBGRADE
I— -
18, = =
CIRCLE
STEEL PIPE BOLLARD.
9
Sitimmel Associates, PA
Landscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 200
Winston Salem; NC 27101-2916
P:336,723.1W7 F:336.723.1069
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John Maxwell
Sheetz, Inc.
6700 SixM Avenue
Altoona, PA 16602
phone: [phone]
fax: [phone]
DRAWN: SAS
DATE: 8/3/2011
REVISION&
JOB. NO: 10-139
SHEET TITLE:
SITE DETAILS
SCALE: N/A
SHEET NO,:
.C111111500
(DSTII' MEL ASSOCIATES, P-A..
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" -4"x4" TUBULAR STEEL FILLED
W/CONCRETE AND CAPPED
6"
8Ax1 /2- EXP, W/CAP
SIDEWALK CONCRETE
2 1/2
7 OD
#6 0 36- Oc J sA ,
12" LONG SMOOTH
DOWEL (ONLY AT
STOREFRONT)CRUSHED STONE BASE
T" \ SECTION STOREFRONT FLUSH SIDEWALK/PAVING
Sw. N+T S
—SIDEWALK —`�
0 0
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21-6"
YELLOW
STRIPE
2'-6'
BUMPER POST DETAIL
SCUF N.i.S
FLAGPOLE
WHITEWAY "LASER 1 " -
LA1 •-1 00Q--M�---12-SP2,
208/230 MULTI TAP
BALLAST, ACCENT LIGHT
3/4" DIA. FLEXIBLE --
LIQUID -TIGHT CONDUIT
2" DIA. RIGID CONDUIT
FIN. GRADE
2 1 /2"
3/4" DIA. RIGID CONDUIT TO
BLDG. COAT CONDUIT
W/BITUMINOUS MASTIC
(PITCH) PAINTED ON BEFORE
CONCRETE IS POURED
a
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DFLAGPOLE LIGHT FOUNDATION
scuc x.0
2" DIA. RIGID CONDUIT
3/4" DIA. RIGID CONDUIT
krvwi vmRr)
NOTE:
SEE PLOT PLAN & ELEC. PLOT PLAN
FOR TYPE OF ACCENT LIGHT MOUNTING.
FLAGPOLE & LIG_HT FOUNDATION PLAN
\ � SCAlE N.iS.
*NOTE DRAWING IS FOR
2 "x 12" RIGHT HAND LAYOUT.
REVERSE FOR LEFT WAND
SOLDIER 4" ALUMINUM
COARSE CAP
BRICK
8" BLOCK
SEQNTS f��iS
CAP 25'
(CHECK LOCAL.
9 ZONING CODE
FOR HEIGHT)
BRICK J1i I
ELEVATION
.� 25'
EQ. EQ. I I
SPUN ALUMINUM BALL
(CAST ALUMINUM REVOLVING
BALL BEARING) TRUCK
•
KEYNOTES:
1 SET HALYARDS (SECOND-•
.
+
2(D
CLEAT AND HALYARD
1
HYDRAULIC MALE GREASE FITTING
AVAILABLE ON REQUEST)
S
L
2"x2"x3/16" RECTANGULAR STEEL
TUBE FRAME WITH DIAGONAL BRACING
8" DIA. SCHED. 40 STEEL. POST FILL
WITH CONCRETE
SWIVEL SNAPS BRONZE
CANE BOLTS (SEE DETAIL BELOW)
6
Q
GALA. SLEEVES (EMBEDDED IN CONC)
1 "xf" VINYL BOARD (BRONZE TO MATCH
WINDOW FRAMES)
4 :5
FOR OF
STATIONARY STEEL COLLAR WELDED TO POST
'
SEE SITE PLAN/PLOT PLAN
QUANTITY
GATES AND POSTS
STATIONARY STEEL COLLAR BOLTED TO POST
FOR POLE HEIGHT.
SEE PLOT PLAN
.
CONCRETE PAD (SEE PLOT PLAN)
EB o.N T
NOTATING STEEL COLLAR (SEE HINGE DETAIL)
A'
EEV6TIQN ■
ROTATING STEEL COLLAR
TO FIT AROUND 5" CIA,
1 CAST ALUMINUM CLEAT—.
POST (FILL CAVITY WITH
4"
HEAVY DUTY GREASE)
WELD COLLARS TO
b o
GATE: FRAME
1/4" STEEL_
M
1" NIPPLE
PLATE
WELDED
I
$ 18'
A FASTEN TO
3'TGATE AT
P.
�2 � (6) PLACES
sW 3'
4"x4" BUMPER J EPRESSED CURB
POST (TYP,) PLAN GATE AND POST
PER DETAIL "V
DUMPSTER ENCLOSURE DETAIL
Ste: N.T.S
TO PLATE
I RS
COUA
C SCREW FASTEN
BOARDS TO GATE
3/4" DIA. FRAME MEMBERS
STEEL ROD INCLUDING DIAGONAL
W/ 4" LEG BRACES
HYDRAULIC MALE GREASE
FITTING DRILL AND TAP
HOLES GRADE
CANE _QLT H I N!QE
DEJAIL FINISH ALL METAL DETAIL.
,•-, PER PAINT SPECIFICATION scorn ,•wr
DUMPSTER GATE DETAILS
Ste:- N.TS.
.NOTE:
POLE MUST
BE GROUNDED
GROUND LUG
SEAL OFF IF
NEEDED
24" DIA.--�_,,�,
SONOTUBE
C7
I
FINISHED GRADE
CONC. BASE -SEE
o DETAIL SHEET 2
I
i 4 3/4" OR 1" RIGID
CONDUIT BY ELECTRICAL
CONC, FOOTER -SEE
DETAIL SHEET 2
FLAGPOLE
METAL COLLAR
-�
FURNISHED WITH \
0
CY
OPEN FOR WIRING
Uj
—ABOVE CONC. FACE
a
TO TOP OF CONDUIT
:-
SEAL OFF IF USED
CONCRETE BASE,
EXPOSED PORTION
TO HAVE RUBBED
I
FINISH.
ro
ALL PIERS TO BE 4000 PSI
CONCRETE W/ FIBER.
POLE LIGHT DETAIL
scar: x.az
LEGEND
POLE
SLEEVE
A
B
COLLAR
BASE
HEIGI-ITSIZE
SIZE
40'
12" DIA.
48"
24" DIA.
1 fi" DIA.
35'
10" DIA.
42"
122" DIA.12"
DIA.
FLAGPOLE
SAND FILL
GRADE zv
TUBE FORM
�.
CAULK
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SQUARE OFF TOP
I
1 `-O" OF FOUNDATION
A.
SONOTUBE
18" HIGH
SAND FILL
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II
_A
Aa
14
.. TREATED LUMBER
-WEDGE (TYP,)
ICAST
-IN PLACE
CONCRETE
I
LIGHTNING RODS, BASE
PLATES AND CORRUGATED
METAL SLEEVE FURNISHED
I
WITH FLAGPOLE
FLAG POLE DETAIL
d'•M N.T.S.
0
1
1 FLAG POLE FOUNDATION
sMu: u.cs
NOTE: ALL DETAILS SHOWN ON THIS SHEET THERE PROVIDED BY
SHEETZ, INC. STIMMEL ASSOCIATES MAKES NO CLAIMS THAT
ANY OF THESE DETAILS SHOWN MEET LOCAL, STATE OR
FEDERAL DESIGN STANDARDS. STIMMEL ASSOCIATES DOES
NOT GUARANTEE THE DESIGN NOR THE CONSTRUCTABILTY
OF THESE SITE DETAILS.
� stim.mel.
Stimmei Associates, PA
Landscape Architecture
Cavil Engineering
Land. Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
P: 336.723.1067 F: 336,723.1069
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CLIENT:
John. Maxwell.
Sheetz, Inc.
5700 Sixth Average
Altagna, PA 16602
phone: [phone]
fax: [phone]
DRAWN:
SAS
DATE:
REVISIONS:
JOB. NO:
14-139
SHEET TITLE:
—
SITE
DETAILS
SCALE: T NIA
SHEET NO.;
C-5 a.1
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3-KRG.
BIOCELL PLANTING (BOTTOM OF E31QCEtL= 0.13 ACRES
�\ �\ MIN. REQUIREMENTS- INCORPORATE 1 TREE SPECIES. 3 SHRUB SPECIES & 3 HERBACEOUS co
\ti SPECIES WITH A MIN. PLANTING DENSITY OF 400/STEMS/ACRE S 1 EMS(PLANTsj
$-SIB
w • 4 PLANT MATERIAL PROVIDED: 4 TREES, . .
45.SHRUBS & 137 HERBACEOUS PLANTS
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PLANT LIST
Trees
LOCATION MAP: NOT TOSME
MOUNTAIN VIEW ROAD
f
i
f
5 BIORETENTION CELL SPECIAL CONDITIONS.
Landscape Contractor to:
i 1. Plant Materials for Bloretention must meet all NCDENR Ston7twater BMP Manual
requirements and are specified in accordance with these recommendations.
2. Bioretention Cells are not to be too densely planted to allow for exposure to sunlight and
proper storm water filtration.
3. Installed Plant Sized should be not less than 2.5" caliper diameter at breast height for trees,
3-gallon for shrubs and 1-quart for herbaceous plants.
4. For optimum survival, trees within the Bioretention media should be platted with the top of
the root tall partially out of the media (8-10"on average).
5, A one time, initial application of fertilizer is allowable to help establish plant materials.
6. No herbicides or weed removal other than by hand. Is allowed in the Sioretentlon area.
7. Mulch shall be double Wedded hardwood, free of weeds. and debris.
8. Review Maintenance Requirements relative to Monthly Inspections, 2 year warranty of plant
materials with replacements due at end of year 1 and year 2, watering schedule,etc.
CODE
Count
COMMON NAME
BOTANICAL_NAME CALIPER HEGHT
-
SPREAD
SPACING
COMMENTS
ERB
4
Eastem�Redbud
Cords canaden*. 2' AAin. &10'
—
BB, Spednw, Pink Flowers
Shrubs _
CODE
Count
COMMON -NAME
BOTANICAL -NAME
CALIPER
HEIGHT
SPREAD
SPACING
COMMENTS
EAS
8
'Early Amett:ysf Beautybs"
Calkicarp8 dwtotma 'Early Arrrethyst
- -
18-24"
11-18*
3' o.c.
Container, Purple Rowem 8 Swr*s
KRG
22
rlGatiey Rom' Fountain s
Perniiselum orteMale `i(arley se'
=
15-18"
12 ! s
$' O.C.
Cvnta
SIB
18
'Slsamnodc' Ink rry
Ilex glabra 'Sharnrocic'
18' Mina
18-24"
3' o.C.
ntainef
VS
19
Vitor" Swee6slin
[tea vironica 'Henry's Gamer
24' Min.
1$-24'
4` o.a.
Container, White F7owa`s
Glroundcovers / Perennials
CODE
COUNT
COMMON -NAME
BOTANICAL_NAME;
CALIPER
HEIGHT
SPREAD
SPACING
COMMENTS
CRX
62
Biuo
7camxllaoca
Full
Fuil
ie•o.c.
0"kw.
RuD
25
8ta*- -yed Susan
Rudbe" Ntgida'Gokisturm'
-
Fup
-FU—N
fir o.e.
Conte , 3-5il s
PC
28
Prime Coneftovw
Echlr:am punium
--
F,—A
FCA
I8` o.c.
Z&ii nW 3-bbs
0 20 40
SCALE: 1'= 20'
.!
Stimmel
St#mmel Associates, PA
Landscape Architecture
Civil Engineering
Land Planning
601. N. Trade Street Suite 200
Winston Salem, NC 27101-2916
P:336.723.1067 F:336.723.1069.
SEALS -
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PRPJECT;
CLIENT.
John Maxwell
Sheetz, Inc.
5700 Sixth Avenue
Altoona, PA 16602
phone: [phone]
fax: [phone]
DRAWN: - SAS
DATE: 8/3i2011
REVISIONS: .
JOB, NO: 10-139
SHEET TITLE: _
BIOCELL AREA
LANDKI11%E
PLAN
SCALE: 1 rr�heu
SKEET NO.: +3ti
L. l ■ 2
STIMMEL.. ASSOCIATES, P.A.
-T'
.11 !,

LANDSCAPE WORK SPECIFICATIONS:
PART 1 -- GENERAL.
DESCRIPTION OF WORK,.
Extent of landscape work includes furnishing all materials, equipment and labor
necessary for preparation of final subgrades in planting areas; distribution/ application
of topsoil: soil treatment; planting of trees and shrubs; protection/
maintenance/guarantee/replacement of plants; related items required to complete work
indicated on drawings and specifications. (See Landscape Plan.)
GUARANTEE;
Guarantee trees/shrubs/lawn/grass for period of one year L€fte.r
date of acceptance,
against defects including death and unsatisfactory growth, except for defects resulting
from neglect by Owner, abuse/damage by others, or unusuo# phenomena/incidents
which are beyond landscape i.nstoller's control.
Remove/repioce trees, shrubs, grass or other plants found to be dead or in
unhealthy condition during warranty period- Make replacements during growth season
following end of warranty period. replace trees/shrubs which are in doubtful condition
at end ofwarranty period, unless, in opinion? of Landscape Architect, it is advisable.. to
extend warranty period for a full -growing season.
Another inspection will be conducted at end of extended warranty period, if any, to
determine acceptance/rejection_ Only one replacement w41 be. required at end of
guarantee period, except for losses/replacements due to failure to comply with specified
requirements.
INDUSTRY STANDARDS:
Some products and execution are specified in this Section by reference to published
specifications or standards of the following (with respective abbreviations used).
Reference is to the latest edition of the standard referenced.
The American Society. for Testing and Materials (ASTM)
Association of Official Agricultural Chemists (AOAC)
American Associations of Nurserymen (AAN)
U.S. Department of Agriculture (USDA)
SUBMITTALS:
Substitutions shall not be considered unless it can be reasonably demonstroted that
material specified is or shall be unavailable within 500 mites of the site of the work at
the time of installation. Landscape Architect shall authorize the nearest equivalent
obtainable size/variety of plant havang some essential characteristics with equitable
adjustment of contract price_ Unit price of substituted item shall not exceed bid item
being replaced, All submittal requests are to be made in writing.
Certificates: All material whose transportation requires inspection and/car certification
by any governmental agency shaft be accompanied by copies of certification or
inspection which sholl be given to a selected representative at the site at the time of
delivery.
Soil PH Testing: Landscape contractor to submit a sail sample to test the current
PH Level, once beds are defined and prior to any planting. The PH Level must be
(5<8--6,2) and approved by the Landscape Architect prior to any plant installation.
QUALITY ASSURANCE:
General: Ship landscape materials covered and with certificates of inspection required
by governing out horities- Comply with regulations applicable to landscape materials All
plant material must be "nursery grown'. All plant material collected from naturalized
areas will be rejected,
Soil Ph: Landscape Contractor to submit a .soil sample, once beds are amended and
prior to planting. The Ph must be correct and checked by Landscape Architect prior
to any planting.
Topsoil: Provide topsoil of a type that is in compliance with Part 2 Products of
this section.
*Plant Llat: List of plants as shown on drawings (Sheets L-1 - L-2.).
Quantities: Quantities necessary to complete plantings as shown/Located on drawings
Shall be furnished_ Quantities shown in Iist are for convenience of contractors and
believed to be substantially, correct, but occlarocy of quantities in tint is not guaranteed,
Trees and Shrubs: Provide trees and shrubs grown in a recognized nursery in
accordance with good horticulturaN practice. Provide healthy, vigorous stock free of
disease, insects, eggs, larvae, and defects such as knots, sun -scald, injuries, abrasions,
or disfigurement, All shade trees to be 'A' grade trees (see detail below),
Sizes: Provide trees and shrubs of sizes shown or specified in Plant List, which area
minimums acceptable sizes and shall be measured before. pruning with branches in
normal position. Any necessary pruning shall be done at time of planting. Trees and.
n
shrubs of longer size may be used if acceptable to Landscape Architect, a d if sizes
of . roots or balls areincreased proportionately.
Togging Trees: Landscape Architect reserves the right to tug specimen trees (See
General Notes) at place of growth for compliance with requirements for size and quality
assurance- . Landscape Contractor to use the following nurseries for the supply of
trees:
-Shady Grove (1303-534-5683) --Select Trees (706-769-9879)
- - e Oak 7 6-637--6240
80l Springs s 770-2fi7-J19f --Lon O i7
d )
p g (
( )
- n - $ -4451
-0reen Thumb (910-426-�4587) Gilmore Plant & Bulb Co. {336 6 5 )
Inspection: Landscape Architect reserves the right to inspect trees and shrubs either
at place of growth or at site, for compliance with requirements for name, variety, size
and quality.
DELIVERY, STORAGE AND HANDLING -
Packaged Mcteriols; Deliver packaged materials in containers showing weight, anaiys s
and name of manufacturer. Protect materials from dete6orsation during delivery, and
while stored at site.
not
freshly du trees and shrubs Do
TreesShrubs Transplanted Trees: Provide A
& lay 9
p
prune! prior to delivery. Do not bend or bind --tie trees or shrubs in such manner as
to damage bark, break bmnches or destroy natural shape. Provide protective covering
during delivery. All trees, shrubs & groundcovers muds be delivered in a completely
tap a r ed nd cavexed vehicle be refused. 'c or the entire toad watt .used . ..
JOB CONDITIONS:
Utilities: Determine location of underground utilities and perform work in a manner
which will avoid possible damage. Hand excavate, as required. Maintain grade stakes
set by others untie removal is mutually agreed upon by parties concerned.
Coor'dinotton with Other Work. Plant new trees and shrubs rafter final grades are
established and prior to planting of lawns, unless otherwise acceptable to Landscape
Architect. If planting of trees and shrubs occurs after lawn work, protect lawn ar$os
and promptly repair damage to lawns resulting from planting operations.
PART 2 - PRODUCTS
Topsoil: Additional topsoil to be furnished at no cost to Owner. Topsoil to be natural,
fertile, friable soil, possessing) characteristics of representative productive soils in vicinity;
obtained from naturally well• --drained areas; not excessively acid/ alkaline nor contain
taxi-, substances harmful to plant growth: without admixture of subsoil ctnd clooned and
reasonably free from clay/lumps/stone/ stumps/roots or Similar substances 2" or more
in diameter/debris/objects which might hinder planting operations. Landscape Architect
requests topsoil by rope. Sand do Gravel of Winston-Salem, PH# [phone].
Lime: Ground limestone containing not less than 85% total carbonates to such
fineness that 509 will pass through a 100-mesh sieve and 90% will pass through a
20-mesh sieve, Use as necessary for specific plants.
Commercial fertilizer: Organic fertilizer Stay Green Nursery Special 12-6-6 or
approved equal; delivered dry/free-flowing in original unopened containers, each bearing
manufacturer's guaranteed analysis, shell conform to applicable State Fertilizer taws.
Any fertilit& which 'becomes 'co ked/damaged, making it unsuitable for use, will not be
accepted.
Pry{ --emergence Herbicide: Londscape Contractor to apply Pre -emergence Herbicides as
per manufacturer*s spe6fi.cations in all plant beds prior to final mulch application.
Sail Mix. All plant beds shall be composed of the following:
.I
1 art Existing Sot
P g
1 part Topsail
1 part Fine Bark Soil Conditioner
Solt Gondltioner Soil Conditioner shall be: small pine bark particles of 3/8" or less,
provided in prepackaged bags or approved bulk delivery. Sail Conditioner shall be
provided by Pioneer Southern: P.O. Box 706, Suffolk, VA 23434; 1=-Bob-552-82D0; or
:approved equal.
Mulch: Contractor shall supply/place clean pine straw or pine bark (mulch type to
match phase one plantings) 3" depth moistened at time of application to prevent wind
dlsplacement; bed mulched instead of pit mulched. Ail cones to be removed.
Water; Furnished by Owner, suitable for irrigation and free from ingredients harmful to
plant. life.
Materials for Staking Trees: Contractor shall place stakes of sound new hardwood.,
treated softwood or redwood, free of knot holes/defects, Provide wire ties/guys of
2-strand twisted. pliable., #2-12 gage, galvanized iron wire, zinc -coated turnbuckles.
Provide not less than 1 /2" hose, cut to required lengths to protect tree trunks from
damage..
PART 3 - EXECUTION
PLANTING:
Layout: Location for ptants/outlines of areas to be planted are indicated on pion.
Where construction and utilities below. ground or overhead are encountered or where
changes hove been made in construction, necessary adjustments to be approved by
Landscape Architect.
Sail Preparation: Soil shall be as specified; be in relatively dry state and mixed
thoroughly by hand or rotary mixer. Commercial fertilizer at rate of 241/c.y. shali be.
added. All planting beds shall be coated with approved pre -emergence weed killer
according to manufacturer's specifications. Ail shrub planting areas to be bed prepared
and not just pit prepared/planted unless approved by Landscape Architect. Sail shall
be prepared minimum of one week prior to planting day,. for proper settling.
Landscape Contractor responsible for all shaping and fine grading of bermed areas.
General Contractor to provide topsoil. See Landscape Plans for locations.
Landscape Contractor responsible for all fine grading of areas to receive seeding.
For pit/trench backfill, mix planting soil prior to backfilling and stockpile at site.
For planting beds, mix planting soil thoroughly prior to planting or apply on surface
of topsoil,
For plant beds against building foundations, soli mix shall be mixed thoroughly prior
to placement. Prevent time from contacting roots of acid -loving plants. Prepare soil
mix as specified to minimum depth of 6' below. largest shrub root ball_
Bali/Surlopped Plantar: After final setting loosen wrappings of balled/buftopped plants
and roll wrappings back from top of boil leaving ball unbroken. Cut off excessive
amounts of burlap, remove sufficient quantity to eliminate creation of voids upon
decomposition.
Container Grown Plante: These may be applied in lieu of balled/burlopped plants if oil
other specified requirements are met; plants to have groom in container for minimum
of six months and maximum of two yearsand when delivered, have sufficient root
growth to hold. earth intact when removed from container; plants must not be root
bound. Remove container in way to prevent damage to plont/root system.
Tree Pit Sizes: Minimum diameter/depth of planting pits for balled/burlapped., bare
roots and container grown ptants shot# be 24" greater than diameter of bail/spread of
roots and trees sit directly on pit bottom to prevent settlement.
Shrubs/Groundcoven All plant beds for shrubs/groundpovers to be prepared for a total
depth of 9" and should consist of 1 part existing soil, 1 part topsoil and 1 part sail.
conditioner (see soil. mix). Till existing soil to a minimum depth of 3"; add 3". of
topsoil and till thoroughly; add 3" of pixie bark soil conditioner and till with other
amendments to a total depth of 9". Entire bed to be covered with 3" of clean pine
strow (no cones),
"Lawn -- Seeding: All unpaved cisturbed areas (or lawn to be reestablished), excluding
areas to We sodded, outsidd planting bed to be seeded with an even mixture of Rebel
II, Falcon and Jaguar fine fescues, or approved equal, at a rate of 5 6. €bs./1,000 s.f.
m
so as to produce a thick fir stand of sass. Fertilize at o rate of 10 ibs, 1,00C3
pr 9 /
SJ. with 10-10-10 slow -release fertilizer (use straw or other material to cover seed
until stable.) Apply lime according to soil test, or apply 4,000 lbs./nacre slow -release
pelletized agricultural limestone.
Seeding dates: Aug. 20 through Oct. 25 and Feb. 1 through May..
n
be planted according
All trees to d acco din to Plantin Details shown on
Setting Trees; A P g g w
Landscape Plans. Unless otherwise specified,oll trees to be planted in pits, centered,
set ors unexcavated soil to depths that finished grade level of plant after settlement
shall be same as that which Plant was grown; plant upright and faced to. give best
appearance/ relationship to adjacent structures; plant above grade 3/4" for every foot
of ball diameter_ No burlap to be pulled out from under balls;. remove platforms, wire
andsurplus binding from top/
sides of bolts, cut broken/frayed ken froYed roots; pIace comPac t
prepared soil to avoid injury to roots and fill all voids. When hole is nearly filled add
water and allow to soak away: fill hole to finished grade, allowing 4' of mulch; form
shallow saucer around each plant,
Pruning Now Plant Matedal: Remove dead/broken branches from all plant material.
Prune 911 trees/ shrubs to a branch nude and remove only as much foliage as
necessary for neat appearance while retaining
a9 natural growth habit of plant variety.
Prune away crossing limbs or water sprouts/ shoots from trees always leaving branch
collar intact (no additional stub length). Under cut larger limbs to prevent tearing of
the bark. Girdling roots of trees should be cut at this time to prevent future
problems. Make ail cuts with sharp pruning equipment, Topping of trees and wound
painting are NOT permitted. Remove trimmings from the site.
Guying Trees: All canopy trees 2„ caliper or greater shall be staked and guyed.
Landscape Contractor is responsible to remove all stakes and guys at the end of the
one year Warranty period. See Planting/Staking Details,
Mulching: Tress/shrubs shall be mulched immediately rafter planting with 3" depth of
pine strew. Prevent wind &splo:cement of mulch by thoroughly wetting down;.
Excess Excavated Sail•
To be disposed of by Contractor at no additional expense to Owner.
lii AINTENAiKE:
Begin immediately after planting. Maintain trees/shrubs/other plants until final
acceptance.: Maintain trees/shrubs/other plants by pruning, cultivating, weeding as
required for healthy growth. Restore planting saucers, tighten/repair stake and guy
supports and reset tress/shrubs to proper grades/vertical position as required.
Restore/replace damaged wrappings. Spray as required to keep trees/shrubs free of
insects/disease.
CLEANUP AND PROTECTION:
During landscape work keep pavements clean, work area in orderly condition; protect
work/moterials from damage due to landscape operations, operations by other
contractors/trodes/trespassers. Maintain protection during installation/maintenance
periods. Treat/repair/replace dornaged landscape work as directed,
44SPECTION!:
See "Landscape Construction Sequence" on Landscape Plans. When landscape work
is complete, including maintenance, Landscape Architect will, upon request, make
inspection to determine acceptability. Landscape work may be inspected for acceptance
in parts agreeable to Landscape Architect, provided work offered for inspection is
complete, including maintenance. Where inspected landscape work does not comply with
requirements, replace rejected work, continue specified maintenance until reinspected. by
Landscape Architect and found to be occeptable, Remove rejected plants/materials
promptly from project site.
SPECIAL CONDITIONS:
1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING A "SITE ACCEPTANCE
INSPECTION" WITH THE OWNER, GENERAL CONTRACTOR AND ARCHITECT PRIOR TO START
OF CONSTRUCTION.
2. LANDSCAPE CONTRACTOR TO SUBMIT A SOIL SAMPLE. ONCE BEDS ARE AMENDED AND
PRIOR TO PLANTING. THE Ph MUST BE CORRECT AND CHECKED BY LANDSCAPE ARCHITECT.
PRIOR TO ANY PLANTING_
3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING: TOPSOIL IN TRAFFIC
ISLANDS SO THERE IS A CROWN OF 10-12" AT THE CENTER OF EACH ISLAND
*4. ALL CANOPY TREES 2" CALIPER OR GREATER SHALL BE STAKED AND GUYED,
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL STAKES AND GUYS AT THE END
t7F THE ONE YEAR WARRANTY PERIOD.
*5. ALL CRAPE MYRTLES TO HAVE MULTIPLE TRUNKS (MIN 3 EACH) AND BE LIMBED UP
A MIN. OF 3.0.' ALL ELMS -HEIGHT OF FIRST BRANCHES TO BE 5-6'
ABOVE GROUND.
6. SQIL MIX FOR ALL PERENNIAL AREAS TO BE. 6" THICK "METRO. -Mix" FROM SOUTHERN
AGRICULTURAL INSECTICIDE, BOONE, NC (1-800•-477-8843) OR APPROVED OTHER.
*7. ALL PERENNIAL AREAS TO BE. MULCHED WITH MINI--PiNE BARK NUGGETS. PLANT
BEDS AT PUBLIC DOORS TO BE MULCHED WITH MtNI-PINE BARK NUGGETS.
GENERAL LANDSCAPE NOTES.
LANDSCAPE CC7NT17ACTOR _ TCi:
1, FOLLOW LANDSCAPE CONSTRUCTION SEQUENCE.
2, CONTACT GENERAL CONTRACTOR PRIOR TO SUBMITTING BID TO VERIFY ANY PHASING
OF PLANTING AREAS.
3. FINE GRADE ALL GRASS AND PLANTING AREAS DISTURBED DURING CONSTRUCTION.
REMOVE FROM SITE ALL TEMPORARY SEEDING/STABILIZATION, STONES, GRAVEL AND ALL
EXTRANEOUS DEBRIS INCLUDING ROOTS AND LIMBS PRIOR TO SODDING/SEEDING, WHEN
FINE GRADING INSURE THAT POSITIVE DRAINAGE IS OCCURRING.
4. TILL AND AMEND ALL PLANT BEDS AS REQUIRED IN SPECIFICATIONS. APPLY
PREP -EMERGENCE HERBICIDES PER MANUFACTURER'S SPECIFICATIONS IN ALL PLANT BEDS
PRIOR TO ANY PLANTING. COVER ENTIRE BED WITH A 3" MIN, CLEAN MULCH
IMMEDIATELY AFTER PLANTING. SITE MULCH TO BE CLEAN PINE STRAW MULCH EXCEPT
FOR PLANT BEDS AT THE PUBLIC DOORS --USE MINI -PINE BARK NUGGETS.
5. BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DEBRIS OR POOR
SOILS. REMA€KING IN PARKING LOT ISLANDS AFTER GENERAL CONSTRUCTION AND PRIOR
TO PLANTING.
6. VERIFY ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT
MATERIALS. UTILITIES SMOWN ON PLAN ARE FOR REFERENCE ONLY AND MAY NOT BE ALL
INCLUSIVE. SEE GENERAL CONTRACTOR FOR AS -BUILT DRAWINGS FOR ALL UNDERGROUND
UTILITIES,
7, PROVIDE 3' DIAMETER MULCH RINGS FOR ALL TREES IN GRASS AREAS.
B. INSURE THAT ALL TREE MULCH RINGS ARE A MINIMUM OF 2.0' FROM THEt EDGES
OF SHRUB BEDS AND CURBS,
9. NEATLY EDGE ALL PLANT BED/GRASS BORDERS WITH A STRAIGHT
"V"-CUT. EDGE.
10, INSURE ALL TREES OF SAME VARIETY MATCH IN SHAPE AND SIZE WHERE THEY ARE
TO BE INSTALLED IN GROUPS, ROWS OR AS STREET TREES.
11, OBTAIN AUTHORIZATION PRIOR TO ANY CHANGES OF PLANT LOCATION DUE TO
UTILITIES OR OTHER FACTORS.
12. PROTECT ALL EXISTING STRUCTURES 0E. CURB AND GUTTER, PAVEMENT, ETC.)
DURING INSTALLATION. OF LARGE TREES AND OTHER PLANTS.
13. PRIOR TO SEEDING, VERIFY THAT ALL TRENCHING AND OTHER LAND DISTURBING
ACTIVITIES WITHIN AREAS TO BE SEEDED HAVE BEEN COMPLETED,
LANDSCAPE
CONSTRUCTION SEQUENCE:
LANDSCAPE CONTRACTOR TO:
TO
1. VISIT SITE AFTER AUTHORIZATION BY GENERAL CONTRACTOR BEGIN, AND
ACCEPT/REJECT CONDITION OF .SITE PRIOR TO ANY PLANTING_
2. STAKE AND TILL ENTIRE PLANT BEDS AND INCLUDE FERTILIZER, PRE -EMERGENCE
HERBICIDES AND SOIL MIX PER SPECIFICATIONS.
3. TRANSPORT ALL PLANTS TO SITE COVERED. ANY PLANTS [DAMAGED DURING OR
PRIOR TO SHIPPING TO THE SITE WILL NOT BE ACCEPTED.
4, CONTACT ARCHITECT FOR APPROVAL/DENIAL OF ALL PLANT BEDS AND PLANT STOCK
PRIOR TO INSTALLATION.
5. PROCEED ACCORDING TO PLANTING PLAN UPON APPROVAL BY ARCHITECT OF PLA �
AND PLANT RED STAKING AND PREPARATION.
APPROVAL R
6. CONTACT ARCHITECT, UPON. COMPLETION OF WORK, FOR FINAL A OVAL OF WORK.
7. MAKE NECESSARY ADJUSTMENTS FOR APPROVAL. LANDSCAPE CONTRACTOR
RESPONSIBLE FOR CONTACTING THE G.C. TO SET A MEETING TO REVIEW THE PUNCH
ITEMS.
8. MAINTANN ALL PLANT MATERIAL ACCORDING TO SPECIFICATIONS/WARRANTY-
9. IMMEDIATELY REMOVE/REPLACE ANY DEAD OR DYING PLANTS DURING WARRANTY
PERIOD.
PERMANENT SEEDING,
ALL UNPAVED DISTURBED AREAS {OR LAWN TO BE REESTABLISHED) OUTSIDE PL
ANTING
BED TO BE SEEDED WITH AN EVEN MIXTURE OF REBEL It, FALCON AND JAGUAR FINE
FESCUES, OR APPROVED EQUAL, AT A RATE OF 5-6 LBS./1=0 S.F_ SO AS TO PRODUCE
A THICK, FiRM STAND OF GRASS. FERTILIZE AT A RATE OF 10 LDS./1,000 S.F. WiTH
10-10-10 SLOW -RELEASE FERTILIZER (USE STRAW AND ASPHALT EMULSION TO COVER
SEED UNTIL STABLE.) APPLY LIME ACCORDING TO SOIL TEST. OR APPLY 4,000 LBS-/ACRE
SLOW -RELEASE PELLETIZED AGRICULTURAL LIMESTONE.
SEEDING DATES_ AUG. 20 THROUGH OCT. 25 AND FEE. I THROUGH MAY.
SEEDBED PREPARATION:
1. REMOVE ANY UNDESIRABLE GROUND COVERS INCLUDING ANY TEMPORARY SEEDING.
2. RIP THE AREA TO BE SEEDED TO A MIN. DEPTH. OF 4"-6."
3. REMOVE ALL LOOSE ROCKS, ROOTS, ETC_ LEAVING SURFACE SMOOTH AND UNIFORM
4. APPLY SEED, AGRICULTURAL LIME, AND FERTILIZER UNIFORMLY AND MIX WITH THE
SOIL.
5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SOIL MIX (SEE SPECS.):
ONE PART EXISTING 501L T ^
ONE PART TOPSOIL
ONE PART PINE BARK SOIL CONDITIONER
PLANTING BED DEPTH TO BE A MINIMUM OF 9"
SOIL PREPARATION:
1. PREPARE ALL SHRUB BEDS TO A TOTAL DEPTH OF 9."
2. TILL EXISTING SUBSURFACE SOIL TO A MINIMUM 3" DEPTH,
3. ADD 3" OF TOPSOIL AND TILL WITH EXISTING SOIL.
4. ADD 3" OF PINE BARK SOIL CONDITIONER AND TILL THOROUGHLY WITH OTHER
AMENDMENTS.
TEMPORARY SEEDING
1 CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4. INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP AREAS TO BE SEEDED TO A 6 INCH DEPTH_
3. REMOVE ALL ROCKS, ROOTS AND OBSTRUCTIONS LEAVING SURFACES REASONABLY SMOOTH
AND UNIFORM.
4, APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL (SEE * BELOW)-
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4-6 INCHES DEEP.
6_ SEED ON.A FRESHLY PREPARED SEEDBED AND COVER. SEED LIGHTLY.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN THE
PLANTING SEASON IF POSSIBLE, IF GRASS STAND SHOULD BE OVER 60
REESTABLISH FOLLOWING ORIGINAL LIME,. FERTILIZER AND SEEDING RATES.
9. CONSULT EROSION CONTROL INSPECTOR ON MAINTENANCE, TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: FERTILIZER 10-10-10 - 1.000 LBS. / ACRE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW / ACRE
ANCHOR - TACK WITH LIQUID ASPHALT 0. 400 GAL / ACRE OR
EMULSIFIED ASPHALT 9 400. GAL / ACRE
PLANTS & MIXTURE'= PONTING RATEVACRE PLANTING DATES
RYE (GRAIN) & 120 LBS/ACRE JAN. 1 - MAY 1
ANNUAL LESPEDEZA 5G L5S/ACRE
(KOBE)
GERMAN MILLET OR 40 LBS/ACRE MAY. 1 - AUG- 15
SUDANGRASS 50 LBS/ACRE
RYE (GRAIN) 120 LBS/ACRE AUG. 15 - DEC. 30
IRRIGATION NOTES:
L.C. TO VISIT THE SITE AND VERIFY WITH G.C. LOCATIONS FOR ALL IRRIGATION
SLEEVES DURING GRADING PHASE OF WORK.
INFORM THE GENERAL CONTRACTOR, AT THE TIME OF BIDDtNG, THE SIZE OF
WATER DETER REQUIRED FOR THE SYSTEM. VERIFY WHOSE BUDGET IS RESPONSIBLE
LAN[3 CAPE CONTRACTOR TO:
SUBMIT AN IRRIGATION PLAN TO GENERAL CONTRACTOR AND LANDSCAPE
ARCHITECT FOR APPROVAL 4 WEEKS PRIOR TO INSTALLATION.
INSTALL AN IRRIGATION SYSTEM FOR THIS SITE THAT WILL PROVIDE 100%
COVERAGE WITHIN SCHEDULED AREAS AS SHOWN ON PLANS BY LOCATING HEADS AS
RECOMMENDED EY THE MANUFACTURER. NO THROW IS PERMITTED OVER WALKS,
INCLUDE 1N THE BID THE COST FOR A WATER METER AND RACK FLOW
PREVENTER PER CITY STANDARDS.
SLEEVING SHOULD BE PLACED 12-18" BELOW WALKS AND 30" UNDER
VEHICULAR SURFACE. AREAS.
ZONE GRASS AND PLANT
BEDS SEPARATELY.
IN PLANT BEDS, INSTALL A DRIP SYSTEM USING SOLID DRIP PIPE AND
PRESSURE COMPENSATING EMITTERS. EMITTERS TO BE PLACED ON THE ROOTBALLS.
T S APCE DRIP PIPE DOWN WITH A SOD STAPLE OR APPROVE
D EQUAL 2' O.C_
INSTALL THE NUMBER OF EMITTERS PER PLANT BASED ON PLANT SIZE.
IN ANNUAL AREAS ONLY,. iNSTALL 12" 'POP-UP' SPRAY HEADS_
SPACE ALL IRRIGATION HEAD EAD MIN 2 FROM HARD SURFACES.
PROVIDE OPERATIONAL MANUAL(S) AND AN INSTRUCTION SESSION W/ THE
OWNER'S REPRESENTATIVE UPON COMPLETION. OF THE PROJECT.
INFORM THE GENERAL CONTRACTOR, AT THE TIME OF BIDDING, THE SIZE OF
WATER. METER REQUIRED FOR THE SYSTEM.,
INCLUDE THE FOLLOWING:
1. IRRIGATION LAYOUT PLAN
A. SIZE AND LOCATION OF ALL IRRIGATION LINES.
B. TYPE AND LOCATION OF HEADS.
C_ SPRAY PATTERNS.
D. LOCATION OF DRIP IRRIGATION,
E_ SLEEVING (LOCATION, S17E AND APPROPRIATE FIELD MARKINGS FOR
DURING . LANDSCAPE INSTALLATION COORD, W/ G.C.)
2. ITEMIZED MATERIALS LIST GIVING:
A. MANUFACTURER
B. SIZE (IE. DIAMETER OF LINES, NUMBER OF ZONES, ETC.)
C. INSTALLED COST
D. ALL QUANTITIES
3. MATERIALS LIST TO INCLUDE:
A, BACK FLOW PREVENTER (SIZE AND PRICE)
Id. EXTERNAL TIME CLOCK (WATER TIGHT AND LOCKING)
C. RAIN GAUGE AND BYPASS SWITCH.
D. METER SIZE, BACK FLOW PRE VENTER AND TAP TEES.
E. IRRIGATION CONTROLLER WITH A MIN. OF 3 INDEPENDENT PROGRAMS
WITH MULTIPLE START TIMES,
F. VALVE. BOXES: FOR SINGLE VALVE 10" MIN, BOX,
FOR MULTIPLE OR DRIP VALVES 1.2"x18" MIN. BOX.
NO IRRIGATION HEADS ARE TO BE INSTALLED IN R.O.W.
NO SPRAY TO BE DIRECTED ONTO PAVED OR BUILDING SURFACES
ALL SYSTEMS MUST. INCLUDE A RAIN GAUGE SENSOR.
i EM17M CONTAINER OR WRAPPING, EXCEPT
BURLAP, COWLMLY FROM SHRUB, REMOVE
BURLAP FROM TOP,
SHRUBS IN BEDS SHALL HAVE El+iT1RE BED
PREPARED RATHER THAN INDWI
PLANT HOLES.
SOIL BACKFILL MIXTURE
SEE.SPECIRCATIONS
AWACeW LAYM
OR PAV€ME n
$ET TOP OF SALL 1-r ABOVE
FINISHED GRAM.
_.. � W L: ',H
4'' l'a.
SHRUB PLATING DETAIL-
� SCALE
3' MULCH
PLANT IWD
SHOVEL CUT PLANTING BED
EWE 3' DEEP SO TWAT LAiNNa
OR PAVEMENT WILL RETAIN
MULCH
SPECIFIED SOIL MixTLWE
-EXISTING SUBGRADE
MULCH EDGE LAWN OR PAVEMENT
NO SCALE
W
ka
'A' GRADE TREE WITH W GRADE TREE WITH
STRAIGHT, MAIN LEADER 2 OR MORE LEAMM,
THUS, A'Y` FORK
ACCEPTABLE UNACCEPTABLE
'A' AND W GRADE TREES
ii!LE.YF._
PRUNE_ DEAD MM 114M&GEa UWM As NECU"AY
2 PIECES RMYED RUBBER HOSE
4' {KILCH. Oo NOT LEAVE SOL ON &M.AP.
ALL SYNTHEM STRAPS. &N=MO TWINE ..
SHALL Be REMOVED FROM 14 TO 14 OF.
THE Tap OF THE ROOT BALL Ar V ALL ROPES OFF
WIRES SHALL BE RFMOYED FROM TW PLAWS
TF110W OR GROVIN. - _+F
SOIL BAWLL WXT VW SF# sMCIFt;AT10N8
BALLS GREATER THAN z DiWETM SHALL /
Srr ON MOUND OF UNDISTURBED SOIL TO ON=/
PREVENT SETM"G. - - - ,
TREE PLANTING DETAIL
FOR TREES 1" THRU 3 112"' CAL.
NO SCALE
PRUNE DEAD AM DAMAGED LAM AS WCE9 WY
3 PIECES RMWORC D RUBBER 00SE.-
NO. 12 GUAGE GALYANOM WW,
2.x 2 x.9' TREATED STANCE
HOLEDkAMETER FOR HALL UPTO T
SK%Ja BE TWICE BALL D M'NETER
HOLE FOR aALI 2' AHD GREATER
BHALL HE 2' LVW3ER TW W BAIL
SCAWFY EDGES OF TREE PTT
3 NO. 12 GUALA£ GALYANmo wF E
C MULCH. Do NOT LEAVE 9000N 13Lft P. - - P08fn0NED AT 12aDEGREESAROUND
THE TREE.
ALL SYWHETIc STRAPS, BANDS AND TWINE
SHALL BE REMOVED FROM sa To W OF -
THE TOP OF THE ROOT BALL AND ALL ROPES OR ,/ 3. r x 2" X T TRF_AATa~D STANCE.
WIRE$ SkiALL SE REMOVED FROM THE PLANTS .;
TRUWDR CRaWN.
SCAR€FY ALL EDMS OF TREE PIT
SOIL BAC KA" wXTURF_ SEE WEC*1CAT'N)NS. . .
BA" GREATER THAN T [NAAETE R SHALL HOLE OIAMETM FOR BALL BI•Lpi,L W
W ON MOUND OF UNDISTURBED poll TO TWICE BALL Di6V&- FR.
PREVENT SEMWG. MAN .
TREE PLANTING DETAIL
FOR SMALL TREES WITH A LOW BRANCHING HABIT
NO SCALE
Ste
immel
5timmei Associates., PA
Landscape Architecture
Civil FEngineel ing
Land Planning
601 N, Trade. Street Suite. 200
Winston. Satern, NC 27101-2916
P:336.723.1067 F:336.723.1069
SEALS; ����{t{t{tiri��ra
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CLIENT:
Jahn Maxwell
Sheetz, inc.
5700 Sixth Avenue
Altoona, PA 16602
phone: [phone]
fax: [phone]
DRAWN:
SAS -
DATE:
7/2912011
REVISIONS:
.JOB. NO:
10-139
SHEET TITLE:
LANDSCAPE
SPECS, NOTES
& DETAILS
SCAM: NTS
SHEET NOT
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STIMMEL ASSOCIATES, PA.