SW4111201_APPROVED PLANS_20120106

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

--i_A_ �1.� ti u, iS+B';-_1.1'_�� 1i iS LSi'.':?iF�1 _.
Interstate 40
Stimmel
Glen Hi R in
0
c v
0
c`
Dell Bfvd.
high SITE e°gecock R Stimmel Associates, PA .�
,o FTemple School d Landscape Architecture ::xi
''t Civil Engineering
Ra
Land Planning
E E r
601 N. Trade Street Suite 200
Winslow Salem, NC 27101-2916
r ® P:336.723.1067 F:336,723,1069
nSalem North Carolina SEALS:V1�insto
a �
VICINITY MAP
N.T.S
NCBEES CERT. NO.. C-4347
I�
.S 7% �%
♦
r I
f
SEAL. _
1498 '
r
,„{,"
/
PROJECT:
/7,
-4-
f
� 1
DRAWING INDEX:
C-0.00 COVER
C-2.01 OVERALL SITE PLAN i f • ' 11r'
C-2.02 NORTHERN SITE PLAN ! '
C-2.03 SO
UTHERN SITE PLAN _ 1 r! 1 r I� i 0
C-2.04 CONCRETE PAVING JOINTING PLAN !
C-3.01 OVERALL PHASE 1 GRADING AND EROSION CONTROL PLAN
C-3.02 NORTHERN PHASE 1 EROSION CONTROL PLAN 1
0
2 1
C--3.03 SOUTHERN PHASE 1 EROSION CONTROL PLAN
-3.04 SEDIMENT BASIN ENLARGED PLAN ! r � # ; !1 � + �
C ' J
C-3.05 OVERALL PHASE 2 GRADING, DRAINAGE AND EROSION CONTROL PLAN I ' III � I
C-3.06 NORTHERN PHASE 2 GRADING, DRAINAGE AND EROSION CONTROL PLAN 1
C-3.07 SOUTHERN PHASE 2 GRADING,
NG DRAINAGE AND EROSION CONTROL PLAN' ' ►�
C-5.01 WET DETENTION POND PLAN -' - _ !
POND PROFILE ! ' V
C 5.02 WET DETENTION P r r � � '
C--5.03 SPILLWAY STRUCTURE DETAILS I Z
C-5.04 MISC POND DETAILS ' v' • 11*2
1C-5.05 MISC POND DETAILS'1
C-5.06 MISC POND DETAILS f I r ~
C-5.07 POND SPECIFICATIONS `�_�_ �: rf �1� r'
EROSION CONTROL DETAILS
C-7.01 ER
C-7.02 EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
C-7.04 STORM DETAILS r ..
C-7.05 SITE DETAILS 1
L-1.01 OVERALL LANDSCAPE PLAN , \ _ _ _ _ _ �1� �• /d / f I
L-1.02 SOUTHERN LANDSCAPE PLAN \` 55---- 55 55-- s5 =� 1, ~�.. '/ "-� LU
L--1.03 NORTHERN LANDSCAPE PLAN r \� `�-a,��, _ \\ �,�� / r
L-1.04 SWM POND LANDSCAPE PLAN - - LU
.01 NOTES SPECS AND DETAILS
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
' \►
NEW KINGSTOWN, PA 17072
(717) 21412QQ
[e-mail]
1 DRAWN: BMH
DATE: 11 /17/11
. ` ` . 1 ,- , :. ,: t r. • REVISIONS:
�\
4�k111'7,,X Ilc�,z
JOB. NO: 11-178
North SHEET TITLE:
� 5 ,
COVER
DISCLAIMER SCALE: NTS
THE BOUNDARY & TOPOGRAPHIC INFORMATION BEFORE YOU DIG ! SWEET NO.:
HEREIN IS FROM SURVEY INFORMATION SUPPLIED BY
LAND SURVEYING do DESIGN. P.C., PROFESSIONAL CALL 1-800--632--4949
LAND SURVEYORS. CIIIIIIIIII10000
N.C. ONE -CALL CENTER
OFFSITE TOPOGRAPHIC INFORMATION TAKEN FROM IT'S THE LAW
WINSTON SALEM GIS. Q STIMMEL ASSOCIATES, P.A.
77 7T�It.l.1 ;ii.�. ����i Ti��•�` a�..�1rJ F�t.
" t„� �+r Fi � { 5 , �� t � s',' i� •'��� r !i

PROPOSED
SEPTIC FIELD
I (DESIGN BY
t OTHERS)
r
1
1
r
1
-
1
1
t
1
PROPOSEO
1 OFFICE
I PIN: 6864--53-5087.00 BUILDING
DELL PRODUCTS LP
ONE DELL WAY RR1-35
1 ROUND ROCK TX 78682
1 ZONED: LI-S I
r
f
r
r
1 1 I1 l
rrr I
1 � .
1
GRAVEL r
-,� PARKING AREA
r Iov
1.
r r
PIN: 6864-50-4769.00 f
f CITY OF WINSTON-SALEM
PO BOX 2511
--•�+ 1 j WINSTON-SALEM NC 27102
ZONED: LI-S r :
r ',
LIJ
CL
W %
1 PROPOSED WET
DETENTION POND
�__ 1 l 1 •1,
t , f
r ' EXISTING
SANITARY i
SEWER rL _ - - 40 SETBACK - - w
_ --�- ss---T ss----- ss----- ss----- ss----- ss----- ss----- ss----
! --- ss----- ss----- ss-- - sr`
�f 130' STREAM BUFFER r "^ - r
(P BUILT-b'RQN AREA)
-1 <\
1
f :
PIN: 6864-73-4079.00
CONCRETE DELL PRODUCTS LP
DRIVEWAY ONE DELL WAY RR1-•-35 CONTROL
ROUND ROCK TX 78682 CORNER
ZONED: LI-S N: 841866.65
E: 1666404.49 -+
6.56 '39 "E ' op
32
40' S7
/ o
N - r SITE ENTRANCE
' MONUMENT
10'x70' SITE
>� 4 TRIANGLES
• s <. v.
Zr e a s
Z ♦ aa' a'r sus �I r
a
! 4 / ♦ . S33' 14'05"WJe
1
erg61Rod =1130.00'
. °'• ♦ ♦ / EXISTING 18"
x 1
RCP CULVERT
f/1 Stu ' • y� >'x�� �. ��,
•. 1
♦ /
$� / / PROPOSED
PRIVATE
WATER LINE
3 3�
3,d : �'• -cy f Fy I I / 1
r iti a s � f I
x +"� N
CV
4
4
♦ I S 17'22'53"W
4 :� �. � H ♦ � Ch=274.71
Rad=6,030.00'
EXISTING 18" f
RCP CULVERT I
t
ALL',,TEXISTINGWATER LINE
1
o ♦ I
I O PIN: 6864-60-1896.00
TUCKER, ONEITA FRANCES 1
y
r W 3255 TEMPLE SCHOOL RD i
��}� ' ♦ ♦ I% ! r_ r WINSTON-SALEM NC 27107
(v ZONED: AG _
1
3�
♦ `0
s ♦' I ' I T 1
J :
CO '� 1 ♦ �I �/J
1 Ir
o I I co
1 'P,Ir n!
r ♦�O' 1 � I _
co
1'
0 . _ S76'-�
-flu -.* (SEE SHEET C-2.02) 3,;
PIN: 6864-50-4192.00
r
BREDA, SANDRA S I
y O 7725 SPRING HOLLOW DR r
BELEWS CREEK NC 27009 '
/ ZONED:RS20 I ,I ,
1 % I /
1 i
1
NCDOT ROW DEDICATION sJ •� f .�. _ "-mow
(50' FROM CENTERLINE)
'N16'26'42"E
F Ch=128.31'
Rad=9,970.00' ��R/` �r� ��•�
r
CITY/COUNTY BOUNDARY fir r'r� •�
- ZONING BOUNDARY
\ ft_ok� _T
aw
/r
1
r'r'r �/ •/ / �` I
- - _� •� \
EXISTING 84" \
a� CMP CULVERT \ % `�� �♦ 1
GENERAL -NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY
HIMSELF OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID.
ANY DISCREPANCY BETWEEN THE STIE AND THOSE CONDITIONS
REPRESENTED ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION
OF THE OWNER AND THE ENGINEER IMMEDIATELY.
2.ALL DIMENSIONS, RADII, AND NORTHING & EASTING COORDINATES ARE TO
BACK OF CURB, CENTER OF STRUCTURES SUCH AS INLETS, MANHOLES,
ETC., OR END OF PIPE RUNS AS APPLICABLE UNLESS NOTED OTHERWISE
ON THE PLANS.
3.THE BUILDING IS LOCATED WITH COORDINATES FOR ONE BUILDING
CORNER AND A BEARING ON ONE SIDE. THE BUILDING FOOTPRINT
SHOWN IS BASED ON INFORMATION PROVIDED BY THE ARCHITECT. FINAL
BUILDING DIMENSIONS ARE TO BE TAKEN FROM THE ARCHITECTURAL
DRAWINGS. DO NOT USE THE SITE PLAN FOR DETERMINATION OF FINAL
BUILDING DIMENSIONS.
4.ALL EXISTING UTILITIES OR STRUCTURES INDICATED ON THE DRAWINGS
ARE BASED ON AVAILABLE INFORMATION OF RECORD. THE CONTRACTOR
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE PROTECTION,
RELOCATION OR REMOVAL OF CONFLICTING EXISTING UTILITIES .AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
RESULTING FROM HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. BEFORE STARTING WORK THE CONTRACTOR
SHALL CONTACT ULOCO AT 1 (81DO) 632-4949 TO HAVE ALL EXISTING
UTILITIES LOCATED.
5.LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET OR CROSSED
BY WORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT, SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS, IF
REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OF EXISTING
UTILITIES.
6.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
7.THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES
BEFORE BEGINNING WORK ON THE PROJECT.
BALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO
THE FOLLOWING:
EROSION CONTROL - NCDENR - LAND QUALITY SECTION'S 'EROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL", AND CITY
OF GREENSBORO EROSION CONTROL STANDARDS
STORM DRAINAGE - NCDOT STANDARDS AND SPECIFICATIONS
MUR - CITY OF WINSTON-SALEM STANDARDS & SPECIFICATIONS
CONCRETE PAS - ACI 33OR-01 "GUIDE FOR DESIGN AND
CONSTRUCTION OF CONCRETE PARKING LOTS
GRAVEL PAVEMENT - NCDOT STANDARDS AND SPECIFICATIONS
IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS AND THESE
STANDARDS. THE MORE STRINGENT REQUIREMENT SHALL APPLY AS
DETERMINED BY THE ENGINEER.
9.THE SITEWORK CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS
WORK WITH THE WORK OF OTHER CONTRACTORS ON THE PROJECT TO
AVOID CONFLICT.
UTILITY NOTES:
1.1LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE BASED ON A FIELD
SURVEY, BUT SHOULD BE REGARDED AS APPROXIMATE. CONTRACTOR
SMALL FIELD VERIFY LOCATIONS AND DEPTHS AND COORDINATE
CONNECTIONS WITH PROPER AUTHORITIES. CONTACT ONE -CALL CENTER
AT 1-800-632-4949 BEFORE ANY EXCAVATION IS BEGUN.
2.THE PROJECT INVOLVES CONSTRUCTION OF BOTH PUBLIC AND PRIVATE
WATER MAIN EXTENSIONS. THE TAP OF THE EXISTING 16" WATER MAIN
AND ALL PIPING TO THE RIGHT-OF-WAY, INCLUDING THE DOMESTIC
WATER SERVICE, ARE PUBLIC AND UNDER THE JURISDICTION OF THE CITY
OF WINSTON-SALEM. PUBLIC WATER MAIN AND WATER SERVICE
CONSTRUCTION SHALL COMPLY WITH THE CITY OF WINSTON-SALEM
STANDARDS AND SPECIFICATIONS. REFER TO CITY OF WINSTON-SALEM
STANDARD NOTES ON THIS SHEET FOR OTHER REQUIREMENTS.
3.THE CONTRACTOR SHALL CONTACT THE CITY OF WINSTON-SALEM UTILITIES
DEPARTMENT PRIOR TO MAKING TAPS TO THE PUBLIC WATER SYSTEM.
4.THE PRIVATE WATER MAIN FROM THE RIGHT-OF-WAY TO THE ONSITE FIRE
HYDRANT IS PRIVATE. AND SHALL BE 6" DUCTILE IRON. THIS MAIN
SHALL BE CONSTRUCTED TO THE CITY OF WINSTON-SALEM STANDARDS
AND SPECIFICATIONS ALSO.
5.ALL WATER PIPING SHALL BE INSTALLED AT A MINIMUM BURY DEPTH OF
4 FEET (UNLESS NOTED OTHERWISE ON THE PLANS) AND SHALL HAVE
CONCRETE THRUST BLOCKING INSTALLED AT ALL BENDS, TEES AND FIRE
HYDRANTS. AT THE COMPLETION OF CONSTRUCTION, THE WATER MAIN
SHALL BE HYDROSTATICALLY TESTED AT A PRESSURE OF 200 PSI FOR
TWO HOURS. ALLOWABLE LEAKAGE SHALL BE IN ACCORDANCE WITH
Q6.A NORTH CAROLINA LICENSED UTILITY CONTRACTOR SHALL INSTALL THE
6' FIRE MAIN AND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) TO
CITY OF WINSTON-SALEM STANDARDS AND DETAIL CC-29. THE DCDA
SHALL BE INSTALLED IN AN ABOVE GROUND ENLOSURE IN ACCORDANCE
WITH CITY OF WINSTON-SALEM STANDARDS. THE CONCRETE MOUNTING
PAD FOR THE ENCLOSURE SHALL BE SET AT AN ELEVATION 6 INCHES
ABOVE THE SURROUNDING FINISHED GRADE. THE SURROUNDING AREA
SHALL BE FINE GRADED FOR POSITNE DRAINAGE. AN ELECTRIC HEAT
SOURCE SHALL BE PROVIDED FOR THE ENCLOSURE. WATER MAIN PIPING
SHALL BE DUCTILE IRON MECHANICAL JOINT WITH MEGA LUG JOINT
RESTRAINT FROM THE CONNECTION AT THE PUBLIC MAIN TO A POINT AT
LEAST 5 FEET BEYOND THE OUTLET VALVE OF THE DCDA.
TTHE DOMESTIC WATER SERVICE SHALL BE A %" METER WITH %" DOUBLE
CHECK VALVE IN ACCORDANCE WITH CITY OF WINSTON-SALEM STANDARD
DETAIL CC-4. THE WATER SERIVCE LINE FROM THE METER TO THE
BUILDING SHALL BE 1 INCH SCHEDDLE 40 PVC INSTALLED AT A MINIMUM
BURY DEPTH OF 4 FEET, THE WATER SERVICE PIPING SHALL BE
INSTALLED IN ACCORANCE WITH THE NORTH CAROLINA STATE PLUMBING
CODE.
8.SEWER SERVICE FOR THE FACILITY IS PROVIDED BY MEANS OF A PRIVATE
ONSITE SEPTIC SYSTEM. DESIGN FOR THE SEPTIC SYSTEM IS PROVIDED
BY THE FORSYTH COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.
FENCING NOTES:
1. SEURITY FENCING SHALL BE PROVIDED AS SHOWN ON THE PLANS.
2.THE FENCE SWILL BE 6 FOOT HIGH VINYL COATED CHAIN LINK.
3.ALL FENCING FRAMEWORK SHALL BE' SCHEDULE 40 STEEL WITH BROWN
OR GREEN VINYL COATING, OWNER OPTION.
41ENCING FABRIC SHALL BE 9 GAUGE X 2" MESH, CLASS 1, WITH BROWN
OR GREEN VINYL COATING, OWNER OPTION.
5.FENCING SHALL BE FURNISHED WITH 1-5/8" O.D. TOP RAIL AND BRACE
RAILS AND #7 COILED BOTTOM TENSION WIRE.
6.INTERMEDIATE LINE POSTS SHALL BE 2-1/2" O.D., SPACED 10 FEET
O.C. MAX.
7.CORNER POSTS, PULL POSTS AND TERMINAL POSTS SHALL BE 3" O.D.
WITH 1-5/8" BRACING AND 3/8" TRUSS RODS.
8.TIE WIRE SHALL BE #9 ALUMINUM WIRE, SPACED 24" O.C. ON RAILS
AND 15" ON POSTS.
9.PROVIDE 30 FOOT WIDE DOUBLE SWING GATES AS SHOWN ON THE
DRAWINGS.
10. ALL POSTS SHALL BE SET IN 3000 PSI CONCRETE AS DETAILED.
Glen Hi N
0
U
o
PAVING
ell Blvd.
DQZKMM
1.CONCRETE PAVING SHALL BE 6" THICK ON 6" AGGREGATE BASE COURSE
AS SHOWN ON THE DRAWINGS AND DETAILS.
ed9
9h SITE
2.CONCRETE SHALL HAVE 1.5 LBS/CY FIBERMESH 300.
po Temple School
'nt
3.GEOTEXTILE FABRIC SHALL BE PROVIDED BETWEEN THE SUBGRADE AND
Ra
THE ABC. PROVIDE MIRAFI HP570 FABRIC OR EQUAL. OVERLAP AND
PIN EDGE AND END JOINTS IN THE FABRIC PRIOR TO COVERING WITH
ABC.
4.PRIOR TO PLACING THE GEOTEXTILE FABRIC, THE SUBGRADE SOILS SWILL
1�
BE PROOFROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER.
UNSTABLE AREAS SHALL BE UNDERCUT TO FIRM MATERIALS AS DIRECTED
BY THE GEOTECHNICAL ENGINEER. UNDERCUT AREAS SHALL BE
BACKFILLED WITH CONTROLLED FILL OR ABC.
VICINITY MAP
5.AGGREGATE BASE COURSE (ABC) STONE SHALL BE COMPACTED TO 10OX
N.T.S
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNDER PAVEMENTS.
CODES / STANDARDS:
SITE DATA
AASHTO "GUIDE FOR DESIGN OF PAVEMENT STRUCTURES", 1993
ACI 33OR-01 "GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE
JURISDICTION:
PARKING LOTS"
ACI 330.1-03 "SPECIFICATION FOR UNREINFORCED CONCRETE PARKING
FORSYTH COUNTY, NC
LOTS"
ZONING:
TRAFFIC DESIGN BASIS - HS-20 LOADING:
ZONING: GI-S ( PROJECT SITE)
14 TRUCKS PER DAY (7 TRUCKS IN. 7 TRUCKS OUT)
SITE ACREAGES:
DESIGN LIFE: 20 YEARS
EXISTING PARCEL ACREAGE: 15.43 AC. +1-
BASE MODULUS OF SUBGRADE REACTION: 120 PCI
ROW DEDICATION: 0.85 AC. +1-
ADJUSTED MODULUS OF SUBGRADE REACTION: 150 PCI (BASED ON 6"
REMAINING PARCEL (LESSROWDFD.) 14.58AC. +1-
AGGREGATE BASE COURSE ON 120 PCI SUBGRADE)
DESIGN FLEXURAL STRENGTH: 600 PSI
WATERSHED:
PROJECT SITE IS NOT LOCATED IN A WATER SUPPLY WATERSHED
DESIGN COMPRESSIVE STRENGTH AT 28 DAYS: 4,000 PSI
SETBACKS:
DENSITY: 145 PCF
FRONT: 40'
REAR: 20'
SLUMP: 4", +/- 1"
SIDE, INTERIOR:.5/12'
AIR CONTENT: 5.5%, +/- 1%
SIDE, STREET: 20'
ADJACENT TO RESIDENTIAL: 40'
WATER/CEMENT RATIO: 0.45
BUILDING NOTES:
CEMENT TYPE: ASTM C150, TYPE 1
MAX. HEIGHT = 707UNLIMITED'
PARKING CALCULATIONS:
FLY ASH: 15X MAXIMUM
PARKING:
AGGREGATE: WELL GRADED, 1-1/2" MAXIMUM
TOTAL REQUIRED: 1/1150 SF @ 6500 SF= 6 SPACES
FIBERMESH 300 BY PROPEX: 1.5 LBS/CY
TOTAL PROVIDED: 6 SPACES(INCLUDING
1 HANDICAP SPACE)
BUFFERYARDS:
M-AVEL PAVING,
1.GRAVEL PAVING SHALL BE 18" THICK AGGREGATE BASE COURSE (ABC)
ADJOINING ZONING:
MATERIAL IN THE MAIN DRVEWAY EXITING THE TRUCK SCALES AND 16"
LI-S (industrial) TYPE REQUIRED: NONE
THICK ABC IN THE PARKING AREAS AS SHOWN ON THE DRAWINGS AND
AG - TYPE REQUIRED: 50' TYPE IV BUFFER - 3 DECIDUOUS
DETAILS.
TREES AND 14 PRIMARY
2.GEOTEXTTLE FABRIC SHALL BE PROVIDED BETWEEN THE SUBGRADE AND
EVERGREEN PLANTS PER 100'-
THE ABC. PROVIDE MIRAFI HP570 FABRIC OR EQUAL OVERLAP AND
(EXISTING VEGETATION)
PIN EDGE AND END JOINTS IN THE FABRIC PRIOR TO COVERING WITH
INFRASTRUCTURE:
ABC.
WATER: PUBLIC
3.PRIOR TO PLACING THE GEOTEXTILE FABRIC, THE SUBGRADE SOILS SHALL
SEWER: PRIVATE (SEPTIC)
BE PROOFROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER.
UNSTABLE AREAS SHALL BE UNDERCUT TO FIRM MATERIALS AS DIRECTED
BY THE GEOTECHNICAL ENGINEER. UNDERCUT AREAS SHALL BE
STREETYARD:
BACKFILLED WITH CONTROLLED FILL OR ABC,
TYPE REQUIRED: 10' (2 DECIDUOUS TREESI10OLF)
4.ABC SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR
TYPE PROVIDED ALONG TEMPLE SCHOOL ROAD:
MAXIMUM DRY DENSITY IN THE GRAVEL PARKING LOT. ABC SHALL BE
50' (20' TYPE I BUFFERYARD W16' HT. MIN, BERMS)
PLACED AND COMPACTED IN LIFTS NOT TO EXCEED 10 INCHES THICK IN
2 DECIDUOUS TREES & 8 PRIMARY EVERGREEN
ACCORDANCE WITH NCDOT STANDARDS.
PI.ANTS1100LF
TYPE PROVIDED ALONG ALL OTHERS:
'
10' (2 DECIDUOUS TREES/100LF)
CODES / STANDARDS:
AASHTO "GUIDE FOR DESIGN OF PAVEMENT STRUCTURES", 1993
IMPERVIOUS CALCULATIONS:
TRAFFIC DESIGN BASIS:
MAX. IMPERVIOUS ALLOWED:
14.58 AC. +1- =
100.00%
HS-20 TRUCKS: MAIN DRIVEWAY AT SCALE - 14 TRUCKS PER DAY (7
BUILDING TO LAND:
0.04 AC. +I- =
0.27%
TRUCKS IN, 7 TRUCKS OUT)
PAVEMENTIGRAVEL TO LAND:
6.21 AC. +/- =
42.61%
HS-20 TRUCKS: PARKING LOT - 7 TRUCKS PER DAY (3.5 TRUCKS IN,
OPEN SPACE:
9.18 AC.+/- =
62.97%
3.5 TRUCKS OUT - 50R OF TOTAL DUE TO TRAFFIC DISPERSION)
PARCEL TOTAL xEss Rowtwoj:
14.58 AC.+/- =
100.0%
DESIGN LIFE: 20 YEARS • TOTAL IMPERVIOUS: 6.25 AC.+I- = 42.88%
SUBGRADE CBR: 3
MCLAIMER
THE BOUNDARY & TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY INFORMATION SUPPLIED BY
LAND SURVEYING & DESIGN. P.C., PROFESSIONAL
LAND SURVEYORS.
OFFSITE TOPOGRAPHIC INFORMATION TAKEN FROM
WINSTON SALEM GIS.
BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
DATED 10-20-11 BY:
LAND SURVEYING & DESIGN, PA
1342 E. SALISBURY ST.
ASHEBORO, NC 27203
[phone]
OFFSITE TOPOGRAPHIC INFORMATION TAKEN FROM WINSTON
SALEM GIS.
LEGEND
■ ■ �� PROPERTY LINE
30' STREAM BUFFER
100 YR. FLOODPLAIN
FWL FLOODWAY BOUNDARY
: ° ; .; • '-::?:' ,' ' .:.t: CONCRETE PAVING
GRAVEL PAVING
W WATER SERVICE
FIRE FIRE SERVICE
MI GATE VALVE
FIRE HYDRANT
'+' WATER TEE
® WATER METER
SEPTIC SYSTEM LINES
(APPROXIMATE)
100 0 100 200 300
SCALE: 1" = 100'
NCBEES CERT. NO.: C-1347
' L
y 14985
PROJECT:
an
U)
Z
c)
Z
in=
Z
z)
z
0
LU
}
LLJ
�
�
o
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
DRAWN: BMH
DATE: 11 /17/11
REVISIONS:
1 11/21111 CITY UTILITY NOTE COMMENTS
JOB. NO: 11-178
SHEET TITLE:
OVERALL
SITE I UTILITY
PLAN
SCALE: 1 "=100'
SHEET NO.:
C=2m0l
© STIMMEL ASSOCIATES, P.A.
-, 1 -r--- �'T ��-'T •Tr:. .T -`T- r - i 1-- j -'�'�•,'r j[ ,I�;1 �!'

,
.11
14
O
N
U
n
i
i_ .. , .- f.... . -- -
- .. ....... - .._ -_ ..... __...._. __ - _ ......_
I •
I .
PIN: 6864-50-4769,00 PIN: 6864-53-5087.00
CITY OF WINSTON-SALEM DELL PRODUCTS LP
PO BOX 2511 ONE DELL WAY RR1-35
WINSTON-SALEM NC 27102 ROUND ROCK TX 78682
ZONED: LI-S ZONED: LI-S 6' CHAIN
LINK FENCE
N12'36'38"E 783.62' ---�
= ■■ = r�� = = �w rA1■ = ■ICI = � = = ■■Irk = = rr = = �■ = = � ■■ R■■■� ■� I, � = = � M ! � = W � *
2D' REAR SETBACK � � � �� � �"'� i '
CONC APPROACH
CONC APPROACH RAMPS AND APRONS ~�
PROPOSED RAMPS AND APRONS 1
GRAVEL PAVING 15'x11' 10' SIDEWALK
SCALE 5' SIDEWALK PARKINGP(TYP.) N: 841,653.21
,% , ,; t , .i :; '; : r ° , ..,' x` ;�. r , �...:e", 137.54' 6 45A4
{ +.`.,,.' ...:,A f., ;:.- 2,:...i k .( ,, �t'' > < if ;',<., tfi...._.r`.-, �" �-.' S ;t :tea.;...✓J '\:' r'a¢„=_:.i - ,�
✓,:: r.,f + ,' ', ,r ! at%`ems;', .;'` z , ; ;�a....f`":,. �. .:�., WHEEL AREA RESERVED FOR NITRIFICATION
p 1 ', FIELD FOR SEP IC SYSTEM
1. 2 f:f,_. f', `�. "'*- ,/ /t zJ;{�, ..l x..a5'r ./'\- ;. .r" 4. ,h Cf 't STOP TYP.
, , :
"
.- �:- .'- --N -. _.., .. i -.):.t E ) ; r,'r'' -,.`, ;; >, 3D z; �- �... % �J^�' .� 'f r f -:,�.:;---r5"4' 'fit " ,� - �t `F `:r ' r- ..�'-.��-. .� J :I:
,t. �,, , .- ,••.. ■,'.."/- ;I ..: R e. 3� i:,- „ :. , ., -"i..r �;. Et /" a-€ 4 A, �i� 1v 1 ;i
,,.. , E :, �;_.:,:,.., ... .: „ � <. .. E %: ../'�� :f�' `} r�'- 0 BE DESIGNED BY OTHER
J 'S,-c,',. r. :£ ,r':a , s: `"-•t:•- ;.. , f ,z /S 'v: t'_i. .'.. s f■: -:/' k ( )
T
5
x t � f
f.5 :" 18 ASC -
r D
y 'i, it , "� it } \ : v. :',a F ;r` /.' ,/`■ ■ x I' '.� ;,t :,a - f i,
"
r
b-
•....v __. � i : -..r ., ,.., v-:,,}... +. �� .. 'p'S , 'S ., ,', :/. .w �?' ':�,-' ,lac -.J7. f4, ,
+
t--_.,,-;. , t �, r, ,. ,x r- h ■ f h■,, Y.. n , ". iF , A /.' .f\- f - _ J•4. .i +
r ,
>- ; : f \. f . ; . ,. - . r ...2, ' :: ,. r-. {t a a 3 / -: - .:'e.-..�,.- `""ir , _ f
:F: .ram.:. /, .f vY 2D'
t ; : ' t " 16 ABC 37'
♦ . "t---'.,+ .. 4 ,. S. _ ♦... "�:-'a .. `,.! i ! _ia `.r "�h' - ; r-i. , f.,:` � t: r•;': 4, -
>/ f 8 8 5'
a. ,,.
f. : lab. x
,.
t
:. . ...., , 3 r, y f \ J: 30
• -- '- Y 1 e 4 , .� ■ ,: r , r f - .: ,.., `S�- t' r"`, 'S- ( \'_., . c ,t _.;L _
_. D
-,..2y -.,(, , •-- ,;. f Z , ,../ ,f , ^,4., „ ,: : 1 r 4.,, a- :e "' f .', t,, E 4. f :4 Svc "s'P-,.. i I:r
,E r .■� . i f : r ■... rat. r ;.:✓ �t _; ', ,'''..
';. .mil ), A - , \, :s: ""e..>',v,f ' :A . f ' -r. `l :v'" �f
,.¢" :, r, � -.: ; :. ,_, ' t / i 1-6" G.V. & C.I. BOX 9
' , , , `; -.. \ 4 ,Ifl.,. f. } . / . }, _ tt -- : ♦ -. Sf� - r � - ^;i .. �`, ,'`; . _ :r"'t� M„ yLaYr i a _"/ -�
-.v / lf' -, f ', a."..-` a k r r: '> r: ` ':, , F.� -,/f "� ' 3 ■.; € CS
ba •„i' .-Z•v "r-..` .'M.._ f, -.l: 3' 1 `E .
\:. /` is
.,ii �,_ `s,.i � �. `3 -sac _
r,m,
f. - , :r ;r < ,-E H v ik P :r / 'S WAY RE x, 18
1 1 -,. s.. :,..: .t E/ :'arr-.,""\, -,"'i ,E `.fr R !'3 :y _/', 't '„dc X'� !� ` i.T4
<; Y"i - , . , , ■ :. ;,, a rba , , , } , ,-z. .a x. , { _/ . "a„-.:.: i •%,t , 3,; _ - a'a.: .\ `
� � �, 1 FI HYD �
r �. E'
m,._.: ,. .- s „_. ,, :. :.' /..,E ! J. -, .', .. , `:' ,a.i }, ;'bi "'':t..,- _1_': A':4; _ . t. -S-' E 3� , it 1 `:a,_..
..., -.,, .: v -.,. - + . r -4. � :, fS.., ,; • � „ . v �C r , Y ■`_., , :, - ...f -,. - :� : - \.._-. -, r. t� Y ) i - t1- n'i } \, _./ i ,/ - �� � � �.
:. ,/. r ,: : 7 ;. z! .5 �. @'. . ..: f---__.::., <`x' z --/• 'y :}_. _ .,?t" s _ `a a4,.J.>d _ t: r _
3
f . !, "a d ■3' a OFFICE
,
D
,."J, r" ..%+ .�. } 'S r E "a: ac,. p,i /. i k .f ?\': .:4':t'; "R n■:,J,t. ...r.t i.r1
:,- .. rc-.J/,- Y ..F ,.,.e ♦ ) ! ..,-^-,,.' # ` : E , s .✓'. -f c.,,,::' a''4�' : b, .■'' a 3 ,r sr,
., ;:
:
,
i{
--, ,: :. >~_. „ ., .. , l .,(, ,-. \ fx . _ , , < , , a - ./S. 3 ,.. x ` r f, -/' " �"'■ '�--- },.: n ! . • • 's Y' t
x .. 4 .' r,/ l au.,- a r , , ,. r <: � : .. t':: '"'^.4.... .r •�. .%
e :: .:...-..-..l ■ 1 1 �.. � • i :. r, r,. , :._ T. 3 , E .. .fY,.£. i ? � . ./' :..,_ :.:, .. f-' `\ � / l � r � � / i
f tkr
N12'36'17.90 E
.. .. - , , .: : , : , ✓ 'S w / , ti b. ) i -. i f ,. , f i.'S, iE £ ,e-' • -A-_. _ `t: \4.'
, s . v �,..<: " EFFLUEN SUPPL L NE
„ , , TIC'
.,"
-, ) ,. .." x ,...,. .. :. .. , M n , :�:' S 3' ii %" . r v /'. ri• iiF,,-
i/, .. .. r 4 , % ■...J :. ../ , ., ., .. J , ..} F. .l ,.q . ,f*•..t i ;.l ':Y ',fb....f,
♦ _ A. •- - -- i :1:` TO NITRIFICATION FIELD
, f. .. , C. , . „J ,, . ...:, ., / : r� �.� ) - k• B LARD ,�4..E;:.�s ,:�;' tk �,
< a., x a t1 j 3. .,
/ ° a..
.. ;, ., 4 , :, ¢. .. � � f ., ,: �.: ,. i; : ....%. ../rat. "J- \, !2 �'.� k � ^,.b 'Ni,
, .. i , . .r. r, .. , �.. , ..,. J a .:_ � :-'� .�. E "a TO BE DESIGNED BY
. C a v r ;,... ,: r a..:/: r
„ - .. , , 4 sr , -v .: .." a , •a "i . __ z...: ;: c f-a...,
ft ,':: •,. ` } : , ■ !( , r J:"y- :: :: - .i ) < - i l + }' .,), `'i+t, A..-"/ '-lu.� ':./• ,
"p. r - `.k x :f.'rt- _„ `ik-- „� , , . h :. "� , ¢. ,r,, r. , y /"' -..0 )' r f • : % '.
( t
:
ry " ,., , lr- .. , ,:..: t- . /,.'a, / ) ': :: Y�".\'.. i, .-: \„ yf : q V;.f •t
` ,., f a. f r .: f'`h rH Rs
: ::: I,..: , .. //F r ,r �'4 3 .f ,.f - , , � ,..",--: ., i� 'i.• , v, ,, ,. ,. ',,�,.s rc:f�,`'. ,- '�,r '^Yt,+ 0 E I
�} II >/.
r
f ✓ a : J,, _ f „ J.. . , - N: 841 523.59 `�
,.t� h.. 3 } a _ r S A,
a� r`
.. r 4 .. ,. ., , „ m„.. . ;i".'S. rr _ ♦ .. .( , ,,. r , . .. J?t ..f•/ ft
. ( -a r Y .: ,. , - .,:A- + 3r , 'b. ,,,. i }; it ,> / _ ,.■.
.. _, (, �,...: � ,. _. .. „ .. ,.....� :. .. �.i :, ; . ,r , ,. 4 a � .�;' E: 1 665 876 52 � i '4
� , \. _ E , ... ". , _.�, ,., .. ,,.:. .._... ,.: ter`::}
r
i
r .. , u fP ilk. Y.,
_ b>
\. / \ i f QUMPSTER r
'.� ;
x � '<
, :
fc ,
,. � - f , .. r, ;.--, ;., :: �, � s 4 »r t `'�, ..-.:,..< -: ''b," , .z .I, ♦ .. .: f �.ra� 1 � ,�., � ,E 4., ?� ,r` :.�+-,.�. <�
, : . 'c . .. - J - r f` ...,, .. f ... . r .: „ , . , .. � f ' '� of _? +;_.' - ' . ■
: ... r,,, .. ,, ,, � � .,-,_ � 4 , i Y .. ; :.- ....� ... r t, ... ) : b'z t� d `/i ."F 'r
rrk .,./r, .�
r, f t 4, K '"'t _ � < � .r `< .1�:�., I`, ao `'ter '�✓!
't : m:--w „ , ...Ja-,:, ' „ '., ■ , , ., e ?t 3-. -i r� a s 5 . i' - ,i!' f -,' - -. -•
,jr 9 rS. // r, i 'S.., yy -,%,. a.0 i f 9 ,S" - 11
/� Z
J @ .f / W -�F-. F •iv , :, .4 Sir "LC' %. 1 1.3.,,i'
, , „
„ / �-, : y R F SEPTIC
,. � �.., -�. M t „,�. .� , ., .� + , i ... .v . , , . �, _ _. . ,. r_...■:... .x; �. _i'�AREA ESERVED OR �
r . d f r ba - r :_ r
,"
SYSTEM E UIPMENT
Q
.. .. _, .. R, : ....}.. h T C , r -- s. a ) i -f. , .� / _`:.. ,,r ` �... }, k 4 J --�:� 4
„
,F
, i , , fi , r , . , , .1 _ , it 'o S t '^ '+ +;. .:.a f*.
aw /a f. f ! , I` ,
i, ...a ..:,. - u , -,. f .,...a. a...�, J- • ,-...l t � / l.,r r .-a -\` n\:E
r
Y OTHER
f �..< )- ♦ x z ,s' ,W;; TO BE DESIGNED B S
„ :,
( )
, a
_ \ � -..'; , , . . _ __,,, t ,. . , 1._,.,f 4 f- . - ., --/., ._. :. t: , /,i �. .. , , : ,.. .�.. l_. " � .�, .. ._ , .. : � , , , - ., i r :';h . - _, „ `� :, : PRC?VII']F Rrll I ARnS AS � .,. .. s ,- _, .:. T.,_ , ■
t.
, r' `: , : t: :. � : �,. ,. � : ... .. is ... F : '- (
.. w • . . , . , .. . , , .1 K , . . -r ,, n, : r ., i s b. r _ il.� -'a.. ,]*:- ' as+ ''¢- S,.?. . �, A
.. .: f .,.. „ ,.
.. _. 5 t f 4 , , ,. /, , r 'r .. , t- . .. -. :.•% t i tRi '. wi.�, 'h ^4-
: ,: . , t , .. :r .. .-5 ., .r } ... .:. ,- .. .., }:,. , - „ z A.. ?� . .f `'t f :,, a„ `' i
,: , - ., .'3 ,. ,! , , ,.. - , ...-.---, . - , �.. .:.r. 4 _ , J,,. - . 3 r , ..'4. -. • r __ . f . `k .:Y ,i } 3 ✓ J ,t,' . �♦ . ._aa..''' %, ':i
: ¢
.!. ,. , \ .. ",: ,. t . ■ k ,.. r.. ?k f ', , E : x, a .. h'■`, f! =-'h ,_•:-xo..J1 :]': __
. .Y- yy /i i ,1 i. b:. fi 3 Y -A.. ...1� /v 'r '`k `•j' tl
",p. .!, .f .4 ...f iJ a-4' '�. ,L1..; I r\ ''_</'-' '^4
,.;,. , et.,i ., -, :,,.:- •, ? ` .; r, n `- t -J 't ,_ *: i A'-.r ',T .ft : l \,,..,,, ff `.>'
a_" Q
Y ._ ., e , r r ... S .. , ■4 , E ,f .. -n.i° r - ./ :f c. { 'k-. ;'.:., , >,j %:5. ti
v
s a. r _. / r , : „" ,. " / t a...1. - . M{
f f "" 3 w
7 - ._ :.. f a'i ..... <.,...., " �i. 1 .. , { .,1. r, : - .:r 4 ., t;' " - .. A '� : §' "'r '� ''L, -w..' ° ;£
r:
,
. , t
.. r .. .4 tt .f ■.. , : :'-a,.../ v^, ..a-C i. f•�. .. r' :: .. ., "C.., }. ., 1-�,..r. {,k,� ( ✓...: r ,...�, ,, 8
i . i ,F , .. .. f aS ■• 1 if i1 ,
.,, : .."-- y y,. .f-, - ) i .. .. 5- \ ,. '4-, `. \ r.. t. -, .t .r i'C _Zv \_ /, _ - -r,-..f' _ I
w .,,, 5 �. 4�. .i : r' .- ., ,.' . .r .: ,(� :' 4. , - •,. 0. ■, is i' f'��' J`,\,._ !t !`: �..,,i. � i,}n. ` h I, :/•�i
,; a, .:. . , � 1.. .. ,,.. .. 1, ., ...� - .. � 3< , ...., , 4.. �-.,.- #', 1 , `@..,. : ,. ,. fl' -`:..--: 1.}' �:a..•ri ■.� F "5 f'" _: r: �q a@- ��k,
l }e .. s ■,. , ,f 4--r .. t �.- i i s . -._ > ..^.,,.. .._.r t . .-,, .. .. .. .. '�-' �...✓ ■ k - ,\ '4r 7: '� ,v-;
'to-...".. tl ,.}-,.. , \ : S ■ 4f ! a..a- t ■ .'°:,-- Z ;/ a`� - `') I. ' 'i ` -
-.�' s '}`-' '' y '`t4. is a,-, - - 5
r' J . f
1,... ,. „L.-
,, , >.. /,. / .r:. , a- a., a !r ; of �` h \ {. }x r„<.
r:' fib, ._. .Y .; t :i , J .. ., {- L A /' ,! - '{ .I , , :J `
. ." r•I , ; . ..r, , . t ..)i, -v , t „ , , .. ,...-.. „ , , r+--. '.' ..._) ,, i'.- .T:. ? f
,x ,.,; . .... ,- „ r .._. .. , , - e : m.. t t ¢ . F x - �`a,. ' .�'r<,'F a-, . _ f , 5
:r,. .. ,. ,p '4..... ,q...,, e...r---, :.-,--, )f a :rx.: .,:. :,- t 5, �'a.. t[l f' !"i '.\./'......- .:,R f z. ti' -�%Yi f - xr t,'�*
r. /' ,
><., .r,, ,"a.t is k , , F „%1 n 'I �: /G' _ %-a;... --.( f
^`-^�,� t: - t : 4 s " • t r .r '''e a „".� , � . .,. - 1 'x+.7..'y,l , j
v'
R
r
s "4 w - t/,}¢ r i / .� ---x `y.,r:,� ,../ : - f - �..,,,'J'.. `a/'G , ( �
_` _ if r f :.,�..l '4 -r ✓_ =. � ,f �, ' 1 r-' fy ,7 '■ , .•: ,t .s '�-t. 'k r'� ,<.
�^�.� 5 ��,. _ r.r j:r -_ r '.:, ` 4 ;�;,,t '- {`" y 4y" :.r4..,./''.;- r'� ,.G^ t
0 SIRE �- -� Y f y / . " �, y f :� r ;
______ �.� A D 1� ::r .f f sz ,4. s \'; r.. `i r ! b ,�*`.� l•: 4 y
NCDOT ROW DEDICATION 40' FRONT S� -�---� �` �1 / ,If - .� ■ r. f ;. s� t
BACK z [ �; a K ,t . h
(50' FROM CENTERLINE} `�� ,' ` ff 3' � , " � >i s �s r; fa a / . :: . f l/ 2
y f
- EXISTING FIRE 6n DOUBLE CHECK �_ / k.,, f a '� t�, &� t �i_ , ', ' �! ��!} � `- ;� ,
HYDRANT DETECTOR ASSEMBLY ~� :, x
(TIP) IN ABOVE GROUND `� � y`, % f% off i ', /; ate{ / N, ;■ ■
Mn ENCLOSURE / `' t A �', :' '� � :, ' / �,
- - 3/4" DOUBLE CHECK VALVE "s h � 4 @ , 7 ;
W --�_ -- W ON r 3/4" WATER METER f ., �
■
�--._ -� S18' 1 } ' �i . -..
'��-� �� - 1 T22'53' W _ 2_W 109 „ a c ,'
� � � - Ch=274.71' '�� -� �t.24' -- .,w� ,_/; .�,'y,
----_ f r _ i�, ,E
'�' ��_ �. '. �"�� .� �--�� �� �` �_ �1 _ems" DTP WA� `
U��✓� Y 1 P� "� �' - �"~�� .� 6' CHAIN
EX. 18" RCP SCN00 ��� LINK FENCE
CULVERT r L ROAD - yY AND GATE
\S. R' 26$6 60f f 1-16"x6" TAPPING SLEEVE r ��� �� -
R A
W - " " • f �`i' �,� 1-6" TAPPING VALVE & C.I. BOX ~ ` � � �
W 1 ` R50'
W PIN: 6864-fi0-1896.00 � � `
W 2 TUCKER, ONEITA FRANCES
1 � ,
�^ �/� 3255 TEMPLE SCHOOL RD
V J N ) WINSTON-SALEM NC 27107 `�
ZONED: AG EX. 18" RCP � ` 4/
CULVERT � D '
S33' 14'05"W `
Ch=567.69'
Q Rad=1130.00' `
1. CONNTR4CTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF N: 1,666, 049
9. ALL NSIRUCTION, MATERIALS. AND SANITATION PROCEDURES SHALL MEET OR EXCEED THE E: 1,fi66,304.77
CONSTRUCTION. REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE AND THE CITY OF WINSTON-SALEM _
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE � TECHNICAL SPECIFICATIONS AND DETAIL DRAWINGS. .
MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION OF THE NCDENR. 10. CONTACT RENATA LEONARD AT 336--747-6998 OR CITY LINK AT 336--727-8000 FOR STREET CUT . .. .
3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY INSPECTOR WHEN PERMIT AND PRIOR TO ANY STREET CUTS.
CONDITIONS WARRANT. 11. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
4. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE • HAZARD INVOLVED AS LISTED IN APPENDIX B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, ANTI NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHAH MEET
MULCHHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
1,000 SQUARE FEET): SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICE$ SHALL BE INSTALLED AND TESTED. (BOTH INITIAL
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
• OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. Approval of these water and sanitary sewer plans does not
12. AS OF JULY 1, 2011, ALL METERS SHALL BE PURCHASED THROUGH THE CITY/COUNTY UTILITIES constitute approval far construction. Approval of
100 LBS. OF LIME DMSION. CONTRACTORS AND DEVELOPERS CAN PURCHASE METERS AT THE UTILITIES BUSINESS
20 LBS. OF 10-20-20 OR 20 L.BS. OF 10-10--10 IN COMBINATION WITH 4 LBS OF 0-46-0 OFFICE OFF THE LOBBY OF THE STUART MUNICIPAL BUILDING, 100 E. FIRST STREET. obtairfluch must a tpriolwrittenagreement.failureto
5 LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESGUES obtain such agreement prior to beginning of construction will
1 i B. OF KENBLUE OR KENTUCKY BLUEGRASS relieve the city of any financial participation in this project
1 L B. OF WINTER ANNUAL RYE (NOVEMBER 1 TO MARCH 1) 1. THE OST CURRENT EDITION OF whatsoever.
DRAWINGS FOR WATER LINE AND SANITARY SEWER III CONSTRUCTION WILL GOVERN ALL WATER AND
SANITARY SEWER CONSTRUCTION. CITY OF WINSTON-SALEM EROSION CONTROL
2. ACCEPTABLE WORKING CONDITIONS OF SANITARY SEWER STRUCTURES AND PIPING SHALL BE VERIFIED PLAN APPROVED
100 LBS. OF LIME BY THE CONTRACTOR AND ALL CONDITIONS FOUND TO BE UNACCEPTABLE SHALL BE REPORTED TO
15 LBS. OF 10--20-20 OR 15 LBS. OF 10--10-10 IN COMBINATION WITH 3 L BS. OF 0-46-0 UTILITIES CONSTRUCTION ANT) MAINTENANCE AT 336-727-B000, PRIOR TO ANY CONNECTIONS,
EXTENSIONS, OR STRUCTURES BEING INSTALLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BY:
4 LBS. OF TALL FESCUE, CONTAINING A BLL=t�ID OF 2 OR MORE TALL FESCUES CLEANUP AND REPAIR OF UNACCEPTABLE CONDITIONS THAT RESULT FROM FAILURE TO REPORT SUCH _ _ _
1 IJ3. OF SERICEA LE5PE0EZA {USE UNSCARIFlED SEED AUGUST 15 TO FEBRUAIRY 1} CONDITIONS PRIOR TO COMMENCING WORK OR THAT RESULT FROM WORK BEING PERFORMED.
14 L.B. OF GERMAN MILLET (MAY 1 TO AUGUST ER 3. SANITARY SEWER CONNECTIONS SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH 4-INCH APPROVAL BY THE UTILITIES DIRECTOR OF THE WATER GRADING PERMIT REQUIREC
1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15) CLEANOUTS AND SHALL MEET CITY OF WINSTON-SALEM SPECIFICATIONS. AND SANITARY SEWER INFRASTRUCTURE DEPICTED IN PRIOR TO LAND DISTURBINI
4. PROPOSED PUBLIC OR PRIVATE HYDRANTS INSTALLED OR RELOCATED SHALL MEET OR EXCEED CITY OF
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE CITY INSPECTOR WINSTON--SALEM'S SPECIFICATIONS AND DETAIL VII-35 TO INCLUDE HYDRANT TEE, VALVE, AND THESE PLANS DOES NOT CONSTITUTE APPROVAL FOR
PRIOR TO SEEDING. WINSTON-SALEM THREADS. PRIVATE HYDRANTS SHALL BE EQUIPPED WITH A DOUBLE CHECK SECTION B4 OF THEEWATEN HATS POLIO AND UTILITY DESIGN
5. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD DRAWINGS AND DETECTOR ASSEMBLY AND SHALL BE PAINTED RED.
ENGINEER'S CERTIFICATION TO THE ENGINEERING DMSION'S RECORD CENTER. THE OWNER MUST ALSO 5. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE CITY SECTION 365 OF THE SEWER SYSTEM POLICY OF THE SEWER ONLY
SUBMR THE CONSTRUCTION CHECKLIST TO THE CITY INSPECTOR. INSPECTOR AT THE OWNER'S EXPENSE. CITY/COUNTY UTILITY COMMISSION. TO THE EXTENT
6. ALL WORK MUST CARRY AONE-YEAR WARRANTY TO COVER ALL DEFECTS IN MATERIALS AND OTHER PERMITS, LICENSES, PERMISSIONS OR THE LIKE
MUST BE OBTAINED TO COMPLETE THIS PROJECT, SUCH
WORKMANSHIP. 1. OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING DMSION'S ARE. SPECIFICALLY NOT GRANTED BY THIS APPROVAL
7. PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY, THE CONTRACTOR MUST HAVE A COPY RECORD CENTER.
OF THE THREE --PARTY ENCROACHMENT AGREEMENT ON THE JOB SITE.' CONTACT 336-703-6600. AND MUST BE OBTAINED BY THE DEVELOPER AND/OR
$. CONTACT CONSTRUCITON AND MAINTENANCE AT 336-771-5130 TO ARRANGE FOR CONSTRUGTTON 2• UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR WATER HIS DESIGNEE. UTILITIES DIRECT
INSPECTION. A CITY INSPECTOR WILL APPROVE BACKFLOW PREVENTER TYPE, VAULT, EXACT LOCATION, AND/OR SANITARY SEWER. OWNIIR SHALL THEN SUBMIT THE CONSIRUCION CHECKLIST FOR WATER
AND INSPECTION REQUIREMENTS PRIOR TO INSTALLATION. A CITY INSPECTOR SHALL BE PRESENT AND/OR SANITARY SEWER TO THE CITY INSPECTOR.
WHEN MAKING OR TERMINATING WATER AND SEWER CONNECTIONS INTO NEW OR EXISTING WATER AND
SEWER LINES.
e a f , r i' '1 ! 1 1' E , i ,
i. '� f Y 1'tt et r.y frI 1�1 r:a [a f '.f p-
t
'y s ..,1.'�i'.I. 1.-�. - _,,.,, ., 4.n�..iP f-tiC.::, ..,._ ... 'I.
II
I
1n
1MOs
LA
IIC
(A
to
, .
m
L4
N
rn
C
. .
I' .
, .. .. .
1
1
PIN: 6864-73-4079.00
DELL ;PRODUCTS LP
ONE DELL WAY RR1-35
ROUND ROCK TX 78682
ZONED: LI-S
I
- � R50'� .
���
�" \4 ,, �V
�6
\\" 1 .cri
\ \` (. . .
� \ �\ \ , M , CONTROL
\ CORNER
� ��\�\ �y N: 841,866.65
� E: 1,666,404.49
y\
SITE
'0
\fit „ 1
VICINITY MAP
N.T.S
Stimmel �
l.'IVII r-F19111mmi1C�
Land Planning +"
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
® P:336.723.1067 F:336.723.1069
SEALS:
` LEG EN D
�� ��
1 �
`\` �`\\ ■ ■ III�■11■� PROPERTY LINE
\ \�"\ �\ 30' STREAM BUFFER
`� \� R ■t 100 YR. FLOODPLAIN
FwL FLOODWAY BOUNDARY
�' •'=-,:.*- ;:':�'• �`-.::_'
CONCRETE PAVING
GRAVEL PAVING
W
WATER SERVICE
DISCLAIMER
FIRE
FIRE SERVICE
THE BOUNDARY do TOPOGRAPHIC
INI
GATE VALVE
INFORMATION HEREIN IS FROM
SURVEY INFORMATION SUPPLIED BY
*�
FIRE HYDRANT
LAND SURVEYING do DESIGN, P.C.,
';'
WATER TEE
PROFESSIONAL LAND SURVEYORS.
®
WATER METER
OFFSITE TOPOGRAPHIC INFORMATION
SEPTIC SYSTEM LINES
TAKEN FROM WINSTON SALEM GIS.
(APPROXIMATE)
�' 40
0 40
80 120
North SCALE: 1" = 40'
NCBEES CERT. NO.: C-1347
,,,,Nti�rrrrrrrrl���,,
♦�v ,N\ .,
r
ti I
\ /
Z
1 98
I 4
112 t
�I�i . . I .a
lPROJECT:
Q
a
Z
�
Z
OC
F-
0
Z
=
W
}
W
�
�
o
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
DRAWN: BMH
DATE: 11117E 11
REVISIONS:
1 11121111 CITY UTILITY NOTE COMMENTS
JOB. NO: 11-178
SHEET TITLE:
NORTHERN
SITE / UTILITY
PLAN
I SCALE: 1 "=40'
SHEET NO.:
C=10
3
(C) STIMMEL ASSOCIATES, P.A.

• cup ��.. ys .I 2. i L
STUDY POINT A
24" VCP CULVERT
_f
> 4
PIN: 6864-73-4079.00
....... .
DEAL PRODUCTS LP
Sys. ONE DELL WAY R$1-35
,` 4 13" -24 ROU€VD ROCK TX 2
o -
' 7868 j
.,� r/ � ` �2`1
ZONED. L€ S
:
r
/*00
sa ,/
:
1
:.«:.• / 'urn ■.. /`+ i� �� � �• � � �..
\ .
\ '€,;;:,aye fax' '^� `■ jE � 1 41F\♦ � <; /
' �j � � +1 . y ♦ 1 //- ��%"� - -`: � �/'ter 1
f ,
/ N / �� wit �� 833' 14'D5"W
/ S I 9'
t
I
♦5 _
,:. !� I .': // ' Rani 1'130.00'
» . � / 1/ � I D A'NAG�' iA'' � /
:
I`014 r ■ Iy f I I 4 Cf !l I • / ii ..•EXISTING 18" { ,
,Ni: f ' /
i I I 4 80 f � f i � RCP CULVERT ,
PIN: 6864 53-5087.00
■ \ I I l � y � / / / ,F
DE L PRODUCTS LP r
ONE ELL WAY ,RR1-35
#ROUND \\ROCK TX 78682 `'.
%9ED: LI-S "� ,�
D RAI NAG` E ,AREA / I �/ /� / IP10 71,
■ T ICE
if
1
P \
N l� •� ,// /// / /1 /
4 � _
1 ' /•
+r r J z
_ g
_ff
t'I1. 4
_4A
,
F:
:
y_ '. / / / /� _ter � • / �I' 1 `��
} ,r ,/ / ♦ 09STING 18" / / / 17'2253"W �„ ,
RCP CULVERT ,
/ fi=274 30. Y�
J ♦
0 fff
1 r
x:
\ '
Ifs
20 PIN: 6864-50---47G.9,--00 / /
1 CITY` OF WiNSTON' SALEA+t
+ , PO BOX 2511 - _ DR'AI,NA
WINSTON-SALEM NG 27102 p RtY
77
ZONED: LI-S
:
J
1
�/ / / ♦ . I K
Co
All
1
l 1,
a k
ff !
r
Co
/
N _ _ / ♦♦ PI 6864-60-1,� Olt
!:
1 i / a \ 4
TUCKER, ONEITA CES ".
3255-TEMPLE 3OO.L RD l J
� WINSTON-SALE1r1 NC27107
i
:
:
' Y;>
r OO
— l
E
N16'26 42 E,.
i
C -128.31'
f
BOUNDARY R'
C11Y/..COUNTY 4
i /� jj � � --\ \1 ,` y ✓ � i1 � _ V
!r zoNwc BOUNDARY
F $9 _/ '� �/ r r 1 \ III 89`~
/
0
:
0' STREAM all FER , � � � r ��� � =� ! l ..� �`��✓ : / /
,
Y
NO ..BUILT -.UPON AREA
INI
d ,
f .►.��r'- is - I\ N _,. ,, � �I• � ;: / ,: ' ,:
_ r
l
/ -'."„
III j,
' r
L
:
r
:
,
v•
:
`>
,
f
l
19
r \ /
PI,N. 68f34 � 4 2.04 � f
f3REDA SANDRA S V
:
■ fr
0/%..\
.,. �.,
TttOLLUW DRr.7725 SPRING
CMP CfIG 64 ,
JS
LEWS CREEEr7009 kC 2
ZONE0.
\
r s
�A
X� o
J
k f
1J
interstate 4u
Stimmel
Gfen Hi Ro a
c V
0
•c
Dell Blvd.
SITE eagecock Rd Stimmel Associates, PA
A Temple School Landscape Architecture
Ra Civil Engineering
Land Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916 v
P:336.723.1067 F:336.723.1069
® SEALS:
VICINITY MAP
N.T.S
LEGEND
�■ ■ ��
PROPERTY LINE
30' STREAM BUFFER
EL_ 8` m—
100 YR. FLOODPLAIN
F*L
FLOODWAY BOUNDARY
— 660 — —`
EXISTING MAJOR CONTOUR
— ---- ' 662 — — — —
EXISTING MINOR CONTOUR
—660
PROPOSED MAJOR CONTOUR
--662
PROPOSED MINOR CONTOUR
3V 1
SOIL TYPE DELINEATION
1 0 ■ 1 M O N 010 2
PRE DEVELOPMENT
DRAINAGE AREA
DISCLAIMER 100 0 100 200 300
THE BOUNDARY do TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY INFORMATION SUPPLIED BY
LAND SURVEYING do DESIGN P.C. PROFESSIONAL
LAND SURVEYORS. .
OFFSITE TOPOGRAPHIC INFORMATION TAKEN FROM North SCALE: 1" = 100'
WINSTON SALEM GIS.
NCBEES CERT. NO.: C-1347
���yi��u urrrrr
.2
14985 1 _.
PROJECT:
0
am
(1)
Z
u
Z
Z
H
�
0
z
0
LLJ
�
W
�
�e
OLL
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
DRAWN: BMH
DATE: 11 /29111
REVISIONS:
JOB. NO: 11-178
SHEET TITLE:
PRE
DEVELOPMENT
DRAINAGE AREA
SCALE: 1 °=100'
SHEET NO.:
C=3mOlA_
(C) STIMMEL ASSOCIATES, P.A.
_ _._._ _- '�, ! �'�F,. `A. ,r•. a T• 1.... ..., ...,,. .,. ., i „ —. 1T
•� -^ o .,��r •.i,.,- •il
j,F"t. 11:!r. 4l;
4.
.. � � '��,, 1 ,14}'` 1 ..-, .. � - ,.. . '?,-- is- . ..til .,�., !}."•''r,t�,`=,{a 1f '._..:?� �. '�i-. ..`��i �'ii. `�

r` PIN: 6864-73-4079.00
CONCRETE DELL PRODUCTS LP
` QNE'DELL WAY RR1-35
S DRIVEWAY
PROPOSED ��.� �6'S4'13y ROUND ROCK TX 78682
l�
�o SEPTIC FIELD �� _ �~ +. = 242 y8. r ZONED: LI—S
(DESIGN BY---,,_/1 �1
OTHERS) _ � r \
�.. �..
S76.56
GI #112 '
j PROPOSED {�
I OFFICE
PIN: 6864-53-5087.00, OOILDING
FFE: 9
DELL PRODUCTS LP 34.0
0 i
1 ONE DELL WAY RR1-35 0
ROUND ROCK TX 78682 f
ZONED: Ll;-S I
\ r
—
GRAVEL
PARKING AREA 1 r/
k '77 I '
l � - � r 1 r ♦ iz � = � �X-15J,4�
r tip!! ♦ __R
J INLET PROTECTION i
(TYP)
1
104�
r 1 ♦ ♦/ / ✓�
9 PIN: 6864-50-4769.00 -4 /
CITY ,,OF WINSTON-SALEM
f i PO BOX 2511 f / ` / i ♦ —
1 WINST04—SALEM NC 27102
—� ZONED: U—S
1 1 CLEAN WATER 1
r........: _
1 DIVERSION BERM � 1 � � � � � � ♦ � / //
r
' f ,6
1 —
1 f r • �/ r� i� ,
I�SDMH
Q 1
r FES #10 r
Bill
r
PROPOSED WET i N DETENTION POND ! ♦ ]
a
p MEMS AND WETLANDS:
THERE ARE NO JURISDICTIONAL STREAMS OR WETLANDS PRESENT WITHIN THE
AREA BEING DEVELOPED ON THIS SITE. DELINEATION WAS PERFORMED BY
ECS CAROLINAS, LTD.
e ; , y.. SITE
00 Tem
VICINITY MAP
N.T.S
GRADING NOTES:
1. ALL GRADING ACTIVITIES SHALL BE CONTAINED WITHIN THE LIMITS OF DISTURBANCE
SHOWN ON THE PLANS.
2. THE NORTHWEST CORNER OF THE SITE IS RESERVED FOR THE SEPTIC SYSTEM
NITRIFICATION FIELD.. THIS AREA SHALL NOT BE CLEARED, GRUBBED, GRADED OR
OTHERWISE DISTURBED UNTIL THE NTRIFICATION FIELD IS INSTALLED. REFER TO
THE SEPTIC SYSTEM PERMIT ISSUED BY THE FORSYTH COUNTY DEPARTMENT OF
ENVIRONMENTAL, HEALTH FOR ALLOWED CLEARING PRACTICES FOR SYSTEM
INSTALLATION. CARE SHALL BE TAKEN TO KEEP VEHICLES OUT OF THIS AREA TO
PREVENT COMPACTION OF THE SOILS.
3. PRIOR TO PLACING FILL, ALL FILL AREAS SHALL BE STRIPPED TO REMOVE ALL
TOPSOIL, STUMPS, ROOTS, ORGANICS AND OTHER UNSUITABLE MATERIAL AFTER
STRIPPING, EXPOSED SUBGRADE AREAS SHALL BE PROOF ROLLED IN THE
PRESENCE OF THE GEOTECHNICAL ENGINEER. UNSTABLE AREAS SHALL BE
UNDERCUT TO FIRM MATERIALS AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
UNDERCUT AREAS SHALL BE BACKFILLED WITH CONTROLLED FILL
4. THE GEOTECHNICAL ENGINEERING REPORT INDICATES THAT HIGHLY PLASTIC SOILS
ARE PRESENT AT THE SURFACE OVER MUCH OF THE SITE. THESE SOILS ARE
NOT SUITABLE FOR USE AS STRUCTURAL FILL UNDER BUILDINGS OR PAVEMENTS.
UNDERCUTTING OF APPROXIMATELY 18 - INCHES OF THE SURFACE SOILS IS
RECOMMENDED UNDER THE BUILDING AND PAVEMENT. THESE SOILS MAY BE USED
IN THE LANDSCAPE BERMS TO THE EXTENT POSSIBLE, AND FOR STORMWATER
POND DAM FILL AND LINER MATERIAL, IF A LINER IS REQUIRED.
5. CONTROLLED FILL SHALL BE BENCHED INTO THE SIDES OF SLOPES STEEPER THAN
4:1 (H:V) TO IMPROVE THE BOND BETWEEN THE FILL AND THE UNDISTURBED SOIL
EACH BENCH CUT INTO A SLOPE SHOULD BE AT LEAST 12 INCHES BUT NOT
MORE THAN 36 INCHES HIGH. THE BENCHES SHALL BE WIDE ENOUGH TO ALLOW
OPERATION OF THE COMPACTION EQUIPMENT WITHIN THE BENCHED AREA SO THAT
FILL CAN BE PLACED ON THE BENCH AND OVER THE REST OF THE FILL IN
CONTINUOUS LAYERS.
6. FILL SLOPES SHALL BE CONSTRUCTED BY PLACING CONTROLLED FILL IN
HORIZONTAL LIFTS WHICH EXTEND SLIGHTLY BEYOND THE SLOPE FACE. EACH LIFT
OF FILL SHALL BE COMPACTED TO THE SPECIFIED MINIMUM DENSITY BEFORE
PLACING THE NEXT LIFT. THE COMPACTION EQUIPMENT SHOULD TRAVEL PARALLEL
TO THE SLOPE FACE TO ENSURE PROPER COMPACTION. ONCE THE SLOPE IS
COMPLETED IT SHALL BE TRACKED WITH A DOZER TO MINIMIZE THE POTENTIAL.
FOR EROSION.
7. FILL SLOPES AND FILL PADS SHALL NOT BE CONSTRUCTED BY PLACING FILL
AGAINST BERMS. THIS PRACTICE WILL NOT BE ALLOWED.
8. CONTROLLED FILL FOR PAVEMENT AND BUILDING AREAS SHALL BE COMPACTED TO
95X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM — D698),
UNLESS OTHERWISE NOTED ON THE PLANS, IN THE SPECIFICATIONS, OR
GEOTECHNICAL REPORT. ADDITIONALLY, FILL IN BUILDING AREA SHALL BE
COMPACTED TO 98X STANDARD PROCTOR IN THE TOP 12' OF SUBGRADE.
COMPACTION TESTS SHALL BE TAKEN TO SUBGRADE AND MINIMUM 15 FEET
BEYOND LIMITS OF PAVED AND BUILDING AREAS. FREQUENCY OF COMPACTION
TESTING SHALL BE DONE N ACCORDANCE WITH THE WRITTEN SPECIFICATIONS.
9. APPROVAL OF THESE GIRT DING PLANS DOES NOT SPECIFICALLY APPROVE OR
ADDRESS EMBANKMENT ' FILL FOR THE DAM OF THE PERMANENT STORMWATER
POND. SEE THE STORMWATER POND DRAWINGS FOR DAM FILL REQUIREMENTS.
CONTRACTOR SHALL CONFIRM THAT ALL REQUIRED PERMITS FOR POND do DAM
CONSTRUCTION HAVE BEEN ISSUED PRIOR TO BEGINNING CONSTRUCTION ON THE
POND.
10. PERMANENT CUT AND FILL SLOPES SHALL BE TRACKED WITH A DOZER PRIOR TO
APPLICATION OF THE SEED, SOIL AMENDMENTS AND EROSION CONTROL MATTING
MATERIAL
11. TO THE EXTENT POSSIBLE, SOILS WITH LOWER PERMEABILITY CHARACTERISTICS
(CLASSIFICATIONS OF SM, ML, MH) SHOULD BE USED FOR CONSTRUCTION OF THE
STORMWATER POND DAM.
12. ALL PLANTING AREAS, CURBED ISLANDS, ETC. SHALL BE BACKFILLED WITH
TOPSOIL TOPSOIL SHALL BE RAKED DOWN SMOOTH AND FREE OF CLODS,
ROOTS, AND VEGETATION, READY FOR SEEDING AND PLANTING.
STOR"RAIWE N_ OTES:
1. ALL STORM DRAINAGE CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS AND
SPECIFICATIONS.
2. ALL STORM DRAINAGE PIPE SHALL BE CLASS III REINFORCED CONCRETE
CONFORMING WITH ASTM C76 UNLESS NOTED OTHERWISE ON THE DRAWINGS. PIPE
JOINTS SHALL BE SEALED USING ROPE TYPE BUTYL RUBBER SEALANT CONFORMING
TO ASTM C990.
3. GRATE INLET STRUCTURES (DENOTED AS GI # ON PLANS) SHALL BE NCDOT
STANDARDS 840.14 OR 840.15 WITH NCDOT STANDARD 840.16 FRAME AND GRATE.
STRUCTURES 10 FEET OR MORE IN DEPTH SHALL BE 4' X 4' MINIMUM INSIDE
DIMENSIONS REGARDLESS OF THE PIPE SIZE.
4. YARD INLET STRUCTURES (DENOTED AS Yl # ON PLANS) SHALL BE NCDOT
STANDARDS 840.04.OR 840.05 WITH CONCRETE TOP AND WIER OPENINGS ON ALL
4 SIDES UNLESS NOTED OTHERWISE. STRUCTURES 10 FEET OR MORE IN DEPTH
SHALL BE 4' X 4' MINIMUM INSIDE DIMENSIONS REGARDLESS OF THE PIPE SIZE.
5. STORM ' DRAINAGE MANHOLES SHALL BE PRECAST CONCRETE CONFORMING TO NCDOT
STANDARD 840.52. MANHOLES SHALL ALSO BE CONSTRUCTED IN ACCORDANCE WITH
ASTM C-478, ASTM A-615, AND ASTM A-185, ASTM C-990. MANHOLE CASTINGS
SHALL BE PROVIDED IN ACCORDANCE WITH THE SPECIFICATIONS.
Pd,
LEGEND
III�r■■ ■ ■ I_t! PROPERTY LINE -o- -aw -- — LIMITS OF DISTURBANCE
30' STREAM BUFFER r DRAINAGE AREAS
100 YR. FLOODPLAIN TREE PROTECTION FENCE
FWL F` FLOODWAY BOUNDARY DIVERSION BERM
—660— — EXISTING MAJOR CONTOUR ------------------ FLOW ARROWS
— 662 — — — — EXISTING MINOR CONTOUR SILT FENCE
—s60 PROPOSED MAJOR CONTOUR STORM DRAINAGE
—662 PROPOSED MINOR CONTOUR owww" TERRA TUBE
STONE OUTLET
NAG C-125BN
NAG SC-150BN
RIP RAP
DISCLAIMER 100 0 100 200 300
THE BOUNDARY TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY INFORMATION SUPPLIED BY
LAND SURVEYING do DESIGN, P.C., PROFESSIONAL
LAND SURVEYORS. PH -I
OFFSITE TOPOGRAPHIC INFORMATION TAKEN FROM North SCALE: 1" = 100'
WINSTON SALEM GIS.
Stimmel 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:
NCSEES CERT. NO.: C-1347
a C
AL
14985
s tl Zt f
ti�
•,��,,dw.AL
PROJECT:
Q.
Z
�
Z
`
r
Z
O
Z
=
W
�
LLJ
�
�
o
LL
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO Box 389
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
I
DRAWN: BMH
DATE: 11 /17/11
REVISIONS:
a,:, 121111 WETLAND NOTE
2 11128111 EROSION CONTROL COMMENTS
JOB, NO: 11-178
SHEET TITLE:
STAGE 2
OVERALL GRADING,
DRAINAGE & EROSION
CONTROL PLAN
SCALE: ill=100'
SHEET NO.:
C=105
© STIMMEL ASSOCIATES, P.A.
'. � i. � � �`r , r - } I 1` - .. � - � r ,�� fir. � � i•=
+ .F `l! rj ' i � '; h•rT 7
i'�� Kaaxll 1y1�,f41,.
'�) ��3 � I � I .I.'s%r.l 'f �. +:'f�-. .,.4.. .� ..- .... °.r. ..- .i +r�,. ± ,�•,I, �'_ r'I ej� '_ �� ��I ..�i :.�:. it �4 �'i� ;4,.1+!i �, '�,�.�! I� ro }.

STUDY POINT A
24" VCP CULVERT
r
0
K)
SITE
VICINITY MAP
N.T.S
LEGEND
■ ■
PROPERTY LINE
30' STREAM BUFFER
100 YR. FLOODPLAIN
F"` FWL
FLOODWAY BOUNDARY
— 660 —
EXISTING MAJOR CONTOUR
— — 662 -- — —
EXISTING MINOR CONTOUR
----ss
PROPOSED MAJOR CONTOUR
-os2
PROPOSED MINOR CONTOUR
t <:
SOIL TYPE DELINEATION
■ ■ ■ ■ ■ ■ ■ ■ ■
PRE DEVELOPMENT
DRAINAGE AREA
Rd
MCLAIMER 100 0 100 200 300
THE BOUNDARY do TOPOGRAPHIC INFORMATION
HEREIN IS FROM SURVEY INFORMATION SUPPLIED BY
LAND SURVEYING do DESIGN, P.C., PROFESSIONAL . .
LAND SURVEYORS.
OFFSITE TOPOGRAPHIC INFORMATION TAKEN FROM North SCALE: 1" = 100'
I INSTON SALEM GIS.
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:
NCBEES CERT. NO.: C-1347
S M
EAL
14985
v�
flflllll!{11�l�
PROJECT:
O
a
Z
QZ
FZ
'o
z =
LLJ i
LU �
Y °
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
(717) 21441200
[e-mail]
DRAWN: BMH
DATE: 11 /29111
REVISIONS:
JOB. NO: 11-178
SHEET TITLE:
POST
DEVELOPMENT
DRAINAGE AREA
SCALE: 1 "=100'
SHEET NO.:
C=105A
® STIMMEL ASSOCIATES, P.A.
--.771' r-I,rTi
� r 7 14 `'� ,I r � + � �'I I L� "`' ,i i � � � r 7 . .! J ii r �r� 1. ;!. r ' I ; • f rl# {� I,

` PiN: 6864-50-4769.00
CITY OF WiNSTON SALEM
PO E30x 2511
` l J WINSTON-SALEM NC 27162
ZONED,. LI S
f 4 TREE PROTECTION
T
` R C- .0
FENCE 5Dmti # 101
RIM 892.5a
IN 888.48 (102)
ffw1V 411T'. \ INV IINV dUT888 .62 12' q�ESL i
t 1 ` N12.36'' g„E 1061.17'- =
r E
I CU v�K 1 V. I ` ;i.! 7 Zwl
�.� ..w � .o�..r.
IZ77 • �" '�' '■'■"■,'� ,►� {c ct {{cctc{� tcccctc t c ctttctc{cc c ttt ticcc�cttcccrtccctccc�cttt{�c d c{ aocxx�c( oo((tccccctccr{—����t,�_ —
V • TREAM BUFFER
{ 1 r{t�
UPON AREA) rrc� tt��24"
(NOB RC ®
_ t"► _J % t 1 ' \ �\ - �� RIM 91 �4.5 10. % � � IN
0 905.
S E IN #3
DETENTION PON ` # 1 Di 24"PIPE \
T'�► UT 88�-5-a o��A
FLObDWAY \ � RSI�N SER
4 y
BOUNDARY -P.,�OVfDIr TE 0 RY �"'i�
(NO SHdWN T TOP d SLOP
I 1 1 1 lrn�rlA� 1
FELL PLC NT P�GRES ES � \
SEl�l�s pRAWI G5 `� TEIa TUBES
NE f 0 ST Ea4WATER Pip-- \ ® 25' 2 \ \
UILET
140 YEAR � � � �`
�` 1, \
FLOOD PLAIN 4� ' 0 6
O `` ti ~ \
m l 3.1 �TyPI �` 3:1 T r F
Yl 1102 \
p t}�cn c°kn� ` 1 BASIN #1 6',g 362 C 1 OATS UU.00
U IN
\\ \
I 1 ar $J4.45
\/ o INv 1 G NEL
90 LF 2� l TYP
l I 2 Win/
PIN: 6564-50-4192.00 y % `cam l R6P 10.a
BREDA, ,SANDRA S / `` 1 cn � c' � r r r i rrr�rr 1 1 III�I�r1 1 � \ 1 I� RAIN
pRINc, HOLLOW OR o�' /` \` s� x, ., .. (2} rL4" DpE PE -7.Q
7725 S NC 27009 i i o o /� j
E3ELEWS GREEK `� r ty _ GI 1 a3 \ M
_ 1
70NED:RS20 f� �t �� -7 1 9
,n��� / f � % 11 j REEyt 4.6
rn� o s I iNv 1N 8. 6
I ` % \ \ iN`J OUT 44.. 0
75 tF\ 24
l✓�' v !f p /, r i RCP 8.0�
E
r LEAVE IN PLA UN I IL
•i STORM DRAINAGE AND
PERi�ANENT DRAINAGE
CHANNELS A IN PLACE
00 PIN: 6864-60--1896.00
TUCKER, ONEITA TRANCES
RD
3255 TEMPLE SCHOOL
0 WINSTON-SALEM' NC 27107
1. ZONED;: AG
h
1
6
LP
a
W)
i
ONCE 5STABILIZED.
ed9ecock Rd, Landscape Architecture
;gh p SITE Temple School
P Civi1 Engineering
0 °'ht Land Planning
R�
suite 2()13
(Yi 601 N. Trade SYNC 27101-2916 +
` Winston Sai1()6,
rLJ� P: 336.723.1087 F: 336.723.1 Q69
7
SEALS'
L
VICINITY MAq
N.T.S r
/
W
, � t
Now
0 moor
Uj
299� 1.5"
RCP a 78
\ 1
INV OUT: INV, IN:�`-c-----
906.94
907.75
EX. 1.5" RCP TEMPL SCHOOL ROAD �w "
18 RCP
CULVERT ENV OUT:
EX.
CULVERT 918.07
(S.R. 26 60`:R/W, 24' E/E
NOTES:
1. SEE SHEET NOTES
FOR GRADING & STORM
DRNNA
NCSEES CFRT. No.-. C-1341
CAIRO�
= i SEAL �+• i
- • 14985
T1
L
vl'1�11
PROJECT:
LEGEND
LMITS OF DJSTURBANCE
Ei r ■ ■ PROPERTY LINE DRAINAGE AREAS
30' STREAM BUFFER TREE PROTECTION FENCE
_ _,L— 100 YR. FLOODPLAIN DIVERSION BERM
FWL ------ FWL FLOODWAY BOUNDARY — - FLOW ARROWS
r -- EXIS71NG MAJOR CONTOUR � SILT FENCE
662 - — — ` EXISTING MINOR CONTOUR STORM DRAINAGE
PROPOSED MAJOR CONTOUR .,,.� TERRA TUBE
�sso
&� r--- PROPOSED MINOR CONTOUR STONE OUTIrtI~T
NAG C-125BN
NAG SC-15OBN
M. RIP RAP
' 0 40 80 120
40
THE BOUNDARY TOPOGRAPHIC INFORMATION
HEREIN ISEYIN6 do I7ESIGNOM SUfZVEY �OP.C•� PROFESSIONAL -nON SUPPLIED BY ,
LAND SUR1�
LAND SURVEYORS. North SCALE: �" = 4d'
OFMW TOPOGRAPHIC INFORMATION TAKEN FROM
WINSTON SALEM GIS.
0
CL
(f)
Z
>-
O
U
z
V J1
O
LL
CLIENT:
BILL KEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
BILL, [e-mail]
DRAWN: BMH
DATE: 111171 11
REVISIONS --
I 1112817 i EROSION CONTROL COMMENTS
J01:3. NO: 11-178
SHEET TITLE:
STAGE 2
SOUTHERN GRADING,
DRAINAGE & EROSION
CONTROL PLAN
SCALE: V=401
SHEET NO.:
C =3 s 0 6..---�
(CSTIMMEL ASSOCIATES, P.A.
- - - T r�
- -
.,:

_. _ +._ _ .. _.� s�__ 1_`h.. ��:. --•' - LL- -- ...:L i! .;.+c �. ... ski',
i F ow 7
loop Ova
-----
113-7
' \ - -----T 902 -
,
-----8 WET DETENTION POND NOTE
�- 896
4s 4 1. THE CONTRACTOR SHALL VERIFY THAT ALL STORMWATER / POND RELATED
i 894 PERMITSOBTAINED HAVE BEEN. OB PRIOR TO BEGINNING CONSTRUCTION OF THE
a DIARG �. PERMANENT WET DETEMiON POND.
\ CHAN M j CONSTRUCTED SIMMER
892
. THE WILL BE IN E SSE LACATION AS THE.
�� 2 BASIN. POND
FINISHED BOTTOM : ELEVATION QF THE PONDIS .APPROXIMATELY
FEET BELOW THE BOTTOM OF THE SKIMMER BASIN. SEE CONSTRi1CTM
SEQUENCE BELOW FOR CONVERTING THE SKIMMER. BASIN TO THE. WET
• 40. t \ DETENTION POND.
INV 8 .4 t . \ �+as 15 ACCERNE s91.ii
w 3. THE SEASONAL HIGH TABLE (SHWi) R.ET'ERMINATTON REPORT WAS
4r CP ` �� _ — \ _ \ L. i1INCONCLUSIVE AS TO A SPECIFIC ELEVATION, BUT D MCATE THE .SHIP
_ �' T ELEVATION 1. THEPOOL ELEVATION OF THE POND
\ p;>.1 8 1 is ATawm. WHEN EXCAVI�Tf N REACHES E BOTTOM OF THE POND, A
. RE—EVALUATION OF THE SHiLYT WILL BE IF THE .SI�1WT IS MORE THAN Fr
J
- - - -
� ET..Ey! THE MATERIALS
OW THE P A TVTA WILL
INCHES BELOW E PERMANENT POOL. T�3f�l B(3TfF?M
1 8$L3: BE EVALUATED TO DETERMINE WHETHER COMPACTION OF THE ©NSITE SOTS
_,�
{ \ GETATLVfE SHELF \. '\ WILL BE ADEQUATE TO MAINTAIN -THE ' POOL LEVEE 1OF THE POI+ID, OR IF A
n� ., I I # .' .I I _ .� I I # L # I I I l I 1 I t 1� LINER WILL BE REQUIRED,
� 4. THE SPILLWAY RISER SHALL BE PRECAST CONCRETE wtH Ai+# Ak,E1MH!itiM TRASH.
RACK. SEE C-5 SERIES DETAIL SHEETS FOR DESIGN AND FABRICATION .
886 i REQUIREMENTS.
I 2 1— 5. THE SPILLWAY BARREL SHALL BE. DUCTILE IRON. WITH . A CAST -PLACE
f?
� I
884
DISCHARGE
J , g ,. \ CONCRETE HEADWALL A SEEPAGE DIAPHRAGM IS RlrQtltRl�i3 FOR THE .BARREL I
� CT�iEL Hi?TTOM •-'�-
YIIiDTt1 $3 SEE C-05 SERIES DETAIL SHEETS FOR REOU REM
6. THE SPILLWAY BARREL SHALL BE BEDDED WITH � TO 3/.4 TIME PIPE
TOP OF i RAP ` \ �. DIAMETER, EXCEPT FOR WHERE THE SEEPAGE DIAPHRAGM IS . LOCATED: ' SEE.
�
DLsTA11 S FOR CONSTRUCTION REQUIREMENTS.
1 7. A TOE DRAIN SYSTEM IS NOT REQUIRED FOR THE DAM.
fy �t co Q 8. INSPECTIONS BY THE ENGINEER ARE REQUIRE AT VARKM POINTS OURING
�n \ CD �0 Cfs g do 1 C7
RIPRAP rW cO - Ao e0m 00 cp �, THE POW CONSTRUCTION. SEE SHEEP C-5.Elt3 FOR SPECIFIC REQ
Mll9. AT THE COMPLETM OF CON.S1RIiGTIQN. THE PCB Sh#ALL t#. Ci.EI4riED
175' TO THE ORIGINAL. DESIGN T1 MATIONS AND VOLUMES. SEE SHEET C-5.05
00
FOR AS —BUILT SURVEY REQUIREMENTS.
RIP R
GTH
f d
WASHED 10 k
E
t -� � ;, ; . , � � �-� �- ..._ � � :�: � WET DETENTION POND CONSTRUCTION..SEQUENCE
TER BERM �. T
'—
\ , � \ \ 1. EXCAVATE A SUFFICIENT AREA TO INSTALL THE SPILLWAY. STRUCTURE AND
BOTTOM ELEV.--883.0 \ = FI?I@EEiAY _ �`
DISCHARGE CHANNEL. INSTALL THE STRUCTURE AND CHANNEL WHILE
1 '`► QL \ MAINTAINING THE FUNCTION OF THE SKIMMER BASIN. LEAVE THE BOTTOM
r i r y' �� LJ►11N FOREBAY DRAIN IN. THE PERMANENT STRUCTURE OPEN.
l PERMAN \ TOP L"LEV: 8?.0 2. RELOCATE THE SKIMMER DEVICES FROM THE BASIN RMER AND ATTACK' TO
cA TOP WIDTH - 5 Spumy TT T
f C� E! EV. 1 3:1 SIDE SLOPESTHEBo OM DRAIN. DIRECT ALL BASIN .FLOW O THE NEW
58.7.5 CS OUTL 1 SKIMMER LOCAtiON. ''THE SKIMMER DEVICE SEIAL.L REMAIN IN PLACE UNTIL
►a' \ a OUT 88 ALL DISTURBED ,AREAS DRAINING TO THE POND ARE STA$I M.
cP CO z TOP OF SHELF
ki 7.(3 �'� 3. CONSTRUCT A COFFER � SEPARATING THE PERMANEW SPILLWAY
f ` ' �; cp t n �, •. STRUCTURE FROM THE SKIMMER BASIN RISER. REMOVE THE SKIMMER BASIN
i cp ` 00 883 \ RISER AND BARREL POMPLETELY, THE TRENCH. B"FILL. M AT1ERLAL SHALL BE
TREE PROTECTION � m � , ✓ �
8$4
r FENC Cxz C3� OF DANCE WTili FILL
CA ' REQUIREMENTS FOR DAM AS S EC1fIED O L THE POND SPECIIRICATIONS.
SHEET.
° i f 887 VEGETATIVE SH � l # I � 1 COMIKETE
i l L t 1 [ 5. IF DAM WITH
P PERMIT IS RQ I� FOR# THE DAM, WAIT UNTIE, THE PERMIT.
1 I I �. TO IMPOUND IS ISSUED WORE . PROCEEDING.
I \ I I I 6. INSTALL P1 ANT MATERIAL IN ACCORDANCE WITH THE POND PLANTING PLAN.L L I 888 1,
I I YI #102 SEED ALLDISTURBED AREAS WITH PERMANENT SEED MIXTURE TO THE INSIDE
f AND OUTSIDE SLOPES AND TOP OF DAM. SEED THE INSIDE SLOPES DOWN. TO
' , B90. THE SHELF.
% 1 ' SILT
t ` FENCE �—
BLIFFF#
I"cb Sul T�-u)
-=
zz
f I 1 H N PEI MANENT f' f --� �T !
/( 1 CLINK L=ENCF
-_�
go
15" Vff#DE EM. -ERG
AY
9.50
LEG EN D
NrRII M l m s i THIiA m a LIB PROPERTY LINE
50' STREAM BUFFER
660 100 YR. FLOODP#AIN
FLQODWAY BOUNDARY
MEWS AND- WOMIDS:662
--- - EXISTING MAJOR CONTOUR
THEME ARE NO JURISDICTIONAL STREAMS .OR WETIMDS
ME"WITHIN THE AREA BEING DEVELOPED ON THIS SITE. EX.ISTING MINOR CONTOUR
DEUNEATION WAS PERFORMED BY ECS CAROUNAS, LTD. PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SHWT HAND AUGER LOCATION
.A.
THE BOUNDARY do TOPOGRAPHIC INFORMATION HEREIN IS FROM SCALE: 1" = 20'
SURVEY INFORMATION SUPPLIED BY LAND SURVEYING do DESIGN, 20 U 29
P.C., PROFESSIONAL LAND SURVEYORS.
OFFSITE TOPOGRAPHIC INFORMATION TAKEN FROM WINSTON
sSALEM GIS.
North
,.� IT. k f-
ti m e.1
Stimmel Associates, PA
Landscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
P' 330 723,1067 F, 336.723.1069
SEALS:
NCBEEs CERT. NO,: C4U7
AL
rt 14985 rt
PROJECT.
IMM
0
z
z
low.
W.
� N
4�d
0
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN,. FAA 17072
[phone]
BILL -KEEN KEENTRANSPORT.COM
DRAWN.-
BMH
DATE:
11129/11
REVISIONS:
JOB. NO.
11-178
SHEET TITLE:
WET
DETENTION
POND
PLAN
SCALE:
1 "-2t3'
SHEET NO.,
= 15'-
C STIMMEL ASSOCIATES, P.A.

910.
h l{
890
880
870
L^f/ INU \..V I VI f I I'1LIi{.11 I J 2+66
BELOW OUTLET BARREL FOR T[!
A DISTANCE OF 5' ON
EACH SIDE Of BARREL.
910
890
88fl
870
860
2+62
SCALE: HORIZ, 1 "=20 VERT. 1 =1 0
77.p T7 a•f
�M. � �' w � �l, i.,,r Y.Iu .i..ti......:,... .. ..., ...,, .� -� ,. '•i �., .. ,,i' .,...t,!lri��,.�10 CL� 'V -ll`e�f>li
�l l !'r v V1T }' ,ty..VA
fjjaSP1f :T - 1 t .l.} A.t.
+ Ins - ? i :S iti � •�; "•
uiv». Lngineenng
Land Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
NOTE' 0:336,7211067 F.336.723,1069
1. CUT --OFF TRENCH SHALL BE A MINIMUM OF 10 FEET WIDE SEALS:
OR OF SUFFICIENT WIDTH TO ACCOMMODATE ADEQUATE
COMPACTION EQUIPMENT, WHICHEVER 15 WIDER.
2, TRENCH DEPTH SHALL BE A MINIMUM OF 3 FEET.
TRENCH MAY GO DEEPER AS DIRECTED BY THE GEOTECHNICAL NCBEES CERT. NO. C4347
ENGINEER, IF POOR SODS EXIST.
3. TRENCH FILL MATERIAL SHALL BE BROUGHT UP AN
COMPACTED AS PART OF THE DAM EMBANKMENT:
SEE
FU PLACED ON SLOPES 4:1 AND STEEPER. SHALL BE
BENCHED INTC? THE SLOPE. BENCH Cl1T INTO SLOPE
SHOULD. BE A MINIMUM OF 1' HIGH AND MAXIMUM 3' HIGH. 7

Stimmel
)CON
Nrs
HOLE FOR 4" SLEEVE SHALL BE
CORE DRILLED IN THE FIELD BY THE
CONTRACTOR. OMIT REINFORCING IN
THIS AREA. SLEEVE SHALL BE
GROUTED IN USING EPDXY GROUT.
PALL
CHOIRS AT 12' O.C.
DIAMETER. DRILL INTO
ICTURE WALL 3" AND SET
VG EPDXY GROUT.
4' COLLAR HE'.
FILL INVERT OF STRUCTURE UP
TO INVERT OF BARREL WITH 3,000
PS1028 DAYS CONC.
E COLLAR SECTION CON
Q=N=Ts
100 STORM EVENT ELEV: 889.27
TOTAL HEIGHT: 5.6'
f I ELEV: 888.60
4" SCH 40 PVC PIPE AND
fta
FITTING WITH SOLVENT
3'-D'
CEMENT JOINTS
NORMAL POOL: 887.50
NORMAL POOL: 887.50
�
18"
JOINT DESIGN SHALL CONFORM
TO ASTM C-478. JOINT SHALL
12"
4" SLEEVES ON
BE SEALED USING BUTYL
12" CENTERS
PROVIDE STEPS IN ACCORDANCE
RUBBER SEALANT CONFORMING
FOR REBAR
W/ ASTM-478 CO -POLYMER
TO ASTM-990. PARGE JOINTS
PENETRATIONS
POLYPROPLYENE STEEL
INSIDE AND OUT WITH NON -
BY PRECASTER
REINFORCED STEPS 16" O.C.
SHRINK GROUT.
F
PROVIDE 4'x2.5"
6' MIN, WALL
REDUCER BUSHING
THICKNESS
a
SOLID PRECAST CONCRETE BOX.
f
WAFFLE STYLE BOX NOT ACCEPTABLE
a.
. a
a d
FILL INVERT OF STRUCTURE
TO INVERT OF BARREL WITH 3,000
PSI CONC.
. a
VIBRATE CONCRETE TO ELIMINATE
VOIDS AROUND REBAR (TYP.)
24" Di PIPE
CAST IN PLACE
INVERT:
883.00
BALLAST PAD-
3" MIN. CLR. 2 POURS
"
(TYP.)
I-1111i10-111lII
A ON
#4 GRADE 60 REBAR
CONTINUOUS
12" O.C., E.W
TIE AT ALL LAPS
AND INTERSECTIONS
TRUCTU
0
PROVIDE STEPS IN ACCORDANCE
W/ ASTM-478 CO -POLYMER
POLYPROPLYENE STEEL
REINFORCED STEPS 16" O.C.
NOTES:
1. FOR TRASH RACK AND ALUMINUM
ANTI -VORTEX PLATES, SEE SHEETS
C-5.06 & C--5.07 FOR DETAILS.
2. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO ENGINEER FOR APPROVAL
PRIOR TO ORDERING THE STRUCTURE.
3. MINIMUM TOTAL WEIGHT OF
PRECAST STRUCTURE WITH BLOCK OUT
FOR BARREL SHALL BE 6,400 POUNDS.
STRUCTURE SHOP DRAWINGS SHALL
SHOW TOTAL STRUCTURE WEIGHT.
CONCRETE COLLAR
BY CONTRACTOR
SEE DETAILS 1 & 2
THIS SHEET
SPOOL PIECES I
3000 PSI
CONCRETE
PROVIDE SPOOL PIECE OF
3' MIN. CLR. (TYP.) LENGTH TO LEAVE
12"-18' BETWEEN BELL
OF PIPE AND BASE WHEN
BARREL IS INSTALLED
I 18" SURGE STONE
STABILIZATION
EXTEND 1' BEYOND
BALLAST PAD
24" DI PIPE
4" PVC
INV 887,50
12"
3'-0"
SEAL PIPE PENETRATION
4 rUSING LINK SEAL
° LS-425-C-23
q 28" BLOCK OUT FOR
24" DI PIPE
SE /BY PRECASTER
HOLE FO MI GL DISCS -CAST
6" MIN. WALL
THICKNESS
INVERT: $83.00 AIL
a a a 6" e.
4 v
a�
a e 4
4
D5.OUTLET STRUCT
Nrs
STER
IN
BASE
I
HOLE FOR 8" BOTTOM DRAIN
SHALL BE CORE DRILLED
IN THE FIELD BY CONTRACTOR.
OMIT REINFORCING THIS AREA.
TRASH GUARD FOR
BOTTOM DRAIN, SEE
SHEET C-5.07
8" DRAIN PIPE & VALVE
`SEE DETAIL 3 THIS SHEET.
12"
CAST IRON STEM
COUPLING
8" DUCTILE IRON
SLUICE GATE
36"
12'
MAX.
CAST IRON HAND WHEEL
AND STEM EXTENSION
BASE
SECTION CONCRETE
SUPPORT
,
3 BOTT�OM�D�RA N
� IAA
III IJ
6'-0'
TOP OF PRECAST
STRUCTURE
ADJUSTABLE DUCTILE IRON STEM GUIDE
TROY VALVE MODEL #A-256805 (TYP)
SECURE STEM GUIDE
VI BRACKET TO WALL USING
,BRACKET
ANCHORS, (TYP.)
8" DUCTILE
IRON PIPE
6" (FLG X PE)
MINIMUM DEPTH
REQ.'D TO INSTALL
ASSEMBLY
SEAL PIPE PENETRATION
USING LINK SEAL
LS-400--C-9:.CORE DRILL
12"0. HOLE IN THE FIELD
VALVE
NOTE:
TRASH RACK NOT SHOWN FOR CLARITY
SEE SHEETS C•-5,06 & C-5.07 FOR
TRASH RACK DETAILS
6'_
LAST
0"
Stimmel 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
5
SEALS:
NCBEES CEIrr. NO.: C-1347
00'+++I
ee
9
A
14985
PROJECT:
0
Z
U
Z
F_
Z
0
z
LLJ
wC/)NN
U
w
o
LL
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO Box 389
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
DRAWN:
BMH
DATE:
11 /29/11
REVISIONS:
JOB. NO:
11-178
SHEET TITLE:
SPILLWAY
STRUCTURE
DETAILS
SCALE:
AS SHOWN
SHEET NO.:
,
C=5x03
0 STIMMEL ASSOCIATES, P.A.

r
N.T.S.
2 co
PROVIDE
RODENT GUARD
AT HEADWALL
NOTES:
1. CONCRETE BEDDING MATERIAL SHALL BE
1,000 PSI PUMP MIX.
2. DO NOT FORM THE SIDES OF THE BEDDING
— POUR FULL WIDTH OF TRENCH
3. PLACE BEDDING IN TWO POURS TO PREVENT
PIPE FLOATATION. INITIAL POUR TO EXTEND
3" — 4" ABOVE UNDER SIDE OF PIPE.
FINAL POUR TO EXTEND -Y4 PIPE DIAMETER.
COMPACTED BACKFILL
a ,—CONCRETE BEDDING
E PIPE BEDDING.
POUR
CONCRETE
0
RISER OUTLET PIPE
(SEE PLANS)
4" COUPLING OR
BELLED JOINT , 4" GLUED CAP
Q . I :.
°.i - 4 4
Y'J j l I (2) 4" SCH 40 PVC WELL * 64 MINIMUM,
d j 1 SCREEN PIPE 12" MAXIMUM
Ad • (2} 4" SCH 4Q PVC SOLID PIPE FROM SEEPAGE SLOT WIDTH: 0.010 IN
n
DIAPHRAGM TO HEADWALL ~ O.D. SLOT LENGTH: 1.75 IN
SLOT SPACING: 0.25 IN
ROWS OF SLOTS: 4
SECTION.
CONCRETE
HEADWALL. 4
4, d °
4 4 d d
a °
° d
d 4
4.'
OUTLET 4" SEEPAGE
d ° BARREL DIAPHRAGM Q
4 ° DRAIN PIPE a
(TYP.)
°
° 4 d 4 4-' 4 4.
4 a
d a
4 4 v .
d d d d RODENT GUARD °.
° 4a
ELEVATION
4" SEEPAGE DIAPHRAGM
PLAN
TOP OF
RIPRAP
Somme'
fi�
ANIM,
Stimmel 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:
1r
NCBEES CERT. NO.: C-1347
M
EAL
• 14 B5
w
L
PROJECT:
0
no
U)
Z
o
z
z
0
z
LU
U
W
�
0
LL
CLIENT:
BILL KEEN
KEEN TRANSPORT,
PO BOX 389
INC.
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
DRAWN:
BMH
DATE:
11 /29/11
REVISIONS:
JOB. NO:
11-178
SHEET TITLE:
MISC POND
DETAILS
SCALE: AS SHOWN
SHEET NO.:
Cw5w04
® STIMMEL ASSOCIATES, P.A,
I
f =li 011
- y.n w•W a r r

Y
FLARED
END
SECTION
BOTTOM WIDTH VARIES — SEE PLAN
3 3
�1 1�
WOVEN GEOTEXTILE
FABRIC UNDERLINER.
24" THICK CLASS 1 MIRAFI 700x OR EQUAL
RIP —RIP
d50 RIP 6" THICK BEDDING LAYER
NCDOT #57 WASHED STONE
dmax = 17"
SECTION A --A
3'
VEGETATIVE
SHELF
lot 3'�
1, 24" THICK CLASS 1 RIP RAP
IWITH d50 = 10"
WOVEN GEOTEXTILE FABRIC / 6" THICK #57 WASHED STONE
MIRAFI 70OX OR EQUAL
SECTION
24" THICK CLASS 1 RIP RAP
WITH d50 = 10"
INSIDE EDGE OF
VEGETATIVE SHELF
6" THICK #57 /
WASHED STONE
WOVEN GEOTEXTILE FABRIC
MIRAFI 70OX OR EQUAL
PROFILE
POND ENTRANCE'RIP RAP PROTECTIOt
i
1
s y1s�.:, f�syas � r T• • r
��•��I����li���li•�
►� 1'�'f�►� ir'?'i�� 1 r'1%r�� 1•r��! 1!1%��1:1'rr'�� 1 !1%i 1 r'tri► . ' • • BOTTOM
WOVEN•
70OX OR EQUAL
SECTION
•' OF •'
BAFFLE
.♦ �,, • ry 1 • ,, 1• Sy,t�3 POND BOTTOM
\WOVEN GEOTEXTILE
MIRAFI 70OX OR EOUAL
ELEVATION
FOREBAY RIP RAP FILTER
L
1 POND
:• •
` sy1•.
5
i-:��1•TT•� � �Lr""_- �:�1. oil r► �:r1 •
IF24" THICK CLASS I
III 1�� • �•� •! I1�r
r.�.�.r .r. .rw.r�.r w.ri.rw.r�.�w }war w.r•
RIP RAP
• r STONE
WOVEN•
MIRAFI 70OX OR EQUAL
1
Stimmel
Stimmel Associates, PA
Landscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 24fl
Winston Salem, NC 27101-2916
P:336.723.1067 E:336,723,1069
SEALS:
NCB€ES CERT. NO.: C4347
1111f{{Ili//!1///�I
:2
AL
s
v�
PROJECT:
O
Z V
Z
Z
O
V
Z =
LULU
LL
~
Y O
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
BILL.KEENQKEENTRANSPORT.COM
DRAWN: BMH
DATE: 11 /29/11
REVISIONS:
JOB. NO: 11-178
SHEET TITLE:
MISC POND
DETAILS
SCALE: AS SHOWN
SHEET NO.:
C=5m05
(C) STIMMEL ASSOCIATES, P.A.

DOOR PLAN VIEW
EE SHEET C-05-07
FOR DETAILS
j
INTERIOR
B
SPACE SECONDARY "
MEMBERS EQUALLY
(12- MAXIMUM TYP)
TRASH RACK PLAN VIEW
SCALE: NTS
FULL WELD A
ALL INTERSECTIONS(TYF
SECONDARY MEMBERS
(TYP)
PRIMARY FRAME
(TYP)
FULL WELD AT
ALL INTERSECTIONS(T
SECONDARY MEMBERS
(TYP)
PRIMARY FRAME
(TYP)
SECONDARY MEMBERS,
1-112" x 1-112" x 118" ALUM. SQUARE —
TUBE, PERIMETER FRAME(TYP)
A
EXTERIOR
LADDER
SPACE SECONDARY
/MEMBERS EQUALLY
(12" MAXIMUM TYP)
TRASH RACK IS
C2�
SCALE: NTS
EXTERIOR LADDER ON
SAME SIDE AS BARREL
OUTLET STRUCTURE
SEE SHEETS C-05.03
FOR DETAILS
OMETRIC VIEW.
WELD FULL INTERIOR
PRIMARY FRAME
3"x3"x1/4"A
TUBE, PERIN
PRIMARY FRAME ISOMETRIC VIEW
SCALE: NTS
1-112" X 1-112" X 118"
JM SQUARE
FULL WELD AT ALL
INTERSECTIONS(TYP)
3" SQUAR
BRACE,'
(2 AT DIAGONA
HORIZONTAL 1-112" ALUMINL
SQUARE TUBES TO BE FLUS
WITH OUTER FRAME
EXTEND VERTICAL SECOND,
BAR DOWN TO FORM THE U
1-112" ALUMINUM SQUARE
TUBE LADDER
EXTEND LADDER TO 16"
ABOVE TOP OF BARREL -
FIELD VERIFY DIMENSION
IUM
LADDER. DO NOT ATTACH LADDER
! IPA"S E CT I O N A -A TO RISER STRUCTURE.
IIPIIIII"1-�II�I I 1�111���11111911111UI IIII�I 1�
SCALE. NTS -
ANTI -VORTEX PLATE
1-112" X 1-112" X 118"
(TYP) SIDE AS THE BARREL
SECTION B-B
I SCALE:NTS
PRIMARY FRAME
(TYP)
ATE THE ALUMINUM BASE
FE FROM THE CONCRETE.
:R WITH A BITUMINOUS
E, TYP.
SECTION A -A WITHOUT SECONDARY MEMBERS
5 SCALE: NTS
FULL WELD AT ALL SEE DOOR PLAN VIEW PRIMARY FRAME
ITERSECTIONS(TYP)SHEET C-05.07 ��- (TYP)
FULL WELD AT
ALL INTERSECTIONS
(TYP)
r
N
12"
DOOR STOP
SEE DETAIL 7
SHEET C-05.07
ISOLATE THE ALUMINUM BASE
PLATE FROM THE CONCRETE
/ RISER WITH A BITUMINOUS
/ TAPE, TYP.
ANTI -VORTEX PLATE
SEE SHEET C-05.07
FOR DETAILS
3" SQUARE TUBE KNEE
BRACE, TYPICAL OF 4
(2 AT DIAGONAL CORNERS)
12"
NOTES:
1. SEE PROJECT SPECIFICATIONS FOR
MATERIAL SPECIFICATIONS.
2. PROVIDE FULL WELDS AT ALL
INTERSECTIONS.
3. PROVIDE SHOP DRAWINGS TO ENGINEER
FOR REVIEW AND APPROVAL PRIOR
TO FABRICATION.
4. IT IS RECOMMENDED THAT THE TRASH RACK BE
FABRICATED AFTER THE RISER IS CONSTRUCTED
SO DIRECT FIELD MEASUREMENTS CAN BE MADE.
SECTION B-B WITHOUT SECONDARY MEMBERS
Stimmel
Stimmel Associates, PA
Landscape Architecture
Civil Engineering
Land Planning �-
601 N. Trade Street Suite 200
Winston Salem, NG 27101-2916
P:336.723.1067 F:336,723,1069
SEALS: 1810
NCSEES CERT. NO.: C4347
SEAL is
1485r":
"1,`'£A �s IuG'���
PROJECT:
0
am
Cf)
Z
U
Z
Z
0
z
U
=
Ljj
LLJ
U'
cy-
LL
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
DRAWN:
BMH
DATE:
11/29/11
REVISIONS:
JOB. No:
11-178
SHEET TITLE:
TRASH RACK
DETAILS
SCALE:
AS SHOWN
SHEET NO.:
Cm5mO6
STIMME:L ASSOCIA'FES. RA,
- -- '7 i i �i i1 �'•: — � r` .; � 1s ;,yrf��rj rT` -r. � .f � --
-

7i1.! ..i. � �'-i., '.i�rL __°'�___�a .... _... _ ....._ .�� ...�� E•� 1 ._F,� _ s_ _ � _ � �f..,..'t'...�.. iy�r._ I.,J ;.'� .
POND CONSTRUCTION SPECIFICATIONS:
Stimmel
I SITE PREPARATION
AREAS DESIGNATED FOR BORROW AREAS, EMBANKMENT, AND STRUCTURAL WORKS SHALL BE CLEARED, GRUBBED AND
STRIPPED OF TOPSOIL. ALL TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED. CHANNEL
BANKS AND SHARP BREAKS SHALL BE SLOPED TO NO STEEPER THAN 2:1. AREAS TO BE COVERED BY THE RESERVOIR WILL
BE CLEARED OF ALL TREES, BRUSH, LOGS, FENCES, RUBBISH AND OTHER OBJECTIONABLE MATERIAL UNLESS OTHERWISE
DESIGNATED ON THE PLANS. TREES, BRUSH AND STUMPS SHALL BE CUT APPROXIMATELY LEVEL AT THE GROUND SURFACE.
ALL CLEARED AND GRUBBED MATERIAL SHALL BE DISPOSED OF OUTSIDE AND BELOW THE LIMITS OF THE DAM AND
RESERVOIR AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. A SUFFICIENT QUANTITY OF TOPSOIL WILL BE STOCKPILED
IN- A SUITABLE' LOCATION FOR USE ON THE EMBANKMENT AND OTHER DESIGNATED AREAS.
II EARTH FILL
A. ALL MATERIAL PROPOSED FOR USE AS FILL SHALL BE CHECKED FOR COMPLIANCE WITH THIS SECTION BY THE
GEOTECHNICAL ENGINEER PRIOR TO BEGINNING WORK. THE DAM FILL MATERIAL MAY BE TAKEN FROM ONSITE PROVIDED
IT MEETS THE MATERIAL REQUIREMENTS OUTLINED BELOW. IT SHALL BE FREE OF ROOTS, STUMPS, WOOD, RUBBISH,
STONES GREATER THAN 4-, FROZEN OR OTHER OBJECTIONABLE MATERIALS. FILL MATERIAL FOR THE EMBANKMENT AND
CUT OFF TRENCH SHALL BE AS FOLLOWS: CONTROLLED FILL SHALL BE SOIL THAT HAS LESS THAT 5% FIBROUS ORGANIC
CONTENT AND A LIQUID LIMIT AND PLASTICITY INDEX LESS THAN 50 AND 20, RESPECTIVELY. SOILS WITH UNIFIED SOIL
CLASSIFICATION SYSTEM GROUP SYMBOLS OF SM, SC, AND ML ARE SUITABLE FOR USE AS CONTROLLED FILL. SOILS WITH
USC GROUP SYMBOL OF CL WHICH MEET THE RESTRICTIONS FOR LIQUID LIMIT AND .PLASTICITY INDEX ARE ALSO
SUITABLE FOR USE AS CONTROLLED FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE ALL EARTH FILL PRIOR TO
PLACEMENT.
B. PLACEMENT AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL OR AS
DIRECTED BY THE SOILS ENGINEER. STRIPPING DEPTH OR UNDERCUTTING OF UNSUITABLE SOILS SHALL BE DETERMINED
BY THE SOILS ENGINEER. FILL MATERIALS SHALL BE PLACED IN MAXIMUM B-INCH THICK (BEFORE COMPACTION) LAYERS
WHICH ARE TO BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE FILL. THE MOST PERMEABLE MATERIAL SHALL BE
PLACED IN THE DOWNSTREAM PORTIONS OF THE EMBANKMENT. THE PRINCIPAL SPILLWAY MUST BE INSTALLED
CONCURRENTLY WITH FILL PLACEMENT AND NOT EXCAVATED INTO THE EMBANKMENT.
C. ALL DAM FILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D-698) WITH A MOISTURE CONTENT WITHIN 2% DRY TO 5% WET OF THE OPTIMUM. EACH LAYER OF FILL SHALL
BE COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY, AND IS TO BE CERTIFIED BY THE GEOTECHNICAL ENGINEER AT
THE TIME OF CONSTRUCTION. NO COMPACTION EQUIPMENT SHALL TRAVERSE ANY PIPE UNTIL MINIMUM COVER IS
PLACED OVER PIPE TO PREVENT DAMAGE TO THE PIPE.
D. THE DISTRIBUTION OF MATERIALS THROUGHOUT EACH ZONE SHALL BE ESSENTIALLY UNIFORM, AND THE FILL SHALL BE
FREE FROM LENSES, POCKETS, STREAKS OR LAYERS OF MATERIAL DIFFERING SUBSTANTIALLY IN TEXTURE, MOISTURE
CONTENT, OR GRADATION FROM THE SURROUNDING MATERIAL.
E. IF THE SURFACE OF ANY LAYER BECOMES TOO HARD AND SMOOTH FOR PROPER BOND WITH THE SUCCEEDING LAYER, IT
SHALL BE SCARIFIED PARALLEL TO THE AXIS OF THE FILL TO A DEPTH OF NOT LESS THAN 2 INCHES BEFORE THE NEXT
LAYER IS PLACED.
F. THE TOP SURFACES OF EMBANKMENTS SHALL BE MAINTAINED APPROXIMATELY LEVEL DURING CONSTRUCTION, EXCEPT
THAT A CROWN OR CROSS -SLOPE OF APPROXIMATELY 2 PERCENT SHALL BE MAINTAINED TO INSURE EFFECTIVE
DRAINAGE, AND EXCEPT AS OTHERWISE SPECIFIED FOR DRAINFILL OR SECTIONAL ZONES.
G. DAM EMBANKMENTS SHALL BE CONSTRUCTED IN CONTINUOUS LAYERS FROM ABUTMENT TO ABUTMENT EXCEPT WHERE
OPENINGS TO FACILITATE CONSTRUCTION OR TO ALLOW THE PASSAGE OF STREAM FLOW DURING CONSTRUCTION ARE
SPECIFIED ON THE DRAWINGS.
H. EMBANKMENTS BUILT AT DIFFERENT LEVELS AS DESCRIBED UNDER (F) OR (G) ABOVE SHALL BE CONSTRUCTED SO THAT
THE SLOPE OF THE BONDING SURFACES BETWEEN EMBANKMENT IN PLACE AND EMBANKMENT TO BE PLACED IS NOT
STEEPER THAN 3 FEET HORIZONTAL TO I FOOT VERTICAL. THE BONDING SURFACE OF THE EMBANKMENT IN PLACE SHALL
BE STRIPPED OF ALL MATERIAL NOT MEETING THE REQUIREMENTS OF THIS SPECIFICATION, AND SHALL BE SCARIFIED,
MOISTENED AND RECOMPACTED WHEN THE NEW FILL IS PLACED AGAINST IT AS NEEDED TO INSURE A GOOD BOND WITH
THE NEW FILL AND TO OBTAIN THE SPECIFIED MOISTURE CONTENT AND DENSITY AT THE CONTACT OF THE IN PLACE AND
NEW FILLS.
I. AFTER FILLING IS COMPLETE AND JUDGED TO BE' IN SUBSTANTIAL COMPLIANCE WITH THIS SECTION BY THE' SOILS
ENGINEER, NO FURTHER EXCAVATION OR FILLING SHALL BE DONE, EXCEPT AS APPROVED. THE CONTRACTOR SHALL
TAKE ALL NECESSARY STEPS TO PREVENT EROSION, SATURATION, OR OTHER DETERIORATION OF THE FILLED AREA.
J. QUALITY CONTROL TESTING SHALL BE AS CALLED FOR IN THE EARTHWORK SECTION OF THE PROJECT TECHNICAL
SPECIFICATIONS_
III BACKFILL ADJACENT TO PIPES & STRUCTURES
BACKFILL ADJACENT TO PIPES OR STRUCTURES SHALL BE OF THE TYPE AND QUALITY CONFORMING TO THAT SPECIFIED
FOR THE ADJOINING FILL MATERIAL. THE FILL SHALL BE PLACED IN HORIZONTAL LAYERS AT A THICKNESS THAT IS
COMPATIBLE WITH THE COMPACTION EQUIPMENT BEING USED TO ACHIEVE THE SPECIFIED COMPACTION. THE MATERIAL SHALL
COMPLETELY FILL ALL SPACES UNDER AND ADJACENT TO THE PIPE. AT NO TIME DURING THE BACKFILLING OPERATION SHALL
DRIVEN EQUIPMENT BE ALLOWED TO OPERATE CLOSER THAN FOUR FEET, MEASURED HORIZONTAL, TO ANY PART OF A
STRUCTURE. UNDER NO CIRCUMSTANCES SHALL EQUIPMENT BE DRIVEN OVER ANY PART OF A CONCRETE STRUCTURE OR
PIPE, UNLESS THERE IS A COMPACTED FILL OF 24" OR GREATER OVER THE STRUCTURE OR PIPE.
IV PIPE CONDUITS
A. ALL PIPES SHALL BE CIRCULAR IN CROSS SECTION
B. DUCTILE IRON PIPE - ALL OF THE FOLLOWING SHALL APPLY FOR DUCTILE IRON PIPE:
1. MATERIALS - PIPE AND ITS APPURTENANCES SHALL BE DUCTILE IRON PIPE CONFORMING TO ANSI A21.50 (AWWA
C150) AND ANSI A21.51 (AWWA C151). THE INTERIOR OF THE PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH
ANSI A21.4 (AWWA C104). THE EXTERIOR OF THE PIPE SHALL BE COATED WITH A BITUMINOUS COATING.
*THE BARREL PIPE SHALL BE AS FOLLOWS: 24 INCH DIAMETER, THICKNESS CLASS 50
2. JOINTS - ALL PIPE JOINTS SHALL BE COMPLETELY WATERTIGHT, AND SHALL BE SINGLE RUBBER GASKET PUSH -ON
TYPE OR MECHANICAL JOINT TYPE. RUBBER GASKETS SHALL CONFORM TO ANSI A21.11 (AWWA C111). .
3. THE SPILLWAY STRUCTURE DETAILS SHOW A SHORT SPOOL PIECE OF PIPE AT THE RISER. IF THE SPOOL PIECE IS
PROVIDED BY FIELD CUTTING, THE CONTRACTOR SHALL VERIFY THAT THE PIPE BEING PROVIDED IS SUITABLE FOR FIELD
CUTTING AS RECOMMENDED BY THE MANUFACTURER. FIELD -CUT SPIGOT ENDS SHALL BE PREPARED AS
RECOMMENDED BY THE MANUFACTURER TO AVOID DAMAGE TO THE BELL -END GASKET. IF THE PIPE PROVIDED IS NOT
SUITABLE FOR FIELD CUTTING, A FACTORY SPOOL PIECE SHALL BE PROVIDED.
4. BEDDING - THE PIPE SHALL BE FIRMLY AND UNIFORMLY BEDDED THROUGHOUT ITS ENTIRE LENGTH. BEDDING SHALL
BE PROVIDED AS SPECIFIED ON THE DRAWINGS.
5. LAYING PIPE -PIPE SHALL BE PLACED WITH THE BELL END UPSTREAM, JOINTS SHALL BE MADE IN ACCORDANCE
WITH RECOMMENDATIONS OF THE MANUFACTURER. AFTER THE JOINTS ARE SEALED FOR THE ENTIRE LENGTH OF THE
BARREL, THE BEDDING MATERIAL SHALL BE PLACED SO THAT ALL SPACES UNDER THE PIPE ARE FILLED. CARE SHALL
BE EXERCISED TO PREVENT ANY DEVIATION FROM THE ORIGINAL LINE AND GRADE OF THE PIPE. THE FIRST JOINT
FROM THE RISER SHALL BE A SPOOL PIECE OF THE LENGTH SPECIFIED ON THE STRUCTURE DETAILS.
6. BACKFILLING SHALL CONFORM TO "BACKFILL ADJACENT TO PIPES & STRUCTURES" AS SHOWN IN SECTION III ABOVE.
V CONCRETE
CONCRETE SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, STANDARD
SPECIFICATIONS, SECTION 1000, CLASS A. UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS.
VI ROCK RIP RAP
ROCK RIP RAP SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, STANDARD
SPECIFICATIONS, SECTION 1042. THE RIP -RAP SHALL BE PLACED TO THE REQUIRED THICKNESS IN ONE OPERATION. THE
ROCK SHALL BE DELIVERED AND PLACED IN A MANNER THAT WILL INSURE THE RIP- RAP IN PLACE SHALL BE REASONABLY
HOMOGENEOUS WITH THE LARGER ROCKS UNIFORMLY DISTRIBUTED AND FIRMLY IN CONTACT ONE TO ANOTHER WITH THE
SMALLER ROCKS FILLING THE VOIDS BETWEEN THE LARGER ROCKS. FILTER CLOTH SHALL BE PLACED UNDER ALL RIP RAP
AND SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS,
SECTION 1056, TYPE 2.
0
VIII DEWATERING DURING CONSTRUCTION
ALL WORK ON THE PERMANENT STRUCTURE SHALL BE CARRIED OUT IN AREAS FREE FROM WATER. THE CONTRACTOR SHALL
CONSTRUCT AND MAINTAIN ALL TEMPORARY DIKES, LEVEES, COFFER DAMS, DRAINAGE CHANNELS, AND DRAINAGE DIVERSIONS
NECESSARY TO PROTECT THE AREAS TO BE OCCUPIED BY THE PERMANENT WORKS. THE CONTRACTOR SHALL ALSO FURNISH,
INSTALL, OPERATE AND MAINTAIN ALL NECESSARY PUMPING AND OTHER EQUIPMENT REQUIRED FOR REMOVAL OF WATER
FROM THE VARIOUS PARTS OF THE WORK AND FOR MAINTAINING THE EXCAVATIONS, FOUNDATION, AND OTHER PARTS OF THE
WORK FREE FROM WATER AS REQUIRED OR DIRECTED BY THE ENGINEER FOR CONSTRUCTING EACH PART OF THE WORK.
AFTER HAVING SERVED THEIR PURPOSE, ALL TEMPORARY PROTECTIVE WORKS SHALL BE REMOVED OR LEVELED AND GRADED
TO THE EXTENT REQUIRED TO PREVENT OBSTRUCTION IN ANY DEGREE WHATSOEVER OF THE FLOW OF WATER TO THE
SPILLWAY OR OUTLET WORKS AND SO AS NOT TO INTERFERE IN ANY WAY WITH THE OPERATION OR MAINTENANCE OF THE
STRUCTURE. DRAINAGE DIVERSIONS SHALL BE MAINTAINED UNTIL THE FULL FLOW .CAN. BE PASSED THROUGH THE PERMANENT
WORKS. THE REMOVAL OF WATER FROM THE REQUIRED EXCAVATION AND THE FOUNDATION SHALL BE ACCOMPLISHED IN A
MANNER AND TO THE EXTENT THAT WILL MAINTAIN STABILITY OF THE EXCAVATED SLOPES AND BOTTOM OF REQUIRED
EXCAVATIONS AND WILL ALLOW SATISFACTORY PERFORMANCE OF ALL CONSTRUCTION OPERATIONS. DURING THE PLACING AND
COMPACTING OF MATERIAL IN REQUIRED EXCAVATIONS, THE WATER LEVEL AT THE LOCATIONS BEING REFILLED SHALL BE
MAINTAINED BELOW THE BOTTOM OF THE EXCAVATION AT SUCH LOCATIONS WHICH MAY REQUIRE DRAINING THE WATER TO
SUMPS FROM WHICH THE WATER SHALL BE PUMPED.
IX STABILIZATION
ALL BORROW AREAS SHALL BE GRADED TO PROVIDE PROPER DRAINAGE AND LEFT IN A MOUNDED CONDITION. ALL EXPOSED
SURFACES OF THE EMBANKMENT, SPILLWAY, SPOIL AND BORROW AREAS, AND BERMS SHALL BE STABILIZED BY SEEDING,
LIMING, FERTILIZING AND MULCHING IN ACCORDANCE WITH THE SPECIFICATIONS AS SHOWN ON THE ACCOMPANYING DRAWINGS.
X EROSION AND SEDIMENT CONTROL
CONSTRUCTION OPERATIONS WILL BE CARRIED OUT IN SUCH A MANNER THAT EROSION WILL BE CONTROLLED AND WATER
AND AIR POLLUTION MINIMIZED. STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT WILL BE FOLLOWED.
CONSTRUCTION PLANS SHALL DETAIL EROSION AND SEDIMENT CONTROL MEASURES TO BE EMPLOYED DURING THE
CONSTRUCTION PROCESS.
SEEDING SCHEDULE
REFER TO SHEET C-3.01 FOR SEEDING SPECIFICATIONS
PRECAST STRUCTURE SPECIFICATIONS
1. STRUCTURE DESIGN SPECIFICATIONS SHALL CONFORM TO ASTM C913 SPECIFICATIONS FOR "PRECAST CONCRETE WATER AND
WASTEWATER STRUCTURES" AND NCDOT STANDARDS.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI MINIMUM.
3. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C890 SPECIFICATIONS FOR "STRUCTURAL DESIGN LOADING FOR WATER
AND WASTEWATER STRUCTURES" AND SHALL UTILIZE GRADE 60 STEEL CONFORMING TO ASTM A615, OR WELDED WIRE FABRIC
CONFORMING TO ASTM A185, OR BOTH.
4. PROVIDE ADDITIONAL REINFORCING AT OPENINGS.
5. STRUCTURE TO BE DESIGNED FOR FULL HYDROSTATIC LOADING RESULTING FROM .WATER LEVELS TO THE TOP OF THE DAM
OR HS-20 TRAFFIC LOADING, WHICHEVER RESULTS IN THE HIGHEST STRESSES WITHIN EACH ELEMENT OF THE STRUCTURE.
6. STEPS SHALL BE PROVIDED AS SHOWN. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC AND
MEET THE REQUIREMENTS OF ASTM C478.
7. JOINT DESIGN SHALL CONFORM TO ASTM C478. JOINTS TO BE SEALED USING BUTYL RUBBER JOINT SEALANT CONFORMING
TO ASTM C990. ALL JOINTS IN THE ASSEMBLED STRUCTURE SHALL BE PARGED INSIDE AND OUT USING NON -SHRINK
GROUT.
8. 4 INCH PVC SLEEVES SHALL BE PROVIDED THRU THE STRUCTURE WALLS FOR REBAR PENETRATION DURING INSTALLATION AS
DETAILED.
9. BLOCKOUT OPENINGS SHOWN ON THE STRUCTURE DETAILS SHALL BE MADE USING LINK -SEAL CELL -CAST HOLE FORMING
DISKS. THE SURFACES OF THE CAST BLOCKOUTS SHALL BE GROUND SMOOTH BEFORE SHIPPING.
10. THE STRUCTURE WEIGHT SHALL BE AT LEAST THE WEIGHT SHOWN ON THE STRUCTURE DETAILS.
11. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE PRECAST STRUCTURE FOR APPROVAL PRIOR TO FABRICATION.
THE SHOP DRAWINGS SHALL INCLUDE THE UNIT WEIGHT OF THE CONCRETE USED, THE TOTAL STRUCTURE WEIGHT AND SHALL
SPECIFY THAT LINK SEAL CELL -CAST HOLE FORMING DISKS WILL BE USED TO FORM THE BLOCKOUTS.
SURVEY REQUIREMENTS:
1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURVEYING REQUIRED BY THE CONSTRUCTION DOCUMENTS. THIS SHALL
INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: GRADING, RISER STRUCTURE; BARREL, TOE DRAIN, STORM DRAINAGE,
ACCESS ROADWAY, BORROW AREA & ETC.
2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FINAL AS -BUILT SURVEY OF THE POND. THE AS -BUILT SURVEY SHALL
BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR AND SHALL INCLUDE THE FOLLOWING ITEMS:
A. POND/ DAM GRADING (FULL TOPO OF POND INCLUDING OUTSIDE TOE OF DAM.) WITH 1 FOOT CONTOURS AND SPOT
ELEVATIONS ALONG EACH EDGE AND CENTER TOP OF DAM IN 25 FOOT INTERVALS.
B. TOP OF RISER ELEVATION AND UPSTREAM AND DOWNSTREAM INVERTS OF BARREL-
C. INVERT OF DRAW DOWN PIPE
D. FULL TOPO OF EMERGENCY SPILLWAY
E. LOCATION, ELEVATION, AND WIDTH OF PLANTING SHELF
F. BOTTOM OF POND ELEVATION
G. LOCATION OF RIPRAP DISSIPATOR PAD(S)
H. LOCATION AND ELEVATION OF SOIL/RIPRAP BAFFLES
3 IF THE AS -BUILT SURVEY DOES NOT COMPLY WITH THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR WILL BE REQUIRED
TO CORRECT THE DEFICIENT ITEMS. THE CONTRACTOR WILL RESPONSIBLE FOR REVISING THE AS -BUILT SURVEY.
4 CONTRACTOR'S SURVEYOR SHALL PROVIDE AN AUTOCAD DRAWING AND SEALED HARDCOPY TO ENGINEER.
INSPECTION SCHEDULE
IT IS CRITICAL FOR SEVERAL ITEMS TO BE INSPECTED AT THE APPROPRIATE TIME DURING CONSTRUCTION. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER AT LEAST 2 DAYS PRIOR TO BEGINNING WORK ON THESE ITEMS TO
SCHEDULE INSPECTIONS. THE ITEMS ARE AS FOLLOWS:
ANY ITEMS CONSTRUCTED AND COVERED PRIOR TO OBSERVATION WILL BE UNCOVERED OR TESTING WILL BE PROVIDED AS
APPROPRIATE AT THE CONTRACTOR'S EXPENSE.
1 THE CUTOFF TRENCH SHALL BE INSPECTED AFTER EXCAVATION AND PRIOR TO PLACING BACKFILL.
2 RISER STRUCTURE BASE PRIOR TO PLACING CONCRETE (BOTH POURS).
3 BARREL PLACEMENT BEFORE AND DURING BEDDING PLACEMENT.
4 TOE DRAIN AND SEEPAGE DIAPHRAGM DRAIN PIPES PRIOR TO PLACING FILTER SAND.
4 CONCRETE COLLAR FORMING AT OUTLET STRUCTURE PRIOR TO PLACING CONCRETE.
5 FINAL INSPECTION.
St"rmmel Associates, PA
Landscape Architecture
Civil Engineering
Lane! Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
P:336.723.1067 F.,336.723.1069
SEALS:
NCBEES CERT. NO.: C-1347
AL r' 14485
r'f.`i,4
PROJECT:
am
U)
Z
u
Z
OC
�
H
Z
0
z
=
LLJ
�
LU
�
�
o
LL
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO Box 389
NEW KINGSTOWN, PA 17072
[phone]
BILL. KE [e-mail]
DRAWN: BMH
DATE: 11 /29111
REVISIONS:
JOB. No: 11-178
SHEET TITLE:
POND
SPECIFICATIONS
SCALE: AS SHOWN
SHEET NO.:
C=5w08
T- �r �.1' �.r - y"► rj� it '�7.•Tr �` s, .;7 i. ;j T.•
.5'. • 1 1'! + ,• 1,, 1 it i 1 !•I I . 1 1 ^ �'�' t{ i t I' 1 f/ , 5 1 1 1
.d• ... j .J. .. r.- ,d•-.._. ,i. .. .,. .... .. .. ......., ... � � ..� ... .. .. .,. ...., ..l�. .x! ,5., 4t, �F. u. Lw, S.. SRi f,a..4.
@ STIMMEL ASSOCIATES, P.A.

3
,
j
f
i
PLANT LIST
Code
I Common Name
Botanical Name
Caliper
Height
Spread
Spacing
Comments
Groundcovers 1 Perennials
BFI
'Blue Flag' Iris
Iris Arginica 'Blue Flag'
260
----
Full
Full
24" o.c. Max.
Container, Blue Flowers
JE
Common Rush
Juncus etfusus
250
---
Full
Full
24" o.c. Max.
Container
JPW
Joe Pye Weed
Eupatodadelphus fistolosus
250
---
18-24"
Full
24" o.c. Max.
Container
PW
Pickerel Weed
Pontedaria cordata
300
----
Full
Full
30" o.c. Max
Container '
ISM
Swamp Milkweed
Asclepias incamata
250
---
12-15"
Full
24" o.c. Max_
Container
SRM
IScadet Rose Mallow
IHibiscus coccineus
300
---
24-26"
1 12-15"
24" o.c. Max.
Container
NOTE: REFER TO WET DETENTION POND PLANS AND SPECIFICATIONS FOR ADDITIONAL SEEDING SPECIFICATIONS.
SITE
'On
VICINITY MAP
N.T.S
Stimmel Associates, PA
Rd. 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: `���s••�,,,��.
spill
z� =
-_
SEAL `
� r
iVXON
14t11111f f!
�4
1161
r
''%71RLY \
/!!llffllllU
40 0 40 80 120
North SCALE. 1' = 49
PROJECT:
U
Z
0=0
aV
H
Z
0
�
CLCf)
Z
U)
U)
x
O
aLL
06
z
LU
U)
z
O
Uj
U)
z
CLIENT:
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
BILE.. [e-mail]
DRAWN:
JMT
DATE:
11 /17/11
REVISIONS:
JOB. NO:
11-178
SHEET TITLE:
SWM
POND
LANDSCAPE
PLAN
SCALE:
1 "=20'
SHEET NO.:
L-'I z04
@ STIMMEL ASSOCIATES, P.A.

- ---- ---- Y--- --._.i:iL..�l ----L ` - -- - ----- a t :� - .,,:LJ...L _ _.�..1 - - - •--. .!i.�ik : t �i1�::Y
LANDSCAPE WORK SPECIFICATIONS:
Lime: Ground limestone containing not less than 85% total carbonates to such fineness that 50% will pass
PART 1 - GENERAL
through a 100-mesh sieve and 90% will pass through a 20-mesh sieve. Use as necessary for specft plants -
DESCRIPTION OF WORK,
Commercial Fertilizer: Organic fertilizer Stay Green Nursery Special 12-" or approved equal; delivered
Extent of landscape work includes furnishing all materials, equipment and labor necessary for preparation of
dry/free-flowing in original unopened containers, each bearing manufacturer's guaranteed analysis, shall conform
final subgrades in planting areas; distribution/ application of topsoil; soil treatment; planting of trees and shrubs;
to applicable State Fertilizer laws. Any fertilizer which becomes cakedldamaged, making it unsuitabis for use, will
protection/ maintenancelguarantee/replacement of plants; related items required to complete work indicated on
not be accepted.
drawings and specifications. (See Landscape Plan.)
PrramergettL-e Herblclde: Landscape Contractor to apply Pre -emergence Herbicides as per manufacturer's
specifications in all plant bads prior to final mulch application.
GUARANTEE:
Guarantee treeslshrubsllawn/grass for period of one year after date of acceptance, against defects inckrding
Soil Mbc: Alt plant beds shall be composed of the following:
death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuseldamage by others, or
1 part Existing Soil
1 part Topsoil
unusual phenomenafincidents which are beyond landscape installer's control.
1 part Pine Boric Soli ConditionerRemove/replace
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
Soil Conditioner; Soil Conditioner shall be small pine bark particles of 3/8" or less, provided in prepackaged bags
trees/shrubs which are in doubtful condition at end of warranty period, unless, in opinion of Landscape Architect, it
or approved bulk delivery.
is advisable to extend warranty period for a full -growing season.
Another inspection wilt be conducted at end of extended warranty period, B any, to determine
Mulch: Contractor shall supply/place dean pine straw mulch 3' depth moistened at time of application to prevent
aeeeptancelrejection. Only one replacement will be required at end of guarantee period, except for
wind displacement: bed mulched instead of pit mulched. At cones to be removed.
losseslreplacements due to failure to comply with specified requirements.
Water: Furnished by Owner, suitable for irrigation and free from ingredients harmful to plant life.
INDUSTRY STANDARDS'
Materials for Staking Tram: Contractor shall place stakes of sound new hardwood, treated softwood or
Some products and execution are specified in this Section by reference to published spedCrcatiorts or
redwood, free of knot holes/defeets. Provide wire tfeslguys of 2-strand twisted, pliable, #2-12 gage, galvanized
iron wire, zinc -coated tumbuckles. Provide not less than 1/2" hose, cut to required lengths to protect tree trunks
standards of the following (with respective abbreviations used). Reference is to the latest edition of the standard
from damage.
referenced.
The American Society for Testing and Materials (ASTM)
PART 3 -EXECUTION
Association of Official Agricultural Chemists (AOAC)
American Association of Nurserymen (AAN)
PLANTING:
U.S. Department of Agriculture (USDA)
Layout: Location for pbantsloutlines of areas to be planted are indicated on plan, Where construction and utilities
below ground or overhead are encountered or where changes have been made in construction, necessary
SUBMITTALS:
adjustments to be approved by Landscape Architect.
Substitutions shall not be considered unless it can be reasonably demonstrated that material spectfied is or
shall be unavailable within 5W miles of the site of the work at the time of installation. Landscape Architect shall
authorize the nearest equivalent obtainable size/variety of plant having some essential characteristics with
q
Soil shag be as specified: be in relatively dry state and mixed thoroughly by hand or rotary
equitable adjustment of contract price. Unit price of substituted item shall not exceed bid item being replaced. All
mixer. Commeroial fertilizer at rate of 2#1c.y. shall be added. All plonGng bads shall be coated with approved
mix r. Commercial
pre-entargenoa weed killer according to manufacturers specifications. Al shrub planting areas to be bed prepared
submittal requests are to be made in writing.
and not just pit prepared unless approved by Landscape Architect. Soil shall be prepared minimum of one
Certificates: All material whose transportation requires inspection and/or certification by any governmental
, ayfor
day, for proper settling.
week prior to planting day,
agency shall be accompanied by copies of certification or inspection which shall be given to a selected
Landscape Contactor responsible for all shaping and fine grading of termed areas. General Contractor to
representative at the site at the time of delivery.
Provide topsoil. See Landscape Plans for locations.
Soil PH Testing: Landscape contractor to submit a soil 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
Landscape contractor responsible for all fine grading of areas to remove seeding.
to any plant installation.
For pWVench backfll. mix planting soli 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, soil mix shall be mixed thoroughly prior to placement. Prevent
QUALITY ASSURANCE:
lime from Contacting roots of acid -loving plants. Prepare soil mix as specified to minimum depth of 6' below
largest shrub root ball.
General: Ship landscape materials covered and with certificates of inspection required by governing authorities.
Comply with regulations applicable to landscape materials. AD plant material must be "nursery grown'. All plant
of balled/buria plants and roll wrappings back
Sail/BurlapP4d Plants: After final setting loosen wrappingspped p
material collected from naturalized areas will be rejected.
from top of ball leaving ball unbroken. Cut off excessive amounts of burlap, remove sufficient quantity to eliminate
creation of voids upon decomposition.
Soil Ph: Landscape Contractor to submit a snit sample, once beds are amended and prior to planting. The Ph
must be correct and checked by Landscape Architect prior to any planting.
Container Grown Plants: These may be applied in lieu of balled/budapped plants if all other specified
requirements are met; plants to have grown in container for minimum of six months and maximum of two years
Topsoil: Provide topsoil of a type that is in compliance with Part 2 - Products of this section,
and when delivered, have sufficient root growth to hold earth intact when removed from contairm plants must not
be root bound. Remove container in way to prevent damage to plant/root system.
Plant List: List of plants as shown on drawings {sheets L-01.04 for SWM Pond Plant List $ L-02.01 for
Tree Pit Sizes: Minimum diameter/depth of planting pits for balledlbudapped, bare roots and container grown
Overall Plait List).
plants shall be 24" greater than diameter of baillspread of roots and trees sit directly on pit bottom to prevent
settlement.
Quantities: Quantities necessary to complete plantings as shown/krcated on drawings shall be furnished.
Quantities shown in list are for convenience of contractors and believed to be substantially correct, but accuracy of
Shrubs/Groundcover: All plant beds for shrtubslgroundeovars to be prepared for a total depth of 9" and should
quantities in list is not guaranteed.
consist of 1 part existing $oil, 1 part topsail and 1 part soft conditioner (see soil mix). Tilt existing soil to a minimum
depth of 3'; add 3" of topsoil and till thoroughly; add 3" of pine bark soil conditioner and till with other amendments
Trees and Shrubs: Provide trees and shrubs grown in a recognized nursery in accordance with good horticultural
to a total depth of 9". Entire bed to be covered with 3' of clean pine straw (no cones).
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).
lawn - Seeding: All unpaved disturbed areas (or lawn to be reestablished), excluding areas to be sodded,
outside planting bed to be seeded with an even mixture of Hunter, Padre, and Magellan tall fescues, or approved
Sizes: Provide trees and shrubs of sizes shown or specified in Plant List, which are rnlnbmum acceptable sizes
equal, at a rate of 5-6 lbs.11,000 s.f, so as to produce a thick firm stand of grass. Ferdlize ate rate of 10
and shall be measured before pruning with branches in normal position. Any necessary pruning shail be done at
fbs.11,000 s.f. with 10-10.10 slow -release fertilizer (use straw or other material to cover seed untfl stable.) Apply
time of planting. Trees and shrubs of larger size may be used it acceptable to Landscape Architect, and if sizes of
lime according to soil test, or apply 4,000 Ibs.lacre slow -release pelletized agricultural limestone.
roots or balls are increased proportionately.
Seeding dates: Aug. 20 through Oct. 25 and Feb. 1 through May.
Tagging Trees: Landscape Architect reserves the right to tag specimen trees (see General Notes) at place of
growth for comprianea with requirements for size and quality assurance. Landscape Contractor recommended to
Setting Trees: All trees to be planted according to Planting Details shown on Landscape Plans. Unless
use the following nurseries for the supply of trees:
otherwise specified, all trees to be planted in pits, centered, set on unexcavated soil to depths that finished grade
level of plant after settie+nent shall be same as that which plant was grown; plant upright and faced to give best
-Shady Grove (803-5345683) -Select Trees (706-769-9879)
appearance/ relationship to adjacent structures; plant above grade 3/4' for every foot of ball diameter. Place tree
-Bold Springs (770-267-9196) -Lone Oak (706-637-0240)
root balls at a level where the trunk flare Wit be 2' above surrounding finished grade. No burlap to be pulled out
from under balls; remove platforms, wire and surplus binding from topsides of balls; cut brokenlfreyed roots;
Green Thumb (910 42$ 4587) -Gilmore Plant &Bulb Co. (336 6f15�451)
place/compact prepared soil to avoid injury to roots and fill all voids. Saturate the planting hole with water after
-Worthington Farms (252-756-3827)
backfill is 314 Complete and allow to soak away; fill hole to finished grade, allowing 4' of mulch; form shadow
saucer arour4 each plant.
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.
Pruning New Plant Material: Remove dead/broken branches from all plant material. Prune all treest shrubs to a
branch node and remove only as much foliage as necessary for neat appearance while retaining natural growth
habit of plant variety. Prune away crossing limbs or water sprouts/ shoots from trees always leaving branch collar
DELIVERY, STORAGE AND HANDLING:
intact (no additional stem 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 all cuts with sharp pruning equipment. Topping of
Packaged Materials: Deliver packaged materials in containers showing weight, analysis and name of
trees and wound paintitg are NOT permitted. Remove trimmings from the site.
manufacturer. Protect materials from deterioretion during delivery, and while stored at site.
Guying Trees: All canopy trees 2" caliper or greater shall be staked and guyed. Landscape Contractor L5
Trees, Shrubs & Transplanted Trees: Provide freshly dug trees and shrubs. Do not prune prior to delivery. lb
responsible to remove aA stakes and guys at the end of the one year warranty period. See Planting/Staking
Details.
not band or bind -tie trees or shrubs in such manner as to damage bark, break branches or destroy natural shape.
Provide protective covering during delivery. All trees, shrubs & groundcovers much be delivered in a completely
Carped and covered vehicle or the entire load will be refused. Immediately after unloading, trees to be set upright
never placed lying down. Always lift and move trees by strapping on root ball or by using chain cradle on the root
ball for larger root balls.
JOB CONDITIONS:
Irrigation System: Irrigation system to be provided by Landscape Contractor. lie shall be responsible for all
coordination required to install the irrigation system. Contractor to visit the site and Coordinate all sleeving with
General Contractor during grading phase.
Proceed with and complete landscape work as rapidly as portions of the site become available, working within
seasonal limitations for each kind of landscape work required. See "Landscape Construction Sequence".
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 until removal is mutually agreed upon
by parties concerted.
Coordination with Other Work: Plant new trees and shrubs after 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 areas and promptly repair damage to lawns resulting from planting operations.
PART 2-PRODUCTS
Topsoil: Additional topsoil to be fumished at no cost to owner. Topsoil to be natural, fertile, friable soil,
possessing characteristics of representative productive soils in vicinity; obtained from naturally wolktrained areas;
not excessively acid/ alkaline nor contain toxic substances harmful to plant growth; without admixture of subsoil
and cleaned and reasonably free from dayAumpa/stone/ stumpalroots or similar substances 2" or more in
diameterldebrislobjects which might hinder planting operations. Landscape Architect requests topsoil by Pope
Sand & Gravel of Winston-Salem, PH# [phone].
REMOVE CONTAINER OR WRAPPING. EXCEPT
BURLAP, COMPLEii:1.Y FROM SHRUB, REMOVE
BURLAP FROM TOP.
SHRUBS IN BEDS SHAiL HAVE ENTIRE BED
PREPARED, RATHER THAN INDIVIDUAL
PLANT HOLES.
SOIL BArCKF1LL MIXTURE
SEE SPEaFICAMONS
SET TOP OF BALL 1-2" ABOVE
FINISHED GRADE.
4' MIN.
SHRUB PLANTING DETAIL
NO SCALE
Mulching: Trees/shrubs shall be mulched immediately after planting with 3" depth of pine straw. Prevent wind
displacement of mulch by thoroughly wetting down. Mulch the area over tree rootballs to a depth no deeper than
Keep all mulch away from the trunk flare. If plant has existing mulch, remove old mulch before applying
new mulch.
Excess Excavated Soil:
To be disposed of by Contractor at no additional expense to Owner.
MAINTENANCE:
Begin immediately after planting. Maintain treeslshrubslother 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 trees/shrubs to proper grades/vadical position as
required. Restorefreplace 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 ornery condition; protect work/materials from
damage due to landscape operations, operations by other contractorsltrades/traspassers. Maintain protection
during installation/maintenance periods. Treatlrepair/repisce damaged landscape work as directed.
INSPECTION:
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
acceptable. Remove rejected plants/materials promptly from project site.
ADAACENT LAWN
OR PAVEMENT
33' �MULCH
PA N1 BED
SHOVEL CUT PLANTING 80
EDGE 3" DEEP SO THAT
LAWN OR PAVEMENT WILL
RETAIN MULCH
SPEC nED SOIL MIXTURE
MULCH EDGE C.7 LAWN OR PAVEMENT
NO SCALE
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 of the one year warranty period.
5. All tree -form and multi -stem trees to have multiple trunks (min 3 each) and be limbed up a min.
of 3.0.' i All large canopy trees to have the height of their first branches 5-6' above ground. All
columnar and single story trees to have the height of their first branches 4-5' above ground.
6. Soil mix for all perennial areas to be 6" thick "metro -mix" from Southern Agricultural Insecticide,
Boone ,,NC (1-800-477-8843).
7. All perennial areas (i.e. Stella D'oro daylilies) to be mulched with mini -pine bark nuggets. Plant
beds at public doors to be mulched with mini -pine bark nuggets.
GENERAL LANDSCAPE NOTES:
1. General Contractor to use licensed Landscape Contractors with Landscape Architect prior to
bidding. Bids using Landscape Contractors not pre -approved will not be considered.
Landscape Contractor to:
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 rots and
limbs prior to sodding/seeding. When fine grading insure that positive drainage is occurring.
Ipre-emergence herbicides r
4. Till and amend all plant beds as required in specifications. Apply pe
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 dean one 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 remaining in parking lot
islands after general construction and prior to planting.
6. Verify all underground utilities prior to installation of any plant materials. Utilities shown 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.
8. Insure that all tree mulch rings are a minimum of 2.0' from the 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 authorizaton prior to any changes of plant location due to utilities or other factors.
12. Protect all existing structures (i.e.. 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:
1. Visit site after authorization by General Contractor to begin, and accept/reject condition of site
prior to any planting.
2. Coordinate irrigation system installation, including all sleeving, with General Contractor during
grading phase of work.
3. Stake and till entire plant beds and include fertilizer, pre -emergence herbicides and soil mix per
specifications.
4. Transport all plants to site covered. Any plants damaged during or prior to shipping to the site
will not be accepted.
5. Contact Architect for approvaUdenial of all plant beds and plant stock prior to installation.
6. Proceed according to planting plan upon approval by Architect of plants and plant bed staking
and preparation.
7. Contact Architect, upon completion of work, for final approval of work.
8. Make necessary adjustments for approval. Landscape Contractor responsible for contacting the
G.C. to set a meeting to review the punch items.
9. Maintain all plant material according to specificationslwarranty.
10. Immediately remove/replace any dead or dying plants during warranty period.
PERMANENT SEEDING-
i
All unpaved disturbed areas (or lawn to be reestablished) outside planting bed to be seeded
with Green Diamond Low Maintenance Blend Fine Fescue, at a rate of 150 lbs./acre so as to
produce a thick, firm stand of grass. Fertilize at a rate of 10 Ibs./1,000 s.f. with 10-10-10
slow -release fertilizer (use straw and asphalt emulsion to cover seed until stable.) Apply We
according to soil test, or apply 4,000 Ibs./acre slow -release pelletized agricultural limestone.
Seeding dates: Aug. 20 through Oct. 25 and Feb. 1 through May.
Contact: Green Resource -Triad in Colfax, NC 1-800-225-8061
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.
6. Note: Fine Fescue Blend to be mowed to 6" Min. Ht. 3-4 timeslyear
PMM DEAD AND DAYAOED LBiISS AS NE06:;sAR'r
3 PE M NOWORM RUNT t NOSE
4" MIILML DO NOT LEE SOL ON BURLAP. ALL SYNRl1tC STRAPS, BM106 AND TWINE SHALL
BE IOKMED FROM = TO 1/3 OF ilE 70P
OF TW Boob aALL MMoo ALL +RM OR 11MIE5
SHALL BE REMINID FROM THE PLAii'S TRUNK
OR CROW
SOL Waa:LL Mef UW- SEE SPMFKZnDW6 -
SOIL MIX (SEE SPECS.):
One part existing soil
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 topsail 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 freshty prepared seedbed and cover seed lightly.
T 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% damaged 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 @ 400 gal / acre or emulsified asphalt @ 400 gal I acre
PLANTS & MIXTURES PLANTING RATES / ACRE PLANTING DATES
Rye (Grain) & 120 Ibs I Acre Jan. 1 - May 1
Annual Lespedeza (Kobe) 50 Ibs / Acre
German Millet or 40 Ibs I Acre May 1 - Aug. 15
Sudangrass 50 Ibs i Acre
Rye (Grain) 120 Ibs ! Acre Aug. 15 - Dec. 30
PLANT LIST
Canopy Trees & Primary Evergreens
SPECIAL CONDITIONS FOR SHALLOW
WATER AND SHALLOW. LAND PLANTINGS
Landscape Contractor to:
1. Coordinate with General Contractor on stormwater planting scope, schedule and requirements.
It is recommended this area to be installed at the end of the project after the site has been
stabilized.
2. Provide a soils report to the GC and Landscape Architect evaluating soil pH, texture, nutrient
content and composition is to be provided and included in a stormwater management plan to
verify treatment capacity of the soli mix.
3. The amended soil pH should be between 4.5 and 7.0.
4. Amend soils with 1 inch of well -aged compost incorporated into the soil by scarifying, tilling
and/or core aeration a depth of 3-6 inches. Compost used should meet specifications for Grade
A compost quality.
5. The soil mix must be uniform and free of stones, stumps, roots or similar material.
6. Soil amendments are to be incorporated at the end of the site development process to prevent
sediment from entering the stormwater facility.
7. The stormwater facility should be planted and mulched immediately after amending the soil to
stabilize the site as soon as possible.
8. Plant materials for the stormwater facility must meet all NCDENR Stormwater BMP manual
requirements and are specified in accordance with these recommendations.
9. Verify any plant material substitutions in writing with the Landscape Architect, if necessary.
10. Estimated optimal planting dates for stormwater plant materials are March through April and
September through October.
11. A one-time, initial application of fertilizer is allowed to help establish plant materials.
12. No herbaceous or weed removal other than by hand is allowed in the stonT water area.
13. Establishment procedures, such as control of invasive weeds, animal and vandal damage,
mulching, watering and jute mesh protection replacement, shall be implemented to the extent
needed to ensure plant survival.
14. Plant material shall be guaranteed for a period of two years from the date of acceptance.
15, At the end of the first year and again at the end of the two-year warranty period, all plants that
do not survive must be replaced.
CODE
Count
COMMON NAME
BOTANICAL NAME
CALIPER
HEIGHT
SPREAD
SPACING
COMMENTS
CRY
46
'Yoshino' Cryptomeda
Cryptomeria japonica 'Yoshino'
----
6' min.
---
----
BB, Specimen, Full to Ground
ERC
22
Eastern Red Cedar
Juniperus virginiana
----
6' min.
34'
----
BB, Full to ground, Specimen
LBP
79
Loblolly Pine
Pinus taeda
----
6' min.
4-5'
----
BB, Full, Unsheared
LC
44
Leyland Cypress
x Cupressocyparis leylandii
----
6' fain.
2.5-3'
----
BB, Specimen, Unsheared
OGM
18
'October Glory' Maple
Acer rubrum 'October Glory'
2.5-3"
12-14'
-----
-----
BB, Specimen
WO
17
Willow Oak
Quercus phelios
2.5-3"
12-14'
----
----
BB, Specimen
ZEL
8
'Green Vase' Japanese Zelkova
Zelkova serrata 'Green Vase'
2.5-3"
12-14'
-
--
BB, Specimen
Ztt 3 NO. 12 CAUCE GMMV4IEO WW
POSfrlpM0 AT 120 DWREES -
AROUlD THE TREE.
3-2"xrxSMWAIWSPXE.
SOMY ALL Et M OF IM Pir
BAILS ORElOE3! i1LAN r IiTLarm SHALL _ 1N E SIW.L BE
err ON MotAID OF UNDISnJRem SOLME�JTD P1iEVENr SETRJNO. - 4" 11F
TREE PLANTING DETAIL
FOR SMALL TREES WITH A LOW BRANCHING HABIT
NO SCALE
PRUNE f]E717 C AM: MMAM UMS AS NWOM '
2 PEM RENFORCM 111111 ER ROSE
e MULCH- 00 NW LIME SOL ON BURLAP.
ALL SYNfI M SCRAPS. BMIDS MO 74t1l1E SHALL
BE 1010 ED FROM ;a TO 1/3 OF THE 10P
WM
�TLLE �W FROMAtnN PILMn TROKIIII
OR cram
SOL BACI U W UAL SIX WOMIM90M
aiila GREATER n m r OIAIO R SLULL
SR ON MOUND OF UfO1SMtBED SOIL
TO POMWElr SETRWQ u u I_r MK
TREE PLANTING DETAIL
FOR TREES 1" THRU 3 1/2" CAL.
NO SCALE
NM 12 QWK WIL1/ AM WE
2 x 2 x 9' TREATED SfAUE
IIOtE OLMitETER FOR aki. UP 'ro t
II' I II HOLE FOR BALL r AM MOM
SHALL BE r LAam 1HMl BALL
OIAtEML
SOMOFY EDM OF TREE Prr
'A'
'A' GRADE TREE WITH �pp'8'GRAM gTf�E MM
STRANCW, AWN LEADER THUS. A Y F�'
ACCEPTABLE UNACCEPTABLE
'A' AND 'B' GRADE TREES
NO SCALE
Stimmel
Stimmel Associates, PA
Landscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-291 ti
P:336.723.1067 F:336.723.1069wr
SEALS: ++.+"+ r,,
RPORq��'A.L
J SEAL =
% V V
C_6-' �.
,,rrrr+CAP
irttl+r+,,`,`
N00CA
111111111I t/o/7j//G
s•
PROJECT:
U
Z
Z
OO
U
a
zo
UL
o�
�
W
Z
z
UJ
0
UJ
se
CLIENT. -
BILL KEEN
KEEN TRANSPORT, INC.
PO BOX 389
NEW KINGSTOWN, PA 17072
[phone]
[e-mail]
DRAWN: JMT
DATE: 11/17/11
REVISIONS:
JOB. NO: 11-178
SHEET TITLE:
NOTES,
SPECS &
DETAILS
SCALE: NTS
SHEET NO.:
L=02n01
STIMMEL ASSOCIATES, P.A
F.
Il t ' yr - I � �' I rl � � tr � y 'r' i f • � r �- 4''r Lt .� - �_. i` j } � �, ',1 till ),'l, ..:�', i16,� a
.. , .1 t' li - .. ,• -- l- - i - .' .' - .. 3.