20091346 Ver 3_Site Plan_20120118

0q- 134L,Y'3
THE JOHN R McADAMS COMPANY, INC
LETTER OF TRANSMITTAL
To Beverly Strickland Administrative Officer Date January 17 2012
NCDENR DWQ — Program Development
Archdale Budding — 9`" Floor
512 North Salisbury Street FEDERAL EXPRESS
Raleigh North Carolina 27604
Re New Hill Place — Phase 1 Job No KRG 11000
Holly Springs NC
I am sending you the following item(s)
••
As requested
•
DESCRIPTION
For approval
❑
❑
For review and comment
❑
RIaCyE�111'JRI 1N
L� U�
These are transmitted as checked below
®
As requested
❑
❑
For approval
❑
❑
For review and comment
❑
Copy to
DENR WATER QUALITY
KZXMI)a AND STORMWATER BRANCH
For your use
Signed
William H Der& PE
Director Land Development
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
❑ Copy Entire Document to File
ENGINEERS PLANNERS SURVEYORS ENVIRONMENTAL
RESEARCH TRIANGLE PARK CHARLOTTE WILMINGTON
800 733 5646 Johnrmc tdams com

1
Permit :t o: ,
U
,. 3
! ApprovaT of these plans does not relieve developer /owner ro ect um
t]T�TY /MtT11TICI�'Ai11Y CC)11TrACZS � CONSULTANT CONTACTS
.. � � 1 or
n construction from responsibility in accordance with Town Board
A. TOWN OF.HOLLY'SPRINGS E. CABLE'TV'.' OWNER/DEVE!OPER P t.eNT ARCHITECT
appri#vals, ordinances, polici , and/or co traction stlndards Omment8 U9 '
PLANNING DEPARTMENT TIME W DAVID C. GEORGE' BRETT POWELL'` ' and Ii fl
WARNER CABLE'•
128 SOUTH MAIN STREET _ KRG NEW HILL PLACE. LLC . CLINE DESIGN ASSOCIATES m
$19 467 28 0 'ON ( ) 0 30 S ` . f ngineermX Dale
HOLLY SPRINGS, NC. 27540 .MERIDIAN STREET; SUITE 1100 125 N. HARRINGTON STREET .� '
_ Control Plan A royal i
919) .557 3908 F. BURIED CABLE LOCATION L
INDIANAPOLIS, IN 48204. RALEIGH, NC 27603 r
PP
- .. , . noted with the following conditions: r
Die t
CONTACT: MARK ZAWADSKI ULOCO [phone]
(919).833-6413 Ell • As no g D 7 i✓ �/� I
800..632 -494
H. TOWN OF HOLLY' SPRINGS SITE ENGINEER ` ' ROADWAY ENGINEER ,
ENGINEERING DEPARTMENT : G: PROGR WILLIAM H. DERKS . ' .MICHAEL UNDGREN . '
12 ESS ENERGY CAROLINAS, INC. , " _:" TH I SITE 8 SOUTH MAIN STREET ' 9920 FAYETTEVILLE :ROAD '- E JOHN R. MCADAMS COMPANY : STANTEC .. CONDITIONS OF APPROVAL APPLICABLE TO THIS S HO LL Y ��'RIN RT.H / 2905 MERIDIAN PARKWAY 801' JONES FRANKLIN ROAD, SUITE 300 � �� CA �R HOLLY SPRINGS. NC 27540 ". RALEIGH, NC.27603 1'�TA
(919) 557 -3939 DURHAM, 27513.'. ' RALEIGH. NC 27606
I
_ (919} 552 -6221
CONTACT. ELIZABETH GO .. 919 361 -5000.
ODSON, Ei 'CONTACT. BEN. BETTS ( ) (919)'865-73913 ' ,
' .1 grading and erosion control Ph.1 Sect.1 Stomywater
1.
Specific
C. NATURAL GAS PUB 4NDSC.zpE'A.RCHiTECT . -' This approval is 1 Sect g g
PUBLIC SERVICE H. PROGRESS Management Plan. This approval does not include any utility installation.
ENERGY
PR
COMPANY OF JAN OiECT •
N: •
NORTH CAROLINA ET MoUNTCASTLE ��� 2. An additional land disturbance outside of Phase 1 Section 1 will need an additional Land
TRANSMISSION OPERA
�.. KRG 1 l a a a y
OPERATIONS AND PLANNING
2451 SCHIEFFEUN ROAD 1408 MECHANICAL BLVD. _ CLINE DESIGN ASSOCIATES Disturbance Permit APEX NC 27502.. 125 N. HARRINGTON
GARNER, NC 27529 STREET
' ` " until a applicable fees have e I econs uc on meets
____ .' Ret atrw. ntr ��an� " 3- No work can begin on site t•I II appl• bl f h been paid and a pr tr ti 'ng
SHEET INDEX
1
SANITARY
SEWER
FLOW :ESTIMATION
SECTION 2
RETAIL (SF)
'RESTAURANT (SF)
THEATER" (SEATS)
,OFFICE. (SF)
RESIDENTIAL (UNITS)
TOTAL PEAK :FLOW (GPD)
PHASE 1
'300,653,
45,570
-
: -
- '
259.179
PHASE 2.'
131,314
25,600
2,100:.:
" . :
12 DIP SEWER MAIN
158,385
FUTURE
30,000
-
-,
50,000..
409
300,988 ".
TOTAL .
4611967
71,170''.-
2;100:
50,000
- . 409 ' .
718,552
- ALL FLOWS ARE E
STtMATES AND SUBJECT TO CHANGEAS SITE 'PLANS ARE AMMENDED•AND DEVELOPED '
- METHODOLOGY DERIVED FROM TOWN OF HOLLY SPRINGS PUBLIC, UTILITIES HANDBOOK '
-- RESIDENTIAL ESTIMATED AT 255 GPD PER UNIT
- COMMERCIAL "SPACE' ESTIMATED AT 0.12 GPD .PER 1-SF OF' SPACE
RESTAURANTS ARE ESTIMATED AT: 40 GPD PER •15 SF OF SEATING AREA.. `
` - OFFICE ESTIMATED AT 25 GPD /EMPLOYEE
- THEATER ESTIMATED AT 5 GPD /SEAT _
QUANTITIES
REM
SECTION 1
SECTION 2
TOTAL STREETS
�•
P 1
_
1 AO 1
SIDEWALKS '
C-IA
8 DIP WATER MAIN
has occurred.
v o ment Ins ectorto field verify temporary
nt I
Design en meer and Town of Holly Spnngs De el p p y p ry
g g ringso
8 PVC 'SEWER MAIN
6,274
.792'
8"
8 DIP SEWER MAIN -
167
_
12 PVC SEWER MAIN
425
" . :
12 DIP SEWER MAIN
160
?
8 GATE VALVE EA
22
1.07 AC. C
GATE VALVE EA
20
8' BLOW OFF ASSEMBLY EA
6
_
FIRE HYDRANT EA
and in place p ri ortotransttion o f pe rmanent maintenance ofthe sto rmw ater BMPs bythe property
SAN: SEWER MANHOLE EA
43
fi
5 DIA SAN. SEWER MANHOLE EA
4
15 RCP (LF)
11,690
1 799
18 RCP LF
2,522
542
24 RCP LF
350
3.350
842
30 RCP' LF
1,946
,
36 RCP" LF
1,286 '
0.25 AC. C
42 RCP LF
739
oLIs
48 RCP LF
1,084
.
GRADING AND STORM_DRAIlITAGE PLHN`- ARPr1A:.'7�"
54 RCP LF
42
KRG New Hill Place, LLC '
BO RCP LF
301
-
66 'RCP' LF
531-
-
DRAINAGE STRUCTURES EA
276
33
STORMWATER MANAGEMENT FACILITY EA
4
3
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98.14' AC. C
C-IA
EIOSI'II1TG CONDITIONS .
4.
has occurred.
v o ment Ins ectorto field verify temporary
nt I
Design en meer and Town of Holly Spnngs De el p p y p ry
g g ringso
�A�� ' .
. DECEMBER � �' 20 � �
C-1B
C-2
STREAM AND WLII:AND INII�ACT MAP.:
NOrT3:5: _. ; .
�
' 5.
diversion ditch locations priorto installation.
Town of Holly Springs Development Inspector to approve removal of any erosion control device
device being
, '.' '
REVISED... JANUARY 9.�r'2012.. :
" . :
6-
�
prior to the removed.
Stormwater Fee -In -Lieu must be paid issuance land disturbance permit.
Record drawings and PE Certification will be required forthe BMP.
?
K
KRG New Hill. Place, LLC
1.07 AC. C
9.
Performance and Maintenance Sureties are required forthis project.
The Stormwater Operation &Maintenance Manual and Maintenance Sureties must be finalized
Indianapolis, IN 46204 "
"
and in place p ri ortotransttion o f pe rmanent maintenance ofthe sto rmw ater BMPs bythe property
KRG New Hill. Place, LLC, 0
•
CB T
Town of Holly Springs.
1 10.
Flood Stu dY a Pp royal is required riorto construction drawing approval.
� `
KRG N��i HILL PLACE I�LC.
- -- -,
0649 -44 -5685 0
General Conditions
1. Because this project will disturb one (i) acre or more, you must comply with the North Carolina
Department of Environment and Natural Resources' regulations concerning the state's NPDES
� P
035 AC.
. !
UTH 14ZEIDIAN ET S 100
C-I1
C-12
GRADING AND S'DORidi DRAINAGE PLAN -AREA "A"
� GRADING A11iD STORM DRAINAGE PIlAN -AREA► "B"
I'
2.
General Permit for storrriwater discharges on constructions sites disturbing more than one (1)
acre. Please refer tothe attached NPDES General Permit No. NCG010000.
Erosion Control Self Inspections are required with this project
,
1
GRADING AND STORM Di�lAIl1iAGE PiAN - AREA C
0.25 AC. C
Town :of'' Holly Springs
oLIs
I.v 46zo4
C-I4 .
.
GRADING AND STORM_DRAIlITAGE PLHN`- ARPr1A:.'7�"
--
KRG New Hill Place, LLC '
!
S U B i ECT :PARCELS ,.
� "
C-15 GRADING AND STORM DRAINAGE PLAN!- AREA "E
RADING AND s'roRM D AGE PUN -AREA "F"
Town of Ho11y Springs
,Suite 1
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KRG New 'Hill Place, LLC
98.14' AC. C
CB T
Town of Holly Springs
3
Indianapolis, IN '46204 •
0649 -44 --5116 K
KRG New Hill Place. LLC. 1
1842 AC.
CB T
Town of Holly Springs,
Indianapolis, IN 46204
K
KRG New Hill. Place, LLC
1.07 AC. C
C6
Town of Holly Springs
Indianapolis, IN 46204 "
"
0649 -44 -6547 K
KRG New Hill. Place, LLC, 0
042 AC
CB T
Town of Holly Springs.
Indianapolis, IN 46204 -
-
0649 -44 -5685 0
KRG New Hill 'Place, LLC
035 AC.
CB T
Town of Holly Springs
'
Indianapolis, .
0649 -44 -5720 3
KRG' New .Hill .Place, LLC
0.25 AC. C
CB T
Town :of'' Holly Springs
- I
Indianapolis, IN 46204 ,
, .
0649 -44 -4753 K
KRG New Hill Place, LLC '
a.47 AC
CB T
Town of Ho11y Springs
,Suite 1
0649 -44 -3801 K
KRG New Hill Place, LLC •
0.82 AC. C
CB T
•
Indiaapolis, IN 46204
0649 -35 -8432 3
KRG New Hill Place, LLC"
•29 AC. C
CB T
Town of Holly Springs
. S
0649 -35 -6359 0
KRG New. Hill Place LLC :
0.55 AC:
CB T
Town of Holly Springs
Indianapolis, .IN 46204 '
06491-135-557
7 3
KRG New Hill Place, LLC
0.43 AC. ' C
CB = T
Town of Holly ' Springs
,
Indiana olis IN 46204
Indianapolis,
' K
Kite Realt y New Hill Place,
LLC 0
24.66 AC.
R -MF -15 C
B T
Town o f Holly Springs
Indianapolis, IN 46204
0649-37-7395 3 739
5 S
SrinD s
Investors, 1
1
-
R MF 15:
Town of ' Holly
Ss
100 Darrington Drive, Suite ' 105
P g
Cary,: North Carolina n
- " • C n, . " NEW HILL
PLACE PHASE 1 i
#
21 x DEVELOPMENT PLAN SITE DATA: i
#
, 13IN: 0849454281,'0649443801, 0649445891, 0849444753, 0649445720, 0649445685, i
' 0649446547, 0649448622, 0649355577, 0649356359, 0649358432,
" PORTION OF 0649 -56 -3887, PORTION : OF 0649 -36 -8215
SITE AREA: APPROXIMATELY 166.25 ACRES
- APPROXIMATELY 73.95 ACRES 1 AREA:
-eZ PLAN PRO � • RIVER, BASIN: CAPE FEAR RIVER BASIN. '
FUTURE LAND- USE DESIGNATION: NEW HILL ROAD /55 BYPASS AND, REGIONAL CENTER DESIGNATIONS.
P-3 ' Cp. "A OVERLAY DISTRICTS: GATEWAY CORRIDOR i
ZONING .DISTRICT: COMMERCIAL BUSINESS (CB) i
P-4 AND' � " PROPOSED DISTRICT AND USE: COMM C
- ER IAL /INTEGRATED CENTER..
MINIMUM YARDS - CB DISTRICT:.
AND NEW HILL ROAD: 30 FEET ALONG LOT 1 (ADDITIONAL LANDSCAPING'
- � AND BERMS REQUIRED FOR REDUCTION) 7 )
. 138 �Yii 1YW l•. :
50 FEET ALONG LOT 2 +
NC BYPASS 55: 50 FEET
THOROUGHFARE A:' 50 FEET.
PRIVATE ROAD COLLECTOR A. 10: FEET
PERIMETER BUFFERS REQUIRED: i
ALONG NEW HILL ROAD:. A -75 BUFFER '
, - ..' ' M .. •, _ 8 -75 BUFFER
lei ALONG NC BYPASS 55:
PRO
ALONG THOROUGHF ARE A. -
B 75 BUFFER
- ALONG LOT - - - ,
1S PR�i W 1 {BETWEEN CB AND R MF 15} C 150'BUFFER
• THER INFORMATION AND ADDITIONAL DETAILS OF THE BUFFERS)
(SEE THE LANDSCAPE PLAN FOR FUR
AND w "4 "A
MAXIMUM BUILDING HEIGHT REQUIRED: 4.5 FEET
MAXIMUM
• BUILDING HEIGHT PROPOSED: 45 FEET
r ;
MINIMUM LOT SIZE: 1.00 AC. .
MAXIMUM LOT SIZE:. 40.00 AC.
SW-3A STIORMWATER CONE
SW-1B - SW-1I : S'rORMQV ;
ATER WET POND DETAIIS IMPERVIOUS SURFACE PHASE
{ 1) 39.21 AC. (53� }
3W 2A- SW-2E S'tiORMW -
ATER WETLAND DETAiL,S
P SP
SWIIS - OPEN. ACE REQUIRED PER LIDO: i
SWBLS WET POND AND WETLAND PL 0.5% A PERCENT OF THE PROJECT AREA
- ANl'ING PLANS .:. `
",W 0.5% OF 83 ACRES (.32 ACRES)
EC-1 . STAGE 1 EROSION CONTROL -AREA . . '
OPEN SPACE PROVIDED: •
d
EG2 STAGE 1 EROSION CONTROL' - ARFr!! "B" OPEN SPACE: 0.56 AC: s
I
"Co. n`. .
i
` . EC-3
STAQrE 1 ER0910N CONTROL - .AREA AND "D OPEN SPACE IS CALLED .OUT ON THE SITE PLAN AND FURTHER DESIGNED' AND CALCULATED IN THE OPEN
`�.•4. n n SPACE PLAN (SHEET OS1.00).
•STAGE 2 EROSION CON1ROi AREA " A .
. -.. >: Pn �1:IF,Aq! `. y151 d4l I ,4. b1 �} t Fc •. :•..ei'
- " PARKING SPACES REQUIRED PER LIDO:
��.., EC-5 EROSION CONI'1t10 Q
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0649 56 - 3997, 0649 -44 =5116, 0649 -44 -5891, 0649 -44 -6547
0649 -44- 5685,.0649 -44 -5720, 0649 -44 =4753, 0649 -44 -3801 :
0649-35-8432, 0649 -35- 6359 0649 735 -5577 - 0 4 -
6 9 36 82
15 •
0649 -37 -7395 '.
SITE 'AREA APPROXIMATELY 166.25 ACRES
ZONING:. „ CB COMMUNITY BUSINESS
` R-- =MF -15 RESIDENTIAL MULTIFAMILY UP T0.15 UNITS :PER ACRE) `..
RIVER BASIN' CAPE FEAR '
PROPOSED LAND USES COMMERCIAL, MULTIFAMILY RESIDENTIAL
MAXIMUM BUILDING HEIGHT:
CB DISTRICT: 45
STR CT. FEET. .'
R -MF -1
5 DISTRICT-
so FEET WITH
DESIGN FEATURES IN PLACE;' OTHERWISE 35
NC 55 BYPASS 50 FEET :
NEW HILL ROAD ' 50 FEET
FUTURE' THOROUGHFARE. ' 30 FEET (IN ACCORDANCE WITH . .
MINIMUM YARDS: ' " Ub0 SECTION' 3.05.B.2:a)'
CB DISTRICT SIDE /REAR; ADJOINING ' 10 FEET '
NON- RESIDENTIAL
SIDE /REAR; ADJOINING 25 FEET '
. RESIDENTIAL .
OLD, HOLLY SPRINGS APEX ROAD
50, FEE7
MINIMUM YARDS:
FUTURE THOROUGHFARE . �50 FEET.
R-MF - 15 DISTRICT
. SIDE /REAR 30 FEET. ,.
MINIM
UM OP N P
E SPACE:* '
CB DISTRICT:
0.5% OF PROJECT AREA
R -MF =15 DISTRICT: 10A% OF LOT AREA
(LOCATION AND SIZE OF OPEN SPACES TO BE DETERMINED AT DEVELOPMENT. PLAN)
MINIMUM COMMERCIAL COT SIZE 0.06 AC
MAXIMUM COMMERCIAL LOT "SIZE• 73.50. AC
MIN: NUMBER OF COMMERCIAL LOTS QNE LOT :
MAX. NUMBER. OF COMMERCIAL LOTS 20 .LOTS
503 137. SF
. PHASE 1 SQUARE 'FOOTAGE: 346 223 SF
EC-7 : ' EROSION
CONTROL D
,
ETAIIS
REQUIRED PARKING SPACES: 4.5. SPACES PER 1,000 SF RETAIL/13 SP PER 1000 SF TAVERN }
EC-8 EROSION
CONTROL DE1'AII.3 : LDT 1:
' 4.5 X 135,300 SF (809 SPACES) ,
D-1 -
LOT 2:
D-2 . SITE DETAIIS 4.5 X 205,848 SF (926 SPACES) ,
13 X 5,077 SF (86 SPACES) ' • i
D-
S STORM DRAINAGE DETAII.S' , TOTAL REQUIRED PHASE 1: 1,601 SPACES REQUIRED ' -
5 WA1ER DETAII.S PARKING SPACES PROVIDED:
- LOT 1:
- 609 SPACES
D-6 D-?
SEWESt D
ETAIIS
LOT 2: 1,040 SPACES {
TOTAL PHASE
.PROVIDED: '
1,649 SPACES" :
GENERAL NOTES '
1109 X _1,601 REQUIRED' - 1,761 (PROVIDED. SPACES ARE BELOW -
1. N
ALL CO STRUCTION S ORM. TO THE TOWN OF HOLLY SPRINGS 'DESIGN AND : 110% ALLOWABLE INCREASE)
CONSTRUCTION - ... : -• . •
STAND
OUTLOT REQUIRED SPACES: PACES:
OUTLOT PARKING
2. WILL BE ESTABLISHED
CONSTRUCTION D USHED ONCE' THE
FUTURE RAWING APPR S REQUIRED PRIOR TO BEGINNING CONSTRUCTION. FUTURE LOT USES ARE DETERMINED, PARKING WILL BE •
DEVELOPMENT .FEES' (ACREAGE, FEE- LIEU OF ASSESSMENT AND INSPECTION. FEES AND ADJUSTED AND REVISED ACCORDINGLY PER THE INDIVIDUAL LOT DEVELOPMENT PLANS CONSISTENT WiTH 'THE .
OTHERS AS REQUIRED MAY BE AP PU ARE DUE BEFORE CONSTRUCTION DRAWING TOWN OF HOLLY SPRINGS LIDO.
APPROVAL.
ACCESSIBLE SPACES: _
LOT 1'REQUIRED 2% OF 609 t3 ACC SPACES
3. THE ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TE X
NANT MI AT'THE TIME LOT 1 PROVIDED 14.SPACES 4 VAN
OF THE -SUBMITTAL THE ESTIMATED FLOWS .WILL BE UPDATED WITH EACH DEVELOPMENT ( }
PLAN SUBMITTAL, ,
„ LOT 2.REQUIRm 2% OF 992 20 ACC' SPACES 3 VAN ACC)
4. HE Pt.AN',IS SUBJECT .TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL LOT 2'PROVIDED 25 ACC SPACES (25 VAN) ;
PROCESS: '
OUTLOT ACCESSIBLE SPAC ES ARE T O B E DETERMIN ED AT THE OF THE FUTURE DEVELOPMENT PLANS FOR i
5. 'GRID TIE BASED ON . N ' THOSE SPECIFIC LOTS/USES. '
C GRID MONUMENT PEARSALL WITH COORDINATES AS SHOWN i
HEREON NAD 83 -NAND 89, NC :GRID .COORDINATES N�892,883.B83 E�2,049,363.864. SIGNAGE: NO SIGNAGE 7S APPROVED WITH THIS PLAN. SEE SIGNAG
' E.PUW AND WAIVERS FOR FURTHER
. INFORMATION. ,
6. ' ALL PREVIOUS � APPROVAL . CONDITIONS APPLIED TO :THE 'APPROVED NEW , HILL PLACE
MASTER PLAN (08- MAS -01) APPLY TO THIS SUBDIVISION PLAN:..
7. USACOE 404 PERMIT'N0. SAW -2008 -00987 APPROVED DECEMBER 15, 2010.- SEE'
CONDITIONS 0 DITION
S OF .,APPROVAL ON SHEET -
C 3. ' TnE J01uN R., aa
11DA
8. ' NCDENR -DWQ 401 WATER QUALITY CERTIFICATION N0: 3841,. DWQ PROJECT: NO.. • '
20091346 ISSUED DECEMBER 6, 2010. SEE -CONDITIONS OF APPROVAL ON SHEET C -3 : .'
. .: COMPANY
I I
i
PREVIOUS ..:
EV OUS APPROVALS. ■
,,,�, NGINEE S ■`
MASTER PLAN 08- MAS =01 MAY 6; zoos ,,.•� �•,,, R PLANNERS . SURVEYORS ENVIRONMENTAL ;
ZONING MAP CHANGE 08- REZ -12 OCT.'' H. CAR
. � I .
MASTER PLAN AMENDMENT. 08 MAS�01� -A01 NON. A I 8.:7008.. • O .• RESEARCH ■
i
- - DEC. �; zoos •: ' ..: z..•.oFE 2• ;,�
I CERTIFY THAT. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE LATEST ,SUBDIVISION PLAN..08 MAS 03 DE
DEVELOPMENT PLAN AND WAVERS 08- DP =11' DEC.. 2, 2008 : 4
RLOTTE ,
ON OF THE ENGINEERING
DESIGN AND CONSTRUCTION. STANDARDS OF THE TOWN OF HOLLY SPRINGS AND OTHER .APPLICABLE TOWN ..Q � .. - Parkway, Durham NC 27713
� ,:_ , ., : ORDINANCES AND PO Meridian Par
POLICIES, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT : -
�:3 rLlit"'� BEST KNOWLEDGE THE TOWN TO HIS 800 733 -5646 ■ www.'ohnrmcadams.com ■ License -
„f�,.�Q1 ,F c ,Ar _ OF HOLLY SPRINGS ENGINEERING. DESIGN AND CONSTRUCTION STANDARDS HAVE BEEtJ www.johmmacadanis.com SC No.. C U293 .
(� ` VICINny"MAP .: YV EST . HOLLY '. SPRINGS RD THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR ARTI ULAR PROJECT. ANY PROPOSED EXCEPTIONS OR
u:ni'rE, r:<, DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET Na OF THESE. DRAWINGS: FURTHERMORE ` '•:UG'1NE ••• \��`
� t,r, y :� D IN WIT PRELIMINARY FLANS FOR THIS PROJECT. - 4�,9 ' ,QQ` p� `�
1 500 T. THESE. LANS �t
WERE P EPA CONFORMANCE' H THE APPROVED RE
DRAWING - NC)T RELEASED." FOR CONSTRUCTICIN
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-
. -.. >: Pn �1:IF,Aq! `. y151 d4l I ,4. b1 �} t Fc •. :•..ei'
- " PARKING SPACES REQUIRED PER LIDO:
��.., EC-5 EROSION CONI'1t10 Q
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0649 56 - 3997, 0649 -44 =5116, 0649 -44 -5891, 0649 -44 -6547
0649 -44- 5685,.0649 -44 -5720, 0649 -44 =4753, 0649 -44 -3801 :
0649-35-8432, 0649 -35- 6359 0649 735 -5577 - 0 4 -
6 9 36 82
15 •
0649 -37 -7395 '.
SITE 'AREA APPROXIMATELY 166.25 ACRES
ZONING:. „ CB COMMUNITY BUSINESS
` R-- =MF -15 RESIDENTIAL MULTIFAMILY UP T0.15 UNITS :PER ACRE) `..
RIVER BASIN' CAPE FEAR '
PROPOSED LAND USES COMMERCIAL, MULTIFAMILY RESIDENTIAL
MAXIMUM BUILDING HEIGHT:
CB DISTRICT: 45
STR CT. FEET. .'
R -MF -1
5 DISTRICT-
so FEET WITH
DESIGN FEATURES IN PLACE;' OTHERWISE 35
NC 55 BYPASS 50 FEET :
NEW HILL ROAD ' 50 FEET
FUTURE' THOROUGHFARE. ' 30 FEET (IN ACCORDANCE WITH . .
MINIMUM YARDS: ' " Ub0 SECTION' 3.05.B.2:a)'
CB DISTRICT SIDE /REAR; ADJOINING ' 10 FEET '
NON- RESIDENTIAL
SIDE /REAR; ADJOINING 25 FEET '
. RESIDENTIAL .
OLD, HOLLY SPRINGS APEX ROAD
50, FEE7
MINIMUM YARDS:
FUTURE THOROUGHFARE . �50 FEET.
R-MF - 15 DISTRICT
. SIDE /REAR 30 FEET. ,.
MINIM
UM OP N P
E SPACE:* '
CB DISTRICT:
0.5% OF PROJECT AREA
R -MF =15 DISTRICT: 10A% OF LOT AREA
(LOCATION AND SIZE OF OPEN SPACES TO BE DETERMINED AT DEVELOPMENT. PLAN)
MINIMUM COMMERCIAL COT SIZE 0.06 AC
MAXIMUM COMMERCIAL LOT "SIZE• 73.50. AC
MIN: NUMBER OF COMMERCIAL LOTS QNE LOT :
MAX. NUMBER. OF COMMERCIAL LOTS 20 .LOTS
503 137. SF
. PHASE 1 SQUARE 'FOOTAGE: 346 223 SF
EC-7 : ' EROSION
CONTROL D
,
ETAIIS
REQUIRED PARKING SPACES: 4.5. SPACES PER 1,000 SF RETAIL/13 SP PER 1000 SF TAVERN }
EC-8 EROSION
CONTROL DE1'AII.3 : LDT 1:
' 4.5 X 135,300 SF (809 SPACES) ,
D-1 -
LOT 2:
D-2 . SITE DETAIIS 4.5 X 205,848 SF (926 SPACES) ,
13 X 5,077 SF (86 SPACES) ' • i
D-
S STORM DRAINAGE DETAII.S' , TOTAL REQUIRED PHASE 1: 1,601 SPACES REQUIRED ' -
5 WA1ER DETAII.S PARKING SPACES PROVIDED:
- LOT 1:
- 609 SPACES
D-6 D-?
SEWESt D
ETAIIS
LOT 2: 1,040 SPACES {
TOTAL PHASE
.PROVIDED: '
1,649 SPACES" :
GENERAL NOTES '
1109 X _1,601 REQUIRED' - 1,761 (PROVIDED. SPACES ARE BELOW -
1. N
ALL CO STRUCTION S ORM. TO THE TOWN OF HOLLY SPRINGS 'DESIGN AND : 110% ALLOWABLE INCREASE)
CONSTRUCTION - ... : -• . •
STAND
OUTLOT REQUIRED SPACES: PACES:
OUTLOT PARKING
2. WILL BE ESTABLISHED
CONSTRUCTION D USHED ONCE' THE
FUTURE RAWING APPR S REQUIRED PRIOR TO BEGINNING CONSTRUCTION. FUTURE LOT USES ARE DETERMINED, PARKING WILL BE •
DEVELOPMENT .FEES' (ACREAGE, FEE- LIEU OF ASSESSMENT AND INSPECTION. FEES AND ADJUSTED AND REVISED ACCORDINGLY PER THE INDIVIDUAL LOT DEVELOPMENT PLANS CONSISTENT WiTH 'THE .
OTHERS AS REQUIRED MAY BE AP PU ARE DUE BEFORE CONSTRUCTION DRAWING TOWN OF HOLLY SPRINGS LIDO.
APPROVAL.
ACCESSIBLE SPACES: _
LOT 1'REQUIRED 2% OF 609 t3 ACC SPACES
3. THE ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TE X
NANT MI AT'THE TIME LOT 1 PROVIDED 14.SPACES 4 VAN
OF THE -SUBMITTAL THE ESTIMATED FLOWS .WILL BE UPDATED WITH EACH DEVELOPMENT ( }
PLAN SUBMITTAL, ,
„ LOT 2.REQUIRm 2% OF 992 20 ACC' SPACES 3 VAN ACC)
4. HE Pt.AN',IS SUBJECT .TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL LOT 2'PROVIDED 25 ACC SPACES (25 VAN) ;
PROCESS: '
OUTLOT ACCESSIBLE SPAC ES ARE T O B E DETERMIN ED AT THE OF THE FUTURE DEVELOPMENT PLANS FOR i
5. 'GRID TIE BASED ON . N ' THOSE SPECIFIC LOTS/USES. '
C GRID MONUMENT PEARSALL WITH COORDINATES AS SHOWN i
HEREON NAD 83 -NAND 89, NC :GRID .COORDINATES N�892,883.B83 E�2,049,363.864. SIGNAGE: NO SIGNAGE 7S APPROVED WITH THIS PLAN. SEE SIGNAG
' E.PUW AND WAIVERS FOR FURTHER
. INFORMATION. ,
6. ' ALL PREVIOUS � APPROVAL . CONDITIONS APPLIED TO :THE 'APPROVED NEW , HILL PLACE
MASTER PLAN (08- MAS -01) APPLY TO THIS SUBDIVISION PLAN:..
7. USACOE 404 PERMIT'N0. SAW -2008 -00987 APPROVED DECEMBER 15, 2010.- SEE'
CONDITIONS 0 DITION
S OF .,APPROVAL ON SHEET -
C 3. ' TnE J01uN R., aa
11DA
8. ' NCDENR -DWQ 401 WATER QUALITY CERTIFICATION N0: 3841,. DWQ PROJECT: NO.. • '
20091346 ISSUED DECEMBER 6, 2010. SEE -CONDITIONS OF APPROVAL ON SHEET C -3 : .'
. .: COMPANY
I I
i
PREVIOUS ..:
EV OUS APPROVALS. ■
,,,�, NGINEE S ■`
MASTER PLAN 08- MAS =01 MAY 6; zoos ,,.•� �•,,, R PLANNERS . SURVEYORS ENVIRONMENTAL ;
ZONING MAP CHANGE 08- REZ -12 OCT.'' H. CAR
. � I .
MASTER PLAN AMENDMENT. 08 MAS�01� -A01 NON. A I 8.:7008.. • O .• RESEARCH ■
i
- - DEC. �; zoos •: ' ..: z..•.oFE 2• ;,�
I CERTIFY THAT. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE LATEST ,SUBDIVISION PLAN..08 MAS 03 DE
DEVELOPMENT PLAN AND WAVERS 08- DP =11' DEC.. 2, 2008 : 4
RLOTTE ,
ON OF THE ENGINEERING
DESIGN AND CONSTRUCTION. STANDARDS OF THE TOWN OF HOLLY SPRINGS AND OTHER .APPLICABLE TOWN ..Q � .. - Parkway, Durham NC 27713
� ,:_ , ., : ORDINANCES AND PO Meridian Par
POLICIES, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT : -
�:3 rLlit"'� BEST KNOWLEDGE THE TOWN TO HIS 800 733 -5646 ■ www.'ohnrmcadams.com ■ License -
„f�,.�Q1 ,F c ,Ar _ OF HOLLY SPRINGS ENGINEERING. DESIGN AND CONSTRUCTION STANDARDS HAVE BEEtJ www.johmmacadanis.com SC No.. C U293 .
(� ` VICINny"MAP .: YV EST . HOLLY '. SPRINGS RD THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR ARTI ULAR PROJECT. ANY PROPOSED EXCEPTIONS OR
u:ni'rE, r:<, DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET Na OF THESE. DRAWINGS: FURTHERMORE ` '•:UG'1NE ••• \��`
� t,r, y :� D IN WIT PRELIMINARY FLANS FOR THIS PROJECT. - 4�,9 ' ,QQ` p� `�
1 500 T. THESE. LANS �t
WERE P EPA CONFORMANCE' H THE APPROVED RE
DRAWING - NC)T RELEASED." FOR CONSTRUCTICIN
rruni�i `!
x �.
-
503 137. SF
. PHASE 1 SQUARE 'FOOTAGE: 346 223 SF
EC-7 : ' EROSION
CONTROL D
,
ETAIIS
REQUIRED PARKING SPACES: 4.5. SPACES PER 1,000 SF RETAIL/13 SP PER 1000 SF TAVERN }
EC-8 EROSION
CONTROL DE1'AII.3 : LDT 1:
' 4.5 X 135,300 SF (809 SPACES) ,
D-1 -
LOT 2:
D-2 . SITE DETAIIS 4.5 X 205,848 SF (926 SPACES) ,
13 X 5,077 SF (86 SPACES) ' • i
D-
S STORM DRAINAGE DETAII.S' , TOTAL REQUIRED PHASE 1: 1,601 SPACES REQUIRED ' -
5 WA1ER DETAII.S PARKING SPACES PROVIDED:
- LOT 1:
- 609 SPACES
D-6 D-?
SEWESt D
ETAIIS
LOT 2: 1,040 SPACES {
TOTAL PHASE
.PROVIDED: '
1,649 SPACES" :
GENERAL NOTES '
1109 X _1,601 REQUIRED' - 1,761 (PROVIDED. SPACES ARE BELOW -
1. N
ALL CO STRUCTION S ORM. TO THE TOWN OF HOLLY SPRINGS 'DESIGN AND : 110% ALLOWABLE INCREASE)
CONSTRUCTION - ... : -• . •
STAND
OUTLOT REQUIRED SPACES: PACES:
OUTLOT PARKING
2. WILL BE ESTABLISHED
CONSTRUCTION D USHED ONCE' THE
FUTURE RAWING APPR S REQUIRED PRIOR TO BEGINNING CONSTRUCTION. FUTURE LOT USES ARE DETERMINED, PARKING WILL BE •
DEVELOPMENT .FEES' (ACREAGE, FEE- LIEU OF ASSESSMENT AND INSPECTION. FEES AND ADJUSTED AND REVISED ACCORDINGLY PER THE INDIVIDUAL LOT DEVELOPMENT PLANS CONSISTENT WiTH 'THE .
OTHERS AS REQUIRED MAY BE AP PU ARE DUE BEFORE CONSTRUCTION DRAWING TOWN OF HOLLY SPRINGS LIDO.
APPROVAL.
ACCESSIBLE SPACES: _
LOT 1'REQUIRED 2% OF 609 t3 ACC SPACES
3. THE ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TE X
NANT MI AT'THE TIME LOT 1 PROVIDED 14.SPACES 4 VAN
OF THE -SUBMITTAL THE ESTIMATED FLOWS .WILL BE UPDATED WITH EACH DEVELOPMENT ( }
PLAN SUBMITTAL, ,
„ LOT 2.REQUIRm 2% OF 992 20 ACC' SPACES 3 VAN ACC)
4. HE Pt.AN',IS SUBJECT .TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL LOT 2'PROVIDED 25 ACC SPACES (25 VAN) ;
PROCESS: '
OUTLOT ACCESSIBLE SPAC ES ARE T O B E DETERMIN ED AT THE OF THE FUTURE DEVELOPMENT PLANS FOR i
5. 'GRID TIE BASED ON . N ' THOSE SPECIFIC LOTS/USES. '
C GRID MONUMENT PEARSALL WITH COORDINATES AS SHOWN i
HEREON NAD 83 -NAND 89, NC :GRID .COORDINATES N�892,883.B83 E�2,049,363.864. SIGNAGE: NO SIGNAGE 7S APPROVED WITH THIS PLAN. SEE SIGNAG
' E.PUW AND WAIVERS FOR FURTHER
. INFORMATION. ,
6. ' ALL PREVIOUS � APPROVAL . CONDITIONS APPLIED TO :THE 'APPROVED NEW , HILL PLACE
MASTER PLAN (08- MAS -01) APPLY TO THIS SUBDIVISION PLAN:..
7. USACOE 404 PERMIT'N0. SAW -2008 -00987 APPROVED DECEMBER 15, 2010.- SEE'
CONDITIONS 0 DITION
S OF .,APPROVAL ON SHEET -
C 3. ' TnE J01uN R., aa
11DA
8. ' NCDENR -DWQ 401 WATER QUALITY CERTIFICATION N0: 3841,. DWQ PROJECT: NO.. • '
20091346 ISSUED DECEMBER 6, 2010. SEE -CONDITIONS OF APPROVAL ON SHEET C -3 : .'
. .: COMPANY
I I
i
PREVIOUS ..:
EV OUS APPROVALS. ■
,,,�, NGINEE S ■`
MASTER PLAN 08- MAS =01 MAY 6; zoos ,,.•� �•,,, R PLANNERS . SURVEYORS ENVIRONMENTAL ;
ZONING MAP CHANGE 08- REZ -12 OCT.'' H. CAR
. � I .
MASTER PLAN AMENDMENT. 08 MAS�01� -A01 NON. A I 8.:7008.. • O .• RESEARCH ■
i
- - DEC. �; zoos •: ' ..: z..•.oFE 2• ;,�
I CERTIFY THAT. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE LATEST ,SUBDIVISION PLAN..08 MAS 03 DE
DEVELOPMENT PLAN AND WAVERS 08- DP =11' DEC.. 2, 2008 : 4
RLOTTE ,
ON OF THE ENGINEERING
DESIGN AND CONSTRUCTION. STANDARDS OF THE TOWN OF HOLLY SPRINGS AND OTHER .APPLICABLE TOWN ..Q � .. - Parkway, Durham NC 27713
� ,:_ , ., : ORDINANCES AND PO Meridian Par
POLICIES, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT : -
�:3 rLlit"'� BEST KNOWLEDGE THE TOWN TO HIS 800 733 -5646 ■ www.'ohnrmcadams.com ■ License -
„f�,.�Q1 ,F c ,Ar _ OF HOLLY SPRINGS ENGINEERING. DESIGN AND CONSTRUCTION STANDARDS HAVE BEEtJ www.johmmacadanis.com SC No.. C U293 .
(� ` VICINny"MAP .: YV EST . HOLLY '. SPRINGS RD THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR ARTI ULAR PROJECT. ANY PROPOSED EXCEPTIONS OR
u:ni'rE, r:<, DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET Na OF THESE. DRAWINGS: FURTHERMORE ` '•:UG'1NE ••• \��`
� t,r, y :� D IN WIT PRELIMINARY FLANS FOR THIS PROJECT. - 4�,9 ' ,QQ` p� `�
1 500 T. THESE. LANS �t
WERE P EPA CONFORMANCE' H THE APPROVED RE
DRAWING - NC)T RELEASED." FOR CONSTRUCTICIN
rruni�i `!
x �.
-

1'
m
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
CHORD
DISTANCE
DELTA
TANGENT
C1
2404.83'
515.13'
S 31'46'56" W
514.15'
12'16'23"
258.56
C2
2404.83'
443.57'
S 20'21'42" W
442.94'
10'34'05"
222.42
C3
4984.50'
31.23'
S 08'55'13" W
31.23'
0'21'32"
15.61
C4
4984.50'
I 367.95'
I S 06'37'34" W
I 367.87'
I 4'13'46"
I 184.06
LINE TABLE
LINE
I BEARING
LENGTH
L1
S 27'21'05" W
50.15'
L2
S 39'58'15" W
82.32'
L3
N 68'58'47" W
95.20'
L4
N 21'01'13" E
2.22'
L5
N 66'44'43" W
43.16'
L6
N 66'44'43" W
16.18'
L7
I N 66'44'43" 'W
32.72'
L8
N 62'28'59" W
104.10'
L9
N 58'08'33" W
13.47'
L10
N 58'08'33" W
81.79'
L11
N 58'08'33" W
16.58'
L12
N 56'33'55" W
37.48'
L13
1 N 56'27'12" W
6.00'
L14
N 56'27'12" W
42.89'
L15
N 54'14'19" W
49.63'
L16
N 53'05'54° W
27.57'
L17
N 53'05'54" W
20.87'
L18
N 51'38'49" W
50.38'
L19
I N 50'47'46" W
48.33'
L20
N 48'40'56" W
46.95'
L21
N 47'24'58" W
33.85'
L22
N 47'24'58" W
65.17'
L23
N 45'43'20" W
99.41'
L24
N 45'11'50" W
99.51'
L25
N 44'40'11" W
99.66'
L26 I
N 45'19'00" W
100.00'
L27
N 44'59'13" W
90.28'
L28
S 44'59'13" E
10.62'
L29
S 45'09'20" E
50.06'
L30
N 44'57'09" W
63.99'
L31
N 46'00'53" W
10.39'
L32 I
N 46'24'19" W
38.65'
L33
N 46'59'08" W
48.36'
L34
S 47'26'15" E
46.19'
L35
N 38'27'37" W
37.38'
L36
N 28'29'58" W
33.58'
L37
N 21'03'19" W
27.71'
L38
N 18'32'15" W
25.06'
L39
N 11'08'13" W
8.26'
L40
S 11'08'13" E 1
50.05'
L41
S 11'08'13" E 1
150.02'
LINE TABLE
LINE
I BEARING
LENGTH
L42
S 11'08'13" E
47.56'
L43
I S 11'00'51" E
49.88'
L44
S 10'22'32" E
49.76'
L45
S 09'14'33" E
50.38'
L46
S 07'56'35" E
49.62'
L47
S 06'38'47" E
49.68'
L48
S 06'22'51" E
48.38'
L49
S 05'35'33" E
50.27'
L50
S 04'18'48" E
48.56'
L51
S 02'58'05" E
48.18'
L52
S 02'27'09" E
45.86'
L53
S 00'53'40" E
48.09'
L54
S 00'20'32" W
47.71'
L55
S 01'24'21" W
48.17'
L56
S 02'24'34" W
50.35'
L57
S 03'16'45" W
46.99'
L58
S 03'52'59" W
47.35'
L59
S 04'45'20" W
48.42'
L60
S 04'00'09" W
98.13'
L61
S 02'09'46" W
49.77'
L62
S 01'05'01" E
51.40'
L63
S 05'56'24" E
52.41'
L64
S 11'32'55" E
51.40'
L65
S 16'35'39" E
48.85'
L66
S 21'34'53" E
49.67'
L67
S 25'42'14" E
50.06'
L68
S 30'56'06" E
51.60'
L69
S 36'20'22" E
50.88'
L70
S 41'13'14" E
49.95'
L71
S 45'13'25" E
50.58'
L72
S 45'54'25" E
47.03'
L73
S 46'26'13" E
47.64'
L74
S 46'26'21" E
49.93'
L75
S 46'45'32" E
53.62'
L76
S 46'10'27" E
48.11'
L77
S 45'49'21" E
50.89'
L78
I S 44'31'17" E
48.81'
L79
S 42'17'13" E
50.12'
LBO
S 37'16'40" E
47.67'
L81
S 34'12'09" E
48.48'
L82
S 33'01'49" E 1
46.10'
i i 1 i (,� 'I l" i /IIII �_,�_ GENERAL NOTES SITE DATA
I1 ! I Ir\� 1. THE SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN AND IS
\ \ \ � \ I I I j I /1, t Y - ! •`` \ �-� h SUBJECT TO THE BUFFER PROVISIONS OF SECTION 7.06 D.4 e 3 OF THE
/ \\ \\ -, 1\ -� X\\\ �' - �-� f HOLLY SPRINGS UNIFIED DEVELOPMENT ORDINANCE. O( )
_ I
/ \ 1 \ \ \ \ \� ) / � '. 2. NO FEMA IDENTIFIED FLOODWAYS AND /OR 100 -YEAR FLOODPLAINS ARE
� J ` -,, \ I \ \ � ` � \/ / /'% -/7- - - PRESENT ON SITE.
��-\� \ \ \ \ I / / !� /'/ - _ T �� •�' 3. THE SITE IS NOT WITHIN A WATERSHED PROTECTION AREA.
\ \ \ I �. 1 I // I � -- -'_
HOLLY SPRINGS DISPa \\ \I�� /t ,perry 1 I�� I / /' / // I r' ` --- / �/ i " %/i //- \��
DB 4916 PG 5 7 /);/ / / / p<j ,� � I I� /! / / 1 / / / / // 4. THERE ARE NO GREENWAY TRAILS PLANNED WITHIN THE PROJECT
TRACT 2, / / / . ,� I 1 T I I ` I ! I' �I j� iI I j� �� /��' �/ %'i� /� '/ BOUNDARIES.
B PG 1 � / �'""/ •
SITE AREA
166.25 ACRES
ZONING
CB COMMUNITY BUSINESS
R -MF -15 RESIDENTIAL MULTIFAMILY
EXISTING LAND USE
VACANT /FORESTED, SINGLE - FAMILY RESIDENTIAL
FUTURE LAND USE
REGIONAL CENTER ( "A MIX OF USES INCLUDING BUSINESS,
COMMERCIAL AND HIGHER DENSITY RESIDENTIAL ")
RIVER BASIN
CAPE FEAR
PIN: 0649 01� 5''L2 j� / / / I I r� II l i ( I � - / ) I I / ' %% ''' _" \ \\ \� \ 5. USACE AND NCDENR -DWQ CONCURRENCE MEETINGS HAVE IDENTIFIED THAT
' ' _ _ STREAMS AND WETLANDS ARE PRESENT ON SITE. A 30 -FOOT WIDE
/i ! 111 I t ��\ 1 " j __ -- \ '� IIII/ I �/ l� J I I I I \ \ (/ __ ./ J // / / _ -��.\ \ { / J / /!/ / � �� /'/ / / 1 1 1 ► \ \ \� (/ _ /i/ / / _ - �- _ _ \ \�� 1 I ` l /- UNDISTURBED STREAM BUFFER MEASURED 20 FEET LANDWARD ADJACENT TO
// !/ / / L ✓ r v 18fl/ Opknwt I I I i 1 I�� %'� J = \\ �\ \\ \ 1 i I \ / THE STREAM BANK (ZONE 1) ON' BOTH SIDES OF THE STREAM, PLUS 10
N (l i 1 1 { = ✓ / E K £ /� / /// /I // 11 I I I I `I � -�_- �� _ _ \ �\ \1111 i \ I 1 it \ 1 \ U I REQUIREDD PERDSECTON ADJACENT 7.06 0 THE1 UNIFl EDO DEVELOPMENT ORDSNANCE. 'S SUBJECT PARCELS
1\ 11 11 I 1 i-,' /� - -' , -,/_� Ill t`�� - _ 1 \ \ \\ \ 11 ill I \ \ \ /// /
11111 111 " - ��'��'% %i/ /l � -� -/ ' ` \\ \1 I I I 1 \- /� -
/ r // � - / / - -G r \ I ) / / / 6. WHERE WETLANDS FALL ADJACENT TO THE STREAM, THE 30 FOOT BUFFER
IIII , I t �N 373.5 / //� /' ," �/ i'/ r `� -_ / /'ii i-/ \ \\ \ \ \ l /!l! ", WILL BE LEFT UNDISTURBED. BUFFERS ARE NOT REQUIRED ON WETLANDS
\ \ O �\ \ \ ` / 1 �3�t�3 /d // / \' �, � � _ _ - - - _ ✓ / / / /'�' - _�\�o 11 I I i� I N W/! / I / / ^ OUTSIDE OF STREAM BUFFERS. WHERE WETLANDS ARE TO BE DISTURBED,
I \ \\ \RAP /i I ( - \ / / - \ \ I I 4 P,/ ll /
\ \ \\ , " \ i 1\ \ � _ - _ - _ _ _ , / / / r \\ \ \ \ \\ \ \ 1111 { I \ I I 'r 11l. THE PROPER PERMITS WILL BE OBTAINED.
\ \\ \ \ \ \ \\ �\`� - -:1_-..7-_::-__:- �`�/ / // \ \ \� \ \ \1 \ \11\111111 IIII \ J Illj IIy1 1 111.
'X \ \\ \ \ \ ) \`,> - - - 3so \ \ %` / /i/ \ /\ _�- 11 1` 111 I I I I I I \ ` / y.1, 1 I I 1 I 7. STREAM, WETLAND DELINEATIONS AND BUFFER LOCATIONS PERFORMED BY
\ \ \ \� \__- - - -- \� / V\ \ I)I 11 1 1 I I ICI II
\� ) I 1 \ \ 1 - - - \ �� / I !� '\ , I'i 171 'III► JI I I 1 \ I' I I ► BEN WILSON WITH ATC ASSOCIATES AND SURVEYED BY WITHERS AND
-'- .L \�,� _ ,\ \ \\ \ \ \`� / / �� \�' I I IIJ'ItllJJ��IJIII II \ I I `{ \' j1 1\ l 1 I� RAVENEL KENNETH CLOSE SURVEYING AND THE JOHN R. McADAMS
�\ `\ I I M\ _: - \ \ I I J 1 1 1 1 1 1 1 1 1 1 I \ \ \\ \\ t \ COMPANY, INC.
\ \�\ \ ✓1 I I 1 m �\� _ \ \ \ \ � ( IIII f� I1/111�1 I I I I I I I I \ ) \� \\ \ \\ \
\ \ 1 _ - _ \ \ \ \ l l / 1 III 1 / 1 \\\1\'\1\\\\
\\%
\\ I ��' - _ \ \ \ \ / / // // 11 I I I \ / / / / / \ \\ \ \ \ \\ \\ 8. EXISTING TOPOGRAPHIC INFORMATION IS A COMBINATION OF BOUNDARY
\ \`\ \v/ I I --: - '�� \ \ \ \ •`_/ \ \/ v Lam/ // r JIJI J / /. J 1\ \ \ \ \
\\ \ `` J / / I�'�- \ \\ \ 1 I \ \ \� j� / `t�.I ( // i,-- _ J \ \ \ \\ ��\ SURVEYS BY WITHERS AND RAVENEL KENNETH CLOSE SURVEYING, LIDAR
wAN�,� +�.I tlM8 E / / I I ! \ \ I I I �� �,Z� / /� 4 07 / I /j " - _ / \ \ \ \ �\ \�\ \ \` AERIAL TOPOGRAPHIC MAPPING FROM INC FLOODMAPS, AND SITE SURVEY BY
D@ B3 C 17e`z/ / �' ` \ I I N �• _ / /% / / / �/ _ J \ \ \ �\ \ THE JOHN R. McADAMS COMPANY INC.
\ \ MTi i I / / / 1 / �� \ 1 ) J �P ING IrI1Vfi�ST iS, 6 _ � / /�,/ /i / // '` l I l ! i _ _ ) \ \\ \ \ \ \
Lj _ / / / / /// //
\ / / / 1231i/8 PGitB --- °�� , / / /// /'ii / �C / Ill / - � / I \�
BM \ a l y3/ 11 / / / ! '�/ 1 / / - �\- - - J,', �% / //j % / "j/ I l _ - ) \ �j \ ,\ \ 9. GRID TIE BASED ON NC GRID MONUMENT "PEARSALL" WITH GRID
PINS 06 �. 11-\ r�s/ , ` l / / / �/ / / /290 / / = J//,, �// �l ! l 1 /'` = - / '•�' 11 COORDINATES AS SHOWN HEREON NAD 83 NAD 88 INC GRID COORDINATES
/ B p�G./134j. / / / /
\ l t 11 I 1 /, 1 \ / / / P►N / Q6 9.f 3 173 / /� ��' // // / i \ I ( 1 - �%'/ ! / 1
\ / I r0/ / / / / % - /� // 1 I 1C / - /� / ♦ N= 692,883.883 E= 2,049,363.864,
1 I I l I' \ //_ / / /' / / 1N�/ K -, j 5' / / / - - %- -�' iA� - \ \ \ �� \ \ I � r � � ji i I J /
// // �_/
I I I I I I " / ` /oJ �/ / �' // // / // /'_ _ / / r'' / �/ / /�� / / \ y ) ) \ \\ \ \/ \� l / ' / / / /♦ 10. BOUNDARY FROM ALTA SURVEYS PERFORMED BY WITHERS AND RAVENEL,
I I I I l I // _ �; / / � / /// / /� /, /� / ,r _ - _ J I 1 I / // // FOREST- SPMNGS, LLC // , �` \ �,/� \ \ \ I // i s // / / / - KENNETH CLOSE SURVEYING DATED AUGUST 14, 2007 AND OCTOBER 22,
1 I 1 1 l 'i /�/ ,- I- /, / - J I J I �// j //j /� -- D�116 PG 657 // \ I
i ' \ 1 ( , / / / ^- - _ - - / I I 7 BM f 192 P 290 / \ I I 1 J / / � 2007.
1 / \ 1 1 1 I I o ( / / / / l - - / / J I /.,� I - PINS 0649 0 8 -4133 / / // \\ \ 1 1 / / / -
i I l / I I I I ( / / \ \ \ { � - - _ - - /I/ j I �C 1 / /� // �/ �_ x 1 I/ / - y 11. ADJACENT PROPERTY INFORMATION FROM WAKE COUNTY GIS.
II I - "/ i II {II( \ \I V � / „// I1►s - \\ // / /// � \\LI / /// / YY\
1 I - / / ` + / / ! / I I I It �� - �\�\i �� off / // - - - _ \ / /I Ill l i/ , ��.}11 I�(I 1 / I / / / / /\ \ 11 ,I 1 12. ZONING DESIGNATIONS FROM HOLLY SPRINGS ZONING MAP AND FROM WAKE
l O I l l / 1 _ \ \ `! � (� /� �, ` \ �.,,I (''I ``I I I \ , //'l /� I I (r / r/ ` I I
1 J I \ I� I / 1 ! l l I o- - � �` \ \ \ ,,r /'��•r , \ \ � \ I 1,\ `�\ \\ '� ' / / l l �/ I \''�) I I I COUNTY GIS.
I I I \V, �/! !/ / / / t� �i_�_ \ \ \ \� \rr 1 11 � / \ I\ a.- / / / / //I i II II1 , ,\ J � { J ��11j
I \\ I 1 / \l\ < \� \� \ \ \\ 111\ �I /y-- I, _ec \ \ \ ` \ \ \ \\ \�
(I 1 � _ .�` \ \ \ \ �r �� j �\\ \ \ 1 1 �!I / j 1 / / \ \ \ \ 1 \ / (� ) \� \ \ ! I j'� I I \ J / 1 IJ I I �! 13. ALL EXISTING STRUCTURES AND UTILITIES ON SITE SHALL BE DEMOLISHED % I I i \ \ z'�/ l� \ \ \ \ �� \ \ 1 I I �� / %\ / / /' -� \� \ 1 I 1 / % - , `\ \ I I I I� w J/ J / f IJ I / l! AND /OR PROPERLY ABANDONED.
/ \ � / \
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/ // // / \ // - / / / /, // r� i r'.� , i// ^,., - / \ \ I 1 l/ I f 1 \ \\ � \ \\ \ \ 150' CARDINAL EXTENSION
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// /,/ / (I �\` / / )HILE EI�C ALL C� -'i e//i �'i / //� 1 !! / /%' // �, - \ 1 I I I Ii /�( /� r / %� \ \ / \\ ` \\ \ 1 1 I i / 11, IG\dMPANY, LLC GAS LINE
/ / / \\ _ �' / - / // / /�i /' // // r \ 1 III II \\ 1 / /� -> \ \ S / / T \ \ \` I T( IEA$ MENT
// / / ' -: i \ 1 \ Q _ _- - / D B` i3 & �G J9'�� / /�,/ " ' / ✓ // / / /X/ /i � \ \ Il I III / / // \ ;�', -�� \ I w
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// // �,/ \ Iy'r I I I I1 I I , \ _- y / / //� ��� - r/jr / / //i - - \\ Ij 1 I IIII�l /. r / /�- _ � ,- J ..f'-"1 x I l I 1 I I N I } "l ( /
PIN
OWNER
ACREAGE
ZONING
JURISDICTION
0649 -56 -3997
KRG New Hill Place. LLC
30 S. Meridian Street, Suite 1100
98.14 AC.
CB
Town of Holly Springs
0
Indianapolis, IN 46204
WV
WATER VALVE
®
0649 -44 -5116
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
18.42 AC.
CB
Town of Holly Springs
(1 )
Indianapolis, IN 46204
EE
ELECTRIC BOX
*
0649 -44 -5891
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
1.07 AC.
CB
Town of Holly Springs
C
Indianapolis, IN 46204
'
YARD INLET
_ _ _
0649 -44 -6547
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
0.42 AC.
CB
Town of Holly Springs
UE
Indianapolis, IN 46204
UT
UNDERGROUND TELEPHONE
W
0649 -44 -5685
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
0.35 AC.
CB
Town of Holly Springs
X FENCE LINE
Indianapolis, IN 46204
0649 -44 -5720
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
0.25 AC.
CB
Town of Holly Springs
Indianapolis, IN 46204
0649 -44 -4753
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
0.47 AC.
CB
Town of Holl S rin s
Y P 9
Indianapolis, IN 46204
0649 -44 -3801
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
0.82 AC.
CB
Town of Holl S rin s
Y P 9
Indianapolis, IN 46204
0649 -35 -8432
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
1,29 AC.
CB
Town of Holly Springs
Y
Indianapolis, IN 46204
0649 -35 -6359
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
0.55 AC.
CB
Town of Holly Springs
Y
-
Indianapolis, IN 46204
0649 -35 -5577
KRG New Hill Place, LLC
30 S. Meridian Street, Suite 1100
0.43 AC.
CB
Town of Holly Springs
Indianapolis, IN 46204
0649 -36 -8215
Kite Realty New Hill Place, LLC
30 S. Meridian Street, Suite 1100
24,66 AC.
R -MF -15 CB
/
Town of Holly Springs
Y
Indianapolis, IN 46204
0649 -37 -7395
Springs Investors, LLC
21.67 AC.
R -MF -15
Town of Holly Springs
100 Darrington Drive, Suite 105
Cary, North Carolina 27513
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KRG NEW HILL PLACE, 1 �, \ \\\� -�- _- i j �i' - / 1 Il (� I ! / /\ 1 I I I / / J I I \ \ \
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DB 13163 PG 1708 \ _ / �- // ! / 1 \ \ / 1 1 I / I 1 I !• / ! /
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l I NG�0�4DV} Y \\ ii Y , 1 I I I I I / l / / Y \� ��/ \ // I �i'I J \ \ \\ / // % / / \ \
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ZONING: R -MF -15 \ \ \ \ - / / / ET I \ �` \ \ ` / // / �� (I / / / i / // \ \ \ \\ \ \ \\°� \ \\ \ / r , \\ \ _ _ J I J / / /
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IRVING PARKWAY' HOLLY SPRINGS ROAD
SR 119 SR 1152 1111 .
(VARIABLE WIDTH PUBLIC R /W) (VARIABLE WIDTH PUBLIC R /W)
LEGEND
GRAPHIC SCALE
200 0 100 200 400
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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT N0. KRG -11000
FILENAME: KRG11000 -XC1
DESIGNED BY: -
DRAWN BY: SRW
SCALE: 1"=200'
DATE: 12 -12 -11
SHEET NO. C-1A
JiMcADAMS
EXISTING IRON PIPE
0
IRON PIPE SET
R/W MONUMENT
-0-
BORE HOLE
US
SANITARY SEWER MANHOLE
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SANITARY SEWER CLEANOUT
WV
WATER VALVE
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CURB INLET
C
STORM DRAINAGE MANHOLE
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STORM DRAIN
OU
OVERHEAD UTILITY LINE
UE
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WATER LINE
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GAS LINE
- X
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PROJECT N0. KRG -11000
FILENAME: KRG11000 -XC1
DESIGNED BY: -
DRAWN BY: SRW
SCALE: 1"=200'
DATE: 12 -12 -11
SHEET NO. C-1A
JiMcADAMS

TOTAL LENGTH OF JURISDICTIONAL STREAMS 10,097 LF
TOTAL LENGTH
OF 0:1 MITIGATION
STREAMS 1,553 LF
Impact
Area
0:1/1:1/2:1
1
or wetland
Ave. Stream
Width Before
Impact*
USACOE IMPACT
NCDENR—DWQ Impacts
0:1
1:1
2:1
an to
Bank (AC.
Wetlands
(AC.)
Intermittent
Perennial
Wetlands
(AC.)
1
2:1,W
3.0
—
—
350
0.024
0.044
350
0'.044'
2
2:1
2.5
—
—
312
0.018
312
—
3
2:1
2.5
214
0.012
214
—
3A
Impact Avoided
2.5
—
—
—
4
0:1.1:1,W
1.5
490
212
—
0.024
0.239
212
—
0.239
5
2:1,W
1.0
—
—
87
0.002
0.025
—
87
0.025
6
1:1
1.0
—
35
—
0.001
—
35
—
—
7
1:1.W
0.5
—
180
—
0.002
0.197
180
—
0.197
8
1: 1,2: 1,W
1.0,2.0
—
146
193
0.012
0.179
146
193
0.179
8A
1:1
1.0
—
319
—
0.007
—
319
—
—
9
Impact Avoided
N/A
—
—
—
—
—
10
0:1,1:1
1.0.1.5
258
454
0.022
—
454
—
—
11
W,NJ**
0.5
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—
—
0.044
259**
—
0.044
11A
w
0.5
U.V-rlj
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0.045
118
W,NJ**
0.5
0.098
149**
—
0.098
12
0:1,1:1
1.0,3.0
288
164
0.018
—
164
—
—
13
Impact Avoided
5.0
—
—
—
—
—
14
Impact Avoided
4.0
15
2:1
4.0
—
—
82
0.008
—
82
16
0:1
1.0
237
—
—
0.005
—
—
17
0:1
85
—
0.002
—
—
—
.Grand Totalsi
0
0.871
1918
123
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------- It ' I NOTES:
I it I I 1jj 1, 't ------ i A 1, 1\ W, 1/ 1. PROPOSED IMPACTS TO STREAMS AND WETLANDS FOR ROADWAY AND ON—SITE CONSTRUCTION
F
11/ V, HAVE BEEN OBTAINED. USACOE PERMIT NO. SAW-2008-00967 DATED 12/15/2010 AND
NCDENR—DWQ PROJECT NO. 20091346 401 WQC DATED 12/6/2010.
YU
1 %.4 11
,lo
4
2. STORMWATER MANAGEMENT FACILITY (SWMF) DESIGNATIONS SHOWN ON THIS PLAN REFERENCE
P
<
THE DESIGNATIONS FROM THE "OVERALL PLAN" FROM THE PERMITTED DOCUMENTS LISTED
ABOVE. SEE SHEET C-2 (OVERALL PRELIMINARY MASTER PLAN) OF THE "PRELIMINARY MASTER
'o,
I "J17 It PLAN AMENDMENT* SET FOR CURRENT SWMF DESIGNATIONS.
f
"'Oe"
00,V0,__ 3. BUILDING AND PARKING LOT DESIGN IS CONCEPTUAL AND MAY BE SUBJECT TO CHANGE
DURING DEVELOPMENT PLAN REVIEW AND APPROVAL.
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FINAL DRAWING NOT RELEASED FOR CONSTRUCTION

N
;
GENERAL NOTES:
STORM
.
DRAINAGE NOTES:
11TILITY
I
NOTES:
."
EROSION CONTROL NOTES:
.. .
CONSTRUCTION ,SEQUENCE - STAGE 1
. 1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN : "
AND CONSTRUCTION STANDARDS. `
1.
ALL STORM. DRAINAGE PIPES SHOWN" ARE Tp BE CLASS III REINFORCED CONCRETE " "
(RCP) UNLESS NOTED OTHERWISE.
1.
»
CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL (1 -800- 632 - 4949)' A7
1.
PERMANENT SOIL STABILIZATION SHALL BE .APP ED TO DENUDED
LI
,. 1.
OBTAIN GRADING PERMIT. `
2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING
2.
..
ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
" "OF.. �
:
EAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION .OR EXCAVATION TO HAVE
EXISTING UTILITIES. LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UT{LITiIES
. 13.46ac.
AREAS WITHIN SEVEN DAYS AFTER A S H 0 ANY
E FTE FINAL GRADE i REACHED N A
PORTION`OF.SITE. MP RY I STABILIZATION N S
TEMPORARY SO L S A 0 HALL_ BE APPLIED
2:"
"CALL CONSTRUCTiON.INSPECTOR "AND ENVIRONMENTAL ENGINEER.
CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF ASSESSMENT
AND INSPECTION FEES AND OTHERS A5 REQUIRED Y APPLICABLE) Q MAY BE A L CABLE R
A E DUE
3..
TOWN HOLLY SPRINGS STANDARDS. - " .. �
ALL CONCRETE SHALL MEET. A MINIMUM 3000 PSI COMPRESSIVE. STRENGTH.
3
THAT PROVIDE THEIR OWN LOCATOR SERVICE INDEPENDENT OF NORTH CAROLINA
32.96ac...
WITHIN SEVEN DAYS OF DISTURBANCE: TO DENUDED AREAS THAT MAY .
8.950c.
(557 -3938) WITH THE TOWN OF HOLLY SPRINGS TO SCHEDULE
PRE- CONSTRUCTION MEETING.:
BEFORE "DRAWING APPROVAL:
4.
AL PIP
L E IN STORM DRAIN STRUCTUR ES SHALL` BE STRUCK EVEN WITH INSIDE WALL.
.Flow 025 (CFS)
.
ONE C ALL .
.
NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT UNDISTURBED
, (UNDISTURBED)
.
O
.CONSTRUCTION
3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL.
5:
.ALL�PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH
"FLEXIBLE
2.
" ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND.RIGHT -OF -WAYS
74.Ocfs
FOR LONGER THAN 14 DAYS.' PERMANENT STABILIZATION SHALL BE
APPLIED TO' AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN
3. `
INSTAL! SILT FENCE, DIVERSION DITCHES, CONSTRUCTION ENTRANCES .
4. ALL DRIVEWAYS MUST BE . INSTALED TO THE MINIMUM TOWN OF. HOLLY SPRINGS
380ft -
CONFORMS TO AASHTO SPECIFICATION . M -198 FOR TYPE B PLASTIC
. .
TO . BE OWNED, OPERATED AND MAINTAINED BY THE TOWN pF HOLLY SPRINGS.
.
ONE YEAR .
375ft
AND PERIMETER SEDIMENT TRAPPING DEVICES AS SHOWN ON PLANS.
OR NCDOT STANDARDS.` "
a,
GASKETS UNLESS`. OTHERWISE NOTED: . .
3.`
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS
g
1.
X
;
.
5. GRID TIE BASED ON NC GRID "MONUMENT . "PEARSALL" WITH GRID COORDINATES "AS
6.
THE INTERIOR SURFACES OF "ALL. STORM DRAINAGE STRUCTURES SHALL BE POINTED
UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
4.
STANDARDS AND SPECIFICATIONS.
ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL
2.
CITY ENGINEER AND OTHER APPLICABLE `AGENCIES SHALL MAKE A'
4.
- ONLY `DISTURB AREAS NECESSARY TO INSTALL PERIMETER MEASURES. " .
SHOWN HEREON NAD 83 -NAND 88,. NC GRID COORDINATES N =692 883.883
2.Oft
MANUFACTURER'S SPECIFICATIONS..
3.0ft
LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD PRIOR
3.0ft .
CONTINUING REVIEW. AND EVALUATION OF 'THE METHOD USED FOR THE
N/A
MAINTAIN DEVICES AS NEEDED IN ACCORDANCE WITH THE EROSION
E=2,049.363.864.
6. ALL PROPOSED ROADWAYS WILL REQUIRE :LIGHTING PROVIDED BY PROGRESS
7.
A A KF
ALL B C ILL SHA N N -PEAS
LL BE d TtC IN NATURE FRE E FROM ROOTS .VEGE TAT10N
2.7ft:
.TO
CONSTRUCTION. I "
3.0ft
OVERALL EFFECTIVENESS .OF" THE EROSION . CONTROL PROGRAM.. AN
APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
N/A
CO OL NOTES
CONTROL
ENERGY.AND LI GHTS MUST BE INSTALLED PRIOR TO ISSUANCE.OF ANY
3.Oft
MATTER, WASTE CONSTRUCTION MATFUtIAL OR OTHER OBJECTIONABLE MATERIAL.
SAID MATERIAL SHALL BE. CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS
5."
BEFORE STARTING ANY CONSTRUCTION. OF IMPROVEMENTS WITHIN ANY TOWN OR
N,C.D.O.T. STREET OR HIGHWAY RIGHT -OF -WAY THE FOLLOWING PROCEDURES
N/A
BY THE APPROVING AUTHORITY IF ON SiTE INSPECTIOWINDICATES
5.
FILL AREAS AS REQUIRED FOR .PROPER DRAINAGE ONLY AFTER SILT
CERTIFICATES OF OCCUPANCY.
7. LOCATIONS OF STREET TREES "AND STREET LIGHTING WILL BE. FIELD COORDINATED:...
, 3.5ft
AND SHALL
H LL HAVE " NO TENDENCY TO FLOW OR BEHAVE"IN A PLASTIC MANNER
.
SHOULD BE UNDERTAKEN; TOWN RIGHT -OF -WAY: CONTACT. LOCAL AUTHORITIES `
2.5H:1 V
THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN
CONTROLLING EROSION AND SEDIMENTATION 'OR IF BECAUSE OF:
. 3.OH:1 V
FENCING; HAS BEEN INSTALLED. .
. I.
BY THE DEVELOPER TO ELIMINATE CONFLICTS.
ON LIC75.
" 8.
UNDER THE TAMPING BLOWS OR PROOF ROLLING..
MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABE FOR
3.OH:1 V
ENGINEERING. DEPT. 'FOR INFORMATION ON DETOURS, OPEN CUTTING OF STREETS
OR FOR ANY CONSTRUCTION WITHIN RIGHT =OF -WAY. N.C.D.O.T. RIGHT -OF -WAY:
.
..
CHANGED CIRCUMSTANCES, THE APPROVED PLAN "CANNOT BE CARRIEp
6.:
'CALL EROSION CONTROL INSPECTOR FQR AN .INSPECTION. IF.
SiTE ` .
. .
BACKFlLL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
16.Oft
CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS. AND ENCROACHMENTS
16.Oft
OUT •
..
DRAINAGE SYSTEM
APPROVED,. INSTALLATION OF THE. BYPASS STORM DRA
CAN BEGIN FROM FES 700 TO DI 705 AND JB 708. ALSO INSTALL
"NOTES: " .. .
1: OUTLOT BUILDINGS R P
LDINGS A E CANNED FOR FUTURE DEVELOPMENT. LAYOUT FOR THE'
E
9.
BACKFlLLING OF TRENCHES SHALL BE. ACCOMPLISHED IMMEDIATELY AFTER PIPE IS
LAID. THE FILL
LL AROUND THE' PIPE HA B ,
SHALL E THOROUGHLY, COMPACTED TO 95� OF .
5.0A '.
(KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT OFFICE.
24 HOURS IN ADVANCE BEFORE PLACING CURB AND "GUTTER).
3.
CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION
L E OF ALL
5.Oft ', , ` "
:TEMPORARY CLEAN WATER DIVERSION DITCH AT ST -1.. `
OUTLOTS WILL BE SUBMITTED WHEN USES FOR EACH OUTLOT ARE DETERMINED,'
5.Oft
THE MAXIMUM DRY . DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.' THE
"
6.,
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL `BE FIELD VERIFIED BY ..
. . 262.Oft "
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
"
7.
GRADING WITHIN THE DRAINAGE AREAS FOR ST -1 " SB -2 ST -3
DEVELOPMENT PLANS WILL BE SUBMITTED SEPARATELY AND WILL REMAIN CONSISTENT
WITH THE REQUIREMENTS THE LIDO. WHERE REQUIREMENTS ARE VARIED, WAVERS "
N/A
TOP EIGHT (8) INCHES SHALL BE "COMPACTED TO 100 PERCENT STANDARD
PROCTOR.
N /A"
THE" CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR. SHALL NOTIFY THE
4.
. .
»
THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL
93.Oft
SB -4, SB =5,` SB -6 AND SB -9 CAN BEGIN. NO GRADING WITHIN
,OF .
" WILL BE .SUBMITTED.
10.'
UNDER Np CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFIIIED
N/A
OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO PROCEEDING WITH CONSTRUCTION
FOR NECESSAR Y PLAN OR GRADING" CHANGES: NO EXTRA COMPENSATION SHALL
N/A .
(1- 800 - 632 - 4444) AT LEAST 48 HOURS BEFORE BEGINNING ANY
..
THE DRAINAGE AREAS. FOR ST -7 AND ST -10 CAN OCCUR UNTIL .
THE BYPASS STORM 'DRAINAGE DRAINAGE SYSTEM IS IN PLACE
2. LOTS ARE SUBJECT TO CROSS ACCESS AND SHARED PARKING AGREEMENTS WHERE
21852cu. ft.
TRENCHES AFTER- PIPE HAS BEEN PLACED.` " ...
: ".
BE' PAID TO THE CONTRACTOR FOR ANY:. WORK DONE DUE TO "DIMENSIONS OR : '
118656cu. ft
0 UTILITY K TO AVE EXISTING UTILITIES LO A
EXC OR H LOCATED.
32220cu: ft. , .
48456cu.. ft.
NECESSARY. ." .
3. ARCHITECTURAL ELEVATIONS AND BUILDING DESIGN GUIDELINES HAVE BEEN PROVIDED `
11.
FENCES SHALL BE INSTALLED ALONG `THE TOPS OF ALL RETAINING', WALLS" IN EXCESS
OF 4' HiGH AND WHERE FENCES ARE DEEMED REQUIRED OR NECESSARY BY THE
Storage Volume Prov'd. ;
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
5. .
EROSION AND SEDIMENT CONTROL PRACTICES . SHALL BE MAINTAINED,
8..
CONSTRUCTION U NCE. .
PROCEED TO "'STAGE 2 OF. SEQUENCE.
.
CONSISTENT WITH THE TOWN OF HOLLY SPRINGS UDO. WHERE ADDITIONAL STANDARDS .
` "
.
"TOWN OF HOLLY SPRINGS. 'FENCES LOCATED IN REAR AND _SIDE. YARDS SHALL BE
7.
ALL NEW UTILITY (POWER,
( WE ETC.) LINES MUST BE INSTALLED UNDERGROUND.
90910cu. ft.
�
SO THAT SEDIMENT. CARRYING RUNOFF FROM THE SITE WILL NOT .
CONSTRUCTION SEQUENCE -' STAGE 2 .
. ARE BEING REQUESTED OR VARY. FROM THE UDO,. WAIVERS HAVE` BEEN SUBMITTED. . , .
..
BLACK VINYL COATED CHAIN -LINK. DECORATIVE FENCE SHALL BE USED IN FRONT
70010sq. A..
,CABLE,
19330sq. , ft.
ENTER STORM DRAINAGE FACILITIES.
1.
. CONTINUE TO GRADE THE SITE.
4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS CONSISTENT
Sediment Surface Area Prov d '
.
YARDS AND ALONG THE FRONTS OF BUILDINGS IN THE CENTER AS NEEDED:.FENCES '
SANITARY
S ER . NO ES: .
`
94970sq." ft.
43270sq. ft. "
.
WITH THE TOWN` OF HOLLY SPRINGS UDO. SIGNAGE DESIGN STANDARDS HAVE ALSO
.
WILL BE PROVIDED AND SHOWN. AT THE TIME OF CONSTRUCTION DRAWINGS.
1.
BACKWATER VA EVES BE PROVIDED FOR ALL UNITS WITH FINAL FLOOR
.
6.
PROPERTIES AND RIGHT --OF -WAY ADJOINING THE SITE SHAM BE
2.
FILL IN . ST -1 SB -2 ST -3 AND ST -10 AND ESTABLISH THE .
BEEN PROVIDED. WHERE ADDITIONAL STANDARDS ARE BEING REQUESTED, .WAIVERS, . _
"
I . 2 . "
1 ..
1
,SHALL
.ELEVATIONS OF BUILDINGS `LESS .TFf AN 1' O" AB
- OVE UPSTREAM MANHOLE.
1
KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR
Skimmer Size
DIVERSION DITCHES TO " SB -4, SB =5 AND SB -6 AS SHOWN. .
HAVE BEEN` SUBMITTED. ..
GRADING
NOTE . . '
S.
2.
MINIMUM COVER OF 5 FEET IN-TRAFFIC AREAS TO BE PROVIDED FOR ALL
5in
TRAFFIC OR RUNOFF. ANY MUD OR SILT THAT'THAT INADVERTENTLY
51n
MAINTAIN DIVERSION DITCHES AS FILL AREAS ARE BROUGHT TO
5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS; FOUNDATION
-
1.
ALL RETAINING. WALLS ANq ASSOCIATED FILL SHALL BE INSTALLED. PRIOR TO
5.75in .
COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE IRON
4.00in
GETS INTO ADJOINING PROPERTIES. OR RIGHT -OF -WAY SHALL BE :. "
4.751n'
FINAL GRADE.' . " °
PLANTINGS AND PARKING LOT MEDIANS WILL -BE FURTHER DETAILED .AND` DESIGNED
5.00in
INSTALLING PUBLIC WATER AND SEWER MAINS."
5.75in
I
PIPE SHALL BE. REQUIRED....'
1. Side slopes pertain only for the, vertical height from the base to the top of berm, 2H:1 V above that. " . . . I .1
REMOVED IMMEDIATELY. 1.
3. irregular shape - see plan .
AT THE TIME OF CONSTRUCTION DRAWINGS.' ALL LANDSCAPING HAS BEEN " PROVIDED
'PLAN
2..
THE CONTRACTOR SHALL PROVIDE POSITIVE, DRAINAGE AWAY FROM ALL BUILDING''
3.
MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY. SEWER COLLECTION LINES SHALL
3.
SOIL STABILIZATION SHALL BE APPUED TO DENUDED AREAS WITHIN
AS CONSISTENT. WITH .THE DE�/ELOPMENT REQUIREMENTS AND PERM N
MEETINGS
FOUNDATIONS. '` . . "
:BE NO LESS THAN 2.0% AND 1.09 RESPECTIVELY WITH CLEANOUTS EVERY 75:
: 7•
ALL CONSTRUCTION TRAFFIC" SHALL ENTER AND EXIT THE SITE VIA
PPAGE OF WORK SEE ROU D
STO G N
. WITH THE `TOWN OF HOLLY SPRINGS STAFF. SEE THE LANDSCAPE PLAN FOR :
3.
.
GRADING CONTRACTOR SHALL REFERENCE. ARCHITECTURAL PLANS FOR SLAB
LINEAL, FEET.
THE CONSTRUCTION ENTRANCES..
STABILIZATION TAB E.
. ..
FURTHER INFORMATION.
6. DOUBLE WHEELCHAIR RAMPS .ARE TO BE "INSTALLED AT ALL PUBLIC `STREET. ' -
4.
SUBGRADE REQUIREMENTS FOR" EACH BUILDING PAD.
RETAINING WALLS AS SHOWN REPRESENT TOP OF WALLS. THE WALL DESIGNER IS
4.
ADDITIONAL GREASE INTERCEPTORS"TO BE ,NCO RPORATED "WITH PHASE 1
CONSTRUCTION DRAWING SUBMITTAL.
8.
EXCAVATED MATERIAL FROM "TRENCHES SHALL BE PLACED ON THE"
4 •
CO T 0" S CT L EROSION CONTROL
RACT R SHALL IN PE AND REPAIR AL
1. INTERSECTIONS WHERE SIDEWALKS ARE REQUIRED.. 'WHEN SIDEWALKS ARE NOT..
RESPONSIBLE FOR DETERMINING CONSTRAINTS FOR 'ANY TIE- BACKS, WALL TAPERS, `
5.
ALL SANITARY MAINS, SHALL. BE` PVC SDR -35 EXCEPT WHERE CONDITIONS
UPGRADE SIDE OF THE TRENCH. TO ALLOW MATERIAL TO ERODE INTO . ,. "
I
DEVICES AT LEAST ONCE PER WEEK AFTER EVERY. RA NFALL
REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS.
ETC. DUE TO THE PRESENCE QF EASEMENTS, UTILITIES, BUILDING FOUNDATIONS,
.SEWER .
WARRANT DUCTILE IRON PIPE IN ACCORDANCE WITH
TH THE, TOWN OF HOLLY SPRINGS
THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL F A
"GRADING ACTiVIIY SHALL BE PROHIBITED IN THE AREAS OF THE
7. NO SITE OBSTRUCTING .OR PARTIALLY OBSTRUCTING "WALL," FENCE, VEGETATION, BERM,
BUFFERS, ETC." ' ,. ' ` ' ' ""
ENGINEERING DESIGN AND CONSTRUCTION T
N S ANDARDS.
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
IB R
.
SEDIMENT E M
SIGN, PARKED VENICE OR OTHER OBJECTS BETWEEN THE HEIGHTS OF TWO`,FFET .
5.
RETAINING WALLS "SHALL REQUIRE CONSTRUCTION DRAWING APPROVAL AND A.
6...
SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF
CONTRACTOR UNLESS OTHERWISE NOTED." 11
..
.THESE-DEVICES HAVE BEEN STABILIZED ND APP OVED.
AND EIGHT INCHES ABOVE THE CURB LINE ELEVATION (OR" THE EDGE OF PAVEMENT :
.'
BUILDING PERMIT FROM THE CODE I
ENFORCEMENT DEPARTMENT (TOWN OF HOLLY
BUILDINGS FOR UTILITY EXTENSIONS N ,.
ONS DURI G SHOP UPFlT.
..
"
IF NO CURB EXISTS) "SHALL BE PLACED WITHIN SIGHT DISTANCE TRIANGLES: ..
PRI
S NGS) TO:ENSURE NO UTILITIES" CONFLICT WITH THE STRUCTURAL
7,
.
g ANITARY SEWER MAINS INSTALLED 14 -20 IN DEPTH SHALL REQUIRE` SPECIAL
9.
SILT` FENCE OUTLETS S AR ".THE : `
SHOWN ON THESE .PLANS E BASED ON
BEST TOPOGRAPHIC INFORMATION AVAILABLE AT" THE "TIME OF DESIGN.
5:
THE "TOWN OF..HOLLY SPRINGS RESERVES THE RIGHT 70 ISSUE A
8. WHERE A FEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE WITH
THE TOWN OF' HOLLY SPRINGS PARKS "AND RECREATION LAND DEDICATION`.
REINFORCEMENT OF THE. WALLS. ." . .
"WALLS
BEDDING PER TOWN HOLLY SPRINGS DETAIL` HS7d3:
CONTRACTOR TO FIELD VERIFY AND ADJUST LOCATIONS OF. SILT FENCE
L.
NOTICE OF .VIOLATION IF EROSION CONTROL' DEVICES ARE NOT
PERFORMING 'CORRECTLY. FOR THIS REASON THE CONTRACTOR
REQUIREMENTS.
6.
AT ALL AREAS" WHERE THE RETAINING ARE BEING CONSTRUCTED THE
REINFORCING NEEDED FOR TIE -BACKS CANNOT BE LOCATED
TF� 1N UTILITY EASEMENTS.
8,
A PUBLIC SANITARY SEWER EXTENSION PERMIT WILL BE REQUIRED FROM NCDENR
PRIOR TO SEWER PIPE INSTALLATION.,
N. '
OUTLETS. PLACE
AND /OR ADDITIONAL OUTLETS TO INSURE THAT ALL .
..
MAY BE REQUIRED TO INSTALL ADDITIONAL MEASURES AS .
9: SOLID WASTE IS: PROVIDED AND MANAGED THROUGH THE USE OF DUMPSTERS FOR
..
,LOW SPOTS ALONG :THE SILT FENCE HAVE' AN .OUTLET. ..
REQUIRED' IN THE FIELD TO CONTROL SEDIMENT (ADEN RUNOFF
EACH LOT AND INDIVIDUAL COMPACTORS FOR LARGER TENANTS PER THE
, .
. .
. . .
REQUIREMENTS` FOR AN INTEGRATED CENTER. DUMPSTERS WILL ADHERE TO THE "
I
WATER
NOTES:
10.
TEMPORARY DIVERSION "DITCHES TD -1, 2, 3 &"4 SHALL BE LINED
� 6.`
FOR MAINTENANCE, EROSION CONTROL MEASURES SHALL BE
SCREENING AND ARCHITECTURAL DESIGN GUIDELINES OF THE HOLLY SPRINGS UDO.
1
WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 8
4
CONSISTING 00�:
IS G .
CLEANED ON A REGULAR BAS AND INSPECTED, FOLLOWING EACH
10. HARDSCAPE- PEDESTRIAN PATHWAYS AND LANDSCAPING` WILL. ". BE FULLY DETAILED. FOR
.
"
1.
INC HES, WITH 24.INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER
AGRICULTURAL STRAW AND POLYPROPYENE NETTING.. EROSION.
.
. MEASURABLE RAIN EVENT..
CONSTRUCTION 'AT .THE TIME OF CONSTRUCTION DRAWING SUBMITTAL. PLAZAS,
.
. 1.
_
UNDERGROUND UTILITIES AND .10 FEET HORIZONTAL CLEARANCE FROM ALL .
CONTROL BLANKET MUST' HAVE A 2.55 LA. /F?? UNVEGETATED : .
.
.
HARDSCAPE AND PEDESTRIAN" WAYS IN FRONT OF.THE ANCHOR TENANTS WILL ALSO
OTHER UTILITIES.
MAXIMUM" SHEAR STRESS AND A 5.90 FT /5 UNVEGETATED MAXIMUM .: `
7.
. ONCE GRADING'OF THE SiTE IS COMPLETE, CALL FOR FINAL
BE FURTHER DETAILED " IN CONSTRUCTION PLANS.
2.
PRESSURE REDUCING VALVES SHALL BE: PROVIDED IF PRESSURE IS IN EXCESS
VELOCITY RATING.
INSPECTION BY THE EROSION CONTROL INSPECTOR.
11. A PORTION .OF THE SETBACK ALONG LOT 1 AND NEW HILL ROAD HAS BEEN
OF 80 PSI.
- 11
"SB
REDUCED FROM 50" FEET TO 30 FEET. WHERE THIS OCCURS, LANDSCAPING IS. BEING
3.
ALL WATER MAINS SHALL BE DUCTILE IRON PIPE IN ACCORDANCE WITH AWWA, ` .
11.
THE "CLEAN" WATER" DIVERSION DITCHES SHOWN ON THE PLANS
8.
IF APPROVED, CONVERT SB -4; -5, SB -6; ST -7, SB -8 AND
. ADDED. SEE LANDSCAPE PLANS FOR FURTHER INFORMATION.
11
C15 0 OR C151.
DL p VE. SEE EROSION "
DINSTALLATiON. AB
SB -9 T0: PERMANENT STORMWATER- WETLANDS' OR WET PONDS AS ..
12. PARKING LOT STRIPING WILL BE WHITE. SIGN POLES WILL BE :CONSISTENT IN COLOR
'
4.
SHOP . SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE. OUT AT. REAR OF
11 . I
CONTROL DETAILS FOR LINER
�BUILTEPLANSMUSTRBE BHE
THROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LiGHT. POE BASES WILL ALSO
BUILDINGS'FOR UTILITY EXTENSIONS DURING SHOP UPFlT.
L.
ANDwAS PRiOVIDED O TOWN! OCFTIONS
BE CONSISTENT IN COLOR THROUGHOUT THE PROJECT. COLORS WILL NOT BE
. ` . . � � `
5
A PUBLIC WATER EXTENSION
N PERMIT WILL BE REQUIRED FROM NCDENR PRIOR TO
12.
'AN EROSION CONTROL' INSPECTION WILL BE CONDUCTED AFTER EACH
HOLLY SPRINGS INSPECTOR FOR REVIEW PRIOR TO FINAL
. OBTRUSIVE AND WILL REMAIN TASTEFUL .,
.
.:"
WATER LINE INSTALLATION.
PHASE OF GRADING AND THE INSPECTION DOCUMENTED IN WRITING.
CATIONS AND AS -BUILT PLANS MUST BE .
13. STOP SIGNS, YIELD SIGNS, STREET SIGNS, DIRECTIONAL SIGNS, AND OTHER . .
- - :.." .. . ". �
6
BACKFLOW.PREVENTORS FOR FIRE SUPPRESSION SERVICES SHALL BE REDUCED
1.
ACCEPTEDNPRIORTITO APPROVAL OF FINAL INSPECTION. -
INCIDENTAL SIGNS WILL BE CONSISTENT IN DESIGN.
. '
PRESSURE ZONE (RPZ) ASSEMBLIES AS :APPROVED BY USC.
13.
INLET PROTECTION AT DRAINAGE STRUCTURES ADJACENT TO TOP OF -
.
14. STREET LIGHTING WILL BE REQUIRED AT THE TIME OF THE DEVELOPMENT PLAN
7.
FIRE SPRINKLER RISER ROOMS REQUIRE 'AN ENTRY DOOR FROM" THE EXTERIOR
,
SLOPES ARE NOT TO BE CONSTRUCTED HIGHER THAN THE. OF
1.
.
PROCESS AND WILL. BE CONSISTENT WITH .THE TOWN REQUIREMENTS: IN ADDITION, A
.. . I . ,
. OF THE BUILDING AND A "KNOX BOX" MOUNTED "TO THE EXTERIOR' ENTRANCE." :
CURB OR DIVERSION BERM.
.
COMPLETE STREET LIGHTING PLAN. FOR BOTH INTERIOR STREETS AND ADJACENT
..
. .
PUBLIC STREETS ANq THOROUGHFARES (IF APPLICABLE} WILL BE REQUIRED BY THE
.. 1.
..
., .
TOWN AT FIRST SUBMITTAL OF CONSTRUCTION DRAWINGS.
. . . .
. ` .
6
a
.
8
SB -2
..
.
aa)
SB =6
E
..
.a
ST -10
0
Drainage Area (AC.)
5.56ac.
15.16ac.
a:
10.12ac.
0
. 13.11ac.
c
. 13.46ac.
o
.
y
Disturbed Area (AC.) I
'S
15.16ac." .
3
9.59ac."
32.96ac...
13.116c..
8.950c.
13.46ac..
5
7.84ac.
C `
.Flow 025 (CFS)
co
.
�
.
O
64.0cfs ':
0,
61.1cfs
. 45.Ocfs
.
74.Ocfs
. .
3I 95ft I
` 391ft , .
a-
y5
380ft -
. ,. 3..
68ft
. .
M
.
3, 52ft
375ft
320ft
Sediment Depth
a,
3.Oft
..Q
. .
g
27ft
X
3.Oft
. . TEMPORARY SKIMMER BASIN/TRAP DESIGN TABS. "
SEDIMENT TRAP, ID '
. ST -1
SB -2
ST -3
SB -4 _ .
SB -5
SB =6
ST -7
SB -8 . "
SB -9 `
ST -10
SB -11
Drainage Area (AC.)
5.56ac.
15.16ac.
5.O2a6.
10.12ac.
32.96. c. c.
. 13.11ac.
8.95ac.
. 13.46ac.
10.33oc.
7.84ac.
16.10ac.
Disturbed Area (AC.) I
. 6.07ac...
15.16ac." .
5.02ac.`
9.59ac."
32.96ac...
13.116c..
8.950c.
13.46ac..
770ac. "
7.84ac.
16.10ac.
.Flow 025 (CFS)
31.7cfs
I
75.4cfs .
. 25.0cfs
51.8cfs
160.9cfs
64.0cfs ':
. 44.4cfs
61.1cfs
. 45.Ocfs
39.Ocfs
74.Ocfs
Bottom Elevation ,
3I 95ft I
` 391ft , .
38. 7f
380ft -
. ,. 3..
68ft
.� . 362ft
360ft ..
3- 26ft
3, 52ft
375ft
320ft
Sediment Depth
� 3.Oft
3.Oft
3.0ft .
3.Oft '
. 3.5ft
27ft
. 3.07AMS
3.Oft
.3.0ft
3.5ft
. 3.Oft
Freeboard (from. Sediment Depth)
2.Oft
2.Oft
2.Oft
3.04
2.5t
1.3ft
2.Oft
3.Oft"
3.0ft
1:5ft
3.0ft .
Depth to Crest of Riser. '
N/A
a0ft
N /A`
3.0ft
, 3.5ft
2.7ft:
3.Oft
3.0ft
3.0ft ,
N/A
3.Oft
Depth to Crest of Emergency Spillway
3.Oft
4.Oft
3.Oft .
N/A
N/A
N/A
N/A .
N/A
N/A
, 3.5ft
N/A
Side Slopes, . . .
2.OH:1 V
2.5H:1 V
. 2.OH:1 V -
. 3.OH:1 V
&OH:1 V `
3.OH:1 V
3.OH:1 V _ ..
3.OH:1 V
3.OH:1 V
2.OH:1 V
3.OH:1 V
Spillway Length
10. .0h .
16.0ft '
: 10.Oft
. 16 'Oft " ..
16.Oft
16.Oft
16.Oft _.
16.Oft
16.Oft
10.Oft
16.0ft
Height of Berm. .� .
5.Oft
.. - 5.0ft , �
5.0A '.
6.0ft . .
.6.Oft
4.Oft
5.Oft ', , ` "
6.Oft
6.Oft
5.Oft
6.Oft
Top of Trap. Length3
170:Oft
. . 262.Oft "
' 150.Oft- "
N/A
N/A ,
.' "N /A ' .
N/A
N/A
N /A"
188.Oft
N/A
Top of Trap Width3
93.Oft
138.Oft
85.Oft
1.
. N/A
N/A '
N/A
N/A , .
N/A .
N/A
IOO.Oft
N/A
Storage Volume Required.
21852cu. ft.
. 54576cu.. ft. "
18072cu. ft.
36432cu. ft.
118656cu. ft
47196cu ft.
32220cu: ft. , .
48456cu.. ft.
27720cu. ft.
28224cu. ft.
1.
57960cu. ft.
Storage Volume Prov'd. ;
37000cu. ,ft.
92280cu. ft.
28990cu. ft.
. 66730cu.: ft:
308340cu. ft :.
107490cu. ft.
65510cu. ft.
.86050cu. ft.
59730cu. ft.
11
53330cu. ft.
90910cu. ft.
�
Sediment . Surface Area Req'd
1.
13770sq. ft..
32780sq. ft.
10860sq. ft. - .
22550sq: ft.
70010sq. A..
'27850sq. ft.
19330sq. , ft.
26580sq. ' ft.
19570sq.. ft.
16950sq. ft.
32190sq. ft.
Sediment Surface Area Prov d '
13770sq.. ft.
33020sq. ft.
10930sq. ft.
25300sq.. ft.
94970sq." ft.
43270sq. ft. "
' . 23810sq.' ft.
32100sq. ft.
22640sq. ft..:
1711 Osq. ft.
34200sq. " ft:,
Number of Skimmers
2
1 .
. 1
2 . .
3
I . 2 . "
1 ..
1
1
1
1 . " .
Skimmer Size
3L 1n
6in ,
. 4in
4i6
6in : `
- 5. n
5in
61n
51n
5in .
6in
Skimmer Orifice Size
3,001n
5.75in .
3.7516
4.00in
6.00in
4.751n'
5.00Ln :
5.50in
5.00in
4J5in
5.75in
Notes: . . .
1. Side slopes pertain only for the, vertical height from the base to the top of berm, 2H:1 V above that. " . . . I .1
Z See details on slit fence baffle spacing. .
3. irregular shape - see plan .
. . , .. .. . . . .. .
GROUND STABILIZATION
SITE AREA .
STABILIZATION
STABIUZATION TIME
DESCRIPTION.. .
TiME FRAME
`FRAME EXCEPTIONS.
PERIMETER DIKES,
.
SWALES, DITCHES
7 DAYS
. .1 NONE
AND SLOPES
.
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
.
NONE
.
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH.
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
r
.
THAN 2: i ; 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 .,
.
.FEET. IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HQW
FLATTER " THAN 4:1
. ZONES)
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PROJECT NO. .KRG -11000
FILENAME: KRG11000 -CD -N1
DESIGNED BY: :
DRAWN BY: SRW
SCMZ: N.T.S.
DATE: 12 -12 -11 "
SHEET N0. ' � I
C -2
L1:::;:

t
x
SPECIAL CONDITIONS FOR 404 SPECIAL CONDMONS FOR 401
ACTION ID NO. SAW- 2008 -00967 NCDENR -DWQ WATER QUALITY CERT. NO. 3841. PROJECT NO. 20091346
1. All work authorized by this permit must be performed in strict compliance with the plans, 1. This approval to only valid for the purpose and design submitted in the application materials and as described in the Public .Notice and
which are a part of this additional information received DWQ.
permit. Any modification to .these plans must be approved y the US �
Army Corps of Engineers (USACE) prior to implementation. 2. If the project is changed, prior to notification a new application for a new Certification is required.
2. Except as authorized by this permit or any USACE approved modification to this permit, no 3. If the properly to sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying
excavation, fill or mechanized land - clearing activities shall take Place at any time to the with all condi ions of this Certification. Any new owner must notify the Division and request the Certification be issued in their name.
construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or 4. Should wetland or stream fill be requested in the future, additional compensatory mitigation may be required as described in 15A NCAC 2H
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project• .0506 (h) (6) and (7).
5. If an Ian revisions r
3. Except as specified in the plans attached to this permit, no excavation, fill or mechanized Y P from the approved site plan result to a change in stream or wetland impact or an increase in Impervious surfaces, the
land - clearing activities shall take place at any time in the construction or maintenance of this DWQ shall be notified in writing and a new application for 401 Certification may be required. For this approval to be valid, compliance with
project, in such a manner as to impair normal flows and circutatton patterns within waters or the conditions listed below is required.
wet ands or to reduce the reach of waters or wetlands. 6. Impacts Approved:
The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated
4. The permittee shall make payment to the North Carolina Ecosystem Enhancement Program Wetland Permit) are met. No other impacts are approved including incidental impacts:
(NCEEP) in the amount determined by the NCEEP, sufficient to perform the restoration of
3,986 linear feet of streams and 1.75 acres of riparian wetlands in the Cape Fear River Basin Type of Impact Amount Approved (Units) Plan Location or Reference
(Cataloging Unit 03030004). 404/401 Wetlands 0.871 (acres) Application and Public Notice
Stream (perennial) 1,238 linear feet Application and Public Notice
5. Construction within jurisdictional wetlands on the property shall begin only after the permittee Stream (intermittent) 1,918 Mincer feet; Application and Public Notice
has made full payment to the INC EEP and provided a copy of the payment documentation to
the Corps. 7. Erosion and sediment control practices must be in full compliance with all specifications governing the pro design, installation and
6. During the construction /installation' of culverts, measures will be included in the
operation and maintenance of such Best Management Practices in order to protect surface waters standards.
construction /installation that will promote the safe passage of fish and other aquatic S. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the
organisms (See 401 conditions 17 and 18). most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. The design, installation, operation, and
maintenance of the sediment and erosion control ensure at be such that they equal, or exceed, the requirements specified in the most
7. The permittee shall take measures to prevent live or fresh concrete from coming into contact recent version of the North Carolina Sediment and ston Control Manual. The devices shall be maintained on all construction sites, borrow
with any surface waters until the concrete has hardened. sites, and waste pile (spoil) projects, including contra -owned or leased borrow pits associated with the project.
8. All mechanized equipment will be regularly inspected and maintained to prevent contamination 9. For borrow pit sites, the erosion and sediment control m must be designed, installed, operated, and maintained in accordance with
of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. the most recent version of the North Carolina Surface Mining nual.
9. The permittee shall advise the Corps in writing prior to beginning the work authorized by this 10. No waste, spoil, solids, or fill of any kind shall occur in wetlands, tars, or riparian areas beyond the footprint of the impacts depicted in
permit and again upon completion of the work authorized by this permit. In addition, a the 404 /401Permlt Application. All construction activities, including th esign, installation, operation, and maintenance of sediment and
pre - construction meeting shall take place prior to beginning the construction activities. erosion control Beat Management Practices, shall be performed so that violations of state water quality standards, statutes, or rules
occur.
10. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall
be generated from an upland source and will be clean and free of any pollutants except in 11. Sediment and erosion control measures shall not be placed in wetlands or w without prior approval from the Dlvislon. If placement of
trace quantities. sediment and erosion control devices in wetlands and waters is unavoidable, des and placement of temporary erosion control measures
shall not be conducted in a manner that may result in dls- equilibrium of wetland r stream beds or banks, adjacent to or upstream and
11. The permittee shall require its contractors and /or agents to comply with the terms and down stream of the above structures. All sediment and erosion control devices shall removed and the natural grade restored within two
conditions of this permit in the construction and maintenance of this project, and shall (2) months of the date that the Division of Land Resources or locally delegated prog , has released the project.
P rovide each of its contractors a
nd / or a ants associated at a
d with the construction or maintenance
e
Of this project with a copy of t his permit. A co py of
this permit, including all conditions. shall 12. Spring Investors, LLC, shall conduct construction aetivitiea in a manner consistent with Sta water quality standards (including any
be available at the project site during construction and maintenance of this project. requirements resulting from compliance with section 303(d) of the Clean Water Act) and any, or appropriate requirements of State law and
12. No fill or excavation for the purposes of sedimentation and erosion control shall occur within federal law.
jurisdictional waters, including wetlands, unless it is included on the plan drawings and 13. Until the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement P m Office), no Impacts specified in this
specifically authorized by this permit. Authorization Certificate shall occur.
13. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration 14. The approved SMP must be constructed and operational before any permanent building or other structu is occupied at the site. If a
before completion of the work will, without expense to the United States and in such time and development is phased, then the approved SMP for each future phase must be constructed and operatio before any permanent building or
manner as the Secretary of the Army or his authorized representative may direct, restore the other structure associated with that phase is occupied.
water or wetland to its pro - project condition.
15. The SMP may not be modified without prior written authorization from the SMP approval authority.
GENERAL NOTES: 16. No land disturbance associated with any phase may be conducted until a stormwater management plan for that se has been submitted
1. THIS DEVELOPMENT IS IN THE TRIASSIC BASIN. ALL PUBLIC ROADWAYS WILL to and approved by the DWQ.
BE REQUIRED TO MEET ALL SPECIAL DESIGN REQUIREMENTS AS OUTLINED IN 17. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of th ambed by one
THE TOWN OF HOLLY SPRINGS ENGINEERING AND CONSTRUCTION STANDARDS foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having diameter lass
SECTION 3.02J. than 48 inches, to allow low flow passage of water and aquatic life.
2. WHERE STREET TREES ARE TO BE INCORPORATED (ALONG COLLECTOR "A" 18. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of Completion" form to not' CDWQ when
AND COMMERCIAL SPINE ROAD 'A ") THEY WILL BE PLANTED BEHIND THE all work included in the $401 Certification has been completed.
SIDEWALKS WITH A MINIMUM OF A 5' LANDSCAPE AREA. WHERE TREES ARE 19. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective buffers in ord to
NOT PLANTED IN THE PRIVATE RIGHT -OF -WAY THEY Will BE IN AN EASEMENT aasure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place at the time Iota or properti re
TO BE RECORDED. recorded.
R/W R/W
61' PUBLIC R/W
5' 5' 41' BOC TO BOC 5' 5'
, 36.0' ROADWAY (3 LANES AT 12' 2.5'
1 �P� -7 z.o�; 2.0%
2.0 %
RAW
L
KCMVYC Mb IINU�
MEDIAN PAVEMENT
TYPICAL SECTION NO. 4
NEWHILL- STA.15 +00.00 TO STA. 20 +'37:31
q- NEWHILL-
RM
a
50 'PROPOSED RIGHTLOF -WAY -30 "EXISTING RIGHT -OF -WAY '
37' 28'
24 ' . 24' i.5` 9.0'
I I AL GRO NDL.
ORIGINAL 1 t
GROUND' POINT W1 `4„ ' !!%
44 i f.03 ; 3s 4%4) ORIGINAL
ORIGINAL
,GROUND ,
22 EXISTING• PAVEMENT /I
N 1
GRADE TO I `�, �T
4T�D2 E3` THIS LINE D2. �R2J
�A � GRADE, TO
TYPICAL SECTION 5; THIS LINE
-N EWH I LL STA. 24.+ 60.0 O STA. 32 + $4,47
R/W R/W
30' C L TO EXISTING R/W C L TO R/W
32.5 TO BOC V 5'
0. 2.5,
2.090
2.0%
37
3.0" B SURFACE OVERLAY
Mqk
EXISTING ASPHALT 4. 9.09 BINDER
5' CONCRETE
CABC *
SIDEWALK
BSTITUTE 5" 825.08 IN AREAS „
ESS THAN 6" WIDE 30 STANDARD CURB
AND GUTTER
TYPICAL OL HOLLY SPRINGS APEX ROAD STREET SECTION
ALL BE WIDENED IN ACCORDANCE WITH THE
R/W TOWN OF HOLLY SPRINGS THROUGHFARE PLAN R/W
65' PUBLIC R/W
5' MIN. PLANnNG 5' 41' BOC TO BOC
5' MIN. PLANTING
AREA. SEE GENERAL 5' 5
NOTES , AREA. SEE GENERAL
NOTES
3' 2 2.5' 36.0' ROADWAY (3 LANES AT 12') 2.5' 2
2.
2.0% 2.0% 2.0%
1.5" S9.5B SURFACE OVERLAY
5' CONC 30 STANDARD 30" STANDARD 5' CONCRETE
SID LK CURB AND GUTTER 2.5 119.08 BINDER 8' CABC CURB AND GUTTER SIDEWALK
* PAVEMENT SECTION TO BE
CONFIRMED DURING REVIEW OF
CONSTRUCTION DRAWINGS
TYPICAL COLLECTOR "A" STREET SECTION (65' R /W)
(INTERSECTION OF COMMERCIAL SPINE ROAD TO THOROUGHFARE "A"
W R/W
77' PUBLIC R/W
5' MIN. PLANTING rj' 5' 53' BOC TO BOC g' 5 5' MIN. PLANTING
AREA. SEE GENERAL
NOTES 2r AREA. SEE GENERAL
.7 2.5' 48.0' ROADWAY 4 LANES AT 12' 2, NOTES
2.5'
2.07
2.011K 2.0% 2.0%
3�
'�• Mqk
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE 30" S ARD 2.5" 119.OB BINDER 30" STANDARD 5' CONCRETE
SIDEWALK CURB A UTTER 8" CABC CURB AND GUTTER SIDEWALK
* PAVEM SECTION TO BE
CONFIRMED ING REVIEW OF
CONSTRUCTION AWINGS
TYPICAL COLLECTOR "A" STREET SECTION (77' R /W)
(NC HWY 55 TO INTERSECTION OF COMMERCIAL SPINE ROAD
R/W 51' WIDE PRIVATE R/W R/W
5' S' 31' B C TO BOC 5' 5'
2.0' 27.0' RO WAY 2.0'
2.0% 2.0%
2.0% 2.0%
P ' 3
1 ' Mqk
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE 24" STANDARD 2.5" 119.01 BINDER 24" STANDARD 5' CONCRETE
SIDEWALK CURB AND GUTTER 8" CABC CURB AND GUTTER SIDEWALK
COMMERCIAL SPINE ROAD "A"
(STANDARD SECTION)
R/W 74' WIDE PRIVATE R/W R/W
5' 5' 50' BOC TO BOC 14'
27.0' ROADWAY I ±19' ANGLED PARKING 2.0'
\7 .
2.0%
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE-/ 24" STANDARD 2.5" 119.OB BINDER
SIDEWALK CURB AND GUTTER 8" CABC 24" STANDARD
CURB AND GUTTER
COMMERCIAL SPINE ROAD "A"
(STANDARD SECTION WITH ANGLED PARKING)
�- 14' CONCRETE
SIDEWALK
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT N0. KRG -11000
Fn,ENALE: KRG11000- SD -0AS1
DESIGNED BY: -
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12 -12 -11
SHEET N0.
C -3
11WADAMS
. 2.0%
GRASS MEDIAN
VAR. 24 TO 36
10
qk
5 CONCRETE
1.5" S9.5B SURFACE OVERLAY
30 „ STANDARD 2.5" 119.08 BINDER 30" STANDARD
5' CONCRETE
SIDEWALK
CURB AND GUTTER 8" CABC CURB AND GUTTER
SIDEWALK
12'
* PAVEMENT SECTION TO BE
10'
CONFIRMED DURING REVIEW OF
12' 12'
6'
CONSTRUCTION DRAWINGS
WOODLARK LANE EXTENSION (61' R /W)
PS
(CONNECTION TO FOREST SPRINGS SUBDIVISION FROM INTERSECTION
OF THOROUGHFARE "A" AND OLD HOLLY SPRINGS APEX ROAD)
R/W
R/W
IN
70.5' PUBLIC R/W
5'
5' 46.5' BOC TO BOC 5'
5'
3.7
2.5 36.0' ROADWAY (3 LANES AT 12' AND 5.5' MEDIAN) 2.5'
5 5' MEDIAN
4'
3.25' FROM CL
2.0%
2.0% 2.090
2.0%
5' CONCRETE
30" STANDARD 1.5" S9.5B SURFACE OVERLAY
2.5" 119.10B BINDER 30" STANDARD
5' CONCRETE
SIDEWALK
CURB AND GUTTER 8" CABC CURB AND GUTTER
SIDEWALK
* PAVEMENT SECTION TO BE
CONFIRMED DURING REVIEW OF
PS
CONSTRUCTION DRAWINGS
CONNECTOR STREET (70.5' R /W)
(CONNECTION TO FOREST SPRINGS SUBDIVISION FROM INTERSECTION
OF THOROUGHFARE "A" AND COLLECTOR "A ")
-.o2
..02
.02 ,
10' 1
VAR 24' TO 36' VAR 34' TO 46'
'
RAW
L
KCMVYC Mb IINU�
MEDIAN PAVEMENT
TYPICAL SECTION NO. 4
NEWHILL- STA.15 +00.00 TO STA. 20 +'37:31
q- NEWHILL-
RM
a
50 'PROPOSED RIGHTLOF -WAY -30 "EXISTING RIGHT -OF -WAY '
37' 28'
24 ' . 24' i.5` 9.0'
I I AL GRO NDL.
ORIGINAL 1 t
GROUND' POINT W1 `4„ ' !!%
44 i f.03 ; 3s 4%4) ORIGINAL
ORIGINAL
,GROUND ,
22 EXISTING• PAVEMENT /I
N 1
GRADE TO I `�, �T
4T�D2 E3` THIS LINE D2. �R2J
�A � GRADE, TO
TYPICAL SECTION 5; THIS LINE
-N EWH I LL STA. 24.+ 60.0 O STA. 32 + $4,47
R/W R/W
30' C L TO EXISTING R/W C L TO R/W
32.5 TO BOC V 5'
0. 2.5,
2.090
2.0%
37
3.0" B SURFACE OVERLAY
Mqk
EXISTING ASPHALT 4. 9.09 BINDER
5' CONCRETE
CABC *
SIDEWALK
BSTITUTE 5" 825.08 IN AREAS „
ESS THAN 6" WIDE 30 STANDARD CURB
AND GUTTER
TYPICAL OL HOLLY SPRINGS APEX ROAD STREET SECTION
ALL BE WIDENED IN ACCORDANCE WITH THE
R/W TOWN OF HOLLY SPRINGS THROUGHFARE PLAN R/W
65' PUBLIC R/W
5' MIN. PLANnNG 5' 41' BOC TO BOC
5' MIN. PLANTING
AREA. SEE GENERAL 5' 5
NOTES , AREA. SEE GENERAL
NOTES
3' 2 2.5' 36.0' ROADWAY (3 LANES AT 12') 2.5' 2
2.
2.0% 2.0% 2.0%
1.5" S9.5B SURFACE OVERLAY
5' CONC 30 STANDARD 30" STANDARD 5' CONCRETE
SID LK CURB AND GUTTER 2.5 119.08 BINDER 8' CABC CURB AND GUTTER SIDEWALK
* PAVEMENT SECTION TO BE
CONFIRMED DURING REVIEW OF
CONSTRUCTION DRAWINGS
TYPICAL COLLECTOR "A" STREET SECTION (65' R /W)
(INTERSECTION OF COMMERCIAL SPINE ROAD TO THOROUGHFARE "A"
W R/W
77' PUBLIC R/W
5' MIN. PLANTING rj' 5' 53' BOC TO BOC g' 5 5' MIN. PLANTING
AREA. SEE GENERAL
NOTES 2r AREA. SEE GENERAL
.7 2.5' 48.0' ROADWAY 4 LANES AT 12' 2, NOTES
2.5'
2.07
2.011K 2.0% 2.0%
3�
'�• Mqk
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE 30" S ARD 2.5" 119.OB BINDER 30" STANDARD 5' CONCRETE
SIDEWALK CURB A UTTER 8" CABC CURB AND GUTTER SIDEWALK
* PAVEM SECTION TO BE
CONFIRMED ING REVIEW OF
CONSTRUCTION AWINGS
TYPICAL COLLECTOR "A" STREET SECTION (77' R /W)
(NC HWY 55 TO INTERSECTION OF COMMERCIAL SPINE ROAD
R/W 51' WIDE PRIVATE R/W R/W
5' S' 31' B C TO BOC 5' 5'
2.0' 27.0' RO WAY 2.0'
2.0% 2.0%
2.0% 2.0%
P ' 3
1 ' Mqk
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE 24" STANDARD 2.5" 119.01 BINDER 24" STANDARD 5' CONCRETE
SIDEWALK CURB AND GUTTER 8" CABC CURB AND GUTTER SIDEWALK
COMMERCIAL SPINE ROAD "A"
(STANDARD SECTION)
R/W 74' WIDE PRIVATE R/W R/W
5' 5' 50' BOC TO BOC 14'
27.0' ROADWAY I ±19' ANGLED PARKING 2.0'
\7 .
2.0%
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE-/ 24" STANDARD 2.5" 119.OB BINDER
SIDEWALK CURB AND GUTTER 8" CABC 24" STANDARD
CURB AND GUTTER
COMMERCIAL SPINE ROAD "A"
(STANDARD SECTION WITH ANGLED PARKING)
�- 14' CONCRETE
SIDEWALK
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT N0. KRG -11000
Fn,ENALE: KRG11000- SD -0AS1
DESIGNED BY: -
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12 -12 -11
SHEET N0.
C -3
11WADAMS
GRASS MEDIAN
VAR. 24 TO 36
10
6'
VAR. 0' TO 12'
12'
12'
10'
10'
VAR. 0' TO 12
12' 12'
6'
PS
PS
4'
4'
_PS7
PS
2
-.o2
..02
.02 ,
.02
.02
.02 ,
ARIABLE
2' 1 SLOPE
6:1 4.1
VARIABLE
E
EXISTING ROADWAY
EXISTING ROADWAY
ZWDENING
SLOPE
VARIABLE
WIDENING FOR SUPER STREET CONFIGURATION FOR SUPER STREET CONFIGURATION SLOPE
3.0" S9.5C SURFACE OVERLAY 10" S9.5C SURFACE OVERLAY
4.0" 119.10C BINDER 4.0" 119.10C BINDER
7.5" B25.00 7.5" B25.00
10" CABC 10" CABC
TYPICAL NC HWY 55 BYPASS
DIMENSIONS ARE APPROXIMATE
THOROUGHFARE-
R/W
NEW HILL PLACE
I HOLLY SPRINGS, NC R/W
50' ROW
3'
5'
1 5.0'
26.0' 26.0'
5.0'
Aw
5'
3'
��\
I
•
I
SEE PLANS FOR MEDIAN
ISLAND LOCATIONS
i
�� I I�
02 & VAR.
SEE PLANS
1
POIN
02 & VA
SEE PL
.02
1
FUTURE 14.5'_
EUTURf 12'_
F�TU� j�'
FUTURE 14.5' �.
1
* PAVEMENT SECTION TO BE
-
CONFIRMED DURING REVIEW OF
CONSTRUCTION DRAWINGS 3.0' S9.5B SURFACE OVERLAY *
4.0' 119.08 BINDER
`
10* CABC
TYPICAL THOROUGHFARE "A" STREET SECTION
`
71riii
RAW
L
KCMVYC Mb IINU�
MEDIAN PAVEMENT
TYPICAL SECTION NO. 4
NEWHILL- STA.15 +00.00 TO STA. 20 +'37:31
q- NEWHILL-
RM
a
50 'PROPOSED RIGHTLOF -WAY -30 "EXISTING RIGHT -OF -WAY '
37' 28'
24 ' . 24' i.5` 9.0'
I I AL GRO NDL.
ORIGINAL 1 t
GROUND' POINT W1 `4„ ' !!%
44 i f.03 ; 3s 4%4) ORIGINAL
ORIGINAL
,GROUND ,
22 EXISTING• PAVEMENT /I
N 1
GRADE TO I `�, �T
4T�D2 E3` THIS LINE D2. �R2J
�A � GRADE, TO
TYPICAL SECTION 5; THIS LINE
-N EWH I LL STA. 24.+ 60.0 O STA. 32 + $4,47
R/W R/W
30' C L TO EXISTING R/W C L TO R/W
32.5 TO BOC V 5'
0. 2.5,
2.090
2.0%
37
3.0" B SURFACE OVERLAY
Mqk
EXISTING ASPHALT 4. 9.09 BINDER
5' CONCRETE
CABC *
SIDEWALK
BSTITUTE 5" 825.08 IN AREAS „
ESS THAN 6" WIDE 30 STANDARD CURB
AND GUTTER
TYPICAL OL HOLLY SPRINGS APEX ROAD STREET SECTION
ALL BE WIDENED IN ACCORDANCE WITH THE
R/W TOWN OF HOLLY SPRINGS THROUGHFARE PLAN R/W
65' PUBLIC R/W
5' MIN. PLANnNG 5' 41' BOC TO BOC
5' MIN. PLANTING
AREA. SEE GENERAL 5' 5
NOTES , AREA. SEE GENERAL
NOTES
3' 2 2.5' 36.0' ROADWAY (3 LANES AT 12') 2.5' 2
2.
2.0% 2.0% 2.0%
1.5" S9.5B SURFACE OVERLAY
5' CONC 30 STANDARD 30" STANDARD 5' CONCRETE
SID LK CURB AND GUTTER 2.5 119.08 BINDER 8' CABC CURB AND GUTTER SIDEWALK
* PAVEMENT SECTION TO BE
CONFIRMED DURING REVIEW OF
CONSTRUCTION DRAWINGS
TYPICAL COLLECTOR "A" STREET SECTION (65' R /W)
(INTERSECTION OF COMMERCIAL SPINE ROAD TO THOROUGHFARE "A"
W R/W
77' PUBLIC R/W
5' MIN. PLANTING rj' 5' 53' BOC TO BOC g' 5 5' MIN. PLANTING
AREA. SEE GENERAL
NOTES 2r AREA. SEE GENERAL
.7 2.5' 48.0' ROADWAY 4 LANES AT 12' 2, NOTES
2.5'
2.07
2.011K 2.0% 2.0%
3�
'�• Mqk
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE 30" S ARD 2.5" 119.OB BINDER 30" STANDARD 5' CONCRETE
SIDEWALK CURB A UTTER 8" CABC CURB AND GUTTER SIDEWALK
* PAVEM SECTION TO BE
CONFIRMED ING REVIEW OF
CONSTRUCTION AWINGS
TYPICAL COLLECTOR "A" STREET SECTION (77' R /W)
(NC HWY 55 TO INTERSECTION OF COMMERCIAL SPINE ROAD
R/W 51' WIDE PRIVATE R/W R/W
5' S' 31' B C TO BOC 5' 5'
2.0' 27.0' RO WAY 2.0'
2.0% 2.0%
2.0% 2.0%
P ' 3
1 ' Mqk
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE 24" STANDARD 2.5" 119.01 BINDER 24" STANDARD 5' CONCRETE
SIDEWALK CURB AND GUTTER 8" CABC CURB AND GUTTER SIDEWALK
COMMERCIAL SPINE ROAD "A"
(STANDARD SECTION)
R/W 74' WIDE PRIVATE R/W R/W
5' 5' 50' BOC TO BOC 14'
27.0' ROADWAY I ±19' ANGLED PARKING 2.0'
\7 .
2.0%
1.5" S9.5B SURFACE OVERLAY
5' CONCRETE-/ 24" STANDARD 2.5" 119.OB BINDER
SIDEWALK CURB AND GUTTER 8" CABC 24" STANDARD
CURB AND GUTTER
COMMERCIAL SPINE ROAD "A"
(STANDARD SECTION WITH ANGLED PARKING)
�- 14' CONCRETE
SIDEWALK
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT N0. KRG -11000
Fn,ENALE: KRG11000- SD -0AS1
DESIGNED BY: -
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12 -12 -11
SHEET N0.
C -3
11WADAMS

SIGHT DISTANCE TRIANGLES
SIGHT DISTANCE TRIANGLE CALCULATIONS BASED ON TABLE 3.1 OF THE TOWN
OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS FOR
SIGNALIZED INTERSECTIONS.
TABLE 3.1
VEHICLE CROSSING THE
ROADWAY
SIGHT DISTANCE (FT) PER 10 MPH OF DESIGN
SPEED FOR APPROPRIATE WIDTH OF CROSSING
NUMBER OF LANES
2 -LANES
4 -LANES
6 -LANES
8 -LANES
PASSENGER
100
120
130
140
SINGLE UNIT TRUCK
130
150
170
190
LARGE TTST
170
200
210
220
ROAD DATA
ROAD NAME
DESIGN SPEED
NUMBER OF LANES
NO HWY 55 BYPASS
60 MPH
4
NEW HILL ROAD
40 MPH
4
OLD HOLLY SPRITS APEX ROAD
40 MPH
2
THOROUGHFARE A
50 MPH
2
COLLECTOR "A"
35 MPH
2
W�
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EXISTING/R0ADWAY
(APPR9X. 22' E -E)
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HOLLY SPRINGS DISPOSAL, INC
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SEWER OUTFALL TO BE
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SITE DATA TABLE SITE NOTES:
PINS
0649 -56 -3997, 0649 -44 -5116, 0649 -44 -5891, 0649 -44 -6547,
0649 -44 -5685, 0649 -44 -5720, 0649 -44 -4753, 0649 -44 -3801,
0649 -35 -8432, 0649 -35 -6359, 0649 -35 -5577, 0649 -36 -8215,
0649 -37 -7395
SITE AREA
APPROXIMATELY 166.25 ACRES
ZONING
CB COMMUNITY BUSINESS
R -MF -15 RESIDENTIAL MULTIFAMILY (UP TO 15 UNITS PER ACRE)
RIVER BASIN
CAPE FEAR
PROPOSED LAND USES
COMMERCIAL, MULTIFAMILY RESIDENTIAL
MAXIMUM BUILDING HEIGHT:
CB DISTRICT:
45 FEET
R -MF -15 DISTRICT:
60 FEET WITH DESIGN FEATURES IN
PLACE; OTHERWISE 35'
NC 55 BYPASS'
50 FEET
NEW HILL ROAD''
50 FEET
FUTURE THOROUGHFARE
30 FEET (IN ACCORDANCE WITH
MINIMUM YARDS:
LIDO SECTION 3.05.B.2.a)
SIDE /REAR; ADJOINING
10 FEET
CB DISTRICT
NON- RESIDENTIAL
SIDE /REAR; ADJOINING
25 FEET
RESIDENTIAL
OLD HOLLY SPRINGS APEX ROAD
50 FEET
MINIMUM YARDS:
FUTURE THOROUGHFARE
50 FEET
R -MF -15 DISTRICT
SIDE /REAR
30 FEET
MINIMUM OPEN SPACE:
CB DISTRICT:
0.5% OF PROJECT AREA
R -MF -15 DISTRICT:
T0.0% OF LOT AREA
(LOCATION AND SIZE OF OPEN SPACES TO BE DETERMINED AT DEVE NT PLAN)
MINIMUM COMMERCIAL LOT SIZE
0.06 AC
MAXIMUM COMMERCIAL LOT SIZE
73.50 AC
AOIV
MIN. NUMBER OF COMMERCIAL LOTS
ONE LOT
MAX. NUMBER OF COMMERCIAL LOTS
2d LOTS
L EXISTING \
IRVING PARKWAY
SR 1194
(VARIABLE WIDTH PUBLIC R /W)
'IN % %/
+ / \ 50 CARD NAL, TENSION
COMP GAS LINE
EAS
% \\ \;�D�I'� �ONi a \\ \ \
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LST 18 \ % \
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PUBLIC R/W
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T /•��+ (SEE "SW" SHEETS)' LMDT 16 ,
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16.10 AC. 30' CAPE FEAR RIVER '•
COMMERCIAL /RETAIL' BASIN STREAM BUFFER / \,
1
LOT 12I ------- - - - - --
2.50 AC. r
1
� 15'x510' S.D.T. L07,� 13
7T PUBLIC R/W 1 1.71 AC.
------- � - - - -- -..� 50' YARD.
EXISTING WETLANDS
AREA (TYP) 9�a
1LOT 14 LOT 15
MMERCIAL %RETAIL 2.47 AC. �\
SLOPE EASEMENT 1�1
B 8341 PG 1431
1
-- - - - - -- ._,50' YARD____ _____j_
1. OUTLOT BUILDINGS ARE PLANNED FOR FUTURE DEVELOPMENT. LAYOUT FOR THE OUTLOTS WILL BE
SUBMITTED WHEN USES FOR EACH OUTLOT ARE DETERMINED, DEVELOPMENT PLANS WILL BE SUBMITTED
SEPARATELY AND WILL REMAIN CONSISTENT WITH THE REQUIREMENTS OF THE UDO. WHERE
REQUIREMENTS ARE VARIED, WAIVERS WILL BE SUBMITTED.
2. LOTS ARE SUBJECT TO CROSS ACCESS AND SHARED PARKING AGREEMENTS WHERE NECESSARY.
3. ARCHITECTURAL ELEVATIONS AND BUILDING DESIGN GUIDELINES HAVE BEEN PROVIDED CONSISTENT WITH
THE TOWN OF HOLLY SPRINGS LIDO. WHERE ADDITIONAL STANDARDS ARE BEING REQUESTED OR VARY
FROM THE UDO, WAIVERS HAVE BEEN SUBMITTED.
4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS CONSISTENT WITH THE TOWN
OF HOLLY SPRINGS UDO. SIGNAGE DESIGN STANDARDS HAVE ALSO BEEN PROVIDED. WHERE ADDITIONAL
STANDARDS ARE BEING REQUESTED, WAIVERS HAVE BEEN SUBMITTED.
5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, FOUNDATION PLANTINGS AND
PARKING LOT MEDIANS WILL BE FURTHER DETAILED AND DESIGNED AT THE TIME OF CONSTRUCTION
DRAWINGS. ALL LANDSCAPING HAS BEEN PROVIDED AS CONSISTENT WITH THE DEVELOPMENT PLAN
REQUIREMENTS AND PER MEETINGS WITH THE TOWN OF HOLLY SPRINGS STAFF. SEE THE LANDSCAPE
PLAN FOR FURTHER INFORMATION.
6. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS WHERE
SIDEWALKS ARE REQUIRED. W N SIDEWALKS ARE NOT REQUIRED, CURB IS TO BE DEPRESSED AT ALL
RAMP LOCATIONS.
7. NO SITE OBSTRUCTI R PARTIALLY OBSTRUCTING WALL, FENCE, VEGETATION, BERM, SIGN, PARKED
VEHICLE OR 0TH EJECTS BETWEEN THE HEIGHTS OF TWO FEET AND EIGHT INCHES ABOVE THE
CURB LINE E ON (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN
SIGHT DIST TRIANGLES.
8. WHER FEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE WITH THE TOWN OF
H SPRINGS PARKS AND RECREATION LAND DEDICATION REQUIREMENTS.
SOLID WASTE IS PROVIDED AND MANAGED THROUGH THE USE OF DUMPSTERS FOR EACH LOT AND
INDIVIDUAL COMPACTORS FOR LARGER TENANTS PER THE REQUIREMENTS FOR AN INTEGRATED CENTER.
DUMPSTERS WILL ADHERE TO THE SCREENING AND ARCHITECTURAL DESIGN GUIDELINES OF THE HOLLY
SPRINGS UDO.
10. HARDSCAPE- PEDESTRIAN PATHWAYS AND LANDSCAPING WILL BE FULLY DETAILED FOR CONSTRUCTION AT
THE TIME OF CONSTRUCTION DRAWING SUBMITTAL. PLAZAS, HARDSCAPE AND PEDESTRIAN WAYS IN
FRONT OF THE ANCHOR TENANTS WILL ALSO BE FURTHER DETAILED IN CONSTRUCTION PLANS.
11. A PORTION OF THE SETBACK ALONG LOT 1 AND NEW HILL ROAD HAS BEEN REDUCED FROM 50 FEET
TO 30 FEET. WHERE THIS OCCURS LANDSCAPING IS BEING ADDED. SEE LANDSCAPE PLANS FOR
FURTHER INFORMATION.
12. PARKING LOT STRIPING WILL BE WHITE. SIGN POLES WILL BE CONSISTENT IN COLOR THROUGHOUT THE
PROJECT. TRAFFIC BOLLARDS AND LIGHT POLE BASES WILL ALSO BE CONSISTENT IN COLOR
THROUGHOUT THE PROJECT. COLORS WILL NOT BE OBTRUSIVE AND WILL REMAIN TASTEFUL.
13. STOP SIGNS, YIELD SIGNS, STREET SIGNS, DIRECTIONAL SIGNS, AND OTHER INCIDENTAL SIGNS WILL BE
CONSISTENT IN DESIGN.
14. STREET LIGHTING WILL BE REQUIRED AT THE TIME OF THE DEVELOPMENT PLAN PROCESS AND WILL BE
CONSISTENT WITH THE TOWN REQUIREMENTS. IN ADDITION, A COMPLETE STREET LIGHTING PLAN FOR
BOTH INTERIOR STREETS AND ADJACENT PUBLIC STREETS AND THOROUGHFARES (IF APPLICABLE) WILL
BE REQUIRED BY THE TOWN AT FIRST SUBMITTAL OF CONSTRUCTION DRAWINGS.
15. ZONE CFBI OF THE BUFFER MUST BE COMPLETELY UNDISTURBED, NO FILL MATERIAL IS TO BE
BROUGHT INTO THE CFB1 BUFFERS, AND NO STRUCTURES ARE ALLOWED WITHIN THE BUFFER AREAS
UNLESS SPECIFIC APPROVAL FOR IMPACTS IS OBTAINED FROM THE TOWN. GRADING AND OTHER LAND
DISTURBING ACTIVITIES ARE ALLOWED IN CF62, HOWEVER THESE ACTIVITIES MUST BE PERFORMED IN
SUCH A MANNER AS TO PREVENT DAMAGE TO ROOTS OF REMAING TREES, TO MAINTAIN THE FUNCTION
OF THE BUFFER IN ACCORDANCE WITH STATE AND TOWN REGULATIONS.
16. PROPOSED IMPACTS TO STREAMS AND WETLANDS FOR ROADWAY AND ON -SITE CONSTRUCTION HAVE
BEEN OBTAINED. USACOE PERMIT NO. SAW- 2008 -00967 DATED 12/15/2010 AND NCDENR -DWQ
PROJECT NO. 20091346 401 WOO NO. 3841 DATED 12/6/2010.
EASEMENTS:
1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC
UTILITY EASEMENT UNLESS NOTED OTHERWISE. IN THE CASE OF UTILITIES
EXTENDING ADJACENT TO EACH OTHER THE EASEMENT MAY BE A VARIABLE WIDTH
EASEMENT BUT NO LESS THAN 10' FROM EACH UTILITY LINE. WATER SERVICES UP
TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE
PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS.
2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO
BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT
UNLESS NOTED OTHERWISE. SEE GRADING AND STORM DRAINAGE PLANS FOR
LOCATION OF EASEMENTS.
3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT -OF -WAY INTO THE
SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN
AND CONSTRUCTION STANDARDS.
2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING
CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF ASSESSMENT
AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE
BEFORE CONSTRUCTION DRAWING APPROVAL.
3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL.
4. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS
OR NCDOT STANDARDS.
5. GRID TIE BASED ON NO GRID MONUMENT "PEARSALL" WITH GRID COORDINATES AS
SHOWN HEREON NAD 83 -NAVD 88, NO GRID COORDINATES N- 692,883.883
E- 2,049.363.864.
6. "THOROUGHFARE A" FROM NO 55 TO "COLLECTOR A" TO BE CONSTRUCTED AS
OUTLINED IN THE AGREEMENT REGARDING INFRASTRUCTURE CONSTRUCTION.
CONSTRUCTION OF "COLLECTOR A" BETWEEN NO 55 AND THE CENTER SITE
INTERSECTION WILL BE COMPLETE AT THE OPENING OF PHASE 1. "COLLECTOR A"
WILL BE EXTENDED TO "THOROUGHFARE A" WITHIN 3 YEARS OF OPENING.
"HOROUGHFARE "A"
(100' PUBLIC STREET R /W)
\ 18'x850' S.D.T. \
i4Q+LLE R�lNGS WAY kATURL\ FIN S.D.T. SIGHT DISTANCE TRIANGLE
•' DE AND E{rSEME REQUIRED T E
C0ATEQ' W ITH THE\TOWN F LLY
_ - SPRI sIGS AN SU MITTED \TOT DEPARTMENT -o- SIGNAGE
OF PIAN NO AND ZQNING\F012 REVIEW AND SEE SHEET C -2 FOR ALL PROJECT,
APP O Al PUN TO 'fFiE APPROVAL OF THE �►► TRAFFIC DIRECTIONAL ARROW
cc�STRU 11ON bRAWINGS FOR PHASE I. SITE, GRADING, STORM DRAINAGE AND
PHASE I TO INCLUDE I UTILITY NOTES - - - - PROPERTY LINE
IMPROVEMENTS AT GREEN - - - RIGHT -OF -WAY LINE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
OAKS PARKWAY INTERSECTION - - EASEMENT LINE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
�- EXISTING ENGINEERING DESIGN AND CONSTRUCTION - CENTERLINE
HOLLY SPRINGS ROAD STANDARDS WETLAND
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OUTLINED IN THE AGREEMENT REGARDING INFRASTRUCTURE CONSTRUCTION. ■ " " " "" " " " " " " " " "'■ PHASE II
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DATE: 12 -12 -11
SHEET N0.
C-43
JiMcADAMS

•
LCYr 2
. \ 37.18 AC.
rSTORMWATER
STORMWATER MANAGEMENT FACILITY
MANAGEMENT FACILITY #1 \ \ ACCESS ROAD AND ASSOCIATED 20'
(SEE "SW" SHEETS) / \ ACCESS EASEMENT
\\
/ \ EXISTING WETLANDS
AREA (TYP.)
30' CAPE FEAR RIVER BASIN
\ STREAM BUFFER. MEASURED
30 FROM TOP OF BANK,
\ EACH SIDE (TYP.)
\
0
PROPOSED
'�: >`.�5 -`: �.` �::'•:: �•: �::: ��`: �:- `-:�:��:�:' ::�•:'�:::�:=:::: PROPERTY
`L LINE ALONG CENT
\ ERLINE
OF STREAM
\
0
1 TOWN OF HOLLY
LLY
VARIABLE WIDTH PRIVATE I ::.': :A OUT ' :c:S`PHy4LT...•. :•:. :•.::••••
1 _ ::: - ;P1?JE{v(Ej1T:: 7YP::•'` _::: :: :•::: :'•: =::; • ( SPRINGS PUBLIC UTILITY
STORM DRAINAGE . ;.7.::::... :..•:...:..:•; - -•.•.
EASEMENT
TYP.
EASEMENT (TYP.) I- :' �"-:'::::;::.:':::::::. ::.;:::::: :::::::::•:;::•: :•::• ::•:-:••••••::-~-'•:::'•'-'-
RETAINING WALL TYP. ( )
I (TYP.,
DESIGN
BY OTHERS
LOT 2
,L
30' CAPE FEAR RIVER BASIN -I
STREAM BUFFER, MEASURED
30' FROM TOP OF BANK,)
EACH SIDE (TYP.)
RETAINING WALL (TYP�,
DESIGN BY OTHERS)
MATCH LINE - SEE
SHEET C-
S4T3O'09'E -
401.01'
?JA 0.
11 CES
Y
al
i
VARIABLE WIDTH PRIVATE
STORM DRAINAGE
EASEMENT (TYP.)
..:
`O
13 SPACES 3.R
r-
.f14a�i1?'
i(TYfs) c X.
18.0' d,
RETAINING WALL (TYP.,
: :.:`:.j:•.
DESIGN BY OTHERS)
VARIABLE WIDTH
'..:.... •..=
HARDSCAPE/LANDSCAPEb�R
:...:_.:.•;
AREA. SEE PLANS BY
CLINE DESIGN ASSOCIATES
Goa
DOUBLE DUMPSTER
o
ENCLOSURE WITH
RECYCLING (TYP.)
4
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Iw
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I
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ri ' ' - - --
C+ HATCHING DENOTES OPEN
2 :::..::;::':: :• ::: : :fb ;A ... :;... SPACE AREA VISTA FOCAL
:::;:;:::•. "::? . :. ''::':. 6 APPROX.
3. o `` � 10,862 SF
x �xs SF
s 2is s 2'
F; •585 SIF': I 1•"`'�����`'�-- "��' "•�-���
WIDE) DEC IVE
ORAT'
:OUTDOOR -I td SHE
CROSS ALK SEE DETAIL
ULSPLAYAk . a t T'YP: , ;: ,_ i n � , ;, 9` "' ; :_; ::.. _.:- - ..:. :. HATCHING dOTES I al 4' C 10
( ) a I :::.: : :. HEAVY DUTSPHALT - __._ 1 niii
PAVEMENT (T
102 3'., IYP.)
.R __ COMMERC y' 33V
SPINE ROAD A
9.o U I ' " \ \ (VARMILt WMTH PRIVATE �j' 0 _ SHE HIM!
O , U
> \ - 3'R s VARIABLE WIDTH TOWN OF
R :`' =: \ HOLLY SPRINGS PUBLIC I I a�
9• � SPACES 3 R 9.0 8.0 6 SPACES 8,R :: ;' ;.;. ?:: 002\ UTILIT I EASEMENT (TYP.) I __� = Now
_ 54T30'09 E o _ C� I
0 - \ P
125.36' N 4 SPACES F VARIABLE WIDTH PRIVATE I 1 p a
SPACES :: :: :' :• :`::.:_.: ::'• :';. '�?`\ STORM DRAINAGE
I .R r o 10 3 R 3 3'R 3 1 O'R :...:' •.\ J'Q EASEMENT (TYP.) ( 1
1!k x115 SIGHT
z n
5 m ...:. NCE --
N li1 1
'0
`U O NHINII�HNNNfIONHNNfNk
TRIANGLE if
a B d1
1O'R 4k " :::::::: "'.•: :;;:. to I am
Sri _
0 tB
O
3R R 3R 1
r
3'R
3
a
4 SP
ACES - n
120.38' 0 4 SPACES NE� ILL SR 1152
N4730'09'W
8 WIDE DECORATIVE
8 SPACES 3' 3'R 9 SPACES 5'R :;:; : :� :":.: CROSSWALK (SEE DETAIL) ®j! I 1r�11�'
25.0 �`� •"
H 1-0 :0•. ®�i
9
a
1
ACCESSJ`,B.,,L,�E SITE LEGEND
RAMP ::' :'' .::' .:R 1 -a- SIGNAGE
- PROPOSED PROPERTY LINE -
�► TRAFFIC DIRECTIONAL ARROW
ACC
L H I I
Jai
O
c
'R
11 SPACES 3'R 'R --I 9.0' I-- 11 SPACES
0
25.0
- - 54730'09'E
B 0. 0' N I 387.28'
9 SPACES I 1.5' 3'R - _'i9'0�1. - 10 SPACES
II 7' CONCRETE SIDEW,
7' CONCRETE SIDEWAL
cD
5'R 3'R 9 SPACES 10� I 1.5' 3'R �g,0' 10 SPACES
HATCHING DENOTES -"{- ° I , I S4T30'09'E
- HE*VY-Bb'T'i`-ASPHALT
PAVEMENT (TYP.) N 387.28'
3'R 11 SPACES 3'R I3'R 11 SPACES
° I
24 R I
AN S IGN
(Tip.)
,R SPACES ­19.0, SR 3'R 11 SPACES
�_� o CART RAL
S47*30'09'
N
}'R 'R 11 SPACES
_T 0
SR 11 SPACES
CART CORRAL i
N (TYP.) r 1-
3'R 11 SPACES P'R
0
0
11 SPU
3'RI ::.25'R.: Ba`�' a ACCESSIBLE PARKING STALL
:_:.:: Paz.::::::::: � :..:. :.::.;- :.::::= ;; : : ::::.:. .� '_'-'::- � :::.:.:.;':•: ::: :':�:.:� :•'�':' •���::�:::::���• - / ai �
�:'��= �t'-' :��� :�::.;•.;.: •.. • • a .��� -:: tl � � � ACCESSIBLE RAMPS
::::: :.- :24$�22�::•:::'::^`�:' ..�.�r.�nrr.•-��"::v��� ;.::•::.:::.:; :;::: :'.:.:•.;::: - : :....•....a:� �s.��...: �.�:::�: ::�::: - .::sTcsP:�:��-, /
:;: :•.?,;;::;,:•::: i_.:.lrt:�.•:::.:. ;•::::• ::::;..; m:: :::: i4D-:$T :•:S1G / al TYPE (9) TYPE TYPE C
3 i? /, 1
21' T WN OF 0 Y '�, :`:= :'• =:�: - `���'•��•_ - - PROPERTY LINE
S RIN S UB C al I - - - RIGHT -OF -WAY LINE
N ••• •''`•''• 1
NT
15'x'15'[ IGHT I - - EASEMENT LINE
4Q:R:::' DISTAN
' � � :::: ::::.:: :: ::;: - CENTERLINE
0
:......:.� :;..;:..' TF�fANGLB
to R-x �- - tl HEAVY DUTY ASPHALT PAVEMENT
3'R 3'R :•:.:. / R EMERGENCY VEHICLES,
12 SP 3 If
ACES m
0
N GARBAGE
PICKUP AND DELIVERIES
J
- - 24" STANDARD CURB
N � _ . •:: /
1
(1.5" S9.5B/2.5 n
119.08/8" CABC)
AND GUTTER�IYP. N 51' WIDE ACCESS. { of / ,,t I -X X X X- FENCE
12 SPACES 3, EASEME T
10'R U 3 tl
/ I 'o j SEE SHEET C -2 FOR ALL PROJECT,
el, In
25. SITE, GRADING, STORM DRAINAGE AND
ACCESSIBLE WIDE DECORATIVE.'''.' w tl
RAMP (TYP.) / CROSSWALX (SEE DETAIL) y 1 5' I :`; ;::� �::. I z of I UTILITY NOTES
T CONCR IDEWALK I v jj 1
= - ( ti I ALL CONSTRUCTION SHALL BE IN ACCORDANCE
04'
DSTANCE SIGHT I WITH THE CURRENT TOWN OF HOLLY SPRINGS
f3'R 8'0 TRIANG I ENGINEERING DESIGN AND CONSTRUCTION
3 R / /12 SPACES 3'R 10 R w I`• '' _ `: tl
- CA OMAL o - [ALE WIDTH PRIVATE in _ .' I If I STANDARDS DRAINAGE
3'R 3'R
24" ST
AND G
I 3II I/I
11 SPACES
3'R - J"y
S4T3O'09'E -
401.01'
?JA 0.
11 CES
//
3'R 3'R
n//i
al
,r
/ EASEMENT MID.) st w I W ( `-% `:::` ?`' 61
12 SPACES 3'R 10'R 8 ¢ I U: :'•::1
z o tl
L 12 SPACES 3'R
ANDARD CURB o
-I` -
<`1
I* 3'
I I
1O'R 10'R
4T30'09�E �O
88.17 N
I
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o
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DECORA VE
CROSS
11-4
I
14 SPACES
N
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(SEE D d41L)
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11 SPACES 3 R 3 R I I 10 25`t:•:.::;.::
# 11 SPACES 13 R 14 SPACES 3 R '' " :'`''
o I I 15, HT
HT
_ S4T3o'o9 "E _ �� LE WIDTH PRIVATE o '09
N , - %--- - 401.01' I - DR7ilNAG�- - - DL$TA S4T30'E : :•: l a l
3'R 11 SPAC -- .{9'0- 1.5'R 13'R I EASEM (11'P.) N TRIANGLE sa.5o' --►
30 11 SPACES t 14 SPACES I 1
00 I I a 10R 1O'R
I 06 ;..::::•:: 20.0
7' ! CRETE SIDEWALK ACCESSIBLE T CONCR ^SIDEWALK t1` 1
+ .
RAMP (TYP.)
6' WIDE DECORATIVE
7' CONCRETE SIDEWALK CROSSWALK SEE DETAIL
I I ICI , I I I 11 SPACES 9.0' 11.5' 3' 8 �n ..:.::!:` ::•'• r� k 1
3 R 11 SPACES I 3'R N ::.:::::•; I
4T30'o9 "E o
2010- 20.0 14 SPACES 3' 10'R
- _ VARIABLE WIDTH PRIVATE S4 3o'09'E
56.x' N STORM DRAINAGE - - I- - N 40 TRANSITION F RD ( ■
..::• I 3 5.01' tl
1 10'R 10,R 3'R 5 SPACES 3'R 13'R EASEMENT (TYPI SPACES 13'R 13'R 14 SPACES CURB AND GUTTER "STAN ARD ,I
Lu
b 3 15'x116' 9 HT I
Fu ( 0 3'R ¢o W :: `i. :',.: DISTANCE ®�
:•`:'•`." :::`;`':'• ::•.: R oo J I ( cn ' ;::' :: : : :::':' I TRIANGLE`
cn 19 I3 $ � � �::::f�::_ I \\1
I
- W
'•`': 1' co 10'R 3 5 SPACES 3'R 3'R 1 1 SPACES 3'R 3'R 10'R cL)
l - 14 SPACES : ::`:'•: :`.• ::.:::: ::
18.0' :• •:: ::
CART CORRAL _ S4730'09'E _ 0 20 TOWN 0 HO
I N (TYP.) 345.01' - - LTC UTWTY
^'.h :.• •'•`:: 5'R 9 SPACES X9.0' 3,R 11 SPACES 10 N EASEMENT .- : : - ::•
R 3 3 R SPACES 3 R 3'R 7 SPACES 5 R :. i:::;::'::::.`:`..::`•
%';i:` :i: ?:'•: ::'•...•.:: 10' TRANSITION FROM 30" STANDARD 30' YARD
RETAINING WALL (TYP.,
ffl```• CURB AND GUTTER TO 24" STANDARD -
DESIGN BY OTHERS) 1
CURB AND GUTTER (BOTH SIDES) 30' YARD
24" STANDARD CURB 24" STOP BAR '
- AND STOP SIGN .• .....•. -...- .•: ;:. - -.•:.• I
AND GUTTER (TYP.)
(TYP.) :: • :.} :'•::. :.::
_1
PROJECT SIGNAGE
- CROSSWAW- (SEE- DETA1[7 - - 18x680 SIGHT t.,
TEE! ° 18'x680' SIGHT 1
__ -Z
--- -
- ----- - - �- - ---- -_ - _ - �~ 8' WIDE DECO Al1VE
_ - �' ""
PRO
' -E=E)- _ CROSSWALK (EE DETAIL _
EXISTING 30'
CP&L
EASEMENT UTILITY
40 0 20 40 80
i inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
v i
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PROJECT N0. KRG -11000
FILENAME: KRG11000 -S1
DESIGNED BY: -
DRAWN BY: S R W
SCALE: 1"=40#
DATE: 12 -12 -11
SHEET NO.
C -5
MMcADAMS

n
A.
1 P P m
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v 1 1 47'30. 9�E
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1 S4730'09'E♦
68.50' _
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1 W�
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:
1
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1 �
1 0�
1 °' C
1 �
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1
1
1 30' YARD _
24" STOP BAR
1 AND STOP SIGN
1
F
OEM
MATCH- LINE - SEE SHEET C -8
-------------------------- - - - - -- -
i
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\ ,
\
\
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\
\
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SkA,
_ 4 N v_� : \
j-
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EXISfl.W -W' woo
-CP L UTILITY
EASEMENT / / 0100
18'x680' SIGHT _ — - .+�" "0" p
x DISTANCE TRIANGLE -- -�' _
p
—10' TOWN OF HOLLY --
SPRINGS PUBLIC UTILITY
EASEMENT (TYP.) — /
wo
co ol
RATIVE c "" 6 ` \
SEE DETAIL)
EXISTING `
_ IRVING PARKWAY \\
\
EXISTING ROAD \ SR 1194 \ �,
— - - - - —_ " -- -\""- \ \ \
(APPROX. 22 E -E) \
- � (VARIABLE WIDTH PUBLIC R /W) \ \
MEX MAP
SITE LEGEND
—a-
SIGNAGE
--/�
TRAFFIC DIRECTIONAL ARROW
ACC
ACCESSIBLE PARKING STALL
ACCESSIBLE RAMPS
TYPE ® TYPE ®
TYPE
— —
PROPERTY LINE
— — —
RIGHT —OF —WAY LINE
—
— EASEMENT LINE
—
CENTERLINE
HEAVY DUTY ASPHALT PAVEMENT
FOR EMERGENCY VEHICLES,
GARBAGE PICKUP AND DELIVERIES
(1.5" S9.513/2.5" 119.OB /8" CABC)
—X X X
X— FENCE
ALL PROJECT,
SEE SHEET C -2 FOR
SITE, GRADING, STORM
DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION

30' CAPE FEAR RIVER BASIN
STREAM BUFFER, MEASURED
30' FROM TOP OF BANK,
EACH SIDE (TYP.)
I
HATCHING DENOTES I
HEAVY DUTY ASPHALT
PAVEMENT (TYP.)
Uff 10
9.32 AC.
EXISTING WETLANDS
AREA (TYP.)
VARIABLE WIDTH
STORM DRAINAGE
EASEMENT (TYP.)
STORMWATER
MANAGEMENT FACILITY #2
VARIABLE WIDTH TOWN OF
HOLLY SPRINGS PUBLIC
UTILITY EASEMENT
VTOWN OF HOLLY\
RINGS PUBLIC UTILITY
EA$EMENT (TYP.)
MATCH LINE
SEE SHEET
C-9
ACC
ACCESSIBLE PARKING STALL
2,38.00'
'K7
10 SPACFI-;
71n 10 SPACES
ACCESSIBLE RAMPS
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m m
1111111liFill,
I I
LL
STOP BAR
STOP SIGI
MEXM"
SITE LEGEND
SIGNAGE
TRAFFIC DIRECTIONAL ARROW
ACC
ACCESSIBLE PARKING STALL
'K7
I I
LL
STOP BAR
STOP SIGI
MEXM"
SITE LEGEND
SIGNAGE
.E DECORATIVE
OS.WAV' (SEE DETAIL)
iDISUNCE. HATCHING DENOTES OPEN
TRIANGLE SPACE AREA(VISTA/FOCAQ
APPROX. 10,862 SF
m
40 0 20 40 80
I inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO KRG-11000
FILENAME: KRG11000-S1
DESIGNED BY: -
DRAWN BY: SRW
SCAM: i " =40,
DATE:
12-12-11
SHEET NO.
7
C
JiMcADAMS
TRAFFIC DIRECTIONAL ARROW
ACC
ACCESSIBLE PARKING STALL
'K7
ACCESSIBLE RAMPS
TYPE (2) TYPE (9) TYPE Q
Co
PROPERTY LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
CENTERLINE
E-4
-------
HEAVY DUTY ASPHALT PAVEMENT
FOR EMERGENCY VEHICLES,
GARBAGE PICKUP AND DELIVERIES
( 1.5 S9.5B/2.5- 119.013/8- CABC)
—X—X—X—X—
FENCE
4
SEE SHEET C-2 FOR ALL
PROJECT,
Cn
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
I
.E DECORATIVE
OS.WAV' (SEE DETAIL)
iDISUNCE. HATCHING DENOTES OPEN
TRIANGLE SPACE AREA(VISTA/FOCAQ
APPROX. 10,862 SF
m
40 0 20 40 80
I inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
ch
Cm
Cq
E-
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0
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P4
CQ ko
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CAR
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PROJECT NO KRG-11000
FILENAME: KRG11000-S1
DESIGNED BY: -
DRAWN BY: SRW
SCAM: i " =40,
DATE:
12-12-11
SHEET NO.
7
C
JiMcADAMS

1
1 , �18.0'.
1 m1 -8
1 z
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1
HA
D
PAVEMENT
1
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(HOLLY SPR
1 Ulltffy
1
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1
1 �
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1
I VARIABLE VI
STORM DRA
EASEMENT
,U Fz
1 -
HATCHING )ENOIE.
Y ASPH
PAVEMENT (TYP.)—
ku
1
1 —
I MM —
N�G —
OG G
Z /
/
1 �
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1 /
M_
- SEE SHEET C -10
MATCH LINE SEE SHEET C -6
— — — — — — — — — — T — T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — ■
I I {
I ,
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1
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% "oo,
1 f
1 `% � s r
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iING DENOTES \ \ \
DUTY ASPHAL ♦ ,�
SENT (TYP.) • � \ ♦ � � �' ` �
cS` ;Z \ /
\
f
FUTURE DOUBLE
o \
♦
DU PSTER ENCLOSUREr\
WITH RECYCLING (TYP.) \ \
j� I I 16 �X /► / f .\ \\ \
INDEX MAP
SITE LEGEND
—n—
ACC
1-1T
TYPE ® TYPE ® TYPE
—X —X X X-
SIGNAGE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
IACCESSIBLE RAMPS
PROPERTY LINE
RIGHT —OF —WAY LINE
EASEMENT LINE
CENTERLINE
HEAVY DUTY ASPHALT PAVEMENT
FOR EMERGENCY VEHICLES,
GARBAGE PICKUP AND DELIVERIES
(1.5" S9.58/2.5" 119.OB/8" CABC)
FENCE
SEE SHEET C -2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
M
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PROJECT NO KRG- 11000
FIIEENAME: KRG11000 —S1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: 1"=40'
DATE: 12 -12 -11
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MYNAME: KRG11000 —S1
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DATE: 12 -12 -11
SHEET N0.
C -10
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—X X X —X—
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SEE SHEET C -2 FOR ALL
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SITE, GRADING, STORM DRAINAGE AND
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ENGINEERING DESIGN AND CONSTRUCTION
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MYNAME: KRG11000 —S1
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SCALE: 1"=40'
DATE: 12 -12 -11
SHEET N0.
C -10
JiMcADAMS

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It..I /' �„ .... 1 �. Sew IABLE WIDTH "PRNATE \ � \ . \ '� \ \ } .
1 I 1 ( "1 (�" 1 ,.
t I / / �� , 1/A / \ �� o,or` STOR)A- DRAINAGE \ \ \ \ \ \ r \ / I.
1 . \ "\ \ "
A L. I I 1 1 / m� .
? , 11.: I I I t ,. t-r �, / EASEME (TYP.) \ \ \ \ I ''rtrt
t� / m r. /� �\ \ \ \ V ' \ \ /... I. C 235 " CB 255 C 264
C� 1254 i I } II . L _.:: 1._____:. i_s__ l t._ ®q '__�1 i Icy-,
I 11 I I! .,.,® ®� �`� ��r / / . ' /--- \va \ \ \ . " \ \" / I T%C =422.90 T/C =427.45• T�C =429.35
t.' A- / /. CB 269 \ \ \ �'.
11 I s o \ \\ } I ". INV. IN =419.15 CB 238 INV. IN =418.80 CB 256 INV. IN =421.35 (CB 265)
r
V , , :... } 1 I I ! I I , ' -: I I /" �, � m,`'r � \ \ J . \ � . I : INV. IN 419.15 (CB . 2363 INV. OUT =418.70( INV. OUT =421.25
1 1 I tI I! ( I J w I ` . ' �+"r �`rtdi \ "� �' \ \ / i . . C 265
�-"I } et I 11 ` m �,,,�•" -` 4 \ \ \ \ \ \ \ \ I INV. OUT =418.80 C 256 _
1 1 I! I I - R 1 s,.i r ._......_ " % \ ... , I CO 36 " T�C =429.47 T C 434.05
\
FUTU E DOUBLE
n
e� .. It \ . 11.: r. \ -- --.i . �y \\ \ \ \' :. \ \ i T %C= 426.70 INV. IN =419.10 (CB "257) If�V. IN =430.05 CB 267
1 N \ , !1 1! . ,` } .. DUMPSTER NCLOSURE .. �r / b / \ r \. \ \ \ \ \ . l / INV. OUT =422.95` INV. OUT-419 INV. IN =429.10 CB 269 11
WITH RELYING (i1(P. ''. i / / <°� / \ \ 70� \ \ \ \ \ / " INV. IN= 423.50" CB 266
1\ m ,, / \ : \ \ / / C 238 C 257
\ \ pl I! }.:.: \ sI r , ! „ \ " , " \ .. . C -42 C =429.34 INV. OUT =422.2
u I I \ . I I \ I ��� 1 ` 0 / \ 11 . LF 15 RCPS, \ \" \ . \ \ Z\ \ \ \ \ �\ T� 8.15 T% _
\ \ 1 , `"' } . , -� �� . v.0 \ \ : \ \ 0 1.26 % - \ \ \ \ \ \ \ / . INV.. OUT =424.40 INV. IN 419.80 C8.259 C 266 .
\ \ \ \' / . INV. IN 425.60 (CB, 2583 T C 428.00
\ p I 1 \ VARIABLE WIDTH TOWf� OF r . / 119 LF 18 RCP A \ \ CB 243
\ \ 11 I .. HOLLY SPRINGS PUBLIC 3fl /. ,•a,° \ / ® 59% \ �) s0 \ \ . \ \ /': / / T C- 421.75 INV. OUT =419.30 INV. OUT-424.25
\ ! 1 t 1 L[I7LIA' EP1T \ ♦1 ! ' '. \ ,� \ \ \ _ / / INV.- OUT 418.00 " . C 258 C 267
w \ \ _ _ - - ,r. r m \ / \ \ +a'" A f \ \ \ �- T�C =435.74 TgC =435.80
I I
ra ' re m� \ \ v 36 = _
\ 1 ♦ ;, "" ". ` , ": �� r e.r �\ ` \ \. \ \ `\ / : / C '250' INV. OUT 432.00 INV. IN 431.65 (CB 268)
w I X11 \� `CB 265 / \" \ it \ \.. T�C IN 418 INV. OUT 431.40 .
\C�B4 �� ,� . \ P! \ . \ , . � \ .. . . \ \ / / INV. - 95 (CB 251) C 0429.40 `. C 268
\ - . / \. \ . \..
121�1F4 P �}� _ \ \
\ » _r \ �/ \ ` / 1NV. OUT =418.30 T�
__ _ \ o % \ INV." IN =420.10 CB 262 T�C =436.00
rn
1 CI. 6% \ I, - .. \ \ � e, r \�+r"�` \ C 251 .. _ _
\ I s. \ \ \ r.* .,,r �`"f`B 271 \♦ \ \ ./ / / = 5 INV. IN 425.65 (CB 2603 INV, OUT 432.25
\ .r \ \ .. \ . . . . T C 423 8 _
. m* r \ \ INV. OUT 420.00
1 \ \ 1 I I \ 'r _ / _ _ - \� - \ \ \ . s>rr . " �♦ \ \ .� _ . " . % INV. IN =419.50 (CB 252) _
w \ \ \ I ` -'* \ .4. \ INV. OUT =419.25 CO 260 .h!433.80
w
s
i . I( __�;,� ` ♦\ ✓t°rr ' • �, \� \ \ \ . / T C =431.85 INV. IN =430.05 (CB 270)
\. � • �- .".p- .'�\ \� 171 LF 30 CP " \ \ " . \ ♦\
26) 429 80
W \ � \ \ / . C 252 IN =427 INV. OUT
-429.80 L . o \♦ d1 0.53 \ \ \ eG \ -�-! e . \,o \ \ \ / IN1/. .90 (CB 1
,� r / TC =423.95:
\ ' i _ 0 LF�O" RCP -7 T--�� \ .: \\ \ \ INV.- OUT-427.131D
r \ : � E `�. � �• ' 438 \ \� \ \ / I ." IN =420.20 (CB 253) C 270
\ \ 11 /� \. \ .. r \ \ \ ♦\� , \ \I\ \ \ \. . \ \ i INV, OUT-419.95 C 261 ' ' T%C =435.30
\ 1 0.569 \
r P ? e . \ \ T C= 431.90 INV. IN =431.55 " (CB 271)
\ t /� \. \ \ \i �.
\ \ Y .
\ v t >� \ _
P: t . \ . 3 86 LF 18'\ RCP \ \ f' ,I \
L2" LF 3 R P : \\ " \�♦ .ra'=e'` r;\ i \ C 253 I OUT 42815 INV. OUT ®431 45
.. I. \R 0 255
t
11 10 0.6276 br 0.52° \ . �a\ . \ \♦ 1 , ®\ \ �Q, e, �� �" \ oy:,a°" Q� \ \ `' j C-OUT -S 20.75 . CO 271
\ C� 262
?8 \ \ II '� i I_ - - - - -� °, \® ` \. V ,r \ ,-- .. '��.+ �` r^ / " T C =430.05 T C =436.60 "
\\ \
11 � \ \ \ \ 11 i GB " 262 " > \ \ \� ' 't \ `�ti, rr , .O N im rh+ ` . \` \ C 254 INV. IN =420.90 CB 264 INV. OUT-432.85
\ \ l \ \ .. \, \� . \ ♦I \ . `. /� \ ♦\ r ,�.� \ ,� \ { \ \ \ �" _ j T C =424.10 " INV. IN =424.25 �CB 263
" \ \ I t CBI 263 " % ` \ v,\ . rm� � \ \ ) 3 .
y!� " 1 \ - II ' \ 11 \ \' tt. ao ♦ �.taeoa. / \ \ \ \ . ,� / : I�V. IN =417.90 (CB 255 INV. OUi =420.40
F ! B�. 4a \GP \ \ \ ,,•o ` \a. \,� *�\ \ j C 263
» !t 11. �. _t t. �a ' 1-e. - -^' 1� \ M �,\ \ \ \ \ \ INV.' OUT= 417.80
H�0.539 \ \ \ B 56 \ II tk "� -^ - - \ ice'" \ It \a /' �� \� �' \ �\ / T%C =428.70 11 1� \ 259 \ �� 46 LF 36" RCP \. { \ ' \. rl �> ! ��, \\ \ :/, INV. OUT =424.70'
\ dl 0.62% \ ► �. - r- r \ \ \`t `� \ \ \ .
1 \ 1 � -,.11 k 11 ` r \ \ / . .
35. LF 2 RCC�? \ \ \
\ 1 VA�t1A�LE WIDTH�RNATE � .. \ �l1 It - � ♦V" .. rr .. \ p A°0 �
"1v0 0,57 ; V A \ v � li STORM'DRAINAGE � ^� A V � � "..11'11 � ( � � .: li I :'- ♦v . . . � � v �v' %v A " vv \ � . , .' ' . ' \ . . y / 11
+J \ EMENT (TYP.) o ( j v
E-4 i 1 01 v I v A'. A °� i� ,.J� A qA \ x .
v II 1 • _ � I � �.__ y ..- " " v � NX r . . � j A . .
.
�1
�4 I . II" y \ \ 4,\ .' " \ .
51 y �1 If >. >y \ 1 I \ \, \ .
\ \ � II \ aw,____�_ ..,. A_�. =.w_ VAR LE WIDTH PRNA \ r \ \ \ .
1 \ " . j .. I I It � k 11 � \ .. : . " 1.'"`.. °J 1 11 I . pQ,D #2 \ \\ . \ \., �i \® . / .
11 1 : STORM DRAINAGE " \h I \
\ \ \ \ i 1>L. Tj ��>1 \ M II EASEMENT \ I \ \ \ - `\ .j `°\ \ tq.. 11 � u
�.
\ --� ,-- 1 \ i 19 6 •6E 18 RCP \ \ \ . . \ , I 13 1 '~- 11 I
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1 \.. ( ` I 11 . � 1 1� . U 1 1i � s.;Zzj _ I� ` __ ,� r if tI �� �. \ " ..
1. I. � I ,� II �T �I �,w.�d� all. \ \\ \ \I \ Qr fP \a ° a
1 .Y IYI �4 I �l \,- - -� . I \ ,,r o L 1. . [�'�j �- v .. .
30. 1 1 I ` ` \
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.
. 11 `\ ti I.M. LF 15" RCP .. - 1 �, I \ 11 y ' ." c" \ \ /m / D
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1! _ 0RM DRAINAGE _ .{ \ ♦ %I I I } \ \ " .»� A' . - /. /' >T ._-
t l i �/i - EMEN� 1 \ `°AO \ 1 11• \ / 4 \ '� ./- - . .
" ��, - , w �. \ . FUTURE OUBLE \ 1
1 -43. L� -RCS t R \ /
- �: �`� ! \ DUMPS ENCLOS� E" t A \ `�.
�'� "� SEE" SHEET C -2. FOR ALL PROJECT
- / - / 1 �- ® 0\58% - , " 1 / " .ri " \ ' ., / , . ` /
1. 1
1,` : - _:� _ - _ . If _. \ WITH REQYCUNC ( ♦1 _ -- / \ - - T DRAINAGE AND :
--- // / I_ _ __ -1 \ \ le \ ' �I - " .. \(\ SITE, GRADING, STORM
-�� _
1 \ r ��{7 - - + = _\ I`1 \ R i�- ,-. J > �; UTILITY NOTES
\ . '� ,0 261 > . . \ ti y I UTI 1.
X
1 \ - = - �E31�N 0 OLLY .•.. " FUTURE - .
-- s
/ SPRINGS PU LITY � ,. .: DUMPSTER OSUR .3 _� ��''� 6 \ �. " ^ " -� / " I / "'� / . �•.. � A . �� \ . .
1' `' �/ -� WITH RECYCLING �:.. 1>
11 � _ h
11 I /. I �.-.
. ( I 1 3? ;;,A,,,; "- 1_ 106 LF 1 -RCP \ 8!r v J I / . • n. \
- _ 14 / ,e'
I /� I !. 1 TOWN OF H Y : R .. . � / �/ / /' -'' .»�'"' \� � . \ . 1, . - 'k r
.. / I SINGS .PUBLIC = tI . " 434 -- __ �' i i I .•�'` ,-, G '/'.
1_._._ I / I : " EEMENT (Yl'P.) ' .' t _ II_ -- - \ ' ~ -_ _~;' -� . , �- .
i
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To OF, HOLLY,
RADING LEGEND
EMENTN7
N [A FLARED END SECTION
CATCH BASIN
C
37
u
DROP INLET
.... ...... .
STORM, SERVICE INLEr
STORM SERVICE ROOF-DRAIN
T -F 30" ROP,
226 L
DRAINAGE FLOW ARROW
\2_50-50
VARIABLE WIM
-ENT
-WORMMR'MANAGEM
FACILITY ACCE -EASEMENT TOP BOTTOM CURB ELEVATIONS'
250.00
SP ELEVATION
250.60 OT
-7
STORM DRAINAGE
-2 LF 18 RCP�
0. 9 STORM SERVICE LINE
M TOW 0 HQLLY
ROOF DRAIN, 8" ADS
LIC UTILITY' -RD­RD-RD-
EQUAL 1.0% MIN.
NON-PERFORATED TUBING OR
M]�R IAL SLOPE 3'
to - MIN.
om
COVER PVC SCHEDULE40 IN
- - - - --- tO'-TOWN-
Oi HOLiY' TRAFFIC AREAS
250
SPRINGS PUBLIC Lm1uw_ EASEMENT 0' CONTOUR
2' CONTOUR
_(Typ-)
25
2*50 EXISTING 10' CONTOUR
VARIABLE W40TH VRFVAI
i,7
2' CONTOUR
STO
R"RAINAGE 252
EXISTING
rASEMENT (M)
�EASEMENT LINE
DI 273
I 9_ U _RCP I JB 202 C 215 406.80
tf6�IAWATER:.
IbT 2
RIM-354 50 VC=407.20 TO -403.05
FAlbuty
M�NA6�ME T, CD 113 INV. IN=375.65- Iw OUT
0(JB 203) INV.: OUT=403.45,
274
W4 JS 20� .85 C
INV 6 -406.85
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S
INV. IN-401.85 (CB 217) 40 (CB 275)
RIM=
INV. IN-385.05 INV. OUT-401-75 INV. OUr-399.6u.
_(JB 204)
IW. OLrr-351.75 CB 217
275
T/C-407.25 C=406.30
C2
204 - :
\VARIA&E,WD1K T
. ..... B 21
I g =408.20
FA
A TER MANNG R IW. OUT=403.25 f. OUT-402.30
T
47 11� V. IN-402.25 2
CtUTY\ACCESS MEMT­\
4.55 C-410.50,
I IN=402.15 (CB 325)
B 274
-397.00 (CB 2
R
INV. OUT-357.9 INV. OUT�-402.05
I IN-409.90 (CB
\RETAININ6 WALL ml,.,
61 tF INV. OUT-396.50 25
80
a 0.66
CB 3
219 T/C=410.50
IN-392.1 0 (CB 206): RV. - IN-402.55 (CB 326)
PESIGN BYi OTHERS)\ E CB 205'
C
T C=416.50
INV. IN-412.75 (CS 220) INV. OUT=402.45
INV. OUT=391.70
INV. OUT=412.40
CB 206
IN-393.10 (JB 207) C i (JB 32
220 411.05
T/�-409.60
T �C=419.30 IN-403.55 (JB 326A
T
INV
INV. OUT=393.00
Iw
',b INV. OUT=402.94-
INV. OUT=415.55
JB 207 C� 327
E= 25 RIM-41 1.90 TC ' =413.81
C=411.05
LLY\SPRINRS PUBqC ' \ :
\\M OF\
W1011`1'40 221
I . IN-398.00 CCB 407.30 (CB 328)
'tio IW. IN=396.00 (CB 218
M INV. IN=
T INV. IN-395.30 (CB 2081 INV. OUT=407.20
INV_ IN-405.90 (CB 222
U�LM E\ASE E�T CrYP\ 1w. OUT=39.3.50
-397.90
INV. OUT 8
C : 20 32
Tj C 72 '=412.05
8
C=409.90
TOC=410.92
CIC
IT DUT-408.30
INV. IN=396.60 (CB 21
IN-407.00 (DI 223) EW 201
INV. IN-406.15 (CB 209j -405.75
INV.-368.50
INV. OUT
INV. OUT=396.10
DI 223
3� LF 42 RCP 209
'-411.80 410.50
T/!= 7.20
T Iw
Iz OUT=408.05 CB.224
210 T/C-414.37
408.15"
21 CB 222 NV. 114=398.50 B 225)
90 (CB 211)
IW. Oul
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C T C-416.21
-407.35
T IN=398.80 INV IN
213
LF 15" RCP 30 LF 15 R IW.'IN-412.1' .
.99
DT IR 1.92% INV. IN-403.6 �CCB 2121 OUT-399.0-5
N� INV. OUT-395.30
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INV. OUF-412.40
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INV IN-499.15 (CB 214) 16 1
T 4 9.30
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INY. Ou r-399.05
SUP CB 209 T 214 272.
C=4405.85 -407.80
2081, 1 "to Lr
IN-401.50 �CB. 2161 1 0(CB 274)
500 OUT=396.
INV. IN-402.10 CB 215
*INV. OUIT-400.50
T14""' x CIC
IT
F HOW
77- VARIABLE WIDTH TOWN. OF
bur, UTIUT
HOLLY SPRINGS PUBLIC
(Typ
unLrry EASEMENT (TYP.)
�7
48
RCP
36 LF
X
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34CE,
C
W",
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CR 211
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GRADING STORM DRAINAGE AND
UTILITY' NOTES
0 0.54%
as `67
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C?7- __ �,
ISTORVWATER MANkk�ENT FA STREAM BUFFER, MEASURED
AD STORM DRAINAGE AN
30' FIRM TOP -QF BANK,-- EASEMEW_ fn FA 13i T
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RETAINING WALL (TM,
Umft -GF _Y
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O!__ TOWN OF HOLLY. � - `-• �'`� a . d
r t • C ,-... I tt 9 �'. PRINGS- 2i,�LIC UTI J \ _ .. l I ..' -• - ~""" ..'"'"` / / / / / I /_�•''
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1 aF s,r1a•r.1� ?!�•.. a "r�Y�; ": ..x,.71 r!. / � � .. ..
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ta- rY , � �4 /
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GRADING LEGEND
FLARED ENDSECTION 1 1 - - v- L: r. tu.. u1• u ,,,,. r l:::' It.' t .' •; t ,!:% Yf� .;-;
/: \'' w CATCH BASIN
I x
DROP INLET
' � L':i t -"( .,.'l,I�z ! ,t .'�• t wry.\ \ \ / \ \
\ / ,F� ,�.�,��„r�t i r,t' �;fi � r�;� : s �..:, I I . I / ' / r / / ; \ \ ` \ ■ STORM SERVICE INLET Ile / � ;.. .r:.i- ,.:, ., , -. < , :,: ..- .. ' j \j'[, \• /F // / :. _ \ �. STORM SERVICE ROOF DRAIN
JUNCTION BOX '
DRAT LOW OW
! vi; ,.k, ��: G� , t e . r �,:, :L,, . t.., \ \ I „-• r. I .e-•~ � I / / / � , \'' : -^-- DRAINAGE F ARROW
\ f a .. . ,y' � ,., . `� s. s- . ,` - / ,..• / ' \ 250.50
\ ��?-_.. ,,:;, }Fr. ••j�,,Irt{1�, -1t .:.. ,. -- , \ \ --- I I -'l I l , I I \ / / �.. � . TOP.& BOTTOM CURB ELEVATIONS
250.00
+.250.60.. SOT ELEVATION '
1 , ��.E�- tt�s. a41",tt, r. , , t:!• � �sa , ,, . ,., c, I .-- 1 I . ('7� I' / r / / . / � STORM DRAINAGE
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I
\ � ,irGCC�R ! r 7, ? ..�• / \ \ \ I l l l i /� ,!'` / / / / \ ROOF DRAIN, 8,. ADS
RD RD- RD
NON- PERFORATED TUBING OR
/' EQUAL 1.09' MIN. SLOPE 3' MIN.:
COVER PVC SCHEDULE 40 IN
\ .�; . ,if t�f1 is '��� "�,�.: •?F r �
TRAFFIC AREAS
". •:n' =, ,tom.. y, art;: R :Fr L,. V�
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252
� ' CONTOUR
WIbTH P5� ATE / / i i•-'"/ � � / 250
i 1 I I I / \ --------- - - - - -- EXISTING 10' CONTOUR EDULE
BPS�RM\ Dl1tiAItjIAGE - � : \
MENT 252_ - - - - -- EXISTING 2' CONTOUR
C 277 \' \ � 1 /, . 1 I I I . � .., i . i / / / / / / , j, \ \ ' ._._ _, - EASEMENT LINE ,. -
VAR LE DTH 'OWN
IiOLLY PRI S PUBLIC . ` . I . � I , \ , /. / I. I 1 / ,/ / � --• \
Ul'ILTiY EM \ \ - \ / ( \ \ \ \ I . , : \ � / � / ( / / / ----' .. � CO 21 C 234
z 1 c� )
\ I . \ \ /" ` / I I I \ I 1 �" / \ T%Ca413.81 C15 2320.75
\' � \ \ \.. \ / / . \ \ i / + I ! ♦ f I \-_-. „ / /� /, � � '`� `... INV. INe398.00` CB. 224 INV. IN =418.85 CB 235
a \ \ I - \ \::. I � \ \ � � \ .. / /' i I ♦ \ I / /" / . / / \ \.. INV. ' IN =405.90 CB 222 INV. -OUT-416.45 ( )
r
INV.. our =as7sa
2
\ \ .. , � .. \ \ \ '.. /. ' 1 \ / / � \ / \\` - \ • . c- 222 `' .� c =42zso
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410.92 INV. IN =419.15 CB 236
: INwV., OUT�470.6 74DI 223) INV. IN-419.15 U 0 (CB 236
,,r =. .,r, v ♦ �.. `' TI G?410.50 CB 276'
1 ♦ j / / 1 .OUT-407.20 INV OUT 406' 5
\ i
C 4.
22
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TM
184 LF `` 24 RCP \ \ \ / \ / / \ / .. / ! I / /
1 . \ -. � �� :r4 -, - •,,ar.,,v,.s,...,- . •._�>< �� \ \ / 0 0.52! / ♦ / / '` (�. IN =398.50 (CB 225) INV. OUT- 405.30 :
-`_\ � „��,. ;; 4� \ l ♦ l i _ INV..OUT 398.40
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-- - - -- -- \ . \ �:: + „t, :� x!-i.: ,. ,...� .\�`,3;t�4 i ' ' / • / / . I / T�C 416.21 ' INV. IN =402.15' CB' 325
� . � r i.:t'.,4,, : , : �. ..:, . • ., ... /' \ / / <' \. .. INV. IN= 399.55 JB 225A • . ' INV m
�' ,*„ . � :.- • ��,[. •. ,. \ 1. .. \ \ , \ :� \ p r / / / / / _ !.. \ / . / / / � INV. IN- 412.15 c@ 2 ) our 402
\ . C 325
INV.'.OUT 399.05
I /
1 J/f -
-
/ INV. IN 402.55 T 410.50
C 226 (CB .326}
i r I l
T C =41 B.2t INV OUT -402 45
I�V:' IN= 412.50 CB 227
r
C 32s '
1•,.. : ..�' -- ,,,...,3:,ra�. ,• ;.�^°sr,,: :,..,.�'.. - ..�,.;,. -•_. / ,. \ 1 1 ' /. / \ / / / '/ - T C =411.05
"`•- ,, ,,.,. , ;; , �,� . :. -, .:;. . / / \ 1 :/ :. C 228 INV. IN- 403.55 JB 328A
a INV. m
T 7RC 415.65 OUT -402.94
!
INV. IN ®409.75 CB 232
\ 1 \ i INV. IN-402.1 0 CB 229
1'� LF 8 CI?' / f
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/� \ / I / / / C 229 INS\/. 7.
' / IN 407 328
1 % / / \ .\ i • o 1 T C =413.10 OUT =40 20
_ C • 328 '.
--.. ,_._ _ , �,, .x �` �;., >.n• -w^", a'-I \ '• .. \ I . T�C =412.05
I _- ,� , . s a 1 ,.:r t < ,• ' f I � / I \ ' / . / ` INV. B 230
/C I \ ( \ l _ 408.
C 76 / "
. � \ ` I' i � � / / iNV OuT 402.70 OUT= 408.30 1 _ ! ` •`fir !•t�. � � , � � \ I
_ ,,, _.-. -- _. - - M; ,!sr_'�� +.., .. t „ r � .X '�'•, / 1 i / / I / C B 329
\ I /
S � i � \ ♦ 230..
1 .. s,•: t _F,: LF 30 RCP / / \. \ � \. I ,%, T/C 409.45
CB 222 ' � � , : p / I ( j T C= 412.75 m
/ � � ' \ . \ \ ' �' _ INV.' OUT 405.45
549 / \ \ p \ \ I ' ( i•: I� OUT 409 00
sr _ �ilr' 7•.�`"1 , i�.- :,:!i It � .L�- .. 5.\ I i / .
" DI 223 a.: + _�,,,`s�j: , -:$ �!..,, ,,.�,: , li!�. :��� I I / 1 -� \ �- '' C 231
a of ,�, ' t;� p,� III �'y ��. {.. / � \ \ \ � \ I I I
, .,> .. ra sH2 •J :�1SF.,:•.•a .�., „ � /: 10 TOWN OF H Y. I � .. I � i :. T C =410.65
V1�tABtE-WID IVATE r � .,: �! i
i \ I 1 I I IN =4 4
J %
\ ( ... � NV 0 .35 CB-277)-
.. ? � ?6.:r C• rt `; n w4� J, �� �Ir 1[ sv_� I �V :, � .. i I
STORM DRAINAGE ,. , r 1;: SPRINGS PUB UTILI�I' \ \ '
�� r, s, ,; � 4 - �.��r�� • ' ....: � � �' \ \ \. ( I /. INV. , INs406.35 CB " 276
EASEMENT. (Tl'P.) r t�' -L : • ( ( EASEMENT •} /. \ � \ \ . '�''� 1
INV. OUr =403.8
C 232'
AA
\ ,� _ 1 �.. INV. IN 413.15 (CB 233}
INV. OUT = 412.65
C 233
C 418.80
i
.1.
% B 23
IIW. IN 414.75 C 4 .
INV. OUT= 414:15'
I :�;i1-?nt..�ur t o f -; <. �..•S'".`,.::.., r +l �: s 1 1 \
I.
TOWN 0 HOLLY
SPRINGS PUBLIC, UTILITY
R ? EASEMENT'
1 146 LF 18 RCP I , � s, �'„ 1 {�i1?"1 _ �413.2�a� il;,�' . r� r : (TYp)
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1 \ / pprry� rrf- r yf {t
SITE, GRADING, . STORM DRAINAGE' AN
�7A-I�'so cP c 221 \� \ \ \ \" \ � \ '
0.529 �� lu t' s , ±, `. d,f`r' ,r , "w' s ,;a ., i-�!r' I
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105 LF \
,z,�.',,.I,f 3.6 RCP � \ y, \ / \: \
`fir f 579 I e \"
DOUBLE DUFAPSTER : ^..
RE YCLINGSTYP.).. \ I
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0 4.46...
\ ( I \ \ 3 LF 24 . RCP
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/f CB 234 \'i ,
c1 i 2 o sLF 3 4 r2 RCrr
. / . _ L
,.._._...ss9 . RCP STORM DRAINAGE 226 � ®02VAR LE WIDTH FUTfiRE DOUBLE DUMP SURE EASE TER ENCL OY \ \
\ .\ . . " \• 1 \ 1\ ,
\
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DESIGNED BY:
DRAWN BY- SRW - .
scALE: 1 " =40'
DATE: 12 -12 -11
ssEET NO ;.
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RCP
06
502
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AR va INV. UUI=364.05 W. OUT=370.10
05
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403.68 DI 509
RIM-396.00 915
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INV. IN-381.05 (JB 3) INV. IN-398. INV OUT-370.50
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_9!16
INV. IN-390.05 (CB 09) INV. IN 399.70 (CB 317) it 39
PRIVATE I
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INV. IN=398.40. (CB 30.�) INV. 0
C
ARIAeL -396.85 (TD 3
RMWATER MAN CE11 319 T 97.84
TQ
INV. OUT=
-AGEMENT .389.95
.408.12 INV. 01117-394.10
TD 304
O�
-7 T/C=
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INV. IN-402.25 (CB 32 512
RIM-401.25
i,39 3.27
INV. OUT-397.75 INV. OUIT-397.95
. ...... -367.20 (CI3
.13i
JAO% Cp.� TC 305
�6 LF/4�- R6P' 4-
0 01§71 INV.: IN
C� 320 INV. OUT-367.10
0 %�k.00% C=404.65 0=408.12 513
f. IN=399.75 6CEH 3057� INV. IN=402.80 (CB 32
IW. oUr=402.50
OA)
(;=372.00
IN=399.80 306
NV.
CB INV. IN=367.95 (CB 514)
NV.
C - INV; UUT=Z67.55
T �320A
`TD. 306 -410.08
11NO3.25 IN-403.30 (CB 321) 514�
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JB
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08) T
INV. IN 81.40 (JB 702)
INV. OUT-400.80
Nm 0.20 (CB 502) INVI OUT-351.30.
INV. 5.65 0(CB, 512)
ID 308 JB 702
T/C-405.25
RIM-399.00
1.50
C-374.98 INV. our 352.15
502 f. IN-382.65
LF\247 RbP
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CP 309
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INV. OUT-39O..70
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1 =386.72
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T
INV. IN=459.00 (CB 507Y
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_(CEI 506A)
F. IN-40,
VARIABLE WIDTH,TOWN OF
Z.40 ICB 314
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INV. OUT-365.90
36.15
C
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INV. OL9=401.55
CB 507
DISTURBANCE
388.70
HOLLY SPRINGS PUBUC
LITIL117Y EASEMENT QYP) INv
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CB
INV. 0 =3 9.3
GRADING LEGEND
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DROP INLET
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EASEMENT STORM SERVICE IN LET
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JUNCTION E30X
2
VARIABLE WIDTH PRIVATE 7-
STORM DRAINAGE a 307
FLOWARROW
35'i_�24' RCP-
DRAINAG
NT LTYP
NJ
%
EASEME
250 50
TOP BOTTOM CURB ELEVATIONS
2.90.00
PRIVATE
+ 250.60 SPOT ELEVATION
IDETH
I O� TOWN-
RM DRAINAG
7
7
SPRINGS PUBLIC I NT (Typ.)
EASEME
wr
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SPRINGS PUBLIC un
496L_
EASEMEW-VYPI
-'RD-RD-' ROOF DRAIN-8 ADS
NON-PERFORATED TUBING OR
-RD
EQUAL .1.0% MIN. SLOPE MIN.
COVER PVC SCHEDULE 40 IN
CL
0 -,IRAFnC AREAS
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77
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SITE,� GRADING,- STORM DRAINAGE. AN 252
1 i ii ONTOUR
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250
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PROJECT N .0- KRG-11000
.'WNA KRG1 1 000-Sl
DESIGNED BY:
DRAWN BY. 7_7
SQUE:
1 "=40'r
DATE: 12­12-11
ET NO

oor
1 \ �. \ \ \ \
\
-_ _� t ® SUBDIVISIO \ 1
1 i 1 4
■ �^ NAt IDI r fit''
� � o ®sue s w� e —':•� � • , `` � � \ � i �
�_ _� i JL 1 t w 1 ' inch = 40 ft.
� w% w �iil w w w w �i �ii w w w w w' w w w w w w w��^i i ��w w w� w I�r w w w. w w� rr err \w �r w w� w �w hii� w �il� iw w,w A �i 1�� w w w w �i w w w w w w w s wr w w w w —s �w i L w w ii wow ifs �i w Iw 1i i w rP l% w w w w w w w w`w iw
MATCH LINE - SEE SHEET C -14
FINAL DRAIVING NOT RELEASED .FOR CONSTRUCTION
g
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APPROXIMATE LOCATION OF
EXISTING 12" W/L (TYP.)
EXISTING FIRE H)
ASSEMBLY (TYP.)
dop
zaLO�
H
W�
APPROXIMATE LOCAT1091 OF
EXISTING 12" W /t�(TYP.)
EXISTING FIRE HYDRA<T 8 ,
ASSEMBLY (TYP.)/"
f
/
EXISTING FIR RANT
ASSEMBLY
30' CP &L
U11LITY
EASEMENT i
EAS EM E77
1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY NOTES:
UTILITY EASEMENT UNLESS NOTED OTHERWISE. IN THE CASE OF UTILITIES 1. CONTRACTOR SHALL N011FY "NORTH CAROLINA ONE CALL"
\ / J EXTENDING ADJACENT TO EACH OTHER THE EASEMENT MAY BE A VARIABLE WIDTH
EASEMENT BUT NO LESS THAN 10' FROM EACH UTILITY LINE. WATER SERVICES UP (1 -B00- 632 -4949) AT LEAST 48 HOURS PRIOR TO BEGINNING
a TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS. CONTRACTOR TO CONTACT ANY LOCAL UTILITIIES THAT PROVIDE THEIR
\\ / 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL ".
BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT'
UNLESS NOTED OTHERWISE. SEE GRADING AND STORM DRAINAGE PLANS FOR 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND
LOCATION OF EASEMENTS. RIGHT -OF -WAYS TO BE OWNED OPERATED AND MAINTAINED BY THE
3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT -OF -WAY INTO THE TOWN OF HOLLY SPRINGS.
SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
HOLLY SPRINGS DISPOSAL, INC + � � / / °
DB TRACT 2 537 + \ ` \ \� \ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY
UTILITY LEGEND
SPRINGS STANDARDS AND SPECIFICATIONS.
BM 1991 PG 429 J� % �`%
PIN: 0649.01 -17 -6522 / _ �/} FIRE HYDRANT ASSEMBLY 4. ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED.
+ % ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD
EXISTING FIRE HYDRANT + I ♦ 1
ASSEMBLY (TYP.) ` \ ` N WATER VALVE PRIOR TO CONSTRUCTION.
[180' CP &L UTILITI� \ \ PLUG 5. " BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
a EASEMENT �^•• ♦♦ \ \\ TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
# FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT -OF -WAY:
F 15 �, , o-►�— BLOW -OFF ASSEMBLY CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON
♦ / DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION
- -
/ WITHIN RIGHT-OF-WAY. WAY. N.C.D.O.T. RIGHT -OF -WAY: CONTACT PROJECT
SANITARY SEWER MANHOLE
' I �.,•`• ♦�� ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP
_ ` , J\ �'� COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT
• ` ODLARK LAN 1V SI�`N LINE BREAK SYMBOL OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
TIE 12 W/L TO R.2
EXISTING 12" W/L 5.98 AC. / (61 PUBLIC STREET �W - -B)/ \� > SEWER FLOW DIRECTION 6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
` ARROW VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
PROVIDE 8" W L J I I SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO
EXISTING FIRE HYDRANT / / � � `� ,/♦ WATERLINE
ASSEMBLY (TYP.) STUB FOR FUTURE / / --- --1- -, �/ / PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING
/ `� �� SANITARY SEWER CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
WALLACE W. WOMBLE I I /•/ `♦ / `�;`4- -���\• /,��% �/ I ''� CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
DB 8397 P1 1782 12" W/L / / 'T' \` `� — — EASEMENT LINE SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
L05 PG 53 / / ♦ /'� ` % \ s BEEN GIVEN.
PIN: O6 6 -1536. \\ / / REMOVE EXISTING.. � �/
AND -OFF ASSEMBLY ,�.� ' '� .� SANITARY SEWER NOTES:
+ \ / AND CG W L ` \ ° ` / 1. BACKWATER VALVES SHALL BE PROVIDED FOR ALL UNITS WITH FINAL
\ FIRE HYDRANT / ��` FLOOR ELEVATIONS OF BUILDINGS LESS THAN V-0m V-0 ABOVE UPSTREAM
\ • ASSEMBLY (TYP.) SWMF #13 `` FOREST SPRINGS, LLC \� /' �� ,n * MANHOLE.
DB 11617 PG 557 2. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
APPROXIMATE LOCATION OF i < R3 / BM t 192 PG 290 / J / � / ` � ` COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET,
PROPOSED 6 DIP RECLAIMED 7.18 AC. PIN: 0649.01 -38 -4133 I DUCTILE IRON PIPE SHALL BE REQUIRED.
WA (TYP') � � FUTURE MULTI -FAMI �...,�•' A 1 ` / � I � / � 3. MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY SEWER COLLECTION
APPROXIMATE LOCATION OF i' ,' a, �♦ LINES SHALL BE NO LESS THAN 2.0% AND 1.03 RESPECTIVELY WITH
� RESIDENT % `°° / � R
EXISTING 12" W/L (TYP.) •� ��� MAX. 15 DU7kCR \ � %' CLEANOUTS EVERY 75 LINEAL FEET.
" .••\ ♦ SWMF #i2 4. ADDIITONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1
/ \ \ ♦ 12 W/L _/ / \ �,/ CONSTRUCTION DRAWING SUBMITTAL.
' 14 / \ ♦♦ EXISTING
ANITARY SO EWER ° WATER NOTES:
TIE 12' W/L TO \ #•• �.� EASEMENT �" J� / %� �f / 1. WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF
EXISTING 12" W/L �••' �..•�•• ♦ ! '� / 48 INCHES, WITH 24 INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER
EXISTING SSMH /°' / UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM
ALL OTHER UTILITIES.
SS O/F "I" \ �4 RIM-341.40 ♦ , ' �". / �� �` % 2. PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN
INV. OUT-334.20 .^`.�
(SEE SHEET P -9) 5.35 AC. �,. ♦ V EXCESS OF 80 PSI.
3. A HYDRANT FLOW TEST WAS PERFORMED BY THE JOHN R. McADAMS
SS O/F "H" .. ♦� �` 1 �� 50' CARDINAL EXTENSION COMPANY INC. ON SEPTEMBER 16, 2011 AND WITNESSED BY THE TOWN OF
SS . O�F J EX COMPANY, LLC GAS LINE
(SEE SHEET P -9) \ (SEE SHEET P -9) • E 9 , R EASEMENT HOLLY SPRINGS (DANNY STREET). STATIC PRESSURE = 58 PSI, FLOW =
y , / �' � ♦ � � 2414 GPM ®48 PSI, FLOW = 4964 GPM ®20 PSI
FIRE HYDRANT " • , ` 12" SS ( 4. FIRE HYDRANTS TO BE PROVIDED ALONG THOROUGHFARE "A" AT A
Q / ASSEMBLY (TYP.) SS O/F A ; ' '�` MAXIMUM SPACING OF 500 FEET AND AT EACH STREET INTERSECTION.
VAOO
117 A
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SEE SHEET C -2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
f I UTILITY NOTES
JI2jA10 111N u EXISTING
IRVING PARKWAY HOLLY SPRINGS ROAD
SR 1194 SR 1152
(VARIABLE WIDTH PUBLIC R /W) (VARIABLE WIDTH PUBLIC R /W)
c
GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO. KRG -11000
FH.ENAME: KRG11000- CD -OAU1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: 1"=200'
DATE: 12 -12 -11
SHEET NO.
C -17
MMcADAMS

a �
SS OAF , "E" -- \
� (SEE SHEET P -7)
STORMWATER \
x \ STORMWATER MANAGEMENT FACILITY
MANAGEMENT FACILITY #1 ACCESS ROAD AND ASSOCIATED 20 RETAINING WALL (TYP., \ \ \
(SEE "SW" SHEETS) \ ACCESS EASEMENT ( L I \ \
� DESIGN BY OTHERS) \
EXISTING WETLANDS \ \
' ��4 \ \ AREA (TYP.) I \
VARIABLE WIDTH TOWN OF
HOLLY SPRINGS PUBLIC \
DOUBLE DUMPSTER
ENCLOSURE WITH UTILITY EASEMENT (TYP.)
30' CAPE FEAR RIVER BASIN RECYCLING (TYP.) I
\ STREAM BUFFER, MEASURED
/ / \ 30' FROM TOP OF BANK,
\ EACH SIDE (TYP.)
� LOT 2
PROED PROPERTY ALONG CENTERLINE uu
OF STREAM
\ \ 10' TOWN OF HOLLY I VARIABLE WIDTH PRIVATE
VARIABLE WIDTH PRIVATE I ' I SPRINGS PUBLIC UTILITY STORM DRAINAGE '
STORM DRAINAGE EASEMENT (TYP.) I EASEMENT (TYP.) ,
EASEMENT (TYP.) VARIABLE WIDTH TOWN OF I RETAINING WALL (TYP.,
HOLLY SPRINGS PUBLIC DESIGN BY OTHERS) FIRE HYDRANT
T f W I UTILITY EASEMENT (TYP.) _\ I I ASSEMBLY (TYP.) '
I LOADING DOCK
AREA 11
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\ SEE I SHEETS P -1, P -2,1 11 P a 1 u u a 9
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(2) 8• Gv &e UTILITY LEGEND
0
8" DIP W STUB WITH
2" BLOW -OFF 1 "�►{� FIRE HYDRANT ASSEMBLY
- SEMBLY 1
FIRE DEPARTMENT CONNECTION (FDC)
$ ®
FIRE 0 WATER METER
HYDRAN �
ASSEMBLY ` 1 N WATER VALVE
`PIV POST INDICATOR VALVE
VALVE IN MANHOLE
\ //1 1 METER & VAULT
BACKFLOW PREVENTER
REDUCER
PLUG
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SANITARY SEWER MANHOLE
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\ SEE I SHEETS P -1, P -2,1 11 P a 1 u u a 9
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SR 1152
\ ?` 12 "x8" CROSS T7►7T1E w R A ?]
�� oA (2) 12" GV &B � f 1 11rlJ�La 1r111�
(2) 8• Gv &e UTILITY LEGEND
0
8" DIP W STUB WITH
2" BLOW -OFF 1 "�►{� FIRE HYDRANT ASSEMBLY
- SEMBLY 1
FIRE DEPARTMENT CONNECTION (FDC)
$ ®
FIRE 0 WATER METER
HYDRAN �
ASSEMBLY ` 1 N WATER VALVE
`PIV POST INDICATOR VALVE
VALVE IN MANHOLE
\ //1 1 METER & VAULT
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II 1 - -- SANITARY SEWER
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I I / VARIABLE WIDTH PRIVATE I If — — EASEMENT LINE
TRAP WITH I / STORM DRAINAGE I 11 1
RATED RING AND R I / / EASEMENT (TYP.) I I II
o .J•
1SPRIN S PUBLIC un SEE SHEET C -2 FOR ALL PROJECT,
EASEMENT.) SITE, GRADING, STORM DRAINAGE AND
If 1 W UTILITY NOTES
FlRE HYDRANT
ASSEMBLY (TYP.) / I I li 1
TRAFFIC RATED / 12 "x8" TEE • DIP
cLEANOUr (TYP.) 1 �� // (i) 82 Gv� &e' I W
20' TOW HOLLY
Cn
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
I' I I AI ' ■
TEMPORARY 1 1/2" I I ( I If ' 1
1
I
P UGRFOR CONNECTION I I ( I II
1
BY TARGET CONTRACTOR I I I I 20' TOWN HOLLY
VARIABLE WIDTH PRIVATE 11 ■
I TEMPORARY 1 1/2" STORM DRAINAGE I ( SPRINGS PU UTILITY I 11
NT
I WATER SERVICE WITH I I EASEMENT (TYP.) ( EASEME (TYP. I I I ®0 1
"
I 1 METEnn
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40 ^0 20 40 80
1 inch 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
0
SANITARY SEWER MANHOLE
6" SANITARY SEWER
If
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TRAP WITH I / STORM DRAINAGE I 11 1
RATED RING AND R I / / EASEMENT (TYP.) I I II
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EASEMENT.) SITE, GRADING, STORM DRAINAGE AND
If 1 W UTILITY NOTES
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TRAFFIC RATED / 12 "x8" TEE • DIP
cLEANOUr (TYP.) 1 �� // (i) 82 Gv� &e' I W
20' TOW HOLLY
Cn
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
I' I I AI ' ■
TEMPORARY 1 1/2" I I ( I If ' 1
1
I
P UGRFOR CONNECTION I I ( I II
1
BY TARGET CONTRACTOR I I I I 20' TOWN HOLLY
VARIABLE WIDTH PRIVATE 11 ■
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NT
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I 1 METEnn
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1 inch 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION

MATCH LINE. - SEE SHEET C -21
FUTURE DOUBLE \
d1 DUMPSTER ENCLOSURE `\
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If it 16 dL °___ ___________J l _____Jd ��x�� e` 1 1 ®� ®,•° ! �1 �o xx
EMENT {TYP.)
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1v mt It UTILITY EASEMENT �'° ®° \\
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1 I i I 19e 1;; NEW HILL PLAC -- 1� 1 ;
1 I Id Id I II I
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FIRE HYDRANT
ASSEMBLY (TYP.) DUSTING OVERHEAD UTILITY LINES
1 30' YARD I ASSOCIATED UTILITY POLES TO BE
— RELOCATED /REMOVED. SEE OFF
ROAD IMPROVEMENT PLANS
"P"
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NE� ILL SR 1152
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
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SEE SHEET
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SITE, GRADING,
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
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ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
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DATE: 12 -12 -11
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(SEE SHEET P —S)
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE
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ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
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FILENAME: KRG11000 -S1
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DATE: 12 -12 -11
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UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
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STANDARDS
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SCALE: 1"=400
DATE: 12 -12 -11
SHEET N0. C-22
MMcADAMS

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SCALE: i"=40,
DATE: 12 -12 -11
SHEET NO. C-23
MiMcADAMS
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—
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SEE SHEET C -2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY
NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
ENGINEERING DESIGN AND CONSTRUCTION
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800-733 -5646 ■ wwwjobnrmeadams.com ■ License No.: C -0290-
1
VERT. SCALE: 1» — 4►
REVISIONS
DATE
DATE: 12 -12 -11

6
OWNER:
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DATE
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HOLLY SPRINGS, NORTH CAROLINA
SHEET No.
P -5
McADAMS
PRDQT DATE:
5
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REVISIONS
DATE
DATE' 12 -12 -11
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HOLLY SPRINGS, NORTH CAROLINA
SHEET No.
P -5
McADAMS
PRDQT DATE:
5
FILENAME: KRG11000 —P2
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2905 Meridian Parkway, Durham NC 27713
800 -733 -5646 ■ wwwjohnrmeadame.com ■ License No.: C -0293
1
VERT. SCALE: 1'► = 4►
REVISIONS
DATE
DATE' 12 -12 -11

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REVISIONS
DATE
DATED 12 -12 -11

FINAL DRAWING — NOT RELEASED FOR CONSTRUCTTO
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30 SOUTH MERIDIAN STREET
SUITE 1100
INDIANAPOLIS, IN 46204
THE JOHN R. McADAMS
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REVISIONS
DATE
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800-733-5646 m www.jobnrmeadams.com m License No.: C-0293
VERT. SCAM: 40
REVISIONS
DATE
DATE: 12-12-11

FINAL DRAWING NOT R
6
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30 SOUTH MERIDIAN STREET
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800 -733 -5646 ■ wwwjohormcadams.com ■ License No.: C -0293
1
VERT. SCALE: 1 = 41
REVISIONS
DATE
DATE:
12 -12 -11

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FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
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REVISIONS DATE 800 -733 -5646 ■ wwwjohnrmcadems.com ■ License No.: C -0293 �'''4;, T;,,,� +``�� DATE: 12 -12 -11

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PROJECT NO. ET NO.
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30 SOUTH MERIDIAN STREET
PROJECT SHE
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*** VERT. SCAM WATERL[NE 11311, STA. 10+00 THRU STA. 12+50 HOLLY SPRINGS, NORTH CAROLEKA
1 2905 Meridian Parkway, Durham NC 27713 1 4'
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REVISIONS DATE 800-733-6646 www.jobnrmcadams.com lAcense No.: C-0293 fill; 11,11-.1011111 DA E 12-12-11
-------------

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6 OWNER: ��� + + "'CA 'I � KRG -11000
PROJECT N0. SHEET N0.
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INDIANAPOLIS, IN 46204 RESEARCH TRIANGLE PARK ■CHARLOTTE ��• �� HOLLY SPRINGS, NORTH CAROLINA PRINT DATE`
1 2905 Meridian Parkway, Durham NC 27713 .� q �p��' VERT. SCALE. 1" = 4�
REVISIONS DATE 800- 733 - 5646■ www.johmmcadame.com ■ License No.: C -0293 'I$# , ;;1 „1+.` DATE: 12 -12 -11

FINAL DRAWING — NOT RELEASED FOR
6
OWNER:
KRG NEW HILL PLACE, LLC.
30 SOUTH MERIDIAN STREET
SUITE 1100
INDIANAPOLIS, IN 46204
THE JOHN R. McADAMS
COMPANY, INC.
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PROJECT NO.
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PLAN & PROFILE
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wATERLINI: 5 , STA. 10 +00 THRU STA. 22 +00
NEW HILL PLACE
CONSTRUCTION DRAWINGS - PHASE 1
HOLLY SPRINGS NORTH CAROLINA
CONSTRUCTION
SHEET N0.
P -16
JIMeADAMS
PRDYT DATE:
5
FILENAME:
KRG„ 000_P4
4
DESIGNED BY: WTO
3
DRAWN BY: SRw
ENGINEERS ■PLANNERS ■SURVEYORS ■ENVIRONMENTAL
2
HORIZ. SCALE: �� �
, = 40
RESEARCH TRIANGLE PARK ■ CHARLOTTE
2905 Meridian Parkway, Durham NC 27713
800 -733 -5646 ■ www.johmmcadams.com ■ License No.: C- 0293
1
HT. SCALE: a
, = 4
REVISIONS
DATE
DATE:
12-12-11

6
5
4
3
2
REVISIONS DATE
0
HORIZ. SCALE: 1 " = 40'
NEW HILL PLACE ��� P ��
CONSTRUCTION DRAWINGS -PHASE 1 JiMeADAMS
HOLLY SPPQiG6, NORTH GlRO1MA v ^..

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ISTOR"ATER CONSMUCnON SPWMICAMONS III[ V=� POND CONSM
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CONSTRUCTIOWSEQUENCE (CON
GENERAL NOTES CONSTRUCTION SEQUENCE,��. GENERAL'NOTES
7. AN ORDER TO HELP PROTECT THE SOIL SUBGRADE'FROM DETERIORATION (DUE TO. EXPOSURE, RAINFALL, c%l
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL'BE BROUGHT TO 1. PRIOR TO'CONsTRuc-nON, THE. OWNER SHALL OBTAIN A LAND DISTUR'BING (GRADING) PERMIT AND AN: TH tH
1. PRIOR TO CONSTRUCTION, THE ON-SITE GEOTECHNICAL ENGINEER SHALL VERIFY: E SUITABILITY OF SEEPAGE, AND. RUNOFF). BEFORE THE CRADLE CAN BE' POURED' IT IS STRONGLY RECOMMENDED AT A 3 �TO.
THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY.
EAPPROVAL TO:CONSTRUCT7 FROM THE TOWN OF HOLLY SPRINGS AND "ALL OTHER APPLICABLE AGENCIES THE PROPOSED 'BORROW AREA/FILLLFOR USE IN'THE DAM 'EMBANKMENT/KEY TRENCH. .:"e THICK CONCRETE MUD MAT BE POURED'6VER. THE SUBGRAgE ONCE IT IS APPROVED BY THE - ON-tITE
TION. GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE BLOCKS'THAT TEMPORARILY
PRIOR TO CONsTRuc
-SITE GEOTECHNICAL ENGINEER SHA
2. PRIOR TO CONSTRUCTION. THE ON LL VERIFY THE SUITABILITlY
-SITE GEOTECHNICAL ENGINEER SHALL INSPECT THE KEY TRENCH EXCAVATION PRIOR TO SUPPORT THE SPILLWAY. PIPE � UNTIL THE CRADLE CAN BE POURED' THE METHOD OF BLOCK SUPPORT FOR THE
2. THE ON Id
OF,THE PROPOSED BORROW AREA/FILL FOR USE IN THE DAM EMBANKMENT/KEY TRENCH. 2. INSTALL -ALL SEDIMENT AND EROSION CONTROL MEASURES PER 1HE. APPROVED SEDWENT� AND EROSION PLACEMENT OF ANY BACKFILL WITHIN. THE KEY TRENCH. IF THE CONTRACTOR CONSTRUCTS AND PIPE PROPOSED BY THE CONTRACTOR SHOULD BE SUBMITTED TO THE JOHN'R. McADAMS COMPANY FOR
CONTROL PLAN. THE CONTRACTOR SHALL MAINTAIN -ALL APPROVED SEDIMENT AND EROSION CONTROL COVERS UP.THE'KEY TRENCH PRIOR TO INSPECTION, THEN THE KEY,TRENCH SHALL BE: UNCOVERED REVIEW.
1, : I I . . I ­ z
3. THE -ON-SITE GEOTECHNICAL ENGINEER,SHALL INSPECT THE KEY TRENCH EXCAVATION PRIOR'TO., MEASURES THROUGHOUT THE EN11RE PROJECT, AS REQUIRED. MAE CONTRACTOR. SHALL RECEIVE APPROVAL 'AND TESTED AT THE CONTRACTOR'S EXPENSE., IV ;z
PLACEMENT OF ANY BACKFILL WITHIN,THE KEY,TRENCH. IF THE CONTRACTOR CONSTRUCTS AND'� FROM THE EROSION CONTROL INSPECTOR.'AS REQUIRED BY GOVERNING AGENCIES, PRIOR TO, ANY CLEARING. 8. � BEGIN CONSTRUCTION. OF THE NEW, EMBANKMENT . FILLL MATERIALS SHALL BE PLACED IN MAXIMUM.8w THICK
'ENGINEER' FILL
COVERS UP THE,KEY TRENCH PRIOR TO-INSPECTION, THEN THE KEY:TRENCH SHALL BE UNCOVERED 3. THE CONTRACTOR SHALL REFER TO THE LANDSCAPEPLAN.F00 THE PERMANENT PLANTING- LIFTS PRIOR:,TO,:COMPACIION, UNLESS DIRECTED OTHERWISE BY THE:ON-SITE GEOTECHNICAL,
AND TESTED AT THE CONTRACTOR'S EXPENSE. CLEAR'AND GRUB, AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUCTION. ALL,TREES AND THEIR'.. PLAN/SCHEDULE., PLEASE NOTE TH AT NO TREES/SHRUBS OF ANY TYPE MAY BE PLANTED ON THE LIFTS SHALL BE CONTINUOUS 'OVER.: THE ENTIRE. LENGTH OF'FILL AF IT IS NECESSARY. THE EMBANKMENT FILL
ENTIRE ROOT SYSTEMS MUST BE REMOVED FROM. THE DAM FOOTPRINT ARENAND BACKFILLED WITH
LIFTS TO ACHIEVE
MATERIAL WILL BE OVERBUILT IN HORIZONTAL, AND CUT B�CK- TO. FINAL GRADE IN ORDER
PROPOSED DAM EMBANKMENT (FILL AREAS).
4. THE CONTRACTOR SHALL REFER TO'THE LANDSCAPE PLAN FOR THE, PERMANENT PLANTING `SUITABI F'SOIL MATERIAL THE BACKFILLED � AREAS. SHALL BE � COMPACTED TO THE SAME STANDARDS AS
PROPER COMPACTION.
PLAN/SCHEDULE. PLEASE NOTE THAT NO TREES/SHRUBS OF-ANY TYPE MAY BE PLANTED ON THE DAM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE-STRIPPED TO'A SUITABLE R USED AS -A
THE. 4. DURING THE INITIAL STAGES�OF CONSTRUCTION, TH E WATE QUALITY. POND MAY BE 0
DEPTH AS'DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER. ANY RESIDUAL SOILS TO'BE LEFT IN -
PROPIOSED'DAM EMBANKMENT (FILL AREAS). SEDIMENT BASIN FOR EROSION CONTROL PURPOSES. IF SO, THE CONTRACTOR SHALL FOLLOW THE 9. AS CONSTRUC71ON OF.THE'EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARYTO INSTALL THE' Lu, 10) a
PLACE MUST BE WELL SCARIFIED 70� PROMOTE BONDING OF THE NEW EMBANKMENT FILL NO. EMBANKMENT
GENERAL CONTRUCTION SEQUENCE BELOW. CONCRETE'CRAOLE. THIS MAY BE CONSTRUCTED USING ONE OF. THE L FOLLOWING METHODS:
S
MATERIAL. SHALL 13E PLACED FOR,THE DAM-OR KEY�TRENCH UNTILAPPROVAL OF-THE DAM'SUBGRADE
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE WETLAND MAY BE USED'A A SEDIMENT, BASIN
0
FOR EROSION CONTROL PURPOSES. IF SO, THE CONTRACTOR SHAH FOLLOW,THE GENERAL TRENCH IS OBTAINED FROM THE ON-SITE GEOTECHNICAL ENGINEER.- k: IF, THE PROPOSED STRUCTURAL FILL MATERIAL IS. UTILJZED AS THE FORMWORK FOR THE CONCRETE
A. THE CONTRACTOR SHALL CONSTRUCT.1HE EN71RE FACILITY (PERMANENT, OUTLET: STRUCTURE, CRADLE, THEN'THE � STRUCTURAL'IFILL SHOULD BE INSTALLED AND COMPACTED UP TO THE TOP OF
CONTRUCTION SEQUENCE BELOW.
DAM, KEY�TRENCH, ETC.) WITH THE EXCEPTION OF THE INTERIOR FORE13AY BERM..'THE INTERIOR -'REACHES THE NEXTDOWNSTREAM JUNCTION
4.:. EXCAVATE FOR THE NEW'KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM EMBANKMENT. THE CONCRETE.CRADLE ELEVATION. ONCE THE STRUCTURAL. FILL
FOREBAY BERM WILL BE CONSTRUCTED ONCE TH EROSION CONTROL PHASE IS COMPLETE. . .7 - �
BOX OR'HEADWALL. AND IS COMPACTED TO'THE -ELEVATION* OF THE TOP OF THE CONCRETE CRADLE,
A. THE CONTRACTOR SHALL CONSTRUCT THE EN11RE FACILITY (PERMANENT OUTLET STRUCTURE TRENCH SHALL EXTEND A MINIMUM OF-5 FT BELOW EXISTING GRADE OR 2 FT:BELOW THEL24-0 OUTLET
BARRELS AND. SHALL:HAVE A MINIMUM BOTTOM WIDTH OF 10.FEET. THE KEY..TRENCH SIDESLOPES. SHALL EXCAVATE THE.CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT THE CONCRETE
DAM, KEY, TRENCH,.ETC.) WITH L THE EXCEPTION OF THE INTERIOR WEILAND. GRADING.7',THE B. THE TEMPORARY DRAWDOWN RISER OR SKIMMER DEVICE SHALL.BE CONNECTED TO THE
COMP BE"A MINIMUM OF 1: 1 - (H: V). THE KEY TRENCH SHALL BE COMPACTED TO THE.-SAME SPECIFICATION LISTED
INTERIOR GRADING WILL, BE CONSTRUCTED, ONCE. THE EROSION CONTROLPHASE IS
CRADLE AS PER THE PROVIDED CONCRETE* CRADLE DETAIL ui
LETE.
PERMANENT, 8"0 DIP DRAIN PIPE.
JR ITEM 3 OF THE-SECTION TITLED nBERM AND SOIL COMPAC11ON SPECIFICATIONS.0 DEPENDING UPON
B. IF THE PROPOSED STRUCTURAL FILL IS NOT U71LJZED AS THE FORMWORK FOR THE
ON-SITE SOIL CONDITIONS ENCOUNTERED. DURING EXCAVATION, THE ON-SITE GEOTECHNICAL ENGINEER MAY THE UPSTREAM DRAINAGE -AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR CONCRETE CRADLE, THEN PRIOR TO CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE FORMWORK
B. THE TEMPORARY DRAWDOWN RISER. (OR SKIMMER) $HALL'BE CONNECTED TO,THE PERMANENT .,: Y. C. ONCE
AND DIMENSIONS OF. THE, KEY TRENCH AS DEEMED NECESSAR THE ON-SI
8"0 DIP DRAIN PIPE. VARY THE DEPTH TE APPROVES THE REMOVAL OF THE � SEDIMENT BASIN r THE CONTRACTOR SHALL REMOVE THE TEMPORARY'
GEOTECHNICAL, ENGINEER SHALL RETAIN DOCUMENTATION OF ANY. VARIAT10N FOR FUTURE AS-BUILT FOR, THE CONCRETE -CRADLE SHOULD 13E INSTALLED'ON EXISTING GROUND AND OR. THE MUD MAT.
DRAWDOWN RISER OR SKIMMER DEVICE AND.CLEA14-OUT THE BAS1N. ALL SEDIMENT, TRASH, ETC.
SUBMITTALS TO � THE TOWN OF HOLLY SPRINGS.
C. ONCE THE UPSTREAM DRAINAGE AREA IS STAE31UZED AND THE EROSION CONTROL INSPECTOR. BE DISPOSED. OF PROPERLY. (I.E. PLACED IN A LANDFILL) AND NOT, STOCKPILED IN. AN AREA.
SHALL E -THE DRAIN VALVE
TH 'WHERE WATER'QUALITY, COULD BE . ADVERSELY AFFECTED. 10. INSTALL RISER BARREL, ASSEMBLY. ALONG WITH tHE EMERGENCY DRAIN SYST M.
APPROVES THE REMOVAL OF THE SEDIMENT BASIN, THE.CONTRACTOR SHAH REMOVE� E
WENT. OF 13ACKFILL WITHIN THE KEY, TRENCH. THE KEY TRENCH SHALL BE COMPACTED TO THE LOCATED WITHIN THE RISER, BOX'SHALL BE KEPT OPEN UNTIL AN AS-BUILT CERTIFICATION HAS-BEEN
5.: BEGIN PLACE
TEMPORARY DRAWDOWN RISER (OR SKIMMER) AND CLEAN-OUT� THE'BASIN. -ALLSEDIMENT,
COMPLETED BY, THE ENGINEER AND AN'APPROVAL TO IMPOUND HAS BEEN ISSUED BY-ALL APPLICABLE
Ti "tillifill'i
TRASH, ETC. SHALL BE DISPOSED OF PROPERLY (I.E. .- PLACED IN A LANDFILLY ANDNOT SPECIFICATIONS LISTED ITEM 3 OF THE.SECIION TITLED "BERM AND. SOIL COMPAC ON SPECiFjCATiO D. ONCE THE 13ASIN IS CLEANED OUT, AND ALL EROSION CONTROL'DEVICtS REMOVED.' THE' I , - ­ . I r . �l I *.. 1� . 1 11 . -
AGENCIES..'. 44 1
THE.- KEY ..TRENCH. SHALL BE JESTED PER THE, SPECIFICATIONS LISTED IN THAT. SECTION. -SHALL CONSTRUCT THE INTERIOR FOREBAY BERM'SHO
CAR
STOCKPILED IN AN AREA WERE WATER QUALITY COULD BE ADVERSELY AFFECTED., CONTRACTOR WN ON THIS SHEET.
TH' GEOTECHNICAL ENGINEER -AND THE DETAILS
6. PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE�SPILLWAY PIPES SHOULD,BE EVALUATED'BY 11., INSTALL SPILLWAY FILTER PER DIRECTION OF THE. ON-SITE
D. ONCE THE BASIN IS CLEANED. OUT, � T� ­ E. ONCE"
AND ALL EROSION CONTROL DEVICE REMOVED, THE 'THE ON-SITE GEOTECHNlCAL ENGINEER L TO ASSESS WHETHER SUITABLE BEARING CONDITIONS - EXIST AT. THE E GRADING IS COMPLETE, THE CONTRACTOR SHALL REQUEST AN. ON-SITE INSPECTION
OWN SHOWN ON SHEET SW-1H.
AND AN AS-BUILT SURVEY PRIOR TO INSTALLATION OF THE WETLAND PLANTS., IF THE CONTRACTOR
CONTRACTOR. SHALL CONSTRUCT THE INTERIOR GRADING SH ON THIS�SHEET."
SUBGRADE.L.EVEL SHOULD SOFT OR OTHERWISE UNSUITABLE CONDITIONS BE ENCOUNTERED ALONG THE PLANTS THE'PROPOSED VEGETATION PRIOR"TO AN As­mauu, SURVEY (AND SUBSEQUENT APPROI
OULDr
E. ONCE THE GRADING IS COMPLETE, THE CONTRACTOR SHALL -REQUEST AN ON-SITE. INSPECTION PIPE ALIGNMENTS.- THESE MATERIALS SH BE.UNDERCUT AS DIRECTED, BY,THE GEOTECHNICAL ENGINEER. DING / RE-PLANTING OF PLANTS WILL BE AT THE -CONTRACTOR'S EXPENSE. MENT PER SPECIFICATIONS LISTED IN THE SEC11ON TITLED OBERM SOIL & COMPACTION" 3 5 THE UNDERCUT MATERIALS SHALL, BE REPLACED - WITH ADEQUATELY'COMPACTED STRUCTURAL, FILI, LEAN SPECIFICATIONSw AND REQUIREMENTS OF THE ON' SITE GEOTECHNICAL ENGINEER.' ALL CHARACTERISTICS OF
lz , .
AND'AN-AS-BUILT SURVEY PRIOR TO INSTALLATION OF THE WETLAND PLANTS.- IF THE �: * .
CONCRETE OR FLOWABLE FILL AS.DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER. MEET'THE STANDARDS - SET FORTH *: IN "BERM SOIL AND COMPACTION ..p &,r
CONTRACTOR PLANTS THE PROPOSED VEGETATION, PRIOR' TO AN,AS-BUILT SURVEY (AND THE'EMBANKMENT. FILL MATERIAL SHALL' F.: ONCE THE ENGINEER HAS APPROVED. THE AS-BUILT GRADING, THE CONTRACTOR SHALL PLANT
IF NECESSARY TO ACHIEVE PROPER.
HIS FACILITY. AMR
THE.PROPOSED WEILAND PLANTS SHOWN ON THE LANDSCAPE PLAN FOR.71 SPECIFICATIONS". INCLUDING -COMPACTION AND MOISTURE REQUIREMENTS.
LETTER COMPACTIONi THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN; HORIZONTAL LIFTS AND -CUT -BACK TO
. L), ANY CHANGES TO THE GRADING RE-PLANTING.OF PLANTS WILL 7. IN, ORDER TO HELP, PROTECTr THE SOIL SUBGRADE FROM� DETERIORATION (DUE -TO, EXPOSURE RAINFALL, COMPLETION OF THE PLANTING, THE, LANDSCAPE CONTRACTOR SHALL PROVIDE A TO THE BE AT THE CONTRACTOR'S EXPENSE.
SEEPAGE.' AND'RUNOFF) BEFORE THE,CRADLE CAN BE POURED.'. IT IS STRONGLY RECOMMENDED* THAT A Y ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER THE APPROVED WETLAND PLANTING PROPER � FINAL GRADE.', ANY HAND COMPAC11ON ACTIVITIES AROUND. SPILLWAY'OR DRAIN STRUCTURES SHALL
BE CONDUCTED IN 4-INCH LOOSE LIFTS AND BE TO THEL SAME COMPACTION. AND MOISTURE, REQUIREMENTS AS
TO e. THICK CONCRETE MUD MAT'BE POURED OVER THE SUBGRADE.'ONCE IT IS APPROVED BY THE PLAN.
'F. ONCE'THE ENGINEER HAS APPROVED THE AS-BUILT GRADING. THE CONTRACTOR SHALL PLANT
THE ENTIRE EMBANKMENT. ALL. COMPACTION: AND MOISTURE TESTING SHALL BE CARRIED OUT- AS DIRECTED BY
THE PROPOSED WEILAND PLANTS SHOWN ON THE LANDSCAPE PLAN FOR FACILITY. AFTER-.. ON--�SITE,- GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE BLOCKS THAT
To ..j RT,THE SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED. THE METHOD OF BLOCK 5. IN ORDER TO. HELP MAINTAIN AL PERMANENT- POOL, IF THE INFILTRATION RATE AT THE BOTTOM OF THE ON-SITE ER AND.AS LISTED IN,nTESTlNG OF THE EMBANKMENT*.
V1 ETTER
COMPLETION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL PRO DE Al
SUPPORT FOR THE * PIPE PROPOSED BY THE CONTRACTOR SHOULD BE SUBMITTED TO THE,JOHN R. THE. FACILITY IS GREATER THAN 0.01 IN/HR, THEN- THE CONTRACTOR WILL NEED TO INSTALL A CLAY�
THEENGINEER CERTIFYING THAT, THE PLANTS HAVE BEEN INSTALLED PER THE APPROVED
COMPANY'FOR REVIEW.
WEILAND PLANTING PLAN. LAYER. OR A PERMANENT GEOSYNITHETIC CLAY LINER A MINIMUM. OF 1 -FOOT BELOW THE LOWEST GRADE, 13-UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE.
ORA 8 INCHES BELOW THE BOTTOM ELEVATION . OF:THE ROOT SALL FOR THE PROPOSED'PLANTINGS
RIALS SHALL BE PLACED IN MAXIMUM 80 THICK
6. IF THE INFILTRATION, RATE IS 6REATER-THAN 0.01 IN/HR. IN ORDER TO HELP MAINTAINA, '8.'- 13EGIN CONSTRUCTION OF THE N W LL MATE B 13ENTOMAT CL
(WHICHEVER IS:GREATER). IF A GEOSYNTHE11C LINER'IS CHOSEN, THE LINER SHALL' E
LIFTS PRIOR � TO � COMPACTION, UNLESS DIRECTED OTHERWISE BY THE ON-SITE GEOTECHNICAL'ENGINEER. -BUILT
BY CETCO LINING TECHNOLOGIES OR ENGINEER APPROVED. EQUIVALENT. THE INFILTRATION RATESHALL AS-BUILT INSPECTIONAND At-BUILT SURVEY WITHIHE ENGINEER. AN AS
PERMANENT POOL, -THE CONTRACTOR WILL NEED TO INSTALL A' CLAY LAYER OR A PERMANENT
FILL LIFTS -SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF FILL 1F. IT'IS'NECESSARY, THEL. INSPECTION: SHOULD -BE SCHEDULED A MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND (OR CERTIFICATE
LIR A MINIMUM OF 1-FOOT BELOW THE LOWEST GRADE OR 1-FOOT BELOW r BE DETERMINED BY THE ON-SITE GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION OF THE INTERIOR
ENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS'AND CUTBACK TO FINAL GRADE IN POND GRADING SHOWN ON THIS SHEET. - IF. IT'IS DETERMINED BY THE ON-SITE GEOTECHNICAL, ENGINEER OCCUPANCY) IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN -THE DAM CONSTRUCTION MUST BE
THE � BOTTOM ELEVATION OF.THE ROOT BALL FOR THE PROPOSED PLANTINGS (WHICHEVER IS � .: . '' I
ORDER TO ACHIEVE PROPER COMPACTION. THAT A LINER IS NOT NEEDED,' THEN A LETTER TO - THE ENGINEER CERTIFYING, THE INFILTRATION RATE� CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED.
GREATER). IF A GEOSYNTHETIC -LINER IS CHOSEN THE LINER SHALL 13E BENTOMAT dL BY 'CETCO
BE PROVIDED, WHICH NU BE USED DURING HE AS-BUILT CERTIFICATION PROCESS- UPON:FINAL APPROVAL FROM THE TOWN OF HOLLY SPRINGS,. CLOSE THE 800 BOTTOM DRAIN VALVE IN'THE
SHALL
LINING TECHNOLOGIES ORr ENGINEER APPROVED EQUIVALENT.AF IT IS DETERMINED BY,THE ON-SI ' TE 9.,- AS. CONSTRUCTION OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL THE RISER BID I X AND BEGIN, -IMPOUNDING WATER.. :NO WATER SHALL BE IMPOUNDED BEFORE -AN APPROVAL TO
GEOTECHNICAL ENGINEER THAT A LINER IS NOT NEEDED, THEN A LETTER TO THE ENGINEER CONCRETE CRADLE. THIS MAY BE CONSTRUCTED USING ONE -OF THE FOLLOWING. METHODS:' 6. TH E GRADES SHOWN ON THIS PLAN ARE'FINISHED GRADES. IF THE EXISTING SOIL LAYERS IN -THE -AMPOUNDAS ISSUED FROM BOTH -THE. TOWN 'OF HOLLY SPRINGS AND THE ENGINEER. 153
CERTINNG THE INFILTRATION RATE SHALL BE PROVIDED, WHICH'WILL BE USED,DURING THE,
AS-BUILT CERTIFICATION PROCESS. T (AFTER EXCAVATION) ARE NOT DETERMINED SUITABLE BY A LANDSCAPE
A. IF THE PROPOSED STRUCTURAL FILL - MATERIAL IS UTILIZED AS THE FORMWORK FOR THE CONCRETE* PROFESSIONAL FOR:THE FUTURE WEIIAND PLANTINGS, THE CONTRACTOR SHALL OVEREXCAVATE THE
CRADLE, THEN THE STRUCTURAL FILL SHOULD BE INSTALLED AND COMPACTED UPTO.THE�TOP OF Tj
INTERIOR PORTIONS OF THE POND. (FROM THE NORMAL WATER: SURFACE � ELEVATION TO. THE BOTTOM) BY SOIL'. AND� COMPAC ON SPECIFICATIONS
7. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES. IF THE EXISTING SOIL LAYERS IN THE ES.
CONCRETE. CRADLE'ELEVATION. ONCE'THE STRUCTURALFILL REACHES THE NEXT DOWNSTREAM 1 B-INCH THE CONTRACTOR SHALL THEN BRING THE WETLAND AREA TO,THE FINISHED GRADES USING
rn
PROPOSED WETLAND (AFTER EXCAVATION) ARE NOT DETERMINED' SUITABLE BY-A LANDSCAPE JUNCTION BOX OR HEADWALL AND IS COMPACTED TO THE ELEVATION 'OF . THE TOP OF THE CONCRETE -SITE (AMENDED AS, DIRECTED BY THE LANDSCAPE PROFESSIONAL);
L STOCKPILED THEr.. FROM BORROW AREASr.
PROFESSIONAL FOR - THE * FUTURE ETLAND PLANTINGS, THE CONTRACTOR SHALL OVEREXCAVATE CRADLE,­ EXCAVATE � THE CONCRETE CRADLE'TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT 'ME THE TOPSOI ON ETLAND ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN
OVER EXCAVATION-WILL ALLOW-FOR BETTER PLANTING CONDITIONS FOR THE'PROPOSED W
THE INTERIOR PORTIONS OF THE WETLAND, (FROM HE NORMAL WATER SURFACE, ELEVATION TO THE. CONCRETE* CRADLE AS PER THE PROVIDED CONCRETE CRADLE DETAIL. APPROVED BY THE ON"SITE.GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL BE FREE FROM�ROOTS,
LL W! G
PLANTS.,- STUMPS, WOOD, STONES GREATER THAN 60, AND FROZEN OR OTHER � OBJECTIONABLE MATERIAL THE FO 0 N
BOTTOM) BY .18 INCHES. THE CONTRACTOR SHALL THEN'BRING THE WETLAND AREA,TO. THE
-SITE (AMENDED AS DIRECTED BY' E B.'. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORk FOR THE'CONCRETE CRADLE, -AND KEY,-TRENCH: ML AND CL
FINISHED *GRADES USING THE TOPSOIL STOCKPILED ON -TH SOIL TYPES ARE SUITABLE. FOR, USE AS FILL WITHIN THE DAM,EMBANKMENT
..7. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING -(SEEDING) ON THE DAM
TiON WILL ALLOW FOR BE R P N NG :THEN PRIOR TO:CONSTRUCTING THE STRUCTURAL FILL� EMBANKMENT, THE�FORMWORK FOR THE.
PROFESSIONAL). THE OVER'ExcAvA TTE LA 'n EMBANKMENT ONCE FINAL
GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH
CONDITIONS FOR THE PROPOSED WETLAND PLANTS. CONCRETE'CRADLE SHOULD BE INSTALLED ON EXISTING. GROUND. AND / OR THE, MUD. MAT.. THE
Top 2. FILL PLACEMENT FOR THE EMBANKMENT. SHALL NOT EXCEED A. MAXIMUM 80 LIFT (UNCOMPACTED). L. EACH
COMPACTED, FILL -PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE THE. -LENGTH *OF. EMBANKMENT. . BEFORE PLACEMENT. OF FILL FOR,THE
CONCRETE CRADLE SHALL BE CONSTRUCTED PER THE PROVIDED DETAILS. LIFT SHALL BE CONTINUOUS FOR THE ENTIRE
THE TOPSOIL WITH THE COMPACTED FILL� THE.: BERM.SECTION ALL UNSUITABLE-MATERIAL SHALL 13E REMOVED AND'THE SURFACE PROPERLY PREPARED FOR.,
2" 3m. OF'THE BERM SEcIONITO PROMOTE BONDING
8. ANY REMOVED TOPSOIL SHALL BE STOCKPILED, FOR USE IN PLANTING, (SEEDING) ON THE DAM:
-;�'ON THE'DAM EMBANKMENt' MATE
I...'INSTALL RISER BARREL ASSEMBLY, ALONG WITH, THE � EMERGENCY DRAIN SYSTEM. �THE DRAINNALVE TOPSOIL DEPTH. SHALL RANGE FROM 3" FILL PLACEMENT. FILL -RIAL'ADJACENT TO ALL SPILLWAY AND DRAINAGE STRUCTURES� SHALL BE PLACED
EMBANKMENT ONCE FINAL GRADES (AS SHOWN -ON THE. GRADING PLAN). HAVE BEEN ESTABLISHED ' - . I I I : I L. I I 1 11
-SHALL � BE KEPT OPEN UNTIL AN - AS-BUILT CERTIFICATION, HAS BEEN TO THE SAME.- COMPACTION"AND MOISTURE'
LOCATED WITHIN THE RISER BOX IN 4-INCH (UNCOMPACTED).UFM'AND,HAND-COMPACTED
ITH � COMPACTED, FILL PRIOR, TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL r SCARIFY THE
8., THE CONTRACTOR SHALL:FURNISH, INSTALL, OPERATE, AND. MAINTAIN PUMPING EQUIPMENT,, 'REQUIREMENTS AS THE ENTIRE EMBANKMENT. E­4
COMPLETED BY THE ENGINEER AND AN APPROVAL TO. IMPOUND HAS BEEN ISSUED BY ALL APPLICABLE-
THE TOP.2"-3" OF THE BERM"SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH: THE
ETC. NEEDED FOR REMOVAL OF WATER FROM -VARIOUS: PARTS OF THE STORMWATER POND SI
AGENCIES. TE. IT IS
COMPACTED FILL. THE:TOPSOIL DEPTH SHALL RANGE FROMr3"-e ON THE DAM EMBANKMENT..:,
ANTICIPATED THAT PUMPING WILL 13EL NECESSARY IN THE EXCAVA11ON AREAS (I.E. KEY TRENCH)., LL 3. ALL FILL SOILS USED CONSTRUCTION SHALL BE COMPACTED TO AT
IN THE EMBANKMENT KEY TRENCH
_SITE
CONTRACTOR SHALL KEEP -THE WATER LEVEL BELOW. THE BOTTOM OF'THE EXCAVATION. THEMANNER
COMPACTED AT A: MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS OPTIMUM MOISTURE CONTENT.
AND THE DETAILS DURING PLACEMENT OF FILL, WITHIN THE KEY� TRENCH (OR OTHER AREAS AS NECESSARY), THE -698). THE FILL SOILS SHALL BE
10.1INSTALL SPILLWAY FILTER PER. DIRECTION OF THE ON GEOTECHNICAL ENG114EER
9. THE CONTRACTOR'SHALL, FURNISH, INSTALL, OPERATE,� AND MAINTAIN ANY* PUMPING EQUIPMENT,' LEAST, 95%, OF THE STANDARD PROCTOR MAXIMUM DAY DENSITY (AtTM
ETC., NEEDED FOR:REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER .,WEILAND SITE.
SHOWN !ON: SHEET S*-21),
IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE'EXCAVATION'BOTTOM AND'SIDESLOPES.' COMPACTION TESTS. SHALL'BE.PERFORMED BY THE ON-SITE GEOTECHNICAL ENGINEER DURING CONSTRUCTION IT IS ANTICIPATED THAT PUMPING WILL BE NECESSARY IN THE EXCAVATION AREAS (I.E.'- KEY
THE SECTION inED "BERM AND SOIL ARESTABLE. 70� VERIFY. THAT. THE PROPER COMPACTION. LEVEL HAS BEEN REACHED. THE�FILL SHOULD BE COMPACTED
TRENCH). DURING PLACEMENT.OF FILL WITHIN THE KEY TRENCH (OR OTHER AREAS AS �. NECESSARY). 1 l..,. CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED. IN
COMPACTION SPECIFICATIONS" AND REQUIREMENTS OF THE ON-SITE GEOTECHNICAL ENGINEER. ALL USING A- SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO'PREVENT DAMAGE -TO THE PIPE, NO COMPACTION
THE. CONTRACTOR SHALL KEEP. THE WATER LEVEL BELOW THE BOTTOM OF THE - EXCAVATION. THE
CHARACTERISTICS OF. THE EMBANKMENT FILL MATERIAL SHALL MEET THE STANDARDS SET FORTH IN ERM 9. THE . RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS'THE'LOCAtION OF THE FRONT, EQUIPMENT� SHALL CROSS ANY PIPE. UN11L MINIMUM COVER IS - ESTABLISHED ALONG THE PIPE.
MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT. THE- EXCAVATION. BOTTOM -AND
THE RETAINING WALL AT THE BOTTOM.
SOIL-COMPACTION SPECIFICATIONS". INCLUDING COMPACTION AND MOISTURE'� REQUIREMENTS. IF­ FACE OF E, C)
SIDESLOPES ARE STABLE.*
-SHALL PROVIDE -THE ENGINEER WITH REPORTS TO'VERIFY.,THAT THE-DAM EMBANKMENT,
NECESSARY TO -ACHIEVE PROPER COMPACTION, THE EMBANKMENT FILL MATERIAL WIH BE OVERBUILT IN .4. THE CONTRACTOR
10. THE RETAINING WALL IS TO-BE A DESIGN-BUILD PROJECT(S):BY THE CONTRACTOR. SHALL 13E MEETS THE SPECIFIED COMPACTION REQUIREMENTS. � COMPACTION REPORTS WILL BE NEEDED DURING THE
10. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS,THE, LOCATION OF. THE FRONT HORIZONTAL � LIFTS AND CUT BACK TO.PROPER FINAL.GRADE. ANY HAND COMPAC11ON ACTIvi"nES.AROUND
AS-BUILT CERTIFICATION* PROCESS FOR THIS STORMWATER FACILITY. THEREFORE IT SHAI I BE THE
'SPILLWAY'OR DRAIN STRUCTURES SHALL BE CONDUCTED IN 4-INCH LOOSE LIFTSAND BE TO THE SAME THE CONTRACTOR'S, RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED
FACE OF.TIAE RETAINING WALL AT THE BOTTOM.
'COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL COMPACTION AND. MOISTURE PROFESSIONAL ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE. CONSTRUCTION OF CONTRACTOR'S RESPONSIBILITY -TO -COORDINATE COMPACTION TESTING AND TO ENSURE COMPACTION ESTS ARE
'BE �1...-TESTING SHALL BE'CARRIED OUT AS DIRECTED,BY THE ON-SITE GEOTECHNICAL ENGINEER AND,AS LISTED 1HE RETAINING WALL PROPERLY PERFORMED DURING CONSTRUCTION.
11. THE RETAJNING WALL IS O BE A DESIGN-BUILD PROJECT(S) BY THE CONTRACTOR. IT SHALL
Tl
N THE SEC ON TITLED�*BERM AND SOIL COMPACTION SPECIFICATIONS". 0
5.; PRIOR TO USE At FILL MATERIAL FOR THE DAM EMBANKMENT, THE CONTRACTOR SHALL PERFORM
THE CONTRACTOR'S - RESPONSIBILITY TO, OBTAIN * FINAL CONSTRUC71ON DRAWINGS FROM A REGISTERED ll.'THE RETAINING WALL SHALL BE ASSUMED TO BE BACKFILLED WITH OFF-SITE BORROW MATERIAL OR
PROFESSIONAL ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF
12. STANDARD PROCTORS ON,THE PROPOSED BORROW MATERIAL 70 ENSURETHAT OPTIMUM MOISTURE CONTENT
SOIL
THE'RETAINING WALl- CONTRACTOR, CAN PROVIDE OW IT
PROCESSED, FILL UNLESS
UPON COMPLE11ON OF D PTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING
GEOTECHNICAL ENGINEER AND THE RETAINING'WALL DESIGNER THAT�READILY AVAILABLE ON-SITE S ACHIEVED
. ;­ L I r 1 1, L. . I L . ;:' AND COMPACTION CAN BE CONTROLLED DURING 'CON sTRucnON..
SCHEDULE.'
CAWBE, USED.'
12. THE RETAINING WALL SHALL BE ASSUMED TO BE BACKFILLED WITH OFF-SITE BORROW MATERIAL OR,-
6. L. TESTING OF, THE - NEW - FILL MATERIALS SHALL BE PERFORMED TO':VERIFY THAT THE RECOMMENDED LEVEL, OF
13. SCHEDUIF A FINAL AS-BUILT INSPEC11ON AND AS-BUILT SURVEY WITH THE -ENGINEER. AN AS-BUILT
PROCESSED FILL UNLESS CONTRACTOR CAN PROVIDE OWNER WITH CONFIRMATION FROM THE. .12. -THE TOP AND'BOTTOM.OF WALL ELEVATIONS SHOWN.ON THESE PLANS IDENTIFY FINISHED GRADE COMPACTION IS ACHIEVED DURING CONSTRUCTION. THEREFORE, ONE DENSITY.TEST SHALL.BE PERFORMED FOR
INSPEC71ON SHOULD BE SCHEDULED � A: MINIMUM, OF 60 DAYS BEFORE A PERMITTO IMPOUND IS REQUIRED.
GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER THAT READILY AVAILABLE ON-SITE
ELEVATIONS ONLY. THE EXTENT THAT �THE RETAINING WALL WILL BE EXTENDED -BELOW GRADE TO THE'" 'EVERY 2,500 SQUARE: FEET OF AREA FOR EVERY- LIFT OF FILL OR AS DIRECTED BY THE ON-SITE
ANY COMMENTS OR, DEFICIENCIES IN- THE, DAM CONSTRUC71ON MUST BE CORRECTED TO THE SATISFACTION
SOILS CAN BE USED. FOOTING
SHALL BE IDENTIFIED ON THE RETANING'WALL CONSTRUCTION DRAWINGS.
OF HE.ENGINEER AND OWNER-BEFORE CERTIFICATION 'SHALL BE GRANTED. UPON FINAL APPROVAL FROM GEOTECHNICAL ENGINEER.,'
THE TOWN -OF HOLLY SPRINGS, CLOSE THE�VO BOTTOM DRAN VALVE IN THE RISER BOX AND BEGIN'
13. THE-TOP AND BOTTOM'OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE'
To 13. PROPOSED RETAINING WALL ON THE SOUTH SIDE OF THE IFACILITY� (I.E. THE DAM:SIDE) SHALL 7.'TESTING WILL BE REQUIRED'ALONG THE* 2400 O-RING OUTLET BARREL -AT A' FREQUENCY OF'ONE TEST PER
ELEVATIONS ONLY.' THE EXTENT. THAT THE RETAINING. WALL WILL BE EXTENDED BELOW GRADE IMPOUNDING WATER. NO. WATER SHALL BE IMPOUNDED BEFORE AN APPROVAL, TO IMPOUND IS ISSUED FROM -
DAM EMBANKMENT (I.E. SHALL L NOT. BE A 25 LF OF -PIPE PER VERTICAL FOOT OF FILL OR AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER.
THE FOOTING SHALL BE IDENTIFIED ON THERETAINING WALL CONSTRUCTION DRAWINGS. THEL� TOWN OF HOLLY SPRINGS AND THE ENGINEER., BE, DESIGNED TO KEEP WATER FROM INFILTRATING INTO. THE
-THE NORTH SIDE. OF THE FACILITY (I.E.
WALL). THE PROPOSED RETAINING WALL.ON CL
OUTLET' STRUCTURE. MATERIAL: SPECIFICA11ONS THE'GAS EASEMENT SIDE) MAY BE�A BLOCK/GEOGRID WALL (APPROVAL FROM�PSN IS - REQUIRED IF
14. THE -PROPOSED RETAINING WALL ON THE SOUTH. SIDE OF THE FACILITY (I.E..THE DAM SIDE) SHAI OUTLET. STRUCTURE*. MATERIAL SPECIFICATIONS'
RETAINING WALL DESIGN REQUIRES TIEBACKS/GEOGRIDL� TO ENCROACH INTO EX PSNC GAS EASEMENT).
BE DESIGNED TO. KEEP, WATER FROM INFILTRATING ANTO THE DAM EMBANKMENT (I.E. SHALL 'NOT BE
'n
A BLOCK/GEOGRID WALL). THE. PROPOSED -RETAINING WALL ON THE NORTH SIDE OF THE FACILITY PLEASE NOTE BOTH WALLS WILL EXPERIENCE PERIODIC INUNDA ON DURING RAINFALL EVENTS., THE 1' THE 24-rO. RCP, OUTLET BARREL SHALL BE, CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE
.�THE 24."0 RCP -OUTLET BARRELS'SHALL BE CLASS III RCP,� MODIFIED BELL AND SPIGOT, MEETING THE.,
RETAINING WALL, DESIGNER, SHALL ACCOUNT. FOR PRESSURE ON THE. WALLS DUE.TO SOIL SATURATION
REQUIREMENTS OF,ASTM C76-LATEST. THE PIPES SHALL HAVE CONFINED O-RING RUBBER GASKET JOINTS IiIEQUIREMENTS-OF ASTM C76"LATEST. THE PIPE SHALL HAVE CONFINED, O-RING RUBBER GASKET JOINTS
(I.E. THE GAS EASEMENT SIDE) MAY BE A BLOCK/GEdGRID WALL (APPROVAL FROM PSNC IS BEHIND THE WALLS DURING DESIGN. -APPROPRIATELY SIZED DRAINAGE SYSTEMS,,WHICH: SHA 0
MEETING: ASTM. C-443"LATEST. THE PIPE.*JOINTS SHALL BE TYPE R-4. LL UTLET
MEETING ASTM C-7443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4.-
REQUIRED IF RETAINING WALL DESIGN REQUIRES TIEBACKS/GEOGRID TO ENCROACH INTO EX PSNC
FACIL]TYL�FOR THE EILOCK/GEOGRID wAu-.. SHALL BE DESIGNED AND ANSTALLED -BEHIND THE
INTO THE
GAS EASEMDM. PLEASE NOTE BOTH WALLS WILL EXPERIENCE PERIODIC INUNDATION DURING
2. -THE STRUCTURAL DESIGN FOR THE'4?x4!. (INTERNAL DIMENSIONS) RISER 86XES WITH. EXTENDED, BASE SHALL RETAINING WALLS TO RELIEVE SOIL WATER PRESSURE. -'4!xV (INTERNAL DIMENSIONS)'RISER BOX WITH EXTENDED BASE-SHALL
RAINFALL,,EVENTS. THE. RETAINING WALL DESIGNER'SHALL ACCOUNT- FOR PRESSURE ON THE WALLS THE STRUCTURAL DESIGN FOR THE
BE BY OTHERS. PRIOR-TO ORDERING THE STRUCTURE,THE CONTRACTOR'SHALL PROVIDE To DESIGN
'BE BY OTHERS. PRIOR *TO ORDERING THE STRUCTURE, THE-CONTRACTOR SHALL PROVIDE TO THE DESIGN
DUE TO'SOIL SATURATION BEHIND THE WALLS DURING. DESIGN. APPROPRIATELY.'SIZED . DRAINAGE. 14. SAFETY, FENCING SHALL BE INSTAI I ED ALONG THE TOP, OF ALL RETAINING WALLS -AND - ALONG THE
ENGINEER FOR REVIEW SHOP,DRAWINGS AND SUPPORTING STRUCTURAL CALCULATIONS *SEALED* BY A P.E., ENGINEER FOR
SYSTEMS, WHICH SHALL OUTLET INTO,THE FACILITY FOR THE.BLOCK/GEOGRID WALL,:SHALL BE PROVIDED FOR MAINTENANCE PERSONNELAND REVIEW SHOP DRAWINGS AND SUPPORTING STRUCTURAL CALCULATIONS SEALED BY A P.E-
REGISTERED IN NORTH,CAROLINA DEMONSTRATING'THE PERTINENT VERTICAL LOADS ARE SUPPORTED By TOP OF DAM EMBANKMENT.- AN ACCESS GATE SHALL BE
DESIGNED AND INSTALLED BEHIND THE RETAINING WALLS 0 RELIEVE SOIL WATER* PRESSURE.- EQUIPMENT. - REGISTERED IN NORTH CAROLINA DEMONSTRATING.. THE PERTINENT, VERTICAL LOADS ARE SUPPORTED'BY, THE 0
THE CONCRETE-RISER STRUCTURE.
CONCRETE RISER STRUCTURE,
15. SAFETY FENCING SHALL BE INSTALLED ALONG THE TOP OF ALL RETAINING WALLS ANDALONG HE
WITH STEPS 160: ON CENTER. STEPS SHALL BE
3 THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH'STEPS 16".ON CENTER. STEPS SHALL BE 3. THE.RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED
TOP OF DAM EMBANKMENT. AN CCESS GATE SHALL BE PROVIDED FOR MAINTENANCE PERSONNEL ci
D
AND. EQUIPMENT. PROVIDED ON -THE � INNER WALL OF THE RISER'BOX. STEPS SHALL BE IN -ACCORDANCE NTH NCDOT, STD. CONSTRUCTION SEQUENCE. PROVIDED -ON THE INNER WALL OF THE RISER BOX.' STEPS SHALL BE IN ACCORDANCE-WITH NCDOT ST 840.66.' PLEASE REFER TO SHEET SW-2C FOR LOCATION OF THE RISER STEPS. -lF FOR LOCATION *OF HE 'RISER STEPS.'�
840. HEET SW
al
l.'THE OWNER SHALL OBTAIN A LAND DISTUR NG (GRADING) PERMIT AND AN -APPROVAL TO
4. THE CONCRETE ANTi-FLoTA-nON 13LOCKS SHALL BE PRECASTAS THE EXTENDED 13ASE OF THE RISER BOX. 4. THE CONCRETE ANTi-FLoTA-nON BLOCKS SHALL. BE PRECAST AS THE BASE OF THE RISER'BOX
-THE TOWN OF HOLLY'SPRINGS AND ALL. OTHER APPUCA13LE AGENCIES
BERM AND SOIL COMPACTION SPECIFICATIONS. CONSTRUCT" FROM PRIOR TO
DURING' FABRICATION. THE PRECAST BASE SHALL BE INCLUDED AS PART OF, THE SHOP DRAWINGS THAT DURING FABRICATION. THE PRECAST BASE SHALL BE, INCLUDED AS PART OF, THE, SHOP DRAWINGS THAT WILL
CONSTRUCTION.
WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM 2 ABOVE). IN LIEU OF A PRE-CAST BASE,' BE SUBMITTED TO THE-ENGINEER FOR REVIEW (SEE ITEM ABOVE).AN LIEU OF A PRE-CAST BASE, THE
-IN-PLACE THE ANII-FLOTAIION BLOCK IN THE'FIELD. HOWEVER MAY OPT,TO CAST-IN-PLACE THE ANTI-FLOTATION, BLOCK IN THE FIELD.. HOWEVER' PRIOR TO
1. ALL FILL MATERIALS TO BE USED FOR.THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW .THE CONTRACTOR MAY.OPT TO CAST
AREAS APPROVED BY­ THE ON-SITE - GEOTECHNICAL ENGINEER. THE, FILL MATERIAL SHALL BE. FREE 2. INSTALL ALL SEDIMENT AND EROSION'CONTROL MEASURES PER THE APPROVED SEDIMENT CONTRACTOR
CONSTRUCTING THE CAST-IN-PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE
..PRIOR TO'CONSTRUCTING THE'CAST-IN-PLACE BASE, THE CONTRACTOR- SHALL SUBMIT SHOP DRAWINGS TO APPROVED SEDIMENT� AND EROSION
EROSION CONTROL PLAN. THE CONTRACTOR SHALL MAINTAIN ALL
FROM ROOTS, STUMPS, WOOD* STONES GREATER THAN 6", AND FROZEN OR OTHER OBJECTIONABLE ..THE: ENGINEER, FOR REVIEW DENo-nNG THE FOLLOWING: I -ENGINEER FOR REVIEW DENOTING THE FOLLOWING:
THE DAM CONTROL MEASURES THROUGHOUT, THE ENTIRE PROJECT,: AS. REQUIRED. THE CONTRACTOR SHALL
MATERIAL THE FOLLOWNG SOIL TYPES ARE SUITABLE-FOR USE AS,FILL WITHIN
-AGENCIES,
EMBANKMENT AND KEY.TRENCH: -ML AND CL THE EROSION CONTROL INSPECTOR,: AS REQUIRED BY GOVERNING
A. STEEL' REINFORCEMENT'
A. STEEL
PRIOR TO ANY CLEARING.,
-no B. THE CONNECTION MECHANISM TO JOIN THE ANTI-FLOTATION BLOCK NTH THE RISER, SECTION
B. THE. CONNECTION MECHANISM TO JOIN THE ANTI-FLOTATION'BLOCK WITH THE RISER. SEC N
2. FILL PLACEMENT FOR THE,EMBANKMENT SHALL NOT EXCEED A MAXIMUM 80LIFT (UNCOMPACTED). 0
3. CLEAR AND GRUB AREA WITHIN�THE LIMITS OF THE PROPOSED DAM CONSTRUCTION. ALL TREES
EACH LIFT SHALL BE CONTINUOUS FOR THE EN11RE LENGTH OF EMBANKMENT.�BEFORE PLACEM T THE RISER BOX JOINTS SHALL BE* SEALED USING BUTYL'RUBBER SEALANT CONFORMING TO
EN 5. THE RISER BOX JOINTS SHALLBE SEALED USING BUTYL RUBBER SEALANT CONFORMING To 5.
OF FILL FOR THE BERM SECTION, ALL UNSUITABLE, MATERIAL SHAL­L BE REMOVED.AND�THE ASTM"C990-LATEST. IF NECESSARY, THE CONTRACTOR SHALL INCORPORATE A'WATERSTOP INTO THE RISER HEIR EN11RE ROOT: SYSTEMS MUST BE. REMOVED FROM-THE DAM FOOTPRINT. AREA AND BACKFILLED.
WITH SUITABLE SOIL MATERIAL THE BACKFILLED AREAS SHALL BE COMPACTED TO THE SAME ASTM--�C990-LATEST-. IF NECESSARY, THE CONTRACTOR SHALL INCORPORATE A WATERSTOP.INTO THE RISER
SURFACE L PROPERLY PREPARED FOR * FILL PLACEMENT. FILL MATERIAL. ADJACENT TO � ALL: SPILL ' WAY BOX JOINT TO ENSURE A WATERTIGHT CONNECTION. -THE. CONTRACTOR SHAH PARGE JOINTS ONLBOTH THE: -.BOX -JOINT TO ENSURE A WATERTIGHT CONNECTION. THE CONTRACTOR SHA" PARGE JOINTS - ON BOTH THE
' " : L I EMBANKMENT. THE REMAINING AREA OF HE,EMBANKMENT SHALL BE
AND DRAINAGE. STRUCTURES SHALL BE � PLACED IN 4-4CH - (UNCOMPACTED) LIFTS AND INSIDE AND OUTSIDE WITH NON-SHRINK GROUT. INSIDEAND OUTSIDE WITH NON-SHRINK GROUT...
STRIPPED TO. A SUITABLE DEPTH AS DIRECTED, BY THE ON-SITE GEOTECHNICAL ENGINEER. ANY
HAND-COMPACTED TO THE SAME COMPACTION AND. MOISTURE REQUIREMENTS AS,THE.ENnRE 0
RESIDUAL. SOILS *70 BE LEFT IN PLACE, MUST BE. WELL SCARIFIED- TO PROMOTE BONDING OF THE NEW
-FLOTATION BLOCK IS, PRECAST AS PART OF THE RISER BASE -SECTION, THE ENIIRE,PREdAST
�6. IF THE ANII-FLOTATION BLOCK IS PRECAST AS PART. OF THE RISER BASE SECTION, THE ENTIRE PRECAST EMBANKMENT-FILL NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE DAM OR KEY TRENCH 6. IF THE.ANTV
RISER BOX STRUCTURE SHALL HAVE A SHIPPING WEIGHT. AS PER THE -WEIGHTS LISTED IN THE TABLE ON. RISER BOX STRUCTURE., SHALL HAVE.A.SHIPPING WEIGHT AS PER THEWEIGHTS LISTED IN THE TABLE. ON SHEET
UNTILAPPROVAL OF-THE DAM SUBGRADEJ TRENCH IS OBTAINED FROM THE' ON-SITE GEOTECHNICAL
3. ALL FILL SOILS USED IN THE EMBANKMENT KEY TRENCH CONSTRUCTION SHALL.BE COMPACTED SHEET SW-2C. THE STRUCTURE WEIGHT.SHALL BE THE SHIPPING WEIGHT AND SHALL. BE DETERMINED BY ENGINEER. SW-lH THE STRUCTURE WE3GHT SHALL BE. THE SHIPPING WE3GHT'AND SHALL BE DETERMINED BY SUBTRACTING
TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY '111 SUBTRACTING. THE WEIGHT OF THE FACTORY BLOCKOUTS, FROM THE GROSS STRUCTURE WE3GHT. THIS THE ibGHT- OF THE FACTORY BLOCKOUTS FROM THE GROSS STRUCTURE WEIGHT. lHIS INFORMATION SHALL BE
(ASTM-698). E FILL-
SOILS SHALL-BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS�'L­ INFORMATION SHALL BE`SHOWN �ON THE SHOP DRAWINGS SUBMITTED TO THE ENGINEER. FOR RE EW. I F. E -SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR, REVIEW.. IF THE CONTRACTOR OPTS TO,
V1 TH -FOR THE NEW KEY TRENCH ALONG, THE CENTERLINE OF THE PROPOSED DAM SHOWN*ON THE
:.LCAST-IN-PLACE'THE ANTI-m-FLOTATION BLOCK, THE CONTRACTOR SHALL ENSURE THE EIGHT OF THE ENTIRE'
OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE - ON-SITE CONTRACTOR OPTS TO CAST-IN-PLACE THE ANTI-FLOTATION BLOCK. - THE CONTRACTOR SHALL ENSURE 4. EXCAVATE
EMBANKMENT. THE, TRENCH SHALL. EXTEND, A MINIMUM. OF 5 FT BELOW EXISTING GRADE OR 2 FT
GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO VERIFY THAT.THE PROPER COMPAC11ON LEVEL' WEIGHT OF THE ENTIRE RISER STRUCTURE. IS EQUAL TO HE MINIMUM LISTED ABOVE.
-HAVE A MINIMUM BOTTOM WIDTH OF 10 FEET. THE KEY RISER STRUCTURE IS EQUAL TO THE.MINIMUM LISTED ABOVE.
HAS BEEN .REACHED.'' THE FILL SHOULD BE COMPACTED USING A SHEEPSFOOT TYPE COMPACTOR. IN BELOW THE 24!'0 OUTLET BARREL AND SHALL
SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO'THE ENGINEER' TRENCH SIDESLOPES SHALL BE -A MINI TRENCH SHALL BE COMPACTED TO
ORDER TO PREVENT DAMAGE, TO THE PIPE, NO. COMPACTION EQUIPMENT. SHALL CROSS ANY PIPE 7. PRIOR 170�,ORDERING, THE�CdNTRACTOR MUM �OF (H: V). THE KEY 7. PRIOR'TO ORDERING, THE CONTRACTOR SHALL SUBMIT TRASH RACK.SHOP. DRAWINGS TO THE ENGINEER FOR
-THE SAME SPECIFICATION, LISTED IN ITEM. 3 OF THE SECTION -nTLEb"."BERM 'SOIL AND COMPACTION' -CONTRACTOR SHALL ENSURE THAT� AN ACCESS HATCH IS PROVIDED L "THIN THE TRASH RACK (SEE
UNTIL MINIMUM COVER IS ESTABLISHED. ALONG lHE PIPE. FOR REVIEW. CONTRACTOR SHAH ENSURE THAT AN. ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK REVIEW.
LLOW FOR FUTURE MAINTENANCE ACCESS. SPECIFICATIONS." DEPENDING UPON ON-SITE SOIL L CONDITIONS'ENCOUNTERED DURING EXCAVATION. THE :DETAIL FOR LOCATION): THAT 'WILL ALLOW FOR FUTURE MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO
(SEE DETAIL FOR'LOCATION) THAT WILL A CONTRACTOR SHALL
4. THE CONTRACTOR SHALL PROVIDE THE ENGINEER NTH REPORTS- TO VERIFY THAT THE DAM ALSO PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS HATCH. ON-SITE GEOTECHNICAL ENGINEER -MAY VARY THE DEPTH AND DIMENSIONS OF THE KEY TRENCH, AS
PROVIDE - A - CHAIN . . ING THE. ACCESS HATCH.
EMBANKMENT MEETS THE SPECIFIED COMPACTION REQUIREMENTS. COMPAC11ON REPORTS. WILL BE DEEMED NECESSARY. THE ON-SITE GEOTECHNICAL ENGINEER SHALL' RETAIN DOCUMENTATION OF ANY'�
NEEDED DURING THE AS-BUILT CERTIFICATION PROCESS FOR THIS STORMWATER FACILITY.. VARIATION FOR FUTURE'AS-BUILT SUBMITTALS. TO. THE TOWN OF MORRISVILLE..
SHALL BE MINIMUM 3000 PSI (28 DA UNLESS OTHERWISE NOTED.
B. ALL POUIRED. CONCRETE SHALL BE MINIMUM. 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED, 8. "ALL POURED CONCRETE Y)
THEREFORE� IT SHALL BE THE CONTRACTOWS RESPONSIBILITY O COORDINATE COMPACTION TESTING
PROJECT NO
THE KEY TRENCH SHALL BE COMPACTED KRG-11000
ACTION TESTS ARE PROPERLY PERFORMED DURING CONSTRUCTION. 9.'� GEOTEXTILE FABRIC FOR THE 24"0 OUTLET. 13ARREL JOINTS SHALL BE* MIRAFI 180N- OR ENGINEER APPROVED 5. BEGIN PLACEMENT OF BACKFILL WITHIN THE TRENCH. "O.OUTLET BARREL �JOINTS SHALL BE MIRAFI 180N OR ENGINEER APPROVED
g.'GE6TEX11LE FABRIC FOR JHE 24
EQUAL (NON-�-WOVEN FABRIC) TO THE SPECIFICATIONS LISTED ITEM 3 OF THE SECTION - TITLED "BERM L SOIL AND. COMPACTION EQUAL (NON-WOVEN FABRIC)� FHZNAM: KRG11000-SW
PRIOR TO USE AS FILL MATERIAL, ENT, THE CONTRACTOR SHAII PERFORM SPECIFICATIONS.". HE KEY'TRENCH SHALL BE TESTED. PER THE'SPECIFICATIONS LISTED IN THAT
STANDARD PROCTORS ON MATERIAL TO ENSURE THAT OPTIMUM MOISTURE D STORMWATER WEILAND EMERGENCY DRAWDOWNIS VIA AN 8"0 PLUGNALVE. THE VALVE SHALL BE -A M&H SECIION. AN 8*0 PLUG- VALVE. THE ALVE SHALL BE A DESIGNED BY: ...10. STORMWATER ',QUALITY POND EMERGENCY DRAWDOWNAS VIA
-ACCORDANCE NTHAWW C-504 X-CENTRiC VALVE -OR: APPROVED EQUAL THIS VALVE IS IN ACCORDANCE WITH AWWA C-504
CONTENT AND COMPACTION CAN BE ACHIEVED CONTROLLED DURING'CONSTRUCTiON. STYLE 820�X-CENTRIC VALVE OR APPROVED EQUALL THIS VALVE IS, IN
M&H STYLE 820
6. PRIOR TOL INSTALLATION, SUBGRADE CONDITIONS ALONG-.THE SPILLWAY PIPES SHOULD BE EVALUATED 'AND SHALL BE - OPERABLE, FROM TOP OF OUTLET SIR I LICTURE VIA A HANDWHEEL (SEE- DETAIL SHEET DRAWN BY-
SEC.. 5.5, � AND SHALL BE OPERABLE � FROM TOP OF OUTLET STRUCTURE VIA -A � HANDWHEEL (SEE DETAIL SEC. 5.5,�
6. TESTING OF THE. NEW - FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT, THE RECOMMENDED BY THE ON-SITE GEOTECHNICAL ENGINEER.'TO ASSESS*, WHETHER SUITABLE BEARING CONDITIONS EXIST
SHEET SW"2C). THE CONTRACTOR SHALL PROVIDE A:REMOVEABLE VALVE�WRENCH WITH A HANDWHEEL ON SW-11)). THE CONTRACTOR SHALL PROVIDE A - REMOVEA13LE VALVE WRENCH WITH A HANDWEEL ON,TOP FOR SCAM: AS SHOWN
LEVEL OF COMPAC11ON IS ACHIEVED DURING CONSTRUCTION. THEREFORE� ONE DENSITY TEST SHALL ': . . AT THE SUBGRADE LEVEL, SHOULD SOFT OR OTHERWISE-r UNSUITABLE CONDITIONS BE ENCOUNTERED
TOP,'FOR OPERATION OF THE 8"0 PLUGNALVE. A CHAIN AND LOCK SHALL ALSO 13E PROVIDED FOR AS
BE. PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT OF FILL, OR,AS
ALONG HE PIPE ALIGNMENTS, THESE MATERIALS SHOULD' BE UNDERCUT DIREC BY E OPERA ON OF,THE 8*0 PWG VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE
TED TH
SECURING THE WRENCH TO THE RASH, RACK. LS
RACK.
PLA `ADEQUATELY WRENCH70 THE TRASH DATE 12 '12-11
DIRECTED BY THE ON-SITE GEOTECHNICA ENGINEER.. GEOTECHNICAL ENGINEER. THE UNDERCUT, MATERIA SHALL BE RE CED WITH
THE ON-SITE
L FILL, LEAN CONCRETE,OR FLOWABI E FILL AS DIRECTED BY
T NO
SW
7. T WI D ALONG THE 24"0 O-RING OUTLET BARRELS AT A FREQUENCY OF ONE." STATEMENT,OF RESPONSIBILITY GEOTECHNICAL ENGINEER. STATEMENT.'OF'RESPONSIBILITY.
1 A
E PER VERTICAL FOOT, OF FILL OR AS DIRECTED BY THE ON.-SITE
GEOTECHNICAL ENGINEER.
1.� ­ALI REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY, OF THE ALL, REQUIRED. MAINTENANCE OF THE
AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY
CU
TION, PER THE.EXE TED OPERATION AND MAINTENANCE AGREEMENT FOR THIS 'PROPERTY -OWNER'S ASSOCIATION,�.PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR HIS
PROPERTY OWNER'S ASSOCIA
FACILITY., V3
0
FACILITY. CADAMS1,
FINAL-- DRA-WING NOTRELEASED FOR CONSTRUCTIO

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A
NOTES: A 1i�� 11 ° c Ip 0 ,, ° a , 4� a STEPS !N ACCORDANCE WITH
1 5' . :. �NCDOT STD.. 840.66. STEPS a �-+
L CONCRETE ANTI - FLOTATION' BLOCK TO BE PROVIDED. WITH. ,' a , i ' ' • . SHALL BE PLACED 'AT 16" O.C.
MINIMUM TEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT. •. '.� ' .' A
. . _
AI 1
A (SEE DETAIL SHEET SW H) �'
O
2. TRASH RACKS. FOR RISER AND 8" DIP. EMERGENCY DRAIN NOT .
SHOWN FOR CLARITY. " .
. ND Z" PVC
.. 0 SIPHON
TOP OF HA WHEEL
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE . TO EXTEND, INV . EL = B (12 BELOW NWSE)
DETERMINED IN . THE'. FIELD BY THE CONTRACTOR. THE VALVE 1 -FOOT ABOVE 12" UP
STEM MUST BE OPERABLE" FROM THE 'TOP OF THE RISER VIA ': TRASH RACK .
SIPHON TO EXTEND FROM .THE INSIDE
FACE OF .THE' RISER Ir'I
THE HANDWHEEL WITH AN INSIGNIFICANT AMOUNT OF PLAY IN SEE DETAIL SHEET SW -1 G FOR SIPHON DETAIL
THE .VALVE STEM: CONTRACTOR SHALL PROVIDE . . ( )
.1 5.0' . STEPS IN ACCORDANCE .WITH (SEE CHART ABOVE FOR INV. 'THROUGH RISER) W
. NCOOT_ STD. 840.66. STEPS .. . . .
. .
. ALL BE PLACED 'A 6" . O.C. . . . 'r 5H l: T 1
. . I . I 4.0' (SEE DETAIL SHEET SW -1H) . I I I . . . I . . � . � . �, .. : I . .. .. �
� � I I . . I .. TOP OF RISER EL - J. .. G
I � . ­ . . . SE ^ -
. E CHART ABOVE FOR .: i+l C
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TOP OF RISER ELEV.) .
. . . . r^ 111. . .
A M1 0
a ji/i
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Z "� ,PVC SIPHON ..
INV EL' _ .B :.. o CONTRACTOR SHALL PROVIDE
6" MIN. WALL .. . '.. (12" BELOW NWSE) � , 4 . STEPS IN ACCORDANCE WITH R
THICKNESS (TYP.) SIPHON TO_ EXIEND 12 ". ,. NCDOT STD.'.840.66. STEPS
.. . UP FROM THE INSIDE FACE , a : SHALL BE PLACED AT 16" O.C.
OF THE RISER
. (SEE DETAIL SHEET SW -1H)
.. " . ` ' q (SEE DETAIL SHEET S*AG a f''1 . 9. �
4 (iYP.) 0
. .
FOR SIPHON DETAIL) .:. � �
(SEE CHART ABOVE FOR INV:
• . 'THROUGH RISER)
CONCRETE COLLAR
4" SOLID BRICK ," ` - . : , (TO BE CONSTRUCTED IN THE .
• ` y � " FIELD BY THE CONTRACTOR,
(BY OTHERS) • ' . . . . ..�
NOTE: BRICK SHALL ` (SEE CHART : r SEE DETAIL SHEET SW -11)
. SEE CHART
ATTACH AND LAY TIGHT . . ABOVE' FOR G - H { ABOVE ,e � I . 4 1 1 1 z . I
AGAINST PRECAST a'; .. , . RISER HEIGHT) WEIGH) . 6
FOR TOTAL (� N
STRUCTURE USING BRICK `. A' . . .
TIES WITH NO .VOID .
A DE STE p
SPACE BETWEEN
.
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.
8" EM .
EMERGENCY DIP DRAIN �+
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q, .: FOR DRAIN TRASH _ . .
• A FLOW =ow
. .. . . .
RACK DETAIL)
1 0 -2" . 1. MID.) A+ 4 • 0.50' CONCRETE . ... O .
° .4 ' q . ANTI- FLOTATION �: :" r�
e . ° • A' . . . .BLOCK e e .e . . PRECASTER SHALL V er a A
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(SEE CHART ABOVE e° . . ♦ ''.: A .a, , .. b . :4 °: q• �' A ' •',e e.. . d1"�►OO -RIING RCP .L I ° e PROVIDE A
FOR THE 2
FOR ANTI - FLOAT : F 4j a .. A ¢ _ .. • ' e . a .
BLOCK THICKNESS) . .
. • A • d ' A. e• •• . A `4 • • .. . .. .v q. •.A . . G4•. :a a• • ° . . 4 a ,;:. a ;. d :e • • " PROJECT NO. KRG -11000
. . -0. ° :° .� ' ' I .. •'A ' d' 'i • -`.. . • . a' . : . 8 PLUG VALVE. THE VALVE ... � , _L 1 . .' H
S ALL BE A MdcH STYLE 820 Fusxex�: KRG11000 -S
. 8" EMERGENCY X- CENTRIC VALVE OR 1. . DIP DRAIN .. APPROVED EQUAL THIS VALVE nESJOrnn ter:
. . 11 . 8 "� DIP
SHALL BE IN ACCORDANCE 6�
. .. CO - -
DRAIN PIPE yy11}I AWWA C 504 SEC. 5.5 nRn�rx air:
CONTRACTOR SHALL FORM E 8 "0 RD AND 'SHALL BE OPERABLE. E31 I
B" MIN. BASE INVERT'.OF. RISER STRUCIURE CONTRACTOR SHALL. SEAL IN THE FROM TOP OF OUTLET SCALE:
THICKNESS (TYP.)
. EINFO
SRTN�` #8 PLAN VAT
TO .DRAIN P051TiVELY TO THE PIPE PENETRATION ..' •STRUCTURE VIA A HANDWHEEL
INVERT OF OUTLET BARREL' USING-A RUBBER BOOT,
1 ". = 20' USING NON- SHRINK GROUT . AND. STAINLESS STEEL 1. OMIT REINFORCEMENT IN 'THIS DATE: 12-12-11
` .ARE emsmi
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SEE DETAIL SHEET SW -1 H III _ I -1 (- _ - - - _ ____ - I I -1 11= _ _ = I I -I I 1 -1 I I- III -III- - - - - - - - - - _ _ - _ _ - _ _ - _ - - -J - - - - _ ;
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CONCRETE . . - II1 =1II III _III - III - III - III= III - III -1114 II III- III - III - III - III = III = III =III =III - III - III =III -1I III =III -III-
. ANTI - FLOTATION BLOCK . . .. 1 I , I -1 11_1 I 1 -1 I I -I I I -I I III i I -' - - _ - _ _ _ _ _ - =1 I I :L 1 . 8 1. -1 ,- I I 11j --III I _ _
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- - 1 I LASS 'B' RIP
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CONCRETE CRADLE
INVERT = .372.00 KEY TRENCH SEE BERM AND 14 W
8 DIP DRAWDOWN ( NON -WOVE I I t Tl 1
_III III III. II
P
12LX X2 TI
( DETAIL ET S - ATI
.DRAIN; ® 0.00% . SOIL COMPACTION SPECIFIC OHS, . .. ,z .
SEED L SHE W ' 11)
( ) " SHALL BE PLACEDEAROUND�EAICH W-
050 8
" . , 8 PLUG VALVE. THE VALVE .. . DETAIL SHEET .SW -1A) JOINT OF THE 24"0 0 -RING RCP . H S >
INV. _ ; 372.00. I 1.
4442
SHALL BEAM &H STYLE 820 KEY TRENCH TO BE PROVIDED N . 1. X- CENTRIC VALVE OR APPROVED P R TH 1. i S CENTERED. N Z i
.:.. _ EQUAL. THIS. VALVE SHALL BE IN GEOTECHN CALCENGINEERE INV 24 "O 0 -RING O o 1. ITE
. ., , ACCORDANCE WITH AWWA C -504 : RCP EL. 370.0 -11
. SEC. 5.5, AND SHALL BE .
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OPERABLE FROM TOP OF OUTLET ., :. m i
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.. . .. . STRUCTURE VIA'A HANDWHEEL . . 11 , " .
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.
INV =. EL: 361.0 (12" BELOW NWSE) B
. " : . (TO E CONSTRUCTED IN .
SIPHON TO EXTEND. 12 .UP FROM THE INSIDE THE FIELD BY THE CONTRACTOR . COMPACTED BERM SECTION .
FACE OF THE RISER 1 SEE BERM AND SOIL
SEE DETAIL SHEEP SW -1G)
.. _ 10 FT. WIDE NIMUM -`'-. . . . .
(SEE DETAIL SHEET SW 1F FOR SIPHON DETAIL) COMPACTION' SPECIFICATIONS
PROPOSED GRADE,
. . 1. . .
.
TOP . OF DAM = EL 368.00 11 . .
. ... .. . 1. . .
100 -YEAR STORM := EL. 366.77 . . . . SPILLWAY FlLTER
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.
SEE DETAIL SHEET
3'.
.
10 -YEAR STORM = EL. 3fi5.28 .
6" COVER 1 11 r 3 SW i H} a
.
1
TOP OF RISER = EL 364.50 1 -YEAR 4TORM - X64. . (MIN.)
..
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ENDWALL PER NCDOT STD. 83
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_I =1II =1I =_- = =I =1II =1II =1ihII1= III =III =I =---= -_ -_ -_ == -- 4444 -- _ -- - _- 4444 -- -
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o _ _ _ III - III - III - III -III _ _ 1_111_111 -III- I =1 _ _ _ _ _ _ _ _ _I
________ _____ _ __ _ I I I III III III III III 1 I I III I I I_I I i_I I I_I I I 1 I i_I I I_I I I_ I I -I i 1 =1 I i -1 I I -1 I I_l 11 =1 11 =1 I I_ I I -1 I I -1 i I x 11. I r WITH TRASH RACK I = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ - - _ - i
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SEE DETAIL SHEET SW -1 H - - - - - I I I -III I I I_I 11 1 I 1- III -III -111_1 - - - - -
( ) y1FI _ __ __ _________ __ _____ ___ II1 I I hI I I �I 11 =1 11 =1 I I III i I I I ;I I LEI 11 =1 I I -1 I I =IIL =1 1 1=1(1 I I 1 =1 I I -I I I_I 1 I_ i I I -I I I_I I I -III LI I_I I I -1,
= _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - _ _I
P I III III III I I I_I I III III -1 I I I_I I I_I I I_I I I_I I I_I I I_I I I_I 11 =1 I I_I 11_1 11 =1 I I_I I I -1 11 =1 I=
__ I i I I III -I I I_I I I -I I I_I 11 .' I I -I I -1 I I -1 I I -1 I I -1 I I I I_._I I I_I I I -1 11 -1 I III -1 I -_ ______ _ _
_ , I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I III III -i I I -I I I_I I I_ I I -III III III l I I III - III- -I I -1 I I -1 I I�- -III -1 I 1 =1 I I- -III -1 I I_I I III -I , III =11 1= III =III= III= 11 =11 - =1- I III.III= II-- ___ - - -- III -111--------- _--_ _______ __ __ __ ____ -_ _______ -_-
�, CONCRETE _ _ _ _ _ I III , . I -III -III III III III - III -1 I I_I I I- -1 I I -III -I ! I_I I I- III -I I I_I I I_I I I- - _ _ _ _ _ _ _ _ _ _ ._ _ _ _ __
1 " _ _ _______ I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I II_I 1 I I 1 I I III I I i I I I_I I I -1 I I -I I I -I I I -I I I_I I I III -I I I_I I I- III - III - III - III -III -i I_I I I-
ANTI- FLOTATION, BLOCK =1 I 1 =1 I 1 =1 I I 1 I ( =1 Ill III =1 (I- 24 CLASS III O =RING RCP I- - - - - . -I I - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
III I I I_I I I_I 11 =1 I I -1 I I_I I h I�I I I_I 11 =1 I I_I 11 =1 I I -1' I I_I I I_I I I -III _ _I i I_ _I I- _'
' -111- - = I I ' ' INVERT = 358.50 - - - - - - I_ _ _ _ _ _ _ _ _ I I I I I_I I I -III I I I_I I I- III =1 I I_I I I_III -I 1 I -I -I i 1 -1 1 -1 I I- III - 111 =1 I 1 =11 III -1 I I- III -f I I -1 I I-i I -I I -111 - 11-
.. o . . .. I I I- I I =1 I 1 . I I i- - - - - .I 11- - - - - - - - _ _ _ _ _ _ - _ _ - _ - _ _ - - - _ _ = - -
. - - . . . 1 111 -I I I- III, -, I I 1 -1 I �= III= - . _1 I I -III -I 11 =1 I 1 -1 I I -I.I I -III -111 -III III_ - III =1 I I- III -I I - - - _ -I I I . I I I _ _ _ I_I I I -I l _ _ - VELOCITY DISSIPATOR. Q: ,
. 1 1 1 -111 I - - - - -, I t- - - - - -III 111 111 III, , ,III . I I . t . l l l „111111,1111- ,III -t 11 -111.. I I , I III III -111- III ^III -I I I- I r
c .. 8" - DIP DRAWDOWN .. I -III- - I -III III_ _ - - - - - 11- 1- - - - - =1 i NCDOT CLASS B .. RiPRAP
p III 11 -1 -11 111 - 111_111 -I I 1 -� I; , III -I CONCRE CR D .III - III -i I I -I I I_I I I- . t " �„)
DRAIN (® 0.00 %). Iii I-, TE. ALE
(- - III- -I I' I- - I 12 L X 14 W X 22 THICK
INV. 358.50 8" PLUG VALVE. THE VALVE - - - - (SEE .DETAIL SHEET SW -11) INV. 24 0 ,0 -RING -I (I -III_ I I ' 050 • = 8"
- .. 1 IIII1� -1
fv SHALL BE A M &H STYLE 820 . . P = 8.
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. NON -WOVEN GEOTEXTILE FABRIC . {SEE ET -1 H) ..
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X CENTRIC VALVE.
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3 EQUAL :THIS VALVE SHALL BE IN ' . . CE „ AR . . . 1. SHALL BE PLA OUND EACH
DETAIL SHE SW
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NT OF THE 24 4► 0 -RING RCP . 1.
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OPERABLE FROM TOP, OUTLET
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BARREL I IDE ST S .: RG 11000
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..STRUCTURE VIA A HANDWHEEL
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KEY TRENCH (SEE BERM AND DESIGNED BY. '
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THE FIELD BY THE . CONTRACTOR, I I �
{ cI'O FT. WIDE ' r IMUM !L r =`� I (SEE BERM AND SOIL W 11 . SEE DETAIL SHEET `SW -1 G { : ..., I' , } -'- COMPACTION ' P CIFICA71ONS o
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TOP OF DAM EL 358.00 �r'T �"` \,, I (SEE DETAIL SHEET Z
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ENDWAII' PER NCDOT STD. 838.80
0- II `�� _ _. _ SEE DETAIL SHEET SW -11H) H . i 1. 1O YEAR STORM Eh 355.67 Ll• -• �'.. �- ^
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NORMAL WATER SURFACE EL. = 352.00 .• 7� r%� MIN. : ¢'.
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-I -I �:: ,: �.�i� r .> , •• }�,"��:.... III - III - III -I 11= _ - - - - - _ - - - - _ _ = - - - - - - - - - - - - - - - - - - - - - - -I .
{ _ _ _ _ I I I I III III III I i I III I I I_I I I ^III -I I I_I I I_I I I -III III - _ _ _ • _ -I
,� ! ____________ I1 ^I I I-1 I I_ I -111_1 11 =1 11 ^I 11 =1 11' =1 11 =1 I I I I_1 I I_ I 11_1 f 1 -_fi I P! 1lll 11 I= _- I I Ill= I_ k I- III -I I I_I I I_I I I I I I_I I I ^III-
=1 -II 1 = - - - - - - - - - - - - - - - - - - -- - - - - _ _ _ _ _ - - - _ _ _ - _ - - _ _ - _ _ - . i.
= =1 I I III ^III I I 1 -I I I_I I I -i I I -I 1 I -i I I_I I I_i I I- III - III - III -III -I I I -1 I I -I I I -III_ ,_____ _ _ __ -_ =
. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i-- I �I I I -1 I I I I I I I_I I I III III III - III -1 I I I I�I I I III ^III -i I I ^III -1 I I_I I I- III - III -I I 1 III -I I I_I I I- III - III -I I i I I -i I I i .
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- - - - = I- I - _ - - - - - _ - - - -III- i I I- - - - - - - - - - - - - - - - - -_ -_ - - - - - - _ - .
Iii II -IiI III -III III - III -I- - f= - - - - - - - = = -1II- -ICI= - - - - - = -_ _- - = - - - - - - - - - - - - - - - -���- >
II III III III III III III III III III III __II ____- _ _ _II__ ..
_ _ I f I 1 I I I i I -III 11 I I I 111 -III 1 I I -i I I III - III -I 11 III I 111 -1 I I -I I I_I I I -I 11 -1 I' I -111 ^I I t ^i - III ^IIi - III -1 I I -1 11- I_ •• W
- - ' } } -III -I I I- _ I I - - - 17 .
I I -� I I -i 11 =1 I I I 1 =111 =1 I I- ' =I I. -I 11 =1 I I -III III = = -_ I I -I �__ - - -_ =1 I I- I -I 11- -III -' I I 11 -1 11 =i i �_ __ -� k =� I i= - =1 I I- ' -I I -I } c W. .
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:
346.50 .. DETAIL SHEET SW -1
OCITY IS R .
E DETAIL W- ' D SIPATO ,
. .. } IN 24"0'0-RING = .: a
. - NCDOT CLASS B RIPRAP
,
KEY TRENCH BE PROVIDED
RCP EL. 346 0 J „
, . CONC n .'. PER' THE DIRECTION CTION AOF THE SITE . _ 12 L X 14 W X 22 THICK
(S E D L SHEET S 11
RETE
. E 8"
8 PLUG VALVE. THE VALVE
. . , ANTI- FLOTATION BLOCK '. .. ' . GEOTECHNICAL ENGIN ER D50 =
. SHALL BE A M &H STYLE 820 .. - 'E
. . SHEET
..
. . . . X- CENTRIC VALVE OR APPROVED SHALL* BE PLACED AROUND.. EACH (SEE DETAIL EET SW I H) [-
. . EQUAL. THIS VALVE • SHALL BE IN,' JOINT OF -THE 24 "0 O -RING. RCP 6, w
8" DIP. DRAWDOWN , r ACCORDANCE WITH Am C -504 : BARREL IN' 2' WIDE' STRIPS � w '. � i . 11 . S .
. DRAIN 'a 0.0ox EC. 5.5, AND SHALL BE : CENTERED ON JOINT. .. I, Q'i '
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INV. = 346.50 OPERABLE FROM :TOP OF OUTLET ; , ' . . . ' , . ., E-I
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STRUCTURE VIA A FIANDWHEEL. w . U1
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ENDWALL DIMENSIONS
FT.
MINIMUM.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MEN: /MAX.
MIN. /MAX.
PIPE DIA.
BAR SIZE
HI(FT.)
H2(FT.)
D (FT.)'
W2 .. .
1.0
45 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75.,
3.00/3.75:
5.50/6.00
1.25
#6 @ 81.'
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4:25
1.60/2.50
3.50/3.75
6.50/6.75 .
2.0
45 @ 8"
1.50/2.50
4.0014.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00 /6.00
2:00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5.
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
'12.00 /13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50''
6.50/6.75
13.00/13.25
4.5 ..
45 @ 8"
4.00/5.00
6.50/8.50
3.2514.00
7.00/9.25
13.50/15.75
.5.0
#5 @ 8"
4.5015.00
7.00/8.50
3.25/4.00
7.2519.25
13.75/15.75
5:5
#5 @ 8"
4.50/5.00
7.50/8.50
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CONCRETE I' _ - - - - - - IF-91 - t �r.• , .y „'.:, t.t? ; ti• •:r;.... .3 .,tr:4... •r••. r.�: rc, `�
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s•, •C>.. •� :!? q. •r _1= •r'r• i+. Z'.'s• ^•. t• „. F.a %fri "1• ".s;', t
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I. , .III III III I I I_I I I- III -I I - -
III - III - III -I I - _ _ - - -
I i I I! I I I i � �.� ^ {�f�;..t,f' =.::,,..:.... �.rir+. •;t, k., L.:. .. F
I L•.- III - III -i I I- III -III- _ _ :� ,.l.:ti:•::. ,. lr•• ,..
an :%tw•tr +C•n•: •t',a byr+ b, .. , R. .rr},rfS'- r4.h }i`:�• ;! (�,,fls:+ ° ° ° °
_ • .S .'?,.__ 7. .. nrPr r'••�},` -.h: c'T7fir .Jr+,.• ti!":.. x.a¢?y,.
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- - _
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- III - III - I I- III - III - III -III -I _ _ _ _- d
-I 1 I III s I I- - - - -_ ' ._ = � -. - - - - - i..r +a� •.:.: �+.�,,,�
8 ". DIP. DRAWDOWN ' ' ': I I I_I I ( III -1 I I_ I_I I I_k I I -I I I_I I I_I I I =1 I L-= 1 =1 ! = r. _ - - - - - - - - Y, } .. r.M � ir•�,r � ° °
DRAIN (® 0.00%) - - -
INV. : 364.00 24 „ CLASS III O-RING RCP ,
III -III ; I 1 -1 I I_ III III III I I I- -
- III -III' - - 1k 1I I 1 _ _
- - - - - - - - - - - - - - -
Z
INVE RT _' 364.00 O
-
.III 1� ,III- -1
- -
III I -
8 PLUG VALVE. THE VALVE I
I I.
KEY TRENCH .AND SHALL BE A M &H STYLE 820
SOIL COMPACTION
SPECIFICATIONS,
_ SSIPATOR
X- CENTRIC' VALVE OR :APPROVED
VELOCITY DI
DETAIL SHEET SW 1A) NCDOT CLASS 1 RIPRAP
EQUAL THIS VALVE SHALL BE IN LACED AROUND�EAICH � (SEE DETAIL.. SHEET SW .2E)
JOINT.. OF F "
16'1 X 18'W X 22" THICK
R _ SHALL wBE THE 24. s� 0 -RING RCP '
'ACCORDANCE WITH AWWA C 504
KEY TRENCH TO BE .PROVIDED' I
" D50 ._ 10.
SEC. 5.5, AND. SHALL. BE BARREL IN 2 WIDE STRIPS INV 24"0 0 -RING
PER THE DIRECTION OF THE SITE
OPERABLE FROM TOP OF 0 IC CENTERED ON JOINT. _ (SEE -2D)
OUTLET RCP EL 356.0
STRUCTURE VIA A' HANDWHEEL.
GEOTECHN Al: ENGINEER
"
SWN" #2 PERMANENT DAM CROSS SECTION
N.T.S.
a
w
-
zz
o:
0 E
TOO OF HANDWHEEL TO EXTEND
1 -FOOT, ABOVE TRASH RACK'
APPROXIMATE LOCATION
COMPACTED BERM SE C
TiONOF EXISTING GROUN D .
TRASH RACK SEE BERM AND SOIL
(SEE DETAIL SHEET SW -2C) " COMPACTION SPECIFICATIONS ..
M ON SHEET S W-
S 1A) ,
10 FT. WIDE MINIMUM
CONCRETE COLLAR
2.5 "0 PVC SIPHON : (TO BE CONSTRUCTED IN. • `"�'.,
TOP. OF DAM EL. 365.00 INV = EL' 359.0 (12" BELOW NWSE
THE FIELD BY THE CONTRACTOR
" ),. SEE DETAIL SHEET S - -
SIPHON TO EXTEND 12 UP FROM. THE INSIDE W 2E}
FACE _Ot? THE RISER
1�
.- .,�f�i', I - - - - _ _ SPILLWAY FILTER
_ ,.. PROPOSED GRADE. _ "
(SEE DETAIL SHEET
' 100 -YEAR STORM = EL. '363.55 (SEE DETAIL SHEET SW -2C FOR SIPHON DETAIL) 38
_ -III II- III_ III -III -I -- - sw -2D .8
is TOP OF RISER EL. 363.00 10 YEAR STORM EL. 363.03 3` ) NDWALL PER. NCDOT STD.
(SEE DETAIL SHEET SW -2D)8
0.
ORIFICE. TRASHRACk
".COVER '
a
(SEE DETAIL SHEET SW -2C FOR ORIFICE' J ,; • (MIN 12" CO
.
- - - - VER
A S - 3Q
`IU-
1 -YE -R NORM EL �61. a +
TRASH RACK DE
TAIL - I_III- III_IlI =1 =
.: uL-1L
..r. • , I - (MIN.}
1" WATER QUALITY STORM = EL. 360.93 -
so- -
N .. ..
II- ,�III�
NORMAL WATER SURFACE EL. 360.00 "
0 1.2 X 0.25 ORIFICE y=' •CI
INV EL. -. 361.00 .:.
:0" S P 0 ,• , ,. DEPTH VARIES
- (SEE. DETAIL SHEET' SW -2C FOR ORIFICE
sr �� ••ay,`,`
3 TRASH -RACK DETAIL) -�
9 . w 60 LF CLASS ' III 24"0 0 -RING RCP
ASTM
C76
LATEST
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24"0 0 R G RCP INVERT EL. 57.00 '
s i .r 1 .. trl ttJ ,. } ••
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TRASH RACD K = I I -s I : I -/ I I I_ I I I -J III- rI- • •• .. I.1� I I - III- III III - II! III -III I L I -I II 1 ! i- III III - III 1 I I =Iii 1 I I -ICI
III
I I I
-- - - - -
- - _ - - - - •_ - - _ -
I I - - I - I -- I
( SEE DETAIL SHEET SW -28 d EM ERGENCY DIP DRAIN
WITH
1 11=
_____ _ i i L-._ I I•_ -III I I I_I 11 =1 I I I I I_I I I_I I I_I i L_._I I I -1 11 =1 I I i I I -1 I I- III - III -1 I I -1 I I -1 I III_. -.-I I I_I I I -I
_ - - - -- _ -_
E -
I I -I I I_I I I_I I I- III -1 11 =1 I I III -1 I I -I I I_I I I -1 I I- III -III I I I =1 I I -1 I L- =1 11 =1 11 =1 11= 1 =1 = -_- - -- -- - - -I
- -- - - - -- I I 1 1 1 1 ! 1 1 I�I I i -I I I I I_I I I -1 I I -I 11 =1 I I -III -I III -III_
$ CONCRETE
8" I I _ I I I i _ I1 1I1 I
_ I1 11 =1 11 - 1 1 1 - I I I 1 .I I_ _i I I _ I 11 _ 1 1 1 _ 1 I I _
II _ i 1 I I ! L - III 1I 1 1 1 I i II II I - _I I III II I - _I I IIII
1 I I T I I I- - I ! IC I I I - - I I I - III -'1 • -.I -. I - - 1 I I I I - 1 - _ III - I � -- I '
I
-I I
VELOCITY
DISSIPAT
OR ANTI - FLOTATION BLOCK I l NCD OT C LAS S LB , R
IP
RAP
- 12 L X 14 r W X 22 r THICK
.I=_I I - INV 24 " 0 O -RING D50 = 8 DIP DRAWDOWN CONCRETE CRAD LE
DRAIN (0 0.007.) (SEE DETAIL SHEET SW -2E) RCP EL 3 5fi 0 (SEE DETAIL. SHEET SW -2D'
KEY TRENCH )
. INV. 357.00 24" CLASS III O -RING RCP SOIL COMPACTION SPECIFICATIONS ' BERM AND
tm INVERT = 357.00 DETAIL SHEET SW - 1A )
" PER THEN DIRECTION OF�THE SIZE GEOTEXTIIF
NON
PROJE
0 8 PWG VALVE. THE VALVE SHALL BEE
ENGINEER PLACED AROUND EAICHErt
o SHALL BE A M &H STYLE 820 R JOINT OF THE 24 "0 O -RING RCP
GEOT
5 X- CENTRIC .VALVE OR APPROVED BARREL . IN 2' WIDE STRIPS
DESIG
_ CENTERED ON JOINT. DRAWN
EQUAL THIS VALVE SHALL BE IN
ACCORDANCE WITH AWWA C-504 .
SEC. 5.5, AND .SHALL BE
€ OPERABLE FROM TOP. OF OUTLET
o ,
STRUCTURE VIA ,A HANDWHEEL.. DATE:
0
SSE
ET
SVJW #4 PERMANENT DAM CROSS SE
CTION
N.T.S.
FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
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a
CT NO. KRG -11000
- ' KRG11000 -SW
= HY: B I
,orr Dr:. B
AS SHOWN
12- 12-•11
NO. A'' f_2B
MCADAMS

---- ----- - - - _ _-_--- - ----
4"'. SOLID BRICK.
(BY OTHERS)
NOTE: -BRICK SHALL ATTACH
4 "W PVC SIPHON:
AND LAY TIGHT AGAINST
PRECAST STRUCTURE USING : INV. EL. E
BRICK ,TIES WITH NO VOID
4" PVC CAP WITH "((SEE CHART ABOVE FOR
SCREW TYPE PLUG SPACE BETWEEN INV. ELEV.)
TOP EL. A
7—SEE CHART ABOVE —2,5' ` _4 "0 PVC SIPHON'
INVERT EL. = E (NWSE)
=�1
........... 111 V
( SEE DETAIL'SHEET SW­2C. FOR ORI;c�
: . �*
TAIL) DIMNSON
TRASH RACK DE
SEE CHART ABOVE FOR ORIFICE DIMENSIONS
X' X Y' ORIFICE SWIMF # B DT= T MUCBES) G MEEII H W= J (FEEll P "El BEII R (MM X YOM= Z W=-
AND INVERT ELEVATION
(F
J"O GRADE 8" ON)
INV EL. = Z
369.00 2.0 0.5 370.00
2., .367.00 25.0 7.5 10.08 -,371050. 1.8 0.4" -
-2C; FOR ORIFICE
CONCRETE LAG (SEE DETAIL SHEET SW
25 561.00 : -N /A -NIAL N/A- -
:,d TRASH RACK DETAIL) 4 359**00 22.0 6.0 8.3& 363.00:
STAINLESS STEEL
SCREW 4 *2
ORIFICE DIMENSIONS
4. (SEE CHARTABOVE FOR
AND INVERT ELEVATION)
WE A, 1,4"i 4 EMERGENCY DIP DRAIN.
GALVANIZED .STEEL , -A (SEE DETAIL SHEET SW -2D FOR
STRAP (4 PER', .-4: DRAIN TRASWRACK DETAIL)"
• .
45
• F
RISER JOINT)' w FJSER EME If .,=ON
SSW
# WEIGHT
3.0"
4
mn 2 28,000 LBS
MA'
24"0 O-RING RCP .23,900 LBS
8.0' 5. C
0 13
2. TRASH RACKS FOR RISER, ORIFICE, AND. 8" DIP EMERGENCY.
DRAIN NOT SHOWN FOR CLARITY.
TOP OF, HANDWHEEL PVC SIPHON
3. THE. NUMBER OF. GUIDES FOR THE VALVE STEM SHALL BE: TO EXTEND, INV EL. = B (120, BELOWI�NWSE)
DETERMINED IN THE FIELD BY THE CONTRACTOR. THE VALVE I -FOOT. ABOVE SIPHON TO-EXTEND 12" UP'FROM, THE, INSIDE'
STEM
MUST. BE OPERABLE FROM THE TOP OF THE RISER VIA TRASH RACK FACE
OF. RISER. -
THE HANDWHEEL-WITH AN INSIGNIFICANT AMOUNT OF PLAY IN
THE VALVE STEM.- CONTRACTOR SHALL PROVIDE .(SEE DETAIL SHEET SW -2C � FOR SIPHON DETAIL)
STEPS IN ACCORDANCE WITH (SEE CHART ABOVE FOR INV. THROUGH RISER)
5.0' '' I I
P" X Q" ORIFICE---\ 1--a! ow . / NCDOT STD.* 840.66. STEPS'
0
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PROJECT No- KRG-110
KRG11000 -SW
DESIGNED By:_ BI
DRAWN BY-
[31
AS SHOWN,­.
DATE: -12-11:
12,
SHEET NO
SW -2C
DBMNSION'
A (FEETI B
B CME11 C
C ME11 D
D
gHES E
E
2 3
368.17 6
661900 3
366.17 4
4.0 3
368.00
( SEE DETAIL'SHEET SW­2C. FOR ORI;c�
: . �*
TAIL) DIMNSON
TRASH RACK DE
SEE CHART ABOVE FOR ORIFICE DIMENSIONS
X' X Y' ORIFICE SWIMF # B DT= T MUCBES) G MEEII H W= J (FEEll P "El BEII R (MM X YOM= Z W=-
AND INVERT ELEVATION
(F
J"O GRADE 8" ON)
INV EL. = Z
369.00 2.0 0.5 370.00
2., .367.00 25.0 7.5 10.08 -,371050. 1.8 0.4" -
-2C; FOR ORIFICE
CONCRETE LAG (SEE DETAIL SHEET SW
25 561.00 : -N /A -NIAL N/A- -
:,d TRASH RACK DETAIL) 4 359**00 22.0 6.0 8.3& 363.00:
STAINLESS STEEL
SCREW 4 *2
ORIFICE DIMENSIONS
4. (SEE CHARTABOVE FOR
AND INVERT ELEVATION)
WE A, 1,4"i 4 EMERGENCY DIP DRAIN.
GALVANIZED .STEEL , -A (SEE DETAIL SHEET SW -2D FOR
STRAP (4 PER', .-4: DRAIN TRASWRACK DETAIL)"
• .
45
• F
RISER JOINT)' w FJSER EME If .,=ON
SSW
# WEIGHT
3.0"
4
mn 2 28,000 LBS
MA'
24"0 O-RING RCP .23,900 LBS
8.0' 5. C
0 13
2. TRASH RACKS FOR RISER, ORIFICE, AND. 8" DIP EMERGENCY.
DRAIN NOT SHOWN FOR CLARITY.
TOP OF, HANDWHEEL PVC SIPHON
3. THE. NUMBER OF. GUIDES FOR THE VALVE STEM SHALL BE: TO EXTEND, INV EL. = B (120, BELOWI�NWSE)
DETERMINED IN THE FIELD BY THE CONTRACTOR. THE VALVE I -FOOT. ABOVE SIPHON TO-EXTEND 12" UP'FROM, THE, INSIDE'
STEM
MUST. BE OPERABLE FROM THE TOP OF THE RISER VIA TRASH RACK FACE
OF. RISER. -
THE HANDWHEEL-WITH AN INSIGNIFICANT AMOUNT OF PLAY IN
THE VALVE STEM.- CONTRACTOR SHALL PROVIDE .(SEE DETAIL SHEET SW -2C � FOR SIPHON DETAIL)
STEPS IN ACCORDANCE WITH (SEE CHART ABOVE FOR INV. THROUGH RISER)
5.0' '' I I
P" X Q" ORIFICE---\ 1--a! ow . / NCDOT STD.* 840.66. STEPS'
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PROJECT No- KRG-110
KRG11000 -SW
DESIGNED By:_ BI
DRAWN BY-
[31
AS SHOWN,­.
DATE: -12-11:
12,
SHEET NO
SW -2C

NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND
SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A MINIMUM
4" THICK LAYER OF STONE (NCDOT . #57) UNDERLAIN. WITH MIRAFI `
FILTER WEAVE 700 OR APPROVED EQUIVALENT
°m
0 '0
NOTES: .
INSTALL ALL STEPS PROTRUDING 411
STEPS DIFFERING IN DIMENSIONS,
FROM INSIDE FACE OF STRUCTURE WALL.
a
N
H Z
CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
T HE ENGINEER WITH DETAILS OF THE.PROPOSED STEPS AND HAS RECEIVED. WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH. STEPS.
Q Q
�t
cn C)
PIPE DIA.
BAR SIZE
H1 (FT.)
H2(FT.)
,
W1..
W2 '..
1.0
#5 @ 8 ""
1.25/2.00
2.00/3.75
HZ
I
5.50/6.00
1.25
#5 @ 8"
LL._J "Z
X-n>>m
LL
3.50/3,75
6.50/6.75'
1.50
¢pC O
Cn o
n
:m
3.50/3.75
6.50/6.75
a t7
o
ZN-"n
1
4.00/4.75
1.75/2.50
4.00/4.25
~OuJ
2.5
#5.@ 8"
2.50/3.50
4.00/6.00
2.0013.00
1=-
10.00 /11.50
3.0 .
#5 @ 8"
3.00/3.50.
5.0016.00
2.75/3:50
cn
r
3.5
#5 @ 8"
3.25/4.50
6.0016.75
3.25/3.50.
6.00/6.75.
12.00113.25
4.0 .
#5'@ 8"
3.50/4.50
6.50/7.00
3.2513.50
6.50/6.75.
13.00/13.25
.4.5
PLAN
SIDE
6.50/8.50
3.25/4.00
PLAN"
SIDE
5.0
ELEVATION
4.5015.00
7.0078.50
3.25/4.00
ELEVATION
N
5.5
#5 @ 8 "."
4.50/5.00
7.50/8.50
3.25/4.00
\d
14.00/15.75
6.0
®
rn
I� Iµ.-
I I trT -
7.50/8.50
3.25/4.00
cc
0W
Z. H
I 11_011
I•`' 1412"
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A
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CAST-IRON
CAST IRON
z
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ELEVATION
ELEVATION
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❑ J.m
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i ". Sgt"
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'.' p
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PLAN .
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POLYPROPYLENE
SIDE PLASTIC
SIDE
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ELEVATION
COMPOSITE
PLAN..
-
ELEVATION
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REINFORCING STEEL
12
ELEVATION
.
- #3 DEFORMED
1211
ITE:
NOT USE IN
STEEL ROD
SECTION'A -A
ELEVATION.
NITARY SEWER' MANHOLES.
SHEET 1 OF 1
SHEET 1 OF 1
840.66
840.66
g
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
PIPE DIA.
BAR SIZE
H1 (FT.)
H2(FT.)
D (FT.),.
W1..
W2 '..
1.0
#5 @ 8 ""
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75:
5.50/6.00
1.25
#5 @ 8"
1.2512.00
3.0013.75
1.2512.00.
3.50/3,75
6.50/6.75'
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5.@ 8"
2.50/3.50
4.00/6.00
2.0013.00
4.5015.50
10.00 /11.50
3.0 .
#5 @ 8"
3.00/3.50.
5.0016.00
2.75/3:50
5.2515.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.0016.75
3.25/3.50.
6.00/6.75.
12.00113.25
4.0 .
#5'@ 8"
3.50/4.50
6.50/7.00
3.2513.50
6.50/6.75.
13.00/13.25
.4.5
#5 @ 8"
4.0015.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.5015.00
7.0078.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8 "."
4.50/5.00
7.50/8.50
3.25/4.00
7.2519.25 '
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25.
14.75/16.75
SHEET 1 OF 1 XT
M 2' IIN
` SHEET 1 OF 1 ..FABRIC OVERLAP : TO BE 'A MINIMUM THE
SS8 . SO DOWNSTREAM DIRECTION. "
38'. SO 4 0 WEEPHOLES ON EACH 'SIDE OF
— F 4 "0 W
_ SPILLWAY—INVERTS LES
N0.`67.WASHED STONE
ENCASED IN NON WOVEN SPILLWAY IN 0 EEPHO TO ;
E
PLACED Pj2 ABOVE INVERT OF 24" RCP.
� OU 'ENDWALL D " 80N OR EQUIVALENT) IRA 4 "0 WEEPHOLE PIPES SHALL BE
ETAIIS 24 RCP SPILLWAY FILTER - DETAIL ) F
N.T.S. ANDFSOLID DOUIS DEGTHEHSPILLWAYAFILTER FILTER
FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
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PROJECT No. KRG -11000
FILENAME: KRG11000 -SW
DESIGNED BY. BI
DRAWN BY: BL
scALE:
AS SHOWN
DATE: w 12 -12 -11
NO.SW -2D
FM I . 0i

i�
NOTES:
S
••
°
d -
d
a d •
:
1. ALL REBAR TO BE 4 R ,
# REBAR.
•"
a. ° dd o. , d ir'
'•
A
d..
. • 'd4'• d
e,
5.0
•.
d
.° , d
a:O d
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f
a
d d d
a
3" ANCHOR DEPTH
A.
4.
3»
CLEARANCE NC£
3 CLEARANCE
LID BRICK (BY OTHERS)
. a
1 THICK '.JOINT
.,. .. ..
TO OUTSIDE
,
..' _.. -
' : TO OUTSIDE OF . .
A' a .• d .'
..
NOTE: BRICK SHALL LAY TIGHT
AGAINST. PRECAST STRUCTURE
FILLER,
'
OF 4
#
#4 REBAR )•.:
,
USING BRICK B IC LIES WITH NO
a
"
VOiD SPACE BETWEEN
A d
3" CLEARANCE
'
1 DEPTH '
e
F#4 TO ,OUTSIDE OF
PRECAST .
_
R EBAR
STRUCTURE WA LL
OOD PSI CONCRETE' CO LLAR
a•
♦ .
28 DAY STRENGTH)
a.
i ' '.
n
fd
.q
Z .. : a•'
e 4
:4
$
•
_nA
3 CLEARANCE
,�,, d.
:...
TO OUTSIDE OF
a
f•.
#4.REBAR ANCHORS.
#4 REBAR)
�
• ..
CONTRACTOR..
SHALL
�
.
d
.:
DRILL
DRILL-'INTO PRECAST.
4
°'
d
e '
24 "o O-RiNG RCP
3.625
.
STRUCTURE WALL AND
d
FLOW----
"
24 0 -RING . f
4.375
SET ANCHORS USING
.1•
24" 0 -RING
:o d
'.
I ''
24 "� 0- RING RCP'
°
RCP a
''
.... EPDXY GROUT
RCP .. '
FLOW
q
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d
e.
b
5.5" CENTER TO
"
a
a
° :•'
.
d.
•
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..
,
CENTER
:a'
a
•
•
d
11
�_ -
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ANCHOR
DEPTH
777
S
••
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:
12 ANCHOR'. DEPTH
•"
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'•
A
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f
a
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a
A.
4.
4 3.8 . 4 #4. REBAR ANCHORS.
CENTER TO (CENTER TO .:
3" 'CLEARANCE . CONTRACTOR_ SHALL DRILL 1" THICK JOINT
( ;(CENTER TO TO OUTSIDE OF - - INTO PRECAST BASE AND SET FILLER MATERIAL "
°
A
CENTER CENTER ) ' . ANCHORS USING EPDXY GROUT 1. THICK'' JOINT
CENTER) #4 REBAR).,
"
FILLER MATERIAL
FRONT SIDE VIERi :
CONCRETE ANTI - FLOTATION
CONCRETE ANTI-FLOTATION
ANTI- FLOTA
TION BLOCK - FLOTATION C 0
BLOCK ' A N TI B LOCK
BLOCK
CONCRETE COLLAR'DETAR.
:. . .
RISER BARZEL CO 1AECn O
N DETAR, N.TS.
:
N .TS ..
TEMPORARY SEEDING SCHEDULE SEEDBED PREPARATION
SEEDING DATE
SE EDI NG MIXTURE APPLICA T IO N RA T
E .
1 C
COMPACTED AREAS AND
SP READ OPS01 L 3 IN CHE S DEE P OVER ADVERSE SOIL 1 -MAY 1 RYE (GRAIN) 120 LBS /AC
CONDITIONS, IF AVAILABLE.
-
N_.47F.S� -
BARREL PIPE CONCRETE CRAbLF 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
KOBE LESPEDEZA 50 LBS /AC
"
MAY 1 AUG 15 GERMAN MILLET 40 LB5 /AC
1: ALL. TiE BARS U -BARS ARE AS LABELED . REBAR GRADE 60 •SPACE AT' - RYE. (GRAIN) 120. LBS /AC
.'AUG 15 DEC 30
( ) #3 ( ) { ) D 10 Fr. CENTER TO CENTER CONSTRUCTION SEQUENCE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
ALONG THE LENGTH OF THE CRADLE.
3. REMOVE ALL LOSE R
D UNIFORM.
QJL AMENDMENTS
a
a 1. IF OPTION A IS CHOSEN FROM NOTE. 9' OF'.THE CONSTRUC110N SEQUENCE SEE DETAIL SHEET' "
2. ' MAINTAIN A MIN. COVER OF 3 OF CONCRETE (TO THE OUTSIDE OF THE REBAR) FOR. ALL REINFORCEMENT S}ly (SEE RECOMMENDATIONS 'OF SOIL TESTS OR APPLY. 2 000 LB 4:.' PER . ONE TiME ONLY, APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE
' 1A), THEN •BRING GRADE OF DAM ,EMBANKMENT TO SPRINGLINE OF ELEVATION. IF /AC GROUND AGRICULTURE LIMESTONE AND
I
n _ " OPTION B IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION .SEQUENCE!', SEE DETAIL. SHEET 750 LB /AC 10 -10 -10 FERTILIZER (FROM, AUG 15 DEC 30, INCREASE 10 -10 -10 FERTILIZER T0; 1000 LB AC : UNIFORMLY AND MIX WITH SOIL.
3. TRENCH TO BE BACKFILLED IN 4". LOOSE LIFTS PRIOR TO COMPACTION WHEN COMPACTION IS BY MANUALLY ( / ' ).
SW -1A), THEN .CONSTRUCT FORMWORK FOR CONCRETE CRADLE ON EXISTING GRADE.
OPERATED OR'LIGHT EQUIPMENT. BACKFILL IS IN 8" LOOSE -LIFTS PRIOR TO COMPACTION WHEN CONDUCTED 'BY . -P I REASONABLY SEEDBED MULCH
, . TO P.
5 CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONA UNIFORM SEE ED IS
PREPARED 4 6 INCHES DEEP.
HEAVY EQUIPMENT. MINIMUM OF 2 FEET COVER MUST; BE PRESENT. ON 24"0 RCP BEFORE DRIVING OVER WITH 2. IF OPTION A IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE SEE DETAIL. SHEET
HEAVY EQUIPMENT. APPLY 400DLB /AC STRAW. ANCHOR STRAW BY 'TACKING WITH ASPHALT, NETTING' OR A MULCH ANCHORING.' :
-1 A); THEN SW EN EXCAVATE TRENCH FOR CRADLE "AND BARREL PER DIMENSIONS ON DRAWINGS I TOOL. A DISK WITH BLADES SET NEARLY. STRAIGHT CAN BE USED AS' A MULCH ANCHORING i'OOL. 6., SEED ON A FRESHLY PREPARED SEEDBED AND' COVER.
4. ANY DEVIATION "FROM .THIS DETAIL 'SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN ENGINEER PRIOR, .'
OPTION B IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE
;,(SEE DETAIL SHEET :
TO IMPLEMENTATION., SW
1A), PROCEED TO STEP 3, BELOW.
MAINTENANCE 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
J 1 ' AUG 5: REFERTILiZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED REFERTILIZE AND MULCH "
Q
3. PLACE REINFORCING STEEL AND JOINT FILLER .MATERIAL PER DRAWINGS. ALL REINFORCING $. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
5. SUPPORT BLOCKS /CHAIRS. SHOULD NOT BE LOCATED AT PIPE 'JOINTS. .RATHER, SUPPORT. BLOCKS /CHAIRS _ IMMEDIATELY FOLLOWING EROSION' OTHER AM
SHOULD BE PLACED NO CLOSER THAN, 2'.FROM JOINTS 'TO ALLOW FREE FLOW OF CONCRETE A STEEL SHALL HAVE A MINIMUM OF 3 OF CONCRETE COVER (INCLUDING TIES). R P I ESTABLISHED.
ROUND JOINTS.
0 ER DAMAGE. TNE.PLANTING SEASON "IF POSSIBLE AFTER PERMANENT S E TABLISHED
4. PLACE BARREL PIPE' ON CONCRETE BLOCKS TO GRADE. CONTRAC - 9. CONSULT CONSERVATION. INSPECTOR ON MAINTENANCE, TREATMENT.
TOR •SHALL WRAP EXPOSED. AUG ,15 DEC 30: REPAIR AND REFERTILIZE DAMAGED 'AREAS .IMMEDIATELY. TOP DRESS 50: LB /AC
PORTIONS OF 'JO I NTS WITH 2-FT WIDE STRIPS OF FABRIC AT THIS STEP. OF NITROGEN iN MARCH. IF IT IS NECESSARY TO EXTEND- TEMPORARY COVER
;, BEYOND JUNE 15, OVERSEED WITH 50 LB /AC KOBE LESPEDEZA 1N LATE.' FEBRUARY' . ' .. ,.. ,
67.5 MIN.
5. POUR CONCRETE CRADLE ON PREPARED SUBGRADE APPROVED: BY GEOTECHNICAL ENGINEER. PLANTING INSTRUCTIONS
CONCRETE SHALL FILL ENTIRE AREA UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE NO VOIDS OR
EARLY MARCH..
UNDER THE PIPE. E POUR ENTIRE CRADLE AS ONE LIFT
( VERIICALL Y) P
ER DRAWINGS, NOTE: USE THE TEMPO R ARY SEED iNG SCHEDULE WHEN DATE IS NOT.CORR£CT TO USE THE PERMANENT PLANTING TECHNIQUES .
SEEDING " roots, once removed from pot, -are straightened and face downward.
6: •ALLOW CRADLE TO CURE FORA MINIMUM OF 7 DAYS :OR AS INDICATED BY GEOTECHNiCAL SE NG SCHEDULE
A.''Insure .thot ro
. .
B. Create planting 'area for each P lant and excavate vote P
it. ENGINEER BEFOR E ANY . VIBRATING COMPACTION N EQUI ME T IS USED I N TH E VICINITY OF. THE la ce plan s in . pit insuring roots are facing" complete
ly downward. BARREL PIPE.
D. Heel in soil. arouond, plant and ,proceed to next planting location.
PERMANENT SEEDING SCHEDULE .`(DAM EMBANKMENTS) E: Newly :planted plants need to be fastened to the substrae far. the establishment
R RPFCIFIr AXON
AI�,F M _
`
BARREL PIPE CE AjFRIAL S
of new roots.
F. Roots shall be spread in their normal
: CONCRETE SEEDING MIXTURE s r r shall
SEEDING DATE RE APPLICATION RATE P poi frayed r
2 - ES) FESCUE LB
0
The diameter of the II vegetative', stock shall be at leas a times
cut off cleanly.
•.. least 5 OCT (BEST), TALL FE 20 S /AC '
position. 'All b oken o roots be
.. COMPRESSI TR e .
VE S ENGTH OF PSI AT 28 DAYS FEB -APR 15 POSSIBLE
" ( diame er eof the root pits e9tt all 'sh II r
a be t t
8 ('•) APPROVED MIX DESIGN P i o plan
• 4-6% AiR ENTRAINED .
b ca ifisd pr or
installation.
H. Set the plants upright, in to center o
ILA M f the it. The bottom of the 'root a
•' t m ss'.
MAXIMUM MIX TO POUR TIME OF 90 MINUTES'.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB AC GROUND AGRICULTURE LIMESTONE'AND
FOUR CYLI NDERS SHALL BE'. PREPARED FOR TESTING FOR EACH LIFT ONE
d id f the
ass,.. and work each '
LB/ AC be restin on undisturbed soil. P
SHALL BE TESTED
DAYS, TWO AT. 28 DAYS AND THE FOURTH SHALL:. 1000 LB /AC 10 -10 -10 FERTILIZER.
I.
�. Paldce toh s ttle. bla kfill and ht el minat ' voids � and air pockets. When it" is'
TE AT SEVEN
#6 REBAR (GRADE 60) BE HELD FOR 56 DAYS. :'•
. " approximately 2/3 full; water thoroughly before placing p'remainder of the backfill.
• A MINIMUM OF 3 OF CONCRETE COVER ON ALL STEEL IS. REQUIRED INCLUDING
"'. after, placing final layer of backfill.
( .MULCH " Water again
24 0 0 -RING RCP „ TIES).
) APPLY 4000 LB /AC STRAW." ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. OR A MULCH ANCHORING. J. Broken or damaged parts will be cut back to undamaged tissue, leaving as much
A° d : ° (U- BARS). TO BE VIBRATED VERTICALLY.' WET CONCRETE SHALL NOT BE MOVED
3 REBAR TIES U BARS .
$' d # ( ) TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL green basal tissue as possible above the roots, If more than fifty percent (50%)
d HORIZONTALLY WITH THE VIBRATOR.
SPACED . AT 10 FT. ON CENTER* ,
6.75 . a : ,. . ' ; •. ... : ° d _ of the plant is damaged then contractor shall replace the plant.
a :d .. °• : : •,, .d • , e• 4•... d.. MAINTENANCE'S
d d . CONTAINER STOCK / BARE ROOT "
° .. YEAR; ' USE . SOIL
d : A. Stock shall have been grown in a container Ion enou h for the root system ' to
ALL. STEEL TO BE GRADE 60.'
' INSPECT AND REPAIR MULCH FREQUENTLY 'REFERTILIZE IN LATE WINTER OF THE. FOLLOWING • g
d
• ,, ;•• : • d'.' • d TS OR APPLY 150 LB /AC 10'10 =10 rERTLIZER. MOW REGULARLY TO A HEIGHT OF 2 =4 INCHES. '- have developed sufficiently to hold its soil together once removed from the ,
° d ..
TES
».
15.75 .- .• .' •d � . ; . RUST OR OTHER DEBRIS THAT MIGHT PREVENT "
° container.
„
BONDING THE CON
d a'... .. .. - - PERMANENT BASIN,:. . watered regularly and y con
° • o : " N, TOP OF BERM, 'AND BASIN FLOOR. Container plan lady plat conditions
A, d . ° ALL STEEL .SHALL BE BENT WITH A' MINIMUM RADIUS OF 3DB . (1.13 FOR 3 AS
4' 4.
` SHOWN ON THE DRAWINGS.
B Contain swill need to w
#) until planting occurs. e
d C are r ants are for immediate anti otherwise s
•.. .. ,. . ° •. ..,.. B root plants a planting, d ng,u ee D In
NOTE: P RMAN SEEDING'SCHEDULE IS FOR SLOPES OF THE BA be
• ° , .eu :. :.. � ; • , d ,. THE CONCRETE CRADLE SHALL BE SPLICED A, MINIMUM
A . A » BARS AN » f bare roots specimens are not to be lanted within four 4 days, temporary
d a ° 18 C C OVERLAP OF 32 . THE SPLICES SHALL BE SPACED' ' P y
A 'A °. d °" a. d ; .. SUCH THAT NO .TWO SPLICES
• a °. . 4 •' ' . ° fTVD 1 nnr - -� iR un-ruiN T41R ce►a� cnir_�u nc o�o� N �' U D MIX holding of bare root specimens are to be .covered entirely by a suitable medium
RIPARIA PLAND SEE D
(etc. soil,. sawdust, mulch or. the like), and 'watered regularly so as to not dry out.
PLANT LOCAl10NS
A. New plantings shall be located where shown on plan except where changes have
been made in proposed construction.
: B. Necessary, adjustments shall be, made only after approval by the owner or the
owner's representative.
WATER
Water shall be potable and' shall not contain elements toxic to plant life.'
FINAL ,DRAWING NOT RELEASED FOR CONSTRUCTION
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PROJECT N0. KRG -11000
i
SAME: KRG11000 -SW'
DESIGNED BY: B1.
DPAWN BY: BI
scAIE:.
AS, SHOWN
DATE: 12 -12 -11
F
VII -2E
11McADAMS
S
•
°
d -
d
a d •
:
12 ANCHOR'. DEPTH
d e
a. ° dd o. , d ir'
A
d..
°: ° v
•.
d
.° , d
a:O d
•d •°
f
a
d d d
a
A.
4.
d' d
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.,. .. ..
;. e• •.. •, • ^,
,
..' _.. -
.. . ,.
A' a .• d .'
..
4 4
4 3.8 . 4 #4. REBAR ANCHORS.
CENTER TO (CENTER TO .:
3" 'CLEARANCE . CONTRACTOR_ SHALL DRILL 1" THICK JOINT
( ;(CENTER TO TO OUTSIDE OF - - INTO PRECAST BASE AND SET FILLER MATERIAL "
°
A
CENTER CENTER ) ' . ANCHORS USING EPDXY GROUT 1. THICK'' JOINT
CENTER) #4 REBAR).,
"
FILLER MATERIAL
FRONT SIDE VIERi :
CONCRETE ANTI - FLOTATION
CONCRETE ANTI-FLOTATION
ANTI- FLOTA
TION BLOCK - FLOTATION C 0
BLOCK ' A N TI B LOCK
BLOCK
CONCRETE COLLAR'DETAR.
:. . .
RISER BARZEL CO 1AECn O
N DETAR, N.TS.
:
N .TS ..
TEMPORARY SEEDING SCHEDULE SEEDBED PREPARATION
SEEDING DATE
SE EDI NG MIXTURE APPLICA T IO N RA T
E .
1 C
COMPACTED AREAS AND
SP READ OPS01 L 3 IN CHE S DEE P OVER ADVERSE SOIL 1 -MAY 1 RYE (GRAIN) 120 LBS /AC
CONDITIONS, IF AVAILABLE.
-
N_.47F.S� -
BARREL PIPE CONCRETE CRAbLF 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
KOBE LESPEDEZA 50 LBS /AC
"
MAY 1 AUG 15 GERMAN MILLET 40 LB5 /AC
1: ALL. TiE BARS U -BARS ARE AS LABELED . REBAR GRADE 60 •SPACE AT' - RYE. (GRAIN) 120. LBS /AC
.'AUG 15 DEC 30
( ) #3 ( ) { ) D 10 Fr. CENTER TO CENTER CONSTRUCTION SEQUENCE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
ALONG THE LENGTH OF THE CRADLE.
3. REMOVE ALL LOSE R
D UNIFORM.
QJL AMENDMENTS
a
a 1. IF OPTION A IS CHOSEN FROM NOTE. 9' OF'.THE CONSTRUC110N SEQUENCE SEE DETAIL SHEET' "
2. ' MAINTAIN A MIN. COVER OF 3 OF CONCRETE (TO THE OUTSIDE OF THE REBAR) FOR. ALL REINFORCEMENT S}ly (SEE RECOMMENDATIONS 'OF SOIL TESTS OR APPLY. 2 000 LB 4:.' PER . ONE TiME ONLY, APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE
' 1A), THEN •BRING GRADE OF DAM ,EMBANKMENT TO SPRINGLINE OF ELEVATION. IF /AC GROUND AGRICULTURE LIMESTONE AND
I
n _ " OPTION B IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION .SEQUENCE!', SEE DETAIL. SHEET 750 LB /AC 10 -10 -10 FERTILIZER (FROM, AUG 15 DEC 30, INCREASE 10 -10 -10 FERTILIZER T0; 1000 LB AC : UNIFORMLY AND MIX WITH SOIL.
3. TRENCH TO BE BACKFILLED IN 4". LOOSE LIFTS PRIOR TO COMPACTION WHEN COMPACTION IS BY MANUALLY ( / ' ).
SW -1A), THEN .CONSTRUCT FORMWORK FOR CONCRETE CRADLE ON EXISTING GRADE.
OPERATED OR'LIGHT EQUIPMENT. BACKFILL IS IN 8" LOOSE -LIFTS PRIOR TO COMPACTION WHEN CONDUCTED 'BY . -P I REASONABLY SEEDBED MULCH
, . TO P.
5 CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONA UNIFORM SEE ED IS
PREPARED 4 6 INCHES DEEP.
HEAVY EQUIPMENT. MINIMUM OF 2 FEET COVER MUST; BE PRESENT. ON 24"0 RCP BEFORE DRIVING OVER WITH 2. IF OPTION A IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE SEE DETAIL. SHEET
HEAVY EQUIPMENT. APPLY 400DLB /AC STRAW. ANCHOR STRAW BY 'TACKING WITH ASPHALT, NETTING' OR A MULCH ANCHORING.' :
-1 A); THEN SW EN EXCAVATE TRENCH FOR CRADLE "AND BARREL PER DIMENSIONS ON DRAWINGS I TOOL. A DISK WITH BLADES SET NEARLY. STRAIGHT CAN BE USED AS' A MULCH ANCHORING i'OOL. 6., SEED ON A FRESHLY PREPARED SEEDBED AND' COVER.
4. ANY DEVIATION "FROM .THIS DETAIL 'SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN ENGINEER PRIOR, .'
OPTION B IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE
;,(SEE DETAIL SHEET :
TO IMPLEMENTATION., SW
1A), PROCEED TO STEP 3, BELOW.
MAINTENANCE 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
J 1 ' AUG 5: REFERTILiZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED REFERTILIZE AND MULCH "
Q
3. PLACE REINFORCING STEEL AND JOINT FILLER .MATERIAL PER DRAWINGS. ALL REINFORCING $. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
5. SUPPORT BLOCKS /CHAIRS. SHOULD NOT BE LOCATED AT PIPE 'JOINTS. .RATHER, SUPPORT. BLOCKS /CHAIRS _ IMMEDIATELY FOLLOWING EROSION' OTHER AM
SHOULD BE PLACED NO CLOSER THAN, 2'.FROM JOINTS 'TO ALLOW FREE FLOW OF CONCRETE A STEEL SHALL HAVE A MINIMUM OF 3 OF CONCRETE COVER (INCLUDING TIES). R P I ESTABLISHED.
ROUND JOINTS.
0 ER DAMAGE. TNE.PLANTING SEASON "IF POSSIBLE AFTER PERMANENT S E TABLISHED
4. PLACE BARREL PIPE' ON CONCRETE BLOCKS TO GRADE. CONTRAC - 9. CONSULT CONSERVATION. INSPECTOR ON MAINTENANCE, TREATMENT.
TOR •SHALL WRAP EXPOSED. AUG ,15 DEC 30: REPAIR AND REFERTILIZE DAMAGED 'AREAS .IMMEDIATELY. TOP DRESS 50: LB /AC
PORTIONS OF 'JO I NTS WITH 2-FT WIDE STRIPS OF FABRIC AT THIS STEP. OF NITROGEN iN MARCH. IF IT IS NECESSARY TO EXTEND- TEMPORARY COVER
;, BEYOND JUNE 15, OVERSEED WITH 50 LB /AC KOBE LESPEDEZA 1N LATE.' FEBRUARY' . ' .. ,.. ,
67.5 MIN.
5. POUR CONCRETE CRADLE ON PREPARED SUBGRADE APPROVED: BY GEOTECHNICAL ENGINEER. PLANTING INSTRUCTIONS
CONCRETE SHALL FILL ENTIRE AREA UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE NO VOIDS OR
EARLY MARCH..
UNDER THE PIPE. E POUR ENTIRE CRADLE AS ONE LIFT
( VERIICALL Y) P
ER DRAWINGS, NOTE: USE THE TEMPO R ARY SEED iNG SCHEDULE WHEN DATE IS NOT.CORR£CT TO USE THE PERMANENT PLANTING TECHNIQUES .
SEEDING " roots, once removed from pot, -are straightened and face downward.
6: •ALLOW CRADLE TO CURE FORA MINIMUM OF 7 DAYS :OR AS INDICATED BY GEOTECHNiCAL SE NG SCHEDULE
A.''Insure .thot ro
. .
B. Create planting 'area for each P lant and excavate vote P
it. ENGINEER BEFOR E ANY . VIBRATING COMPACTION N EQUI ME T IS USED I N TH E VICINITY OF. THE la ce plan s in . pit insuring roots are facing" complete
ly downward. BARREL PIPE.
D. Heel in soil. arouond, plant and ,proceed to next planting location.
PERMANENT SEEDING SCHEDULE .`(DAM EMBANKMENTS) E: Newly :planted plants need to be fastened to the substrae far. the establishment
R RPFCIFIr AXON
AI�,F M _
`
BARREL PIPE CE AjFRIAL S
of new roots.
F. Roots shall be spread in their normal
: CONCRETE SEEDING MIXTURE s r r shall
SEEDING DATE RE APPLICATION RATE P poi frayed r
2 - ES) FESCUE LB
0
The diameter of the II vegetative', stock shall be at leas a times
cut off cleanly.
•.. least 5 OCT (BEST), TALL FE 20 S /AC '
position. 'All b oken o roots be
.. COMPRESSI TR e .
VE S ENGTH OF PSI AT 28 DAYS FEB -APR 15 POSSIBLE
" ( diame er eof the root pits e9tt all 'sh II r
a be t t
8 ('•) APPROVED MIX DESIGN P i o plan
• 4-6% AiR ENTRAINED .
b ca ifisd pr or
installation.
H. Set the plants upright, in to center o
ILA M f the it. The bottom of the 'root a
•' t m ss'.
MAXIMUM MIX TO POUR TIME OF 90 MINUTES'.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB AC GROUND AGRICULTURE LIMESTONE'AND
FOUR CYLI NDERS SHALL BE'. PREPARED FOR TESTING FOR EACH LIFT ONE
d id f the
ass,.. and work each '
LB/ AC be restin on undisturbed soil. P
SHALL BE TESTED
DAYS, TWO AT. 28 DAYS AND THE FOURTH SHALL:. 1000 LB /AC 10 -10 -10 FERTILIZER.
I.
�. Paldce toh s ttle. bla kfill and ht el minat ' voids � and air pockets. When it" is'
TE AT SEVEN
#6 REBAR (GRADE 60) BE HELD FOR 56 DAYS. :'•
. " approximately 2/3 full; water thoroughly before placing p'remainder of the backfill.
• A MINIMUM OF 3 OF CONCRETE COVER ON ALL STEEL IS. REQUIRED INCLUDING
"'. after, placing final layer of backfill.
( .MULCH " Water again
24 0 0 -RING RCP „ TIES).
) APPLY 4000 LB /AC STRAW." ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. OR A MULCH ANCHORING. J. Broken or damaged parts will be cut back to undamaged tissue, leaving as much
A° d : ° (U- BARS). TO BE VIBRATED VERTICALLY.' WET CONCRETE SHALL NOT BE MOVED
3 REBAR TIES U BARS .
$' d # ( ) TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL green basal tissue as possible above the roots, If more than fifty percent (50%)
d HORIZONTALLY WITH THE VIBRATOR.
SPACED . AT 10 FT. ON CENTER* ,
6.75 . a : ,. . ' ; •. ... : ° d _ of the plant is damaged then contractor shall replace the plant.
a :d .. °• : : •,, .d • , e• 4•... d.. MAINTENANCE'S
d d . CONTAINER STOCK / BARE ROOT "
° .. YEAR; ' USE . SOIL
d : A. Stock shall have been grown in a container Ion enou h for the root system ' to
ALL. STEEL TO BE GRADE 60.'
' INSPECT AND REPAIR MULCH FREQUENTLY 'REFERTILIZE IN LATE WINTER OF THE. FOLLOWING • g
d
• ,, ;•• : • d'.' • d TS OR APPLY 150 LB /AC 10'10 =10 rERTLIZER. MOW REGULARLY TO A HEIGHT OF 2 =4 INCHES. '- have developed sufficiently to hold its soil together once removed from the ,
° d ..
TES
».
15.75 .- .• .' •d � . ; . RUST OR OTHER DEBRIS THAT MIGHT PREVENT "
° container.
„
BONDING THE CON
d a'... .. .. - - PERMANENT BASIN,:. . watered regularly and y con
° • o : " N, TOP OF BERM, 'AND BASIN FLOOR. Container plan lady plat conditions
A, d . ° ALL STEEL .SHALL BE BENT WITH A' MINIMUM RADIUS OF 3DB . (1.13 FOR 3 AS
4' 4.
` SHOWN ON THE DRAWINGS.
B Contain swill need to w
#) until planting occurs. e
d C are r ants are for immediate anti otherwise s
•.. .. ,. . ° •. ..,.. B root plants a planting, d ng,u ee D In
NOTE: P RMAN SEEDING'SCHEDULE IS FOR SLOPES OF THE BA be
• ° , .eu :. :.. � ; • , d ,. THE CONCRETE CRADLE SHALL BE SPLICED A, MINIMUM
A . A » BARS AN » f bare roots specimens are not to be lanted within four 4 days, temporary
d a ° 18 C C OVERLAP OF 32 . THE SPLICES SHALL BE SPACED' ' P y
A 'A °. d °" a. d ; .. SUCH THAT NO .TWO SPLICES
• a °. . 4 •' ' . ° fTVD 1 nnr - -� iR un-ruiN T41R ce►a� cnir_�u nc o�o� N �' U D MIX holding of bare root specimens are to be .covered entirely by a suitable medium
RIPARIA PLAND SEE D
(etc. soil,. sawdust, mulch or. the like), and 'watered regularly so as to not dry out.
PLANT LOCAl10NS
A. New plantings shall be located where shown on plan except where changes have
been made in proposed construction.
: B. Necessary, adjustments shall be, made only after approval by the owner or the
owner's representative.
WATER
Water shall be potable and' shall not contain elements toxic to plant life.'
FINAL ,DRAWING NOT RELEASED FOR CONSTRUCTION
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SAME: KRG11000 -SW'
DESIGNED BY: B1.
DPAWN BY: BI
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AS, SHOWN
DATE: 12 -12 -11
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PROJECT N0. KRG- 11000
FILENAME: KRG1 1 000-SW-PDLS
DESIGNED HY: BI
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SCALE: AS SHOWN
DATE. 12 -12 -11
SIIEET N0.
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/ " I \ I .. i 45 C I 11 ❑ ❑nnnn ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑a�p131313n 1. TEMPORARY SEEDING SCHEDULE I SEEDBED PREPARATION .. y I I �
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SEEDING DATE- SEEDING MIXTURE APPLICATION RATE
1. CHISEL, COMPACTED AREAS AND SPREAD TOPSOIL' 3 INCHES DEEP OVER ADVERSE SOIL �,_, , I / I ^r � `v ❑ n ❑ ❑ ❑
JAN 1 -MAY 1 RYE (GRAIN) : 120 LBS /AC . CONDITIONS, IF AVAILABLE. �� / /
..
KOBE' LESPEDEZA . 50 LBS /AC: . . . ' .
I I
I
. .
2. RIP THE ENTIRE AREA T0.6.IN. DEPTH. 1. I j
' MAY 1. -AUG 15 GERMAN, MILLET . :. 40 LBS /AC , _ -- J . I � I t I I . I
.. AUG 15 - DEC 30 RYE (GRAIN) 120 LBS AC' ' " - . �. \i i i /. 1. I 3:, REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE \. i '
REASONABLY SMOOTH AND UNIFORM.
M \ 1 i /' I I I l / � -
SOIL AMENDMENTS- \ / r.
OLLO M TI N" F I S 4. PER ONE 11ME ONLY APPLY AGRICULTURAL LIME FERTILIZER' A � I I I i i I l 0 11 F W RECD MENDA 0 S 0 SO L 7E TS OR APPLY 2,000 LB /AC GROUND AGRICULTURE LIMESTONE AND. ND SUPERPHOSPHATE \ I i
UNIFORMLY, AND MIX WITH SOIL I I I' I
750 LB /AC 10 -10 -10 FERTILIZER (FROM AUG 15 -,DEC 30, INCREASE`10- 10 -10. FERTILIZER .TO 1000 L.B /AC }. -� : L, l ' 1. I . . \ \ iII ' 1'
.
5. CONTINUE. TILLAGE UNTiL A WELL - PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS --- .! - o /
. [� U CH .PREPARED: 4 TO 6 INCHES DEEP. � \ i� �p 1. i I
.. i
APPLY 4000 LB /AC STRAW. ANCHOR STRAW BY TACKING' WITH ASPHALT, NETTING, OR A MULCH ANCHORING i i . I I❑ ❑ ❑ .
TOOL. A DiSK.WITH BLADES SET NEARLY STRAIGHT CAN BE`USED.AS A MULCH ANCHORING TOOL. 6,. SEED ON A.FRESHLY PREPARED. SEEDBED.AND COVER. . . .: � I �) i ❑
�� , I/J , , Tao El 13 ❑❑
. .
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MAINTENANCE 7. MULCH' IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. / / / ❑ ❑ ❑ ❑ Q
. .
. .. .
I
1313 C
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JAN 1 - AUG 15: REFERTiLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, � REFERTILIZE, AND MULCH ! /0 � 0 0
............
. 8.. INSPECT . ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN \ , / / Q ❑ / \
V. / l ❑n
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.. 111E PLANTING SEASON, IF POSSIBLE. AFTER PERMANENT COVER IS, ESTABLISHED.- � / I - / /
. -7. \ . i / c ❑❑
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9. CONSULT. CONSERVATION INSPECTOR ON. MAINTENANCE TREATMENT " '. / /
AUG 15 DEC 30: REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB /AC i
OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EX1ENp .TEMPORARY COVER I I I \ \
1 i
i /
BEYOND JUNE. 5 , WITH 5 l I I ! ❑ :' ..; ... /
1 OVERSEED WI 0 i_B /AC KOBE LESPEDEZA IN LATE FEBRUARY ( I �, \ \ \
. \ i I I .
OR EARLY MARCH.
PLANTING, INSTRUCTIONS I
;-
/ J
•.,: ° Wit.
I L 103 f
I , • t ..x . x_ ... a
TECH I , , w. a, ..... , ...1. , . \ q
PLANTING TECHNIQUES !
• USE THE TEMPORARY: SEEDING SCHEDULE ONLY WHEN DATE IS N07 CORRECT TO USE. THE PERMANENT I ; •,'t- • -bvtl L •♦ n•t•m•+• Y• •. •S; N p.l?y..•t- ' Q
• NOTE: . . !! a + - . r. - r,•. /
dr
„ A. Insure that roots,' once removed from pot, are Straightened and face downward. / I i .. -, :,~...• r.: _..%N..-, ,..:.- :.. �:
SEEDING SCHEDULE. 9 / I
/. \ \
Create lantin area for each font and excavate it. / I �' ,, >• ,
n /
C. Place fonts m i i rn r : p:at.r.• '. ;t:_,:.a -..e • +..
.. p p t nsu i g oots are :facing completely downward. �/ L' _ . �,.., jr
. / I
I I \ �- \
l D: Heel in soil arouond plant and proceed to next planting location: I .. •,;, .- „ ,, •.,,; .,•.,. , £ •�
PERMANENT SEEDING - SCHEDULE DAM EMBANKMENTS I , ( 1 I ` i � ..:.-..".: _ :. t�.; %�\ o
E. Newly planted plants need to be fastened to the substrate for the establishment % I . I • ' �• /
: ' ...
of new roots.
i
I
1 1 I I' I / / / '; /.
.. I \
. . . F. Roots shall be s read in their' normal position. All broken or fra frayed roots hall be \ ` I I ! i / \ \ z"
SEEDING DATE SEEDING MIXTURE , APPLICATION RATE , , . P P Y I / /
I
cut off cleanly. \ \ \ I I I I ! I . \. \ \
AUG 25 - OCT (BEST). TALL FESCUE 200 LBS /AC'' \ I I
i
. G. The diameter of the pits for all vegetative stock shall be at least three times the / I I \� . r,
. \ 4
FEB -. APR .15 (POSSIBLE) i i I / \�w *. 1. I . .
diameter of the root . mass.. Plant pit wall shall be scarified prior to plant \ \ \ I I I
. ..
installation. „ ,
SOIL AMENDMENTS :: H. Set the fonts . upri ht, in the center of the it. The bottom of the root mass \ \ ~ 1 I I ' I \' \
P 9 P \ I
. \ I i I / is
FOLLOW RECOMMENDATIONS OF SOIL TESTS. R APPL 00 should be resting on undisturbed sod. \ I I I / f \r ^ r r
0 Y 4. 0 LB /AC GROUND. AGRICULTURE LIMESTONE AND \ \ 1 L. / \
. . i. Place the backfill around the base and sides of the root . mass, and work each \ ( I /I-- G -
1000 LB AC 10 -10 -10 FERTILIZER.' . ' �. /
I
/ Ivyer. to settle backfill and to eliminate voids and air pockets.' When it is \ \ \ !
. P \ .
approximately 2 3 full water thoroughly before. placing remainder- / � r of the' backfill.
PP Y ` I I I /
9 Y P 9 •
wa I 1 ► i
MULCH .: - ' ter a a n after lacin final 1v r of .backfill. 1. . 9 .P 9 Ye / I I I /
I / - - - I
APPLY 4000 LB AC STRAW. ANCHOR S1RAW BY TACKING WITH ASPHALT, NETTING OR A :MULCH ANCHORING . J.. Broken or damaged' parts -will +be cut. back to undamaged tissue, leavin � as much \ � / / i
\ \ I . I
/ 9
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING.,TOOL. green basal tissue as possible above the roots. If more than fifty percent (50 %) � I .
I - of the plant is damaged then contractor shall' replace the plant. \, ,
\ L
". 1 I I I 1 40
.. __
E .
MAINTENANCE : , • \ \\ ! / / /
CONTAINER STOCK /BARE ROOT /. l (. .
1 i
INSPECT AND REPAIR MULCH FREQUENTLY..
/ .
REFERTILIZE IN LATE .WINTER Ol" THE FOLLOWING YEAR; USE SOIL � / I
a . A. Stock shall have been grown in a container long enough for the root system to � ! / , / .. .
TESTS OR APPLY 150 LB /AC 10 -10 -10 FERTUZER. MOW REGULARLY TO A HEIGHT OF 2 -4 INCHES.. have developed sufficiently. to hold its soil together once removed from the I
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I- .. , .. . , container. ... . 11 } I / /
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B.. Container fonts will need to be watered re ularl and lac i . \
I. r; NOTE: PERMANENT SEEDING SCHEDULE iS FOR SLOPES OF THE BASIN, TOP OF BERM, ANO BASIN FLOOR. P. g y p ed in shady conditions % . .
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until lantin occurs
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b6 p be planted within . four (4) days, .temporary I ' I ! / %�� . .
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❑ PLANT LOCATIONS I / 11 \ l / \.
A. New lantin s shall be located where shown on Ian except where \ 11 . P 9 P P ere changes have / r
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PROJECT No. KRG -11000 '
FH.ENAW: KRG11000- SW -PDLS
DESIGNED ' BY: B I
DRAWN BY: B
SCALE: , AS SHOWN
DATE :. . 12 -12 =11
SHEET
NO
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JCCUIIVl7 'UNIG JGCU�y12 MVl1U13C HF F'LIl.H11UiV KHIt ,
AUG 25. OCT. (BEST) TALL FESCUE 200 LBS /AC .
FEB. APR 15 POSSIBLE .
•
SOIL AMENDMENTS . " —
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4000 LB ACRE
\ /
GROUND AGRICULTURAL LIMESTONE AND 1000 LB ACRE :10 -10 -10 FERTILIZER. : � � •
-MULCH '..'
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'APPLY 4000 LB /AC STRAW. ANCHOR .STRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH ANCHORING -TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
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BE USED. AS A MULCH ANCHORING TOOL,
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INSPECT AND REPAIR MULCH, FREQUENTLY. REFERTIUZE IN LATE WINTER OF.THE ': \ � \ . \ �I �4{�'`��a,,r�w�,r �., O
\ / / ;3`t j Sjz�`,�• 6rrl��lt .... �' ,'. � °' =i4'� c t' >,Hf ' t \ _•'
' FOLLOWING YEAR, USE SOIL•TESTS OR APPLY 150 L8 /ACRE .10-10-10. MOW ,. \ }s l }tt,,tt�, ,, tip�'I .Y „ �'.r -�,3.. rE,.'� >, � � a
\ \ \ \ \ I. , I E 3 u r� h
T A HEIGHT OF 2 -4 INCHES. , ; 1 r! 4? , 1 trj�,F�r,
REGULARLY 0 f�+
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BETWEEN MAY 1. AND .AUG. 15, 'ADD 15 LB /ACRE SUDANGRASS OR 10 LB/ACRE'.rt
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GERMAN MILLET. BEFORE MAY 1, OR AFTER' AUG. 15, ADD 40 LB /ACRE RYE (GRAIN)..
. \ \ \ \. 4` -^,r• `:� f�•r.L i"i ?i�;Eat Iii t��..r ,y r' �; 1 � ys.> "
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• PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF
THE BASIN, ' \ „ , ,-
NOTE: S
4� 3'35�tl .:jiY
P OF THE BERM AND. BASIN FLOOR.'. A
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SEE SHEET EC -2
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/ SEE SUMMARY TABLE �.
\ :\ . \ � . \ \ \ •: \° _ i . \ SHEET C -2) . I - -- � � � �. .,` -- .•..,_ �• - - - J r- - -• - _` j /� � .. %. \ / . / / / f I : \ \ \ I \ o oti � / . /' � . t / � AIM C '
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�EMPO`RARY sbP.€ I :. 1 \ . 1 \ \ \ MP � � ' \ \
\ I \����' TEMPORARY DIVERSION \ � \ -� •,` \` � \
\ DRAIN I . 1 1 \ I S`�- -3 \ DITCH/`BERM � ' I -w• a�+w�reaab�ww L�
E �UMt� RY \ •-_. \ \ I ' \ ' ` . '�'o ,� a��� r�
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SILT FENCE: \ :. �• \ \ \ \' _ �. `- .. \ �' �. '.
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\ \ � ., •... :�,: _.._ -... ,� I � � \ \ INDEX AP .
,.1 I / / . \ - \'� \\ \ � �° \ : , -... _..• ...- _ � \ \ . \ � / / ' / 1 EROSION CONTROL LEGEND
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v V SILT FENCE OUTLET
\ 1 ' 1 1 � { 1 ♦ \ \ \ \ � ~- � \ . \ I \ �.y -�,. / � �..- -' S ) % / / / / / . / / l . l f. '. - - LT FENCE a ;\
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\ BAFFLE\ \' \ / /. / / /' / ' • / 1. (iYP.) , ": u \ INLET PROTECTION
SLOB` \
1 \ 1 1 I /,• / �` � \ \-1 �` \ \ \ \� "•I'� CHECK DAM
TTI= MP- MP PE — �-. \ �. �, \ \ \�, � \ - - � / / / / / � ! / ! / / � , , j � I f . f : \ . \
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� ., .- .1 --r,. \ : \ .\ �. \ . _.•,_ yy I I M�'ORARI' NER�ON �/ / /
DCT H /�ERIyI�CTYP�) I � I � \ = TP— TP —TP— . .TREE PROTECTION '
T IS IVERI510
� —SF/TP — 5F/TP— . SILT FENCE/TREE PROTECTION
�� \ \ I I � ( -- -- ._ \ \ `' \ \ \ `\ \ \'•..�" I I N$ED TO RISE AS F�.
�SKIMM C \ \ \ ' \ \' \ \ \ \' I : I G AU" E XCHIEVED ;� I / \. I . \' \ \ 1 �.
EE \S�RM ppEEVV{{ \r \ � I i ) I � \ \ \ { / . r \ . \ LIMITS OF DISTURBANCE
U MARY' � \ \ \ ' \ . } } � . I / . � `' \ \
ABL� SMEEQ G�2 I : I I . I � ) / \ I I I \ \ / \
.� �. \ � \ \ \ \ \ --�- � � I \ \ \ ����� DIVERSION DITCH
coin= sAFFl�s : \ \ \ � 1 1 I � 1 I • � \ \ .
�OMBIN�ATto(� ILT 1 I (T�i P'.} •�.� � \ `�\ \ \. \ 1 1 �
ENC /TAE£ P� cn N (- I I ( (" 1 � 1 �. \ I • \ *•_. \ �- \ � .. \ \ � � /
•� 1 } � I i , I (.'_ J .-'\ \. SEE SHEET C -2 FOR EROSION . CONTRO FtNC�
1 1 1 ,._... \ \ � \.,SILT` i�NCE .. '- ~ \ „� I E�ER ENCY\ 1 \ �.. \ \ \ '�\ \
I { I I i 1 . _ — \ 1' NOTES,
SEDIMENT TRAP SPECIFlCATIONS ..
I. I 1 1
I I
I ` , � � � � \ \ \ OUP iT�`�- -: - _ Plhl.. Y '.. \ . 1 \ \ \ \ �. ` �. \. ' \ \ \ ., \' \ \ \
i I I I � : •� \ � � — � � \ ' \ �: -.- \ AND EROSION CONTROL SEQUENCES
III , TD -g` \ � --- .: ,, � --• \ �. \ t '
I I 1 \
\ \ �\
I I \ I \ 1 1 1 1 1 i .,.. -• •'_' �O i�ARY DN�EI2SION �\ \ \ \ \ \ \ -. ``. �: -- -•=•.. " -� � '�. \
� I 1 DITCH BERAF � ,. ' \ =.� -`` -- � ,... \\ \ � \ : \ \ \ \ - =. � •,, - �„ -- \ \ ALL CONSTRUCTION
I I/I I i I _
\ ! I l 1 1 'SBq. / �.) � -- --- _ \\.. � \ \ \. ; � 1 � SHALL BE IN ACCORDANCE
- -:THIS DNERSION WI \ �. ' �_ �. \\ \' \ s \ \ _ _ _ 1- \ \ \ . \ \ �,\ \'\ \ \': \
�'ILT �EN6E f 1 1- I ; I' I (sE SUMMARY TAB , . -NEED '10 RISE As �\ - `- -- -_ _ �'` �- � \ ' ' \ \ ( WITH THE CURRENT TOWN OF HOLLY SPRINGS
co
/OU'T,LET�(lYF3!). � : I ' I : I I .• { SHEET, C -2) GRADES �U2E�lCkIIEYED \ COMBINATION sIL� �..� �.. \ \.\ \,\� �� --..� ~ — -- \ -- _ `" \ �\ \ \ \.:':.. f � ENGINEERING DESIGN AND CONSTRUCTION
j / \ . --FENCE/ 7RE� Pf�OTECTIaN� ` \ \ \ \ _ _ - \
— - � PER ITTED ^. — ____ _ _ �: \ .. � \ \ \ ' .' /
/ / / I I / _ •r• --: - --•� ` _' — —. � \ \ \ \ `, \ \ \ \ \. STANDARDS
/ _.•. - -, \ ~ FENCE'`('iYP.� � - ' :-., • \: / " \ \ `IJuI PACT- — •. — — "`_' j /' \ \ /•
y 5, cry BARB L' \ 1 �•. � _ — —
124 , CM�?`R ER
` - SILT FEN � \ �.,. : ' . _ � \ \ \ \ • . �.. � \ COIR B�LES/ y ' / / / ' ... �• �• / ,
\ \ � \ \ � PoRArtY sLOPE \ . 'j\ / — \ \ \ / Crn'� / / '. i / . / / .. / / � i / . / / . / \
MI�INATI6N -SILT- \ .. . \ \ \ \ \ \ .. \ . / ' j SKIMMER' CE. SE
i' FENCE/TREE PROTECII' N . \ -� \ \ ` \ \ \ �. \ �, / — _ SUMMARY TAB .rSHEEi' \ \ \ \
/ FENCE ('IYP.} `�,\ \ \'. \:. �. \ � 1 „ \
. - 3Ki�AMER DEVICE. \ •\ _• � \ \` \ 1 � / �„ -- -.._•_ -..: \ \ .,�,,
..SEE SUMMARY TAB \ �\ \ \ \. \
SHEET-Q-2- II � I
10 WIDE I \ D'� 1 : \ :• / / " \
A \:
N EMERGENCY \ \ -� \ \ PO �IVER�SION � I ,. i B —G \�`' \ \ \ \ 1 N 1 \ ' 1 1 I "
o SPILLWAY \ � \D(fC eE� .)\ \ \ '. 1 \. 1 / /..,. /.:: / SEE SUMMARY TABLE �. 1 �
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\ \ / / SHEET -C-2), \ .
\\ � FlLL \GRADE IS AC TO \ / � / •_' .,, \ � \ \ \ \ \ \.. \ \ \ _ I ' \ \\ \ �. �
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ST--1' `` � i \ �� \ � � 1 . � I I I � / � ` \ \ � \ \ � , \ � � � � � - � -� M�ORARY�
-(SEE SUAT�4RY TABLE, \ � �`� \ � . � �',, .� �/j � I . 1 j '. I 1 / . \ \ ' \ _ \
❑ ,;, - \ HEET " �. \ . \:� � �' ' . �• -' . ' % ( � . \ � \ ', \ \ . ' \ . �o \ . \ \ . •� \ \ \ \ , �• \ ..• •\ . \' �\ � � 1 ••� ST�C K�RI LE
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U- \ �OS�CONTR"OL" MEASURES FO 'h
�. ` 25 xI100 TEMPORARY ra � -�
NFYYY HILL R ��
� / . \ . �. • � '. - _. - - 9AD BY OiNERS. S GRA L' CONSTRUCTION • \ \ ' '� '��/ � - .. ` �3
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PROJECT.NO. KRG =i 1000
FUNAME:. KRG11000 --S1
DESIGNED BY:
DRAIPN BY: SRW
SCALE: 1" =60'
DATE: I 4n .4n 4 4

•ACa
I IBM
3" ORANGE, UV itESISTi4NT, ,;NIGy TENSIL STRENGTH, PALLY 9ARF31CADE FABRIC MUST BE :A SED,;-
6�: "Ww OF SIGNS, ENCE 1NEEDS T`0 BE TURNED UPHILL"
TO Bt: ,f�(ADE' OF.: DURABLE, WEATHERPR0010 .1 A1ERIliL 3•> - 1;Mt�f.tyltt)'I`t,4'ritav ItHa.
5�
7: LETTERS 70 HE 3. HIGH MINIMUM, `CLEARLY LEGI9LE ANp SPACED AS` DETAILED 3', LiE3VC iTNTFR:
8.. SIGNS;` SHALL SE PLACED; AT 50''' MA)dMUM INTERVALS:
0, ":PLACE,, SION,,Ar. EACIRIENO` OF'UNEAO TREE PROTECTION;'ANO $0'1:ON CENTER.-THEREAFTER", WA Nlk SIGN, bETAIL
10; FDR TREE PROTECTION AREAS" LESS 714AN 20W iN` PERIMETER," PRGVIbE
NO LESS THAN ONE SIGN PER;PROTEt TIQN ARE1C ,;"
11, "ATTACH $IGNS ;SECURELY TO' FENCE POSTS AND" ,; FABRIC.
12 MAINTAIN TREE PROTECTLON FENCE THROUGHOUT DURATION OF PROJECT.`
13.. ADDmoNAL: 51CN5 MAY" 6E AE' UIRED BY, ` T-0* OF HOLLY` "SPRING$ .ENGINEERING
DEPARTMENT BASED ON ACTUA r, FIELD CONDITIONS.,
DOWINGr NOT TO .SCALE
:1 :4,.PLACE A SIGN�AT 't44H ENO OF LINEAR THEE PROTECTION AND' 50 " "DN CENTER ;THEI EAFTM,
STANDARD TEtilP7RfiRY`,SILT TREE' PRlJ,TECTIC?N "FENCE'
ST.4N0 IR1t 17ETAlL: JUrUMB�'R: HS4b Tne T01a Tae
" DATE 1 .:REI/!S/,OItIS
fOwv OF HC7LC Y ,SPRINGS EIVGINEERING; DEPA P: WtAff �p ngs
1'. D,RK: STEELTENCE POST AT WOOD POSTS ARE NOT ACCEPfABI.E,'d� INTO .SOLID "GROUND.
3..USE STAPLES 1' APART TO .ATTACH FABRI&'TO .SHOO'VARE"
4 `4' MAX ";'BETWEEN POSTS.
6. CLE/W.OUT'WHEH;1f2 "FULL.;;
6.'706 -906 GR4j5 PER Sq: N0ER- '.COIR'MkiC
DOTOW
PERSPECTIVE VIEW
FABRIC, DETAIL
IPORQQS BAFFLE INSTALLATION — STEP? 2
DRAWING NOT.TO SCNI,
STANDARD 'SKIMMER FILTER BASIN, STANDARD DETAIL, NUMBER:. HS4Q9,
DATE I REI?S10N5 ;
ToWIV :OF HOLLY SPRlIVGSENGIIVEERIIVG DEPARTM£lll" mOL4
EMERGENCY SPILLWAY "CONSTRUCTED OVER
UNDISTURBED GROUND AN0 ARMORED,
DWM N QNS ELEV, ;WITH : RIP RAP —
EMERGENCY' SPILLWAY
�
IMENTFTRAP" -.
TOP {F" DAM` WfDTH:.
� .SEO.,
A1VTI� -SEEP-COLLAR _
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RIP RAP DISSIPATER PAD
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r �� °
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cMP� lt�r RcP RISER
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LOCATED HALFWAY' �1P FjISER :PIPE,;
t'-0" MIN161UM-fREEB01R0,
"DUfiI1JG " SICIMM
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WATER LEVEL STO
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" - MINIMUM �3Li9PE5 =2 1/2 � a,
EA TH DAIr►
DESIGN ENGINEER: MUST SIGN'
MID .SEAL .:BASIN DESIGN `BELOW . GATE- .VALVE
OR 041'RCE`
ANTI fll)A7'ATION`; PENCE • . _
I
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DISSIPATER {��1D RIFE 17A!?'.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO KRG -11000
FILENAME: KRG11000 —CD —D1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12 -12 -11
SHEET NO. EC-7
llllllm�

R-1
I=
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porTy 'q
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PDRAWING NOTIO, $,CAL t
Dl UERSIO/�J 1 TRH' STANDARD DETAIL NUWM,-;H§417
DATE I-RE14510NS
TOM OF HOLL r", SPRINGS :ENGINEERING DEPA
R MEN T
lYpT#LT1 `Y
3
,r-L__m14 Vlr-vv NOTES
I. Ll-'zt THE LENGTH OF T4t' RIPRAP,, APRON;
21' A = t S TIMES I THE MAXIMUM STONE' DIAMETER BUT NOT
LESS 6 THAN to';:
, , , (1nh4
, ,
3. A- FILTER SLA14M. Ok FILTER, FABRIC, SHOUO, BE
INSTALLED, BETWEEN
T�It RlPk4i*: ,-AND SOIL FOUNDATION.
�
x'. Sir
O RTICC A A 0
4,
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PLANTING' Mm
AQGQ1$,T'1'15 � .,NOVEMBER,'.l
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PDRAWING NOTIO, $,CAL t
Dl UERSIO/�J 1 TRH' STANDARD DETAIL NUWM,-;H§417
DATE I-RE14510NS
TOM OF HOLL r", SPRINGS :ENGINEERING DEPA
R MEN T
lYpT#LT1 `Y
3
,r-L__m14 Vlr-vv NOTES
I. Ll-'zt THE LENGTH OF T4t' RIPRAP,, APRON;
21' A = t S TIMES I THE MAXIMUM STONE' DIAMETER BUT NOT
LESS 6 THAN to';:
, , , (1nh4
, ,
3. A- FILTER SLA14M. Ok FILTER, FABRIC, SHOUO, BE
INSTALLED, BETWEEN
T�It RlPk4i*: ,-AND SOIL FOUNDATION.
�
x'. Sir
O RTICC A A 0
t .. 061'1��
*Tirnp'omcriy,,� R d 64' ageta I
'7' esee , accor Imq�. t 'v on.r *4 atl6w, titiipoary 66v�r b6�10f6w.'-.�,64r 11"Inoh*
t'.'be'f6e'e mowing%. o- kstp,;, es
in' b" tha�ded';'
iii
M fescue Iro : eing out.
"500dI6 ;dotes " will` vary by� wecthee�_ ohd[tion '4
roirittilli etc.).
Nb(e an mai'mt.e1n.anIce-, rei*.I.Iii,ile, I ,is not fully; d eq a u fe Reseed, " 'f *u" and FI 1 following ' erosion; or.
q ,
6thirl' dorm di0k'
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..........
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.............. __ ....... ..........................
O
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........................................ . . . . . . . .
.....................
.1 ...... cm 15 chh•
.........................
0 6c,m)
.....................
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL—O—SEED DO NOT SEED PREPARED AREA. CELL—O—SEED MUST BE INSTALLED WITH
PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6- (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12- (30 CM) OF RECP's EXTENDED BEYOND THE UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A
ROW OF STAPLES/STAKES APPROXIMATELY 12- (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH
AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12- (30 CM) PORTION OF RECP's BACK OVER SEED AND
COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST
THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" — 6- (10 CM —15 CM) OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4- (10 CM) APART AND 4- (10 CM) ON CENTER TO SECURE RECP's.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12- (30
CM) APART IN A 6- (15 CM) DEEP X 6- (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" — 5" (5 CM —12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M — 12 M) INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4- (10 CM) APART AND 4- (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
B. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6"
(15 CM) DEEP X 6' (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (15 CM) MAY BE NECESSARY TO PROPERLY
ANCHOR THE RECP's.
NOTE:
A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B B IF NECESSARY TO ALLOW STAPLES TO SECURE THE
C C A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
. . . . . . . . ... C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDMONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6' (15 cm MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
CHANNEL LINER INSTALLATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO- KRG-11000
FILENAME: KRG11000-CD-D1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12-12-11
SHEET NO. EC-8
MMcADAMS
'DATE.**
IyPt
PLANTING' Mm
AQGQ1$,T'1'15 � .,NOVEMBER,'.l
TALL FESCUE 0R,.'HARD'.FtScUE'
_x
30.0;IBS/AME:
NOVEMBER. t °- MARCH I
TALL- FE8�U�AND,'APRUZ 1, RYE'dk ANNUAAYE,,
:500ABS/ACRE''
MARCH., 1.
TALL FE$GUE.'OR, HARD FESCUE.,,
Lgs/ACRE.
IQARC14'1 JULY' 15,
HULLED ;COMMON BERMLIOX GRASS
OR HYBRID. BERMUDA GRASS
OR CENtPEI)r GRAS§:.'
00 ZOYSIA GRASS
OR 5T. AUGUSTINE CRASS
QO Les /ACRE;
APRIL 15:-:JU0E 30
WFEPING .LOVE; CRASS,; OR 134fillk,41R­ASS.
25 LBS /ACRE;
JULY" 15,, ­ -AUGUST 1p"
TALL FESCUE:,, AND
BR6WkT6Pf, .MILLET -OR; sb,GHU- SUDAN 1'1'Y§RID_
35 `CBS /ACRE,
t .. 061'1��
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'7' esee , accor Imq�. t 'v on.r *4 atl6w, titiipoary 66v�r b6�10f6w.'-.�,64r 11"Inoh*
t'.'be'f6e'e mowing%. o- kstp,;, es
in' b" tha�ded';'
iii
M fescue Iro : eing out.
"500dI6 ;dotes " will` vary by� wecthee�_ ohd[tion '4
roirittilli etc.).
Nb(e an mai'mt.e1n.anIce-, rei*.I.Iii,ile, I ,is not fully; d eq a u fe Reseed, " 'f *u" and FI 1 following ' erosion; or.
q ,
6thirl' dorm di0k'
S,,'TA,).VDA_RD,ZETA'&- JVUMM'R�' HS429
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.........................
0 6c,m)
.....................
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL—O—SEED DO NOT SEED PREPARED AREA. CELL—O—SEED MUST BE INSTALLED WITH
PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6- (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12- (30 CM) OF RECP's EXTENDED BEYOND THE UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A
ROW OF STAPLES/STAKES APPROXIMATELY 12- (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH
AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12- (30 CM) PORTION OF RECP's BACK OVER SEED AND
COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST
THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" — 6- (10 CM —15 CM) OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4- (10 CM) APART AND 4- (10 CM) ON CENTER TO SECURE RECP's.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12- (30
CM) APART IN A 6- (15 CM) DEEP X 6- (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" — 5" (5 CM —12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M — 12 M) INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4- (10 CM) APART AND 4- (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
B. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6"
(15 CM) DEEP X 6' (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (15 CM) MAY BE NECESSARY TO PROPERLY
ANCHOR THE RECP's.
NOTE:
A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B B IF NECESSARY TO ALLOW STAPLES TO SECURE THE
C C A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
. . . . . . . . ... C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDMONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6' (15 cm MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
CHANNEL LINER INSTALLATION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO- KRG-11000
FILENAME: KRG11000-CD-D1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12-12-11
SHEET NO. EC-8
MMcADAMS

NbTES' d, -4L SIGNS MJST :MEET M TO C S ANDAR3$wID
1 2 "'- mimmuM gUP+Y'DF-P'H FOR SIGK`TYPL!� WT-1
TIWDETAII PFR NmoT'STAVD? m. G11LDELNES `
2,. IF MORE THAN ,ONE I SIGN IS TO 017 MOUNTED; ON A.',
POST THE BDTT0kl, Dv^r OF THE �LOWSR Si6N NUaT "f3F.`,
FY LEA T 72" F;014 `Hw; GI2DUNi.
3.,'EQR!;B[?DE 4; IFClR6iAiIOh';:SEE DETr,'dL H5387;
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STANDARD'TRAFFIC CONTROL, AND STREET <dAME 51MANp POST`S TA /VC .D f 7 Ili , r�1LIURER, HS359 tnI Towmtiov
FOR LOCAL, 06LLECTOR ANE? MINOR Tk 10R0UGHFARES r A 7F 1[y
Tow/'7-' t,{d/ ��n+ /� ,I, ./'.s�^ / /5� is r,. .., /ti .I,�,T,{�(`'P 4 eft /dJ I I Springs
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_ 6' -0" 5' -0" MIN. 6' -0" RAMP SIDE SLOPES NOT
(VARIES) TO EXCEED 1:12 PER
ADA REQUIREMENTS
CATCHING 24" CURB AND GUTTER
VAN ACCESSIBLE SIGN
9 "H x 12 "W
R7 -BF - SEE SITE PLAN
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FOR LOCATION
1/4" DIA. X 2 1/2` LONG
NOTE: FOR THIS APPLICATION
- -VAN ACCESSIBLE SIGN
(AS REQUIRED)
ACCESSIBLE
TRUSS HEAD GALVANIZED
BOLTS THRU SIGN
THE SIGN MAY BE MOUNTED ON
A POST, THE BUILDING FACE,
TYPE R7 -8 SIGNS
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NOTE: BASIC, DESIRED DIMENSIONS ARE INDICATED.
l[i
(O 3
as
tl
.. ^
d •
/.: '• r.
..• '-
CONSTRUCTION SHALL COMPLY W/ LOCAL AND
STATE D.O.T. DETAILS AND SPECIFICATIONS.
CURB TAPER CURB TAPER
(0--611) (o " -s ")
SPILLING 24" CURB AND GUTTER
NOTE: RAMP AREA SHALL RECEIVE A DETECTABLE WARNING
SURFACE OF COLOR TO CONTRAST WITH ADJOINING SURFACES
PER ADA REQUIREMENTS.
CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS. EXCEPT THAT A 15 FOOT
SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR
THE FACE FORM CAN BE OBTAINED
ACCESSIBLE SIDEWALK RAMP
WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS.
JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
NOT TO SCALE
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM
DEPTH OF 11" SHALL BE MAINTAINED.
CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 3000 PSI AT
28 DAYS MIN.
6' —O" 5'-0" MIN. 6' -0"
(VARIES)
ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER.
JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
RAMP SIDE SLOPES NOT
EXPANSION JOINTS SHALL BE SPACED AT 30 FOOT INTERVALS AND ADJACENT TO ALL RIGID
OBJECTS.
Z
;X ' a " . •
. :
.�' ' �..• " : .:•• '
TO EXCEED 1:12 PER
ADA REQUIREMENTS
d
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z
°
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•
SLPE
•'
:., �;
r. °12• Max
FOR PAVEMENT
CURB TAPER CURB TAPER
`
SPEICS.PLAN
(O" -6 *1) (0 " -6 ")
? :'•,
SLOPE 1/2":1 Fool
NOTE: RAMP AREA SHALL RECEIVE A DETECTABLE WARNING
• °
SURFACE OF COLOR TO CONTRAST WITH ADJOINING SURFACES
PER ADA REQUIREMENTS.
ACCESSIBLE SIDEWALK RAMP
NOT TO SCALE
CATCHING 24" CURB AND GUTTER
METAL SIGN 18"H x 12 "W
R7 -8D. NOTE: SIGN R7 -8E MAY
BE USED IN PLACE OF SIGN R7- 8/R7 -8D
COLORS -
LETTERS, BORDERS AND
ARROWS -GREEN
— HANDICAP SYMBOL - WHITE
ON BLUE BACKGROUND
• - -- BACKGROUND - WHITE
MAXIMUM R7 -8D 40
PENALTY 9 "H x 12 "W
m $250 IF
2" STEEL TUBE POST
PAINT FLAT BLACK
RUSTOLEUM 2 COATS
NOTE: FURNISH AND INSTALL
Ar AT EACH PARKING SPACE
MARKED H.C. ON SITE
PLAN
GRADE
a °
SET POST IN 12" DIAMETER io
° I a BY 12" DEEP CONCRETE
I . e •1 ' FOOTING
L. J I
ACCESSIBLE PARKING SPACE SIGN_
HEIGHT TO BOTTOM OF SIGN
WHEN PEDESTRIAN PATH
FROM CAR DOES NOT PASS
BY OR UNDER THE SIGN.
VAN ACCESSIBLE SIGN
-(AS REQUIRED)
�— TYPE R7 -8 SIGNS
APPROVED FOR USE
7' -o"
HEIGHT TO BOTTOM OF SIGN
WHEN PEDESTRIAN PATH
FROM CAR TO WALK PASSES
BY OR UNDER THE SIGN.
CURB RETURN ACCESSIBLE RAMP
NOT TO SCALE
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
r
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PROJECT NO KRG -11000
FH,ENAME: KRG11000 -CD -D1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12-12-11
SHEET N0.
D -2
'�IIIIII � . •
VAN ACCESSIBLE SIGN
9 "H x 12 "W
R7 -BF - SEE SITE PLAN
VAN
FOR LOCATION
1/4" DIA. X 2 1/2` LONG
NOTE: FOR THIS APPLICATION
- -VAN ACCESSIBLE SIGN
(AS REQUIRED)
ACCESSIBLE
TRUSS HEAD GALVANIZED
BOLTS THRU SIGN
THE SIGN MAY BE MOUNTED ON
A POST, THE BUILDING FACE,
TYPE R7 -8 SIGNS
AND POST, TOP AND
A COLUMN OR OTHER FIXED
APPROVED FOR USE
BOTTOM
MOUNTING SURFACE.
1/2" HELVETICA MEDIUM
DC
flGSSM11V
LETTERS
,
5' -0"
P/ifll�l
18 GAUGE GALVANIZED SHEET
METAL SIGN 18"H x 12 "W
R7 -8D. NOTE: SIGN R7 -8E MAY
BE USED IN PLACE OF SIGN R7- 8/R7 -8D
COLORS -
LETTERS, BORDERS AND
ARROWS -GREEN
— HANDICAP SYMBOL - WHITE
ON BLUE BACKGROUND
• - -- BACKGROUND - WHITE
MAXIMUM R7 -8D 40
PENALTY 9 "H x 12 "W
m $250 IF
2" STEEL TUBE POST
PAINT FLAT BLACK
RUSTOLEUM 2 COATS
NOTE: FURNISH AND INSTALL
Ar AT EACH PARKING SPACE
MARKED H.C. ON SITE
PLAN
GRADE
a °
SET POST IN 12" DIAMETER io
° I a BY 12" DEEP CONCRETE
I . e •1 ' FOOTING
L. J I
ACCESSIBLE PARKING SPACE SIGN_
HEIGHT TO BOTTOM OF SIGN
WHEN PEDESTRIAN PATH
FROM CAR DOES NOT PASS
BY OR UNDER THE SIGN.
VAN ACCESSIBLE SIGN
-(AS REQUIRED)
�— TYPE R7 -8 SIGNS
APPROVED FOR USE
7' -o"
HEIGHT TO BOTTOM OF SIGN
WHEN PEDESTRIAN PATH
FROM CAR TO WALK PASSES
BY OR UNDER THE SIGN.
CURB RETURN ACCESSIBLE RAMP
NOT TO SCALE
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
r
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PROJECT NO KRG -11000
FH,ENAME: KRG11000 -CD -D1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: N.T.S.
DATE: 12-12-11
SHEET N0.
D -2
'�IIIIII � . •

co
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0
0
0
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:o
0
0
0
P
.e
CL
�� TAP DE5/LaM17ED ."
UP TO 2Q' FAR HS -20 LOADING OYLR 20'
4B' ID . ' MAY "BE FLAT OR
MIN ECCENTRIC CONE
5 / PLASAC .CEMENT Puny OR
1 BUTn RUBBER vMT5
. ••`• I s�
TAP DESIaN .
FAR h'S 720 LOADING
AIRY BE FLA r OR • .
ECCENIR/C CAPE"
PLAsnC 'Gaaw PUTTY OR '
BUM RU8B.E7� JL7YNT5
NBRICK AND MIN. 6 THICK. WASYYED
BRICK AAID MIN. E EDDI WASYYED. MORTAR wwwr sTDNE BEDDING .
MORTAR INVFJ?T SiDNE BEDDING
FLAT TOP DETAG .
RAT TOP DETAIL
12• i2} ".
'
DRAWING NOT TO 'SCALE
PRECAST CONCRETE MANHOLE STORM DRAlNAGE.aJUNCTION BOX STANDARD DETAIL NUMBER.-I-18101 mrTOl4Na�
DA TE REWISIONS
Springs. H
TOWN OF HOLL Y SPRINGS. ENGINEERING DEPARTMENT : n e r n A If n:, I N
SHALLOW TYPE
IN VA3XATE TYPE (00
DI3' TYPE (,RXV) ' "
(5 FEET OR LESS IN DEPTH)
(5 FEET TO 20 FEET IN DEPTH)'
60' I.D.
. ';
- - - --
„;+ • - !- O`'E,i
MIN.
IL
+�'' h�
:t MAX
SiANA4RD s.. CLN/QPETE SCAB
0
1 STANDARD STEPS
p•
SIE1 �S 16' aV ..
Lt7ylER. s `• •;
AfIN. s
TAP DESIaN .
FAR h'S 720 LOADING
AIRY BE FLA r OR • .
ECCENIR/C CAPE"
PLAsnC 'Gaaw PUTTY OR '
BUM RU8B.E7� JL7YNT5
NBRICK AND MIN. 6 THICK. WASYYED
BRICK AAID MIN. E EDDI WASYYED. MORTAR wwwr sTDNE BEDDING .
MORTAR INVFJ?T SiDNE BEDDING
FLAT TOP DETAG .
RAT TOP DETAIL
12• i2} ".
'
DRAWING NOT TO 'SCALE
PRECAST CONCRETE MANHOLE STORM DRAlNAGE.aJUNCTION BOX STANDARD DETAIL NUMBER.-I-18101 mrTOl4Na�
DA TE REWISIONS
Springs. H
TOWN OF HOLL Y SPRINGS. ENGINEERING DEPARTMENT : n e r n A If n:, I N
SHALLOW TYPE
IN VA3XATE TYPE (00
DI3' TYPE (,RXV) ' "
(5 FEET OR LESS IN DEPTH)
(5 FEET TO 20 FEET IN DEPTH)'
(OVER 20 FEET IN DEP".
. ';
- - - --
„;+ • - !- O`'E,i
----- -- 7'77-
srANDAA'0 STEPS,` " sEALEv
16' av W? RnNravcm
r
}: SR•
+�'' h�
:. }...y• •rr • h iimMUE SAB
SiANA4RD s.. CLN/QPETE SCAB
i d
1 STANDARD STEPS
p•
SIE1 �S 16' aV ..
Lt7ylER. s `• •;
AfIN. s
. �/ �J lB' ail C&IER
a
. • r . SJ
- MIN' a* WApo
`DIN bw WASNm
-y—
STCWE i
STaYE 6Ewwa
l
AIMl4 Q?A IE HOOD'
fRAMQ VA IF. it HOCK
MIN 6` WAWM '
PER Aar. SM Marc &
NACLY SPRINGS SID (/5874
PER Aar. sm 044AV &'
110LLY 9°RINGS STD Hser4
sTawfi=NG
FRAAf$ QPAT$ 8 HOOID
"
POP Aar sm. Mm & .
H=Y sP>arlAS STD Hsal4
CLWCREIE Z q.l
IN
RE7NfORCED 12'
a Y, Nor M Exam a'
A
I
Y u' ? ti
fWW 5' RI 20'
M/N OIER 20'
V.
Aft 61WASYM
STOW REDOING,�
•�•
• : `
�'•
- � '
do
M/N.'.6• WASYED
1
SIt7WE.6EDDMG
M/AC B- WA5tIED
STOWS BLDDAW .
HG]iSh
SLAB DETAIL'
SLAB,D�TAIL
1. CONCRETE SHALL BE 400"PSI MIN. FOR PRECAST
0
CONCRETE CAT014 BASINS.,
SLAB TNM"kS5 ANO
6' RONf0PM9dNT Fa4
9:4B 1NldlNESS AND
RE1Nfa4L7EMENT fOR B' "
2, PRECAST CONCRETE STRUCTURES "Y ONLY BE IN$TALAEO
SM AND TRAFF7C
SM AN0 IRAfFIC
TO DEPTHS CERTIFIED AS ACCEPTABLE, BY THE
LA0106W BY AN,
26 FNQWEfR
LOADING BY AN
ENdNEER 72
MANUFACTURER
3. No WAFFLE DOxES ALLOYrED.
26
DRAWING NOT TO SCALE
PRECAST. CATCH BASINS
SrAIVDARD DETAIL niuMeER' H8805
nr
7
CONCRETE
HO
Springs
Sp S
DATE
REWSIONS
TOWN OF HOLL Y SPRINGS ENGINEERING DEPARTMENT
'. NORTM (* ;AR0VINh
,. NO
:. TE
FINAL
DRAWING"
— NOT
RELEASED
FOR
CONSTRUCTION
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PROJECT NO. KRG-- 11000
FUENAw: ' KRG11000 -CD —D1
DESIGNED BY:
DRAWN BY: SRW
scAIE: N.T.S.
HATE: 12 -12 -11 "
S13SST NO.
D-311
NIMeAD'AMS

w: f,111 ', ii. IkTi =I
► ti $ �` ±'
v r.
for
S ?!
C'
. +W
,
d bo
401I4
to
DAWNG NOTJO SCALE
sLAAVARD,DErA#-.NVMfiM MW
STANDARD HYDRW
", DATE, R !'�'CIVVS' f
WWOFHOU ?`' SPRINGS EN /f�W 4 01YENt
1, ONCE; INSTALLED,;AND.�11GHT,. THE; 5rm .ROUS,,AND 80 LT5 SHALL BE COATED
WITH 2 COATS .Oi BITLIifh1DUS:;BASE. F'A1NTd. STAINLESS STEEL AND GAGVANfZEC3;
RODS CAN BE 1J5ED.
21 SEE STANI*D. 7H42USX gLOCt4.
3z CPNCRETE SHALL NOT'.00NTACT 8OLTS'OR ENS' "OF:IEHAAL FITIN S.
11
' CAN Ui E .GALVAN &o,'.'Ro6s AND ,CDAT``Robs WHERC :'`THEY ML
DRAINING NOT TC" SCALE;
STANDARD 'DETAIL I+TUUBER,`H a I.,,
PTA hIDARD 1/ALVE RC C DIN
. , . , : SATE RE WSlfUNS' PRNGEG UhINC�PAMEtVT` e,? '
�FI�M,�1IGria 1� Y t
lTOY of tOLY s NK,,
is
•. .w ��• a� sr �- w4w !.T v�, 1 / - ?VV �IrIVf�
©AlE
,
!E
, .WSIO)V
Holly
TOWN' QF'H4LLY SPR S
N�N hTNT
SprIngs
i�, t
ivV -L10>
12-
^� .
n
r/8
ivV -L10>
12-
^� .
n
AfAMM: 8t
SASS uneiTY'sr
'ROADWA'Y
cavr�t 7t MEWAUC "-
tius'fEe t7E
r-
_
:tae
i r f 1
.,.:
7t7.BE iN7N/N.
MIN.°
— _'BAC�KFKE ;"
4
3" , jP3'T -STQNE`
U(lAL CfilECX 1r1t V�' ,
TAMPEP Ml 5,7
BdiGCFtOW'PRE1 7ViJON'?
f,,Er'BOJ,' t1N?.
# =A"
2 °x4 coNe-
CYF`lAIP WA,7E14
amraKS'
spew -,tow
X; 2
CClF7?EIcT
5F•rlER ,
YiIlCF ,
"k,hs■ `z COPPER
inrDrsry i
ewe`
DLr�rt
nos;
t� - r _
/ M/ [P/cRa %uPyU{
CONC BRlAk UNVER'CORP:'
iea
t, MAXIMUM DIRECT TAP SITES. ARE; INDICATED`'.
CDGYC, FOR SUPPORT
7RA'NV?7aN.f1F' ?�7 :AN 1C
IN SPECIFICATIONS.
2., k1ET1 ,,E *X `o gE`LOCA ?EQ AT R%V1.
WA)M MAIN
3. ALL. FlTTiNGS .TO: BE' ,FLAK ®...
.
COMPRESSION, F'ITTINGS ARE M,ALLOWED
4.` ALL ��WATEA METERSiTo BE SUPPLIED"
11
l;ARRY' WASHEO';STONE' UNDER' AND
5 MiETER'TO> READ', IN 100`x' O, .PALLONS,.
AROU10. PIPE TO. PFi0TEC1'
CORPORATION W COCK
DRAWING NOT, TIP ;SCALE'"
STANCARC3 ' I�VATER SERVICE
STANDARD DETAIL NUMBER., Mm
Of r !ft, 0Mv-', (511
DATE
05/0/vs-
TOWN 4F 1=1QLL Y5,P ,ENG'l11%EERING .PEP 8 TiGlE1!IT
his
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
O � „
14 D
O
00
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PROJECT NO KRG-11000
FILENAME: KRG11000 —CD —D1
DESIGNED BY: —
DRA1fN BY: SRW
SCALE: N.T.S.
DATE: 12 -12 -11
SHEET N0.
D -4
MMcADAMS

lNDlPkTQR VALVE, .,'
■E I
TE
. •, ••� . 6- x,19', PIU rAFiKlry(f 1N
.CONCRETE'SL r�oNT.OF Fp'c ,
FLOOR &
ROADWAY
' MfNIMU�A
CHECK VALVE W/BALL JOINTS ICIA L.
DRIP AND CONCRETE THRUST BLOCK (TYP.)'
SUPPORT >.'e (SEE :DETAIL .H5624)
y
1/4- PER FOOT SLOPE -� -+—
4 0.1. RIPE T
MINIMUM (1), 3/4! W '. _ f�PS7 WA HEC:!
i BITIPMIN06S COATING (M. STONE
6lQiES. "r
1) ALL SIAMESE 60NN,ECTIOWS MUST` 9E NAIHIN 50 FEET OF A FIRE <HYI2RAKI1 9
2)'SfAMESE�`CONNECTI'ON CAN BE ATTACHED,TO BUILDING;=
'CHECK VALVE W% SALL.DRILP NOT;REOWRED .1F.SIAMESE CONNECTICIN
,IS TIED' DIRECTLY TD THE BUILDING,
ORAW(NG NOT To: SGAL.E
STANDARD DET'ACHED FC 6NNECT1 31V' STANO,aRO; DETAIL NUMB -M•
DA, rE,, REt�lSIDNS
Springs.
TOWN OF KOLLY SPRINGS ENGINEERING L?EPARTtifENI' ��,� ,, skl.E,i,fr�
NEI
�'���1.kd�'1� �a..i5,��
AT'E?TAPPING VALVE;
a.Ia�
«:k «.,i.l��'
%�'�
• ;
i
r�.
f
m�mmm�
TQP VIE4T
3000 PSI':SO(.ID CONCRETE
SHALL BE';1JSED:pS FCHIING FOR
DUCtLLE tow PIPET:
lNDlPkTQR VALVE, .,'
■E I
TE
. •, ••� . 6- x,19', PIU rAFiKlry(f 1N
.CONCRETE'SL r�oNT.OF Fp'c ,
FLOOR &
ROADWAY
' MfNIMU�A
CHECK VALVE W/BALL JOINTS ICIA L.
DRIP AND CONCRETE THRUST BLOCK (TYP.)'
SUPPORT >.'e (SEE :DETAIL .H5624)
y
1/4- PER FOOT SLOPE -� -+—
4 0.1. RIPE T
MINIMUM (1), 3/4! W '. _ f�PS7 WA HEC:!
i BITIPMIN06S COATING (M. STONE
6lQiES. "r
1) ALL SIAMESE 60NN,ECTIOWS MUST` 9E NAIHIN 50 FEET OF A FIRE <HYI2RAKI1 9
2)'SfAMESE�`CONNECTI'ON CAN BE ATTACHED,TO BUILDING;=
'CHECK VALVE W% SALL.DRILP NOT;REOWRED .1F.SIAMESE CONNECTICIN
,IS TIED' DIRECTLY TD THE BUILDING,
ORAW(NG NOT To: SGAL.E
STANDARD DET'ACHED FC 6NNECT1 31V' STANO,aRO; DETAIL NUMB -M•
DA, rE,, REt�lSIDNS
Springs.
TOWN OF KOLLY SPRINGS ENGINEERING L?EPARTtifENI' ��,� ,, skl.E,i,fr�
NEI
"o .4 i1 it �i' =it i li Ifs »ii. 11 tt if
ill *i ►.�`.�I•�.I..
�'���1.kd�'1� �a..i5,��
AT'E?TAPPING VALVE;
a.Ia�
«:k «.,i.l��'
%�'�
• ;
i
r�.
f
TQP VIE4T
3000 PSI':SO(.ID CONCRETE
SHALL BE';1JSED:pS FCHIING FOR
DUCtLLE tow PIPET:
VALVE.
'FLANG'E'..,
,J". FITTING
NOTES:
a G? • Fx�
NGi
'
1. "CONCRETE :SHALL NOT G.pNTACT
; QJS O'R,' ENDS OF MECHANI.CAJr:
N
.JOINT FITTINGS.:
� � p � �►�
t!i' ` °•
. 4
rq. b f f
TAPPING SLEEV;'`,:
SIDE
DRAWING: NOT TO` 'SCALE
4" — '24" ST4NDARta TAPPING
SLEEVE AND V;4LVE ASSEMB`LY°
STAN
©ARD flETAIL. lV1JMBER; H8628,.
ire, •rmkwc�,
DATE
I RMSIOMS
1611Y`
, 'a." 11, HOL CY .SPhYIMGS E'Vi OIIV_ER NO: DEPARTMENT
'Sprite.,.
MEMNON
"o .4 i1 it �i' =it i li Ifs »ii. 11 tt if
ill *i ►.�`.�I•�.I..
�'���1.kd�'1� �a..i5,��
�`f� T:';.l�:ak'�.x
a.Ia�
«:k «.,i.l��'
%�'�
• ;
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r�.
f
Er- IPItE
Oro
0 t7
W ;
kWOO A"d..
-94t`040 VA LVI
ORiltl
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
s

I[*"* . ow , m PCAM
W, 11 TIES,
1. ANY MANHOLE OVER 1,20! K DEPTH SHALL-,EE V IN DIAMETER.
21.' NO. FLAT T605 kLbWED,
DRAWING' NOT To =ALE
'
15TANVARDPETAIL WUW7,-R,-Tg5
STANDARD WARD PRECASTICONCAETE MANHOLE
1 _VERTICAL SPACING, -: 16* 011C.
'.2.: STEPS `TO PROTRUD
E 5 FROM
FACE OF STRU '
CTURE.,VALL, AND
"HALLr WITHSTAND 'A VERTICAL, LOAD'
OF 400 1%... AND A HORIZONTAL
I N
PULL OUT' LoAD. OF` 1000 CBS.
iof� ?�,
'VlNkYWAVERAGF-,WEKWr;
Ri4o I iiw
COVER 120
00 FRA;We- 7-
i4lo:
BECTM AA
Q WING ,"NOT TGr ACF,
,S)rANDA,
. Dml,wumam HBV
DAYE'l
REWSIONS
HoU Y,
". , *
's , 11
'pl
rY aK

a �
W?4'.B 4nl.B wR`BaKPlwvaF
7,
PVO A AND AW PIP bw C
,1. PVC %, ABS' SO,WEN.T,SHALL,,85 USED AT,ALL JOINTS;
a�AW w,_ rvor ra
5TANDARD DETAIL NUM&EX- H9m rnr:rrwry i+e
$TAI�t1A►t1D SANITAiiY BEWER, L.ATEiAL CONNtTIDt'�OFt: NE1lV LNES;' t iotl
DATE`, REVT5IDN5, Y
A0MV OF' OLL,Y SPl?lNGS,' LVGIIVEERING. DEPAR7MENr! sprat %ys
q' �.pa 1 }qf gf4t AS;
f..qt i.Y4b .;a RYq 4rgsIq§j4t"
MANM3 : fiOnM .
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
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