20110081 Ver 1_Site Plan_20110711

Strickland, Bev
From: Tim Foley[[e-mail]]
Sent: Monday, July 11, 2011 9:19 AM
To: Strickland, Bev
Subject: RE: Boone Dollar General DWQ# 11-0081
Hey Bev,
The set is large, so I have included a link to download the set.
http:/Idl.dropbox.com/­`u/­­25706945/­­full`/`20set.pdf
Thanks.
Tim Foley, P.E.
HenFIy
IAr4,�.cape AmKl sCium l C-,d Fngir.?.sr,q
10224 Hickorywood Hill Avenue
Suite 101 A
Huntersville, NC 28078
p: 704.875.1615
f: 704.875.0959
c: 704.607.4661
www.hensonfoley.com
From: Strickland, Bev jmailto:bev.strickland(s ncdenr.gov]
Sent: Thursday, July 07, 2011 1:05 PM
To: tim(hensonfoley.com
Subject: Boone Dollar General DWQ# 11-0081
Mr. Foley,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Thanks
Bev
Beverly Strickland,Administrative Officer
Division of Water Quality-Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650,Raleigh,NC 27699-1650
Phone#[phone]
Email Address: Bev.Stricklandna,nedenr__gov
Main Line it(919) 807-6301
1

Contents: a
L New co
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C1 COVER SHEET Caret _ co q
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o Center � �.� Z
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C2 SURVEY
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U 5� Hwy
B=�e t
3 SITE PLAN0
C4 EROSION CONTROL PH 1 °� LL � —
C5 EROSION CONTROL PH 2
J I t e t Hies Dr. O U E Cq
C6 GRADING AND DRAINAGE PLAN ° CL
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C7 UTILITY PLAN �ppa%�h, W"dW00d ���� C 0
C8 PLANTING PLAN
Z � �5 �
U Cq
C9 SITE DETAILS o �
C10 SITE DETAILS
C11 SITE DETAILS
C12 SITE DETAILS Vicinity Map oPYR�HT 010
C13 SITE DETAILS Civil Site Plan Package SCALE; N.T.S.
C14 SITE DETAILS
NORTH ARROW
Proposed
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Boone Dollar General
SEALBoone , Watauga County , North Carolina
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Applicant / Developer: 4_4
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BrawleyConstruction Companym
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Contact: Allen Brawley
P . O . Box 1067 a
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Mooresville , North Carolina 28115 a� M0 U
(704) 663-5270 0
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Owner:
T . Cooper James & Associates Revisions:
P . O . Box 10325 1 - 5-20-11 - ADJUSTED TABLE OF
CONTENTS
Greensboro , North Carolina 27404
(336) 855-555
Bid Plans:
File Name: base-2933
Project Number: 2933
Date:May 13,2011 Drawn By:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY, Sheet Of
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

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CURB „� C?/ SET V A\
L NC. DEPT. A
� 9 TRANSPORTATIO6 S
- SIC p5 B/R 1393, PG as \\
A8" RCP 00CRETE �„� 1
NORTH ARROW
-
0 15' 30 60,
CHANNEL \\
5 8" REBAR- ' �' �� T' \\ Graphic Scale 1'
_
' = 30 ft.
ET - � \ sTEE
-- ED GEC J- �� \\ SPIKE
RIP RA-P-� \O� SET
CHANNEL / J/ 9iX'
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/ 16" OAK \ 8" W 14' CHERRY GF \\\ c 310
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NE o Y vico Lr�
16" OA� � 8° BIRCH �� � �
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O' c� U` vALLE CAPITAL GROUP, LLc � U
�319C� aT--BIRCH 7� �r G 3sT 89 P O
BOOK of REC. e
6" W. PINE \A� �� \ ,U
° �
- \'. CC
22" 14" Wo 0 ��
� 010
4„ W
�PINE PINE 2d�W. PINE W. PINE
OPINE 20" WPINE B. 18" CHERRY \\ V �s9 U
1 12'�, MAPLE 02A
10
0PINE �0" BIRCH �l 1
012" 4PLE o"_ W PINE° o �� �� s>> A SEAL a
W I-1
012" CHER Y o 6" OAK � X �� 6 \
16" W. o10' BIRCH 12" OAK ' MAPLE 018 MAP"L
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PINE 010" BIRCH —3200_
RAN oi0" BIRCH 2 W0o�1G" FORCED OAK
NEVI PINE 'ET
'S 8 DEBAR
18" W
Notes. PINE O 8" 0 \ Z 0 1�" LOCUST
10" BIR
1. This is a boundaryand to o ra hic survey of the lands conve ed to Robert Lee Dunni an and � 08'\ C7AK' \ 3 W � n 0 � SS
P 9 P y y g Y � rr' � � i
Linda Dunnigon Humnick by deed recorded in Book of Records 372 at page 509 of the Watauga PINE o �� A, TELEP� E
County Public Registry. ��2' DOUBLE 012" OAK 14" M PLE 5 8" REBA �� ���'�' PER TAL
2. Reference is made to deed to the North Carolina Department of Transportation as recorded W. PINE - �0 SET
In Book of Records 1393 at page 269. » CLEAN ps
MAPLE 010" ERRY' 14" POPLAR " BIRC FEB ® TS /3. Bearings are relative to the North Carolina Geodetic Survey (NAD 27) per ties to surveys of � 3��0— � � 3� /
the AJD Investments, Inc. properties 1e. Bestwestern & County Inn & Suites as shown on 6" BIRCHvq SET p ___ �-
P P y 0 3C�" W 6' BIRCH �8
plat recorded in Plat Book 018 at page 080, Watauga County Public Registry, and have been KENNETR BUDDY wooD PINE POPLAR
„ W' SEE 5 30 to o i
rounded to the nearest five seconds. DB 95, PG 395 8" BIRCH U. OPINE 30"�OPLAR �''1' 14" POPLAR o 8 °A
ZONED: R-3 MULTIFAMILY--- o o 35.7v 2 E
4. All distances are horizontal measurements and the areas have been calculated by the coordinate ,,,, ,,>> � - �0" 0 K
01� CHERRY DLB: 1� CHERRY o8 QIRCH \ �• � � ER
geometry method. 0 14" OAK 20" OAK V /SEA
BIRCH 0" OAK o \ — / EXISTING
5. The ratio of precision of the unadjusted field traverse is not more than 1:10,000 and has been i o10" POPLAR o'4" CRRY �4„ gIRCE 0 o A /
ad.usted b the least s uares method. — ` 06" MAPLE. 2" OAK SN2 0�'35"E 6., �' RAILROAD
y g ��02?' W. PINE 0 78.72' ��� ��ate SPIKE
6. This parcel is zoned B-3 by the Town of Boone. 6" BIRCH � 18" OAK o18" MAP E \ 7q
r rK 06" RED MAPLE
7. This parcel is located in o Zone X, area outside the 0.2% annual chance of flooding, flood area o' y8" BIRCH
per the North Carolina Floodplain Mapping Program. ,W �� 4" RED MAPLE �>> 518" R BAR
n W. PINES 012CHERRY SET
8. Reference is made to right of wa Ions for the widening of U.O. Hi hwa No. 421 East Kin 6" �IRCbI o10" HICK -Y 6 F
9 y P 9 9 y 9 C, Y 6" BIRCH 2" MAR 24" A �F
Street Project U-4020. 22(� o° 06`BIRCH ` CLUSTER
OAK a � T i
6" BIRCH A Y /
9. Elevations are relative to Mean Sea Level, NAVD 88, and the contour interval is 2 feet. 14„ W o00" CHERRY 012" MAPLE LF �' TS A, --� i�
< 0 0" POP 4R 0„ CHERRY R \
GD
PINE o1 w. PINE o10' POPLAR � �� 16 HICKORY ,pp 2 ��. S� �,� S8620'35"Eto 08"-OAK o 1 b�24OAK14" W4" y. 0" BI 9 A"' CHERRY �'93.�0,�� O
PINE 8" BIRCH ODLB 6' BIR H 08" HICKORY, RO MAPLE A �
PINE
�8" OAK
8 W. 8 CHERRb 6" BIRCH o EXISTING
�4 'B1RY �; Y3 RAILROAD
OPINE 0 08" BIRCH � 0 o6' BIRCH SPIKE
o12" (AK �� �14" HIYKDR'Y �T,
14" POPLAR PP �
N8" BIRCH 08" BURG 5 /
16>> W. � os" BIRCH � . �' � � �o; ^�5-
ORIGINAL SURVEY PROVIDED BY APPALACIAN PROFESSIONAL LAND SURVEYORS & CONSULTANTS, P.A., OF BOONE, °PINE 0 0" BIRGH o 14T' HICKORY c�
NC �18" W. o 6"�'MAP�E. j2
PINE 6„�BIRCH � S72�3 '15"W oo� ��C• U
016' W 010' BIRCH, � o 87 LOCUST 12" BI'RCH 0 / / �� - E
PINE 8" BIRCH 010" BIRCH LB 10' 'BIRCH � o � � SET REBAR � �2��y j17.13' ���
SET AT TRIPL U y�i�
P�
6" W. PINE 06 CH 6" BIRCH Y o O
4" W.�PI o. CHERRY 0 6" B RCH E CHERRY MARLE Y�O 0
�" � � . o � �`- EXISTING 1�2" � �
O
�8" BIRCH o°8 BIRC CONDUIT PIPE H
8ERRY- L (]�
i
8"—,Vt PPU-- o,8" BIRCH o6" MAPLE opk',
�`3Q 0 ` 012' CHERRY AAA DUANE H. KNUTH
8° BIRCH g" LOCUST � � � 0°° � �' � eooK of REC. 24e, PG age
LOT 19 PLUS ADDITION
8' BIRCH 6" BIRCH 010" FOCUS
0 0 O 8" BIRCH ZONED:T R--0IKSNGLE FAMILY
10" W. PINE
010" W. PINE 0" BIRC O o6" Bf CH °8" BIRCH 12" LOCUST CD
o BIRCH T \ 0 10" CHERRY
' �„
A 16" CHERRY 08" BIRCH ° EXISTING
�4" W. PINE ° BIRCH Y 5/8" DEBAR
10" W. PINE o 14" BIRCH 010, BIRCH 8" HICKORY
0000 '0
A24" W. PINE BIRCH / o8"'BIRCH 8" BIRCH
6" BIRCH 6" BIRC'H
0° v 20 MAPL
6" BIRCH �m / o
� 012" MAGNOLIA CE 0 006. 18" MAPLE \
6" CHERR
o' FoLsT ��
, 37773�5"\7
o 6" CHERRY 3�2
8" B I A C_.
ALDWN
/ ooDOUBLE CLIFF B
10" LOCUST CH 32 OAK B/R 1311, PG 26 2 Revisions:
fl
\ B/R 1463, PG 853 LOT 4,
LOT 30\ PLAT BOOK 4, PG 203
FAM
EXISTING PLAT BOOK 4, PG 203 ZONED: R-1 SINGLE FAMILY
518" DEBAR ZONED: R-1 SINGLE FAMILY
I
I
MICHAEL C. WOOD I Bid Plans:
DB 12, PG 1
I
File Name: base-2933
Project Number: 2933
Date:May 13,2011 Drawn By:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS /�
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELDL/
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY, Sheet Of
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

GENERAL NOTES:
1. See sheet C-2 for survey notes first. 11. The Contractor shall provide and maintain traffic devices for protection of vehicles and pedestrians
2. Property line and right-of-way monuments shall not be disturbed by construction. If disturbed, they consisting of drums, barriers, signs, lights, fences and uniformed traffic officers or required by the Local
shall be reset to their original locations at the Contractor's expense by a Registered Land Surveyor. Governing Authority.
3. All Construction shall comply within the Town of Boone and the NO Department of Transportation 12. All material schedules shown on the plans are for general information only. The Contractor shall prepare N o
his Own material schedules based upon his Ian review. All schedules shall be verified in the field b the
�� , • Standards. P P Y U
Contractor prior to ordering materials or performing work.
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+� 4. Building dimensions shown on the Civil Engineering Plans are for reference purposes only, Contractor shall w o
use the Architectural and Structural Plans for exact Building dimensions. 13. Non-standard items (i.e. pavers, irrigation systems, etc.) in the right-of-way require a Right-Of-Way
/ Encroachment Agreement with the North Carolina Department of Transportation before Installation. O U
\ 5. All site dimensions are referenced to the face of curbs or edge of paving unless otherwise noted. All z
Building dimensions are referenced to the outside face of structure. 14. Contact the utility company to relocate any existing utility poles. All existing facilities which conflict with 5 0
/ \ the improvements under the scope of this project must be relocated at the expense of the applicant. —
35"E ° RCPP,
6. All sidewalks, curb and gutter, street paving, curb cuts, driveway approaches, handicap ramps, etc. o
�31 5� 4S constructed outside the property line In the right-of-way shall conform to all municipal and/or State 15. Before you dig STOP. Call the NO One-call Center at 1-800-632-4949. IT'S THE LAW.
specifications and requirements. C
6. This project is not in a View Shed. 'D Q
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7. All disturbance incurred to any adjoining property due to construction or demolition shall be restored to
the previous condition or better, and to the satisfaction of the City or State Authority. 17. Sign Permitting is a separate Process from site plan. (Permitted by Others).
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m o Lc,
8. Information on existing utilities has been compiled from available information including utility company and 18. Dumpster screen shall be architectural compatible with the building. 0 � LO
\ \\ municipal record maps and field survey and is not guaranteed correct and complete. Utilities are shown to cq
alert the Contractor to their presence and the Contractor Is soley responsible for determining actual locations 19. Retaining wall color shall match building. o
S� / CIE TO E ISTING N
G �'� SIDEWA and elevations of all utilities Including services. Prior to demolition or construction, the Contractor shall N a
\\� PP contact "DIG SAFE" 72 hours before commencement of work at 1-800-632-4949 and verify all utility 20. Sidewalks shall be constructed in accordance with Roadway and Sidewalk Program handbook for the Town o
UT locations. of Boone, NC.
Y Q PP HYD• �� N 9. The Contractor shall abide by all OSHA, Federal, State and Local Regulations when operating cranes,
booms, hoists, ETC., in close proximity to overhead electric lines. If Contractor must operate equipment close
to electrical Tines, contact Power Company to make arrangements for proper safeguards. c coPYRicHT 20101
5/8" REBAR 1
CURB RCp SET \\ 0. The Contractor shall obtain NCDOT permits for work within the road right-of ways, including local curb
cut permit, sewer and water connection permit and erosion control band if required before the start of any N
' ✓ F( vN�' NC. DEPT. OF \\
1DEWPI" �3/ RI'" TRANSPORT To �, activity. The Contractor shall post all bonds, pay all fees, provide proof of insurance, and provide traffic
RCP
Aa B/R 1393, P 26 \\ protection necessary for the work.
CR
r COB vDGE OF \\� \
W E
CHA RNE ns� \ \\\� \ SPECIAL USE PERMIT CONDITIONS:
8 REBA
SE �pG`� q \'f' �.P \ \\\ SPIKE 1. The applicanr moot hire an a rborist to look after°the safet!o significant trees on the=.eighbors'property.
STEEL
S
EDGE OF \NG SY'\v p � %� \ 2. ins orris`be posted stat:n tic I i a £inG NORTH ARROW
RIP-RA \\A SET p d Pi inetMr b �ii12 s Dour
CHANNEL- i 20 e� ,i �9� EGG \ f% \ 3N The monument sign.Shall be arcttite�:hnnttr°consistent with the building rising corn istco r boi.'.ding materials, 0 15' W. 60,
/. . 4. Deliveries shah not be made before 8:00 a.m.,between 2.-00- :00 p.m,,and after 8:00 p.m.
FT \\\ 5. A good frith effort should be rnade by the applicant to arrange fordutllpster pick-up at a time no+before 8:00 a:m.
LIGHTED PYLON SIGN W/1 \\\ \ or aver�: p.rn- Graphic Scale i" = 30 ft.
UNDERGROUND ELECTRIC o \ vALLE CAPITAL GROUP, LLc 5. Rega1'dii-storm�vater trey nett and retention.bic reterition in the 1"crT of rain gardens or rain ponds will be the
FT OF DEC. 989, PG 357 • first pricarity specifically a.rotind the Tip rap Area in the northeastern corner of th property. As a soccu d alternative,
I \ \ a hybrid approach milizsn bath biaretention and itndergrotind storage with-lie,bioreti ntion being the area of rip
tap in the isorthwestern portion of tire preperry. N CARO
\ T G here there is a oonflict betmveen the application information(bearing a received date.January 1,2011)and the ��` °oeeeeeeO
(" p ° �7i
plats(hearing the received date of March 24,2011 by Henson holey).the plans shall control. Insib it cant � Qo e° FESS/0�°eoo % � �
,� v� deviations tr_ayr be permitted to comply with rile requireznet:ta of the LT1DO. ^Qo
a` U
z711 � \ 8. Any commitments and representations concerning the proposed project glade by the applicant cr its(his or her) = S SEA -
m \ ��0 <P v Nrepresent ,,'tile priblic hearing shall also become a condition of the permit,and a basis for a stop wof-order
Y, 6 \ and/or pour.r revocation ifvialated. o v
9. Final plans shall be submitted that are_o compliance with the provisions of the L` O and c-,cr provisions of th '°° �o toop 4�,� : � �
FUTURE ACCESS EASEMENT �r' �' \ '� / tiCINE
W Fn C G Town Code. O oOpOooeoeo O�`. N
R/ PER LIDO SECTION 158 [e][12] F
\ A� � O. A Town of Boone drive4v-ay permit shall bo obtained prim to final zoning approval. �,� 'i I D. � � � �
5/8" REBAR / / PP 11. 1n executed encroachment agrceim ant for all improvements within CLtC11 r ht-csl-way shall be siibriettted to the 7d
SET planning,&i speetiorrs Department prior to final zoning approval. Z W a
12• All appl.icabie permits required by the state shall be obtained prior to final zoning approval. SEAL
TELEPHONE /
I 8 BOL RDS \ 5/8" REBA PEDESTAL _
SET �, � '. - CLEAN R ZONING CODE SUMMARY
IKE TS 30 �� ITEM# ITEM PROVIDED
\ P
�
KENNETH BUDDY WOOD L a as � o.� I \ J�0 52 �J7 1 BUILDING SIZE 9,013 SF (USABLE)
O E a� \� � ��
DB 95, PG 395 _ _
ZONED: R-3 MULTIFAMILY \0 — — — �R vNE 2 MAXIMUM PARKING SPACES 1 SPACE/ 200 S.F. - 46
my a a � �
I I N-
' � � 3 PARKING SPACES PROVIDED 31 1 MOTORCYCLE 4 BIKE
J / S\ 01'3 \ s'
I \ \F\ / \ 78.7E �\\\ ate\�n 4 MIN. PARKING DIM. 9'X19'
7'8' Q \/ 8" R BAR 24,
\ \\ 5 MIN. AISLE WIDTH
o 12 X55� 6A ING Lr. \/\�T \ \ _ _ �•
9 <v SPACE /� 6 MAX. DRIVEWAY RADIUS ��
N � � � a� I-) _7 �v � �� AS NOTED
YS� v \' ict
/ \ �� \� ��\ vF v y� S86 0 5"E y' 7 HANDICAP SPACES 2 SPACES
o� 52S y 3.10' ��
0 9 �i i 8 OFF-STREET `V
\ \ VA / ,A
EXISTING LOADING/UNLOADING PARKING
130' ) r // \ RAILROAD 9
26.5' ) Z �� V PP SPIKE SITE IS 1.394 ACRES CLEAR
I W OF RW PER APPALACIAN .-.
70 \ /y C� o A n SURVEYS o
\ / REFERENCE IS MADE TO THE TOWN OF BOONE, NO
D O G, \ / #''# '#,po \ 3 '15"W /' 01 ZONING ORDINANCE 0 ct
PROPOSE \ G `�� 5/8" REBAR \ __r#� s'G�',F 117.13' C 1 r�
LAR 7v J`��`' \ SET AT MAPLE TRIPLE \ s'c�%sue SE �Y SITE DATA ct o
o
COL / �1/ \ EXISTING PIPE
RSI LOCATION: CORNER OF FOREST HILL DR. AND 421,
�/ / CONDUIT PIPE �� ��
GENERAL o \ vNl BOONE, NO ro..-IIIII
DUANE H. KNUTH SIDEWALK TO ZONE:BOOK OF DEC. 249, PG 899 PROPERTY LINE B-3: BOONE GENERAL BUSINESS O °� U 4_4
LOT 19 PLUS ADDITION U �i
� PLAT BOOK 4, PG 203 USE; RETAIL
onz / r� ZONED: R-1 SINGLE FAMILYw.
QI
I K� CONTACT: HENSON\LEY
9'x40' HVAC PAD
7048751615 � 0
� � � �, o
WALL \ SOLID WASTE & RECYCLING ^ 1
5/8—REBAR ENCLOSURE, SEE DTL
RET. WALL
RET. WALL
( � INTENSITY REGULATION SUMMARY
GROSS LAND AREA LOT WIDTH FLOOR AREA RATIO OPEN SPACE RATIO RECREATION SPACE RATIO LIVEABILITY SPACE RATIO STREET SETBACK INTERIOR SETBACK O
3 06 1.394 ACRES 105.95' 0.152 0.848 N/A 0.54 20' 17'
31
CLIFF BALDWIN
/ WILLIAM L. PELLA B/R 1311, PG 262
B/R 1463, PG 853 LOT 29
LOT 30 PLAT BOOK 4, PG 203
EXISTING PLAT BOOK 4, PG 203 ZONED: R-1 SINGLE FAMILY
5/8" REBAR ZONED: R-1 SINGLE FAMILY
Revisions:
/ /MICHAEL C. WOOD
Re 12, PG 1
Bid Plans:
GRAPHIC SCALE
30 0 15 30 60 120
IN FEET File Name: base-2933
i inch = 30 ft.
—Project Number: 2933
Date:May 13,2011 Drawn BY:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD3CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY, Sheet Of
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

0)
00
-- 00
/ GENERAL NOTES: CN o
1. RETAINING WALL INFORMATTON SHOWN IS FOR ELEVATION INFORMATION AND HORIZONTAL COORDINATE INFORMATION ONLY. o
n, 9 o
2. OWNER/CONTRACTOR SHALL HAVE RETAINING WALL DESIGNED BY OTHERS. ADEQUATE GEOTECHNICAL TESTING SHOULD BE PERFORMED FOR DESIGN AND FOR INSTALLATION �1/ W N o
VERIFICATTON. TESTING SHALL BE PER THE STRUCTURAL DESIGNERS REQUIREMENTS FOR DESIGN AND CERTIFICATION UNLESS DICTATED BY LOCAL CODES. > v c
-- � 3. SEALED STRUCTURAL DRAWINGS FOR THE WALL SHALL BE SUBMITTED TO HENSONFOLEY O =
Q
/ \ 4. IN STREAM WORK AND LAND DISTURBANCE WITHIN THE 25-FOOT WIDE BUFFER ZONE ARE PROHIBITED DURING THE BROWN AND BROOK TROUT SPANING SEASON OF OCTOBER 15
_ THROUGH APRIL 15 TO PROTECT THE EGG AND GRY STAGES OF TROUT FROM OFF-SITE SEDIMENTATION DURING CONSTRUCTION. rn
- 5. ANY CONCRETE WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE DOES NOT CONTACT STREAM WATER. j
U E co
00 ' 6. HEAVY EQUIPMENT SHOULD BE OPERATED FROM THE BANK RATHER THAN IN THE STREAM CHANNEL IN ORDER TO MINIMIZE SEDIMENTATION AND REDUCE THE LIKELIHOOD OF Q (D o
-- / INTRODUCING OTTER POLLUTANTS INTO THE STREAM. v I Q
0
U _
/ / C a —
o
1.1 SOIL FILL -o U
LO
- A. Plow,scarify,bench,or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material.
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B. Place and compact fill material in layers to required elevations as follows: = o
PP 1. Under grass and planted areas,use satisfactory soil material. o Q
2. Under walks and pavements,use satisfactory soil material.
\ 3. Under steps and ramps,use engineered fill.
�i
PP H y N 4. Under building slabs,use engineered fill.
c 5. Under footings and foundations,use engineered fill.
-( o C COPYRI3TT 2010
518" REBA o \ C. Place soil fill on subgrades free of mud,frost,snow,or ice.
(\ CURB " RCP SET
1.2 SOIL MOISTURE CONTROL N
vdA�K rR A N sP o OF
of Revise percentages in this article according to geotechnical engineer's written recommendations.
RCP CRETE S10E SILT FENCE (TYP.) j e/R 1393, z6�9 A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content.
Aa" SON GE OF �� DISTURBED LIMI
\ 1. Do not place backfill or fill soil material on surfaces that are muddy,frozen,or contain frost or ice. w E
' RIP-RAP ,
2. Remove and replace,or scarify and air dry,otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight.
S_ 8" REBA •••� •� D TURBANCE \ ��
T , 'Q AL OWED \ STEEL 1.3 COMPACTION OF SOIL BACKFILLS AND FILLS
EDGE-OF r DO NSTR OF cp SPIKE a. Place backfill and fill soil materials in layers not more than 8 inches(200 mm)in loose depth for material compacted by heavy compaction equipment,and not more than 4 inches(100 mm)in loose depth for NORTH ARROW
RIP-RAC i` HEA R A c7 SET \ material compacted by hand-operated tampers.
CHANNEL ,, i _ EN \
/ \ n B. Place backfill and fill soil materials evenly on all sides of structures to required elevations,and uniformly along the full length of each structure. o t5' W. so'
SKIMM
BASIN ER \ ` \ c�7\ 31 g Cop soil materials to not less than the following percentages of maximum dry 1t weight according ASTM D 698.
M �� ' ��� Compact win ercenta ea unit wei t to Graphic Sc a I e 1" = 30 ft.
VALLE CAPITAL GROUP, LLC
BOOK of REC. 989, Pc 357 1. Under structures buildingslabs steps,and pavements,scarf and recompact to 12 inches 300 mm of existing subgrade and each layer of backfill or fill soil material at 100 percent.
o CONSTR 0 ENTRANCE
P scarify P P ( ) g 1 Y
/ \ \ 2. Under walkways,scarify and recompact top 6 inches(150 mm)below subgrade and compact each layer of backfill or fill soil material at 95 percent.
\ �� 3. Under turf or unpaved areas,scarify and recompact top 6 inches(150 mm)below subgrade and compact each layer of backfill or fill soil material at 85 percent. ���(N CA R
/ 000
�t 5 4. For utility trenches,compact each layer of initial and final backfill soil material at 95 percent. ��o o�OF E I Did°`e2,y
°Q
S 1.4 GRADING = S SEA -
�• �� o� ;' V 1 N u
A. General: Uniformly grade areas to a smooth surface,free of irregular surface changes. Comply with compaction requirements and grade to cross sections,lines,and elevations indicated. g A
\ A 9� �� 1. Provide a smooth transition between adjacent existing grades and new grades. �J�°°oc 1 ��Qo°oo e1'' �y
tiC N
3200_ �� G o °°°°°°°°° p
�p �� 2. Cut out soft spots,fill low spots,and trim high spots to comply with required surface tolerances. '� D.
/ 518 REBAR ` J /� B. Site Rough Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: z� 1 I .a . 4
NE ET - PP
Revise subparagraphs below to suit Project. SEAL Z W
1. Turf or Unpaved Areas: Plus or minus 1 inch(25 mm).
TELEP;W
` O 5�8" REBA tp \_ A PED STA� —
2. Walks:Plus or minus 1 inch(25 mm).
L CD
SET CLEAN . Pavements: Plus or minus 1/2 inch(13 mm).
3
—3210 A ��� , ® IS 30 ,� C. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch(13 mm)when tested with a 10-foot(3-m)straightedge.
KENNETH BUDDY WOOD ' � S70-5 '3 G,"'E
DB 95, PG 395 i
ZONED: R-3 MULTIFAMILY — 70 — — — — —\ ,i�NE 1.1 FIELD QUALITY CONTROL
Testing Agency: Owner will engage a qualified geotechnical engineering testing agency to perform tests and inspections.
\ ,552 01'35"� �'• �
\ \\ LT FENCE\TYP.) 78 7 ' \ 6 voter / B. Allow testing agency to inspect and test subgrades and each fill or backfill layer.Proceed with subsequent earth moving only after test results for previously completed work comply with requirements.
\ N \ \ \\ C. Footing Subgrade: At footing subgrades,at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison
\ 5�8" R BAR \ of subgrade with tested subgrade when approved by Architect.
W _ DI' BANCE ,�,, \ y /
j LOWED v=. SET �S� �• D. Testing agency will test compaction of soils in place according to ASTM D 1556,ASTM D 2167,ASTM D 2922,and ASTM D 2937,as applicable. Tests will be performed at the following locations and frequencies: ��
22Q \ ST OF c � ,� \<� � A
p H O ALL Js� �� E.Paved and Building Slab Areas:At subgrade and at each compacted fill and backfill layer,at least one test for every 2000 sq.ft.(186 sq.m)or less of paved area or building slab,but in no case fewer than time tests. ct
� �� 86 2 0',35'E i 4. Foundation Wall Backfill: At each compacted backfill layer,at least one test for every 100 feet(30 m)or less of wall length,but no fewer than two tests.
�--�
'. � 30 7 S9 A 3. 10�i 5. Trench Backfill: At each compacted initial and final backfill layer,at least one test for every 150 feet(46 m)or less of trench length,but no fewer than two tests.
\ \ \ EXISTING E. When testis agency reports that subgrades,fills,or backfills have not achieved degree of compaction specified,scarf and moisten or aerate,or remove and replace soil materials to required;recom act and retest until specified
o\, RAILROAD obtained.
t P P scarifyP p
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compaction is o tame .
A�V 7 SPIKE
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SET AT TRIPLE ���ti�i�i o aQ
MAPLE CD EXISTING 112" \ `��O,y RCS 1 � 0 U
\ / CONDUIT PIPE ^' V J r� z k
UN� r� Q
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BOOK OF REL. 249, PI 899
LOT 19 PLUS ADDITION O
PLAT BOOK 4, PG 203
- _ " I' ZONED: R-1 SINGLE FAMILY
P— N
N NA EXISTING
\ old 5/8" REBAR v�
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ow
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� CUFF BALDWIN
WILLIAM L. PELTO B/R 1311, PG 262
B/R 1463, PG 853 LOT 29
LOT 30 PLAT BOOK 4, PG 203
EXISTING DISTURBED LIMITS (TYP.) PLAT BOOK 4, PG 203 ZONED: R-1 SINGLE FAMILY
518" REBAR ZONED: R-1 SINGLE FAMILY
Revisions:
/ /MICHAEL C. WOOD
DB 12, PG 1
Bid Plans:
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET File Name: base-2933
1 inch = 30 ft.
oo-
Pro j ect Number: 2933
Date:May 13,2011 Drawn BY:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY, Sheet Of
AND SHALL NOT COMMENCE OPERATION UNTiL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

,
00
GENERAL NOTES: 00 o
1. RETAINING WALL INFORMATION SHOWN IS FOR ELEVATION INFORMATION AND HORIZONTAL COORDINATE INFORMATION ONLY. CA, z
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2. OWNER/CONTRACTOR SHALL HAVE RETAINING WALL DESIGNED BY OTHERS. ADEQUATE GEOTECHNICAL TESTING SHOULD BE PERFORMED FOR DESIGN AND FOR �/ w �' o
INSTALLATION VERIFICATION. TESTING SHALL BE PER THE STRUCTURAL DESIGNERS REQUIREMENTS FOR DESIGN AND CERTIFICATION UNLESS DICTATED BY LOCAL CODES. > c
3. SEALED STRUCTURAL DRAWINGS FOR THE WALL SHALL BE SUBMITTED TO HENSONFOLEY O =
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3�g 35'JE �S° RCP P, CONSTRUCTION SEQUENCE:
3� �5 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM TOWN OF BOONE. c Cq
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2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR v I Q
(828 268 6960) OF TOWN OF BOONE TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO C z
\ SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A 0
VIOLATION OF CODE AND IS SUBJECT TO A FINE. ^` -U °o
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� 3. INSTALL SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCE, CREEK �
CROSSING/TEMPORARY CREEK CROSSING, SEDIMENT TRAP #1, DIVERSION DITCHES, AND OTHER 0 Co
R` MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. = o
iT IS CRITICAL AND WRITTEN INTO PERMITS THAT NO MORE STREAM DISTURBANCE THAN SHOWN N
PP BE DISTURBED DURING CONSTRUCTION. o
4. CALL FOR ON-SITE INSPECTION BY INSPECTOR (8282686960). WHEN APPROVED,
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INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
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PP H N 5. FOR PHASE II EROSION CONTROL CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR To COMMENCING.
NEPOW r^�� °.\ C COPYRIGHT 2010
G ��✓ 5�8" REBA \ 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. ADDITIONALLY, MONITOR AND
SE, \\ CLEAN SEDIMENT FROM MAIN STREET.
OURSa� RGP - o
" 7. CONTRACTOR SHALL FINISH RETAINING WALLS AND STABILIZE UPPER PORTIONS OF SITE N
LK NC. DE . OF \\ `\ FIRST. A TEMPORARY SINGLE WALLED BY-PASS PIPE SHALL BE INSTALLED IN MIT 10 AND YI
vdA" "3 TRANSPO Rio
E 9 / 4 TO CARRY CAPTURED STORM WATER TO THE SEDIMENT TRAP. THIS WILL ENABLE
5►O SILT FENCE (TYP.) BAR 1393, 26 \\
Aa„ RCP CONCRETE / \ ��D \\ DISTURBED LIMI ( \ INSTALLATION OF WATER QUALITY STRUCTURE. AFTER SITE IS STABLE, REMOVE THE TRAP AND
GE OF
REMOVE TEMPORARY PIPE FOR PERMANENT TIE-INS TO UNDERGROUND WATER QUALITY SYSTEM. w E
RIP-RAP O �" a < \\� \
\ 8. MONITOR SEDIMENT RUNOFF AS REQUIRED. PROVIDE MAINTENANCE AND MAINTENANCE LAG
AS REQUIRED AND INDICATED ON PLANS. CLEAN SEDIMENT FROM SILT FENCE AND SEDIMENT
�T 8" REBA D TURBANCE \ \ \\
• TRAP AS REQUIRED BY NCDENR STANDARDS.
,.. •� ,Q AL OWED � \\ STEEL
EDGE-OF / DO NSTR OF cpP \ SPIKE 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. S
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF NORTH ARROW
CHANNELi / HEA f H5 SET \ AGRICULTURE, AND NCDENR LAND DEVELOPMENT STANDARDS MANUAL.
P- 3 8 o
FES 13. . F � ��� �\ 15' W.
so'
319 \ \\ ` Graphic Scale i" = 30 ft.
7 n 2 Cr j VALLE CAPITAL GROUP, LLC
�31✓V -� Q O \ BOOK OF DEC. 989, PG 357
N E GR ND WATER WA6TY
P 1 A CONSTR 0 ENTRANCE
'A EROSION CONTROL NOTES: CA
0000
C vp 1. NO ON-SITE BURIAL FOR DEBRIS. N
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MH 11 y�\ S \ 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE = S SEA - 0
\�
T EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. _
° v
A 9 Q \ 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
M 0 �j VIOLATION OF THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. ��J°°°FtiC1NEE�°°°�,�'� ¢�
�i W, .°.°p°°°°°° O
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4. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 15 CALENDAR DAYS AFTER LAND u a 518" REBAR V / pP DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. REFER TO EROSION ��iliiii �� .a . d B 8 ET CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. U
�
INLET PROTECTION (TYP.j, 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A SEAL
TELEPE REPRESENTATIVE OF THE EROSION CONTROL INSPECTOR.
0 �8" REBA y A \\ PED STA - _ 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
ET \ \ CLEAN / �I� REQUIRE ADEQUATE TERRACING.
\ TS
30 i� 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT
S P - /� WAS NOT PREVIOUSLY APPROVED. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION
KENNETH BUDDY woo0
- 4 �� S70 5�30",E �- �� ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
DB 95, PG 395 - _ _
ZONED: R-3 MULTIFAMILY 70 - -\ /vNE
\• �� iR 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF
\ �\'01 �. AGRICULTURE, U.S. SOIL CONSERVATION SERVICE.
\ \5,9 \ s�y'o m \
78.72 ����t���vl 9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
�
SILT FENCE (TYP.), N :STREAM \ \ DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
W \ DIS ANCE \ 518" R BAR \ CONTACT WITH THE NCDENR EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
n LO D un. SET 7 \ �. PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
322Q ST OF w S� y �
\ c I 9 y 10. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVENct
O
T H U ALL o c s�\\ \� \` j Lq CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF
A �0 \ - F S86 20'V'\ i PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE
3.10�y MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
r�
INLET PROTECTION �TY .) EXISTING 11. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
O RAILROAD NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
SPIKE SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
Pf ©P�Ep yo A I � / PP 4� �--� ct
cy \0� � o , >v 12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY Acc
�Z \ \ - �-�#_ / REPRESENTATIVE OF THE WATER QUALITY DEPARTMENT.
DOLLAR \ �� # # #` S72 3 '15"w o
\ I �; 'Qp // O� 13. PRIOR TO CONSTRUCTION OF NEW PAVEMENT, SITE SHALL BE GRADED SO AS TO PROVIDE U O
GENERAL \ \ \ ., r s c 117.13' SE��(I
I 518 REBAR \ syG�'F SETTLING AREAS AROUND CATCH BASINS. CATCH BASIN RIMS SHALL BE SET AT FINISH GRADE. c�
N I, SET AT TRIPLE AREAS IMMEDIATELY ADJACENT TO BASINS SHALL BE SEVERAL INCHES BELOW FINISH GRADE O
1 o y MAPLE EXISTING 112" v 0,1,
\ RS��Y UNTIL PAVEMENT IS CONSTRUCTED. N
I / \ CONDUIT PIPE f
\ a 0 U I 14. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE �� Q
O � DUANE H. KNUTH COMMENCEMENT OF ANY SITE WORK OR EARTHWORK OPERATIONS, SHALL BE MAINTAINED C.
� \ URING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND O U
o °• � BOOK OF DEC.REC 249, PG 899 '^
\ O LOT 19 PLUS ADDITION GROUND COVER IS ESTABLISHED.
i ° a \ PLAT BOOK 4, PC 203
��� • �� ZONED: R-1 SINGLE FAMILY • ��
1 15. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT FENCES TO PREVENT
9'x40' HVAC PAD 1 AND/OR CONTROL SILTATION AND EROSION. Cj 0 V1
I � EXISTING 16. TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORM WATER DOES � O
1 5/8" REBAR UNO E INFILTRATE THE MATERIALS AND THEREBY RENDER THE STOCKPILE UNSUITABLE FOR FILL
S
rT,
�� 17. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH
O W
MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL O
.. BE LEFT DISTURBED AND UNSTABIUZED FOR PERIODS LONGER THAN IS ABSOLUTELY
NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK OR SIX MONTHS
\\\ 1g� 06�, AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS. M
1 I I
3 35 W 18. INLET/OUTLET PROTECTION SHALL BE REQUIRED FOR ALL CULVERTS/PIPES/INLETS/OUTLETS
LOCATED WITHIN THE AREA OF DISTURBANCE UNTIL THE SITE IS FULLY STABILIZED.
CLIFF BALDWIN
WILLIAM L. PELTO B/R 1311, PG 262 \ 19. ROCK CHECK DAMS SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS
B/R 1463, PG 853 PLAT BOOK 4,LOT 9PG 203 LOCATED IN FILL AREAS & SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED FILL AREAS
LOT 4, ZONED: R-1 SINGLE FAMILY DURING CONSTRUCTION, OR AS DIRECTED BY THE OWNER/ENGINEER. NO SEDIMENTS SHALL
EXISTING DISTURBED LIMITS (TYP.) PLAT BOOK 4, PG FAM
5/8" REBAR ' zoNEO: R-1 SINGLE FAMILY ENTER THE ON-SITE OR OFF-SITE DRAINAGE SYSTEMS AT ANY TIME.
20. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL
MATTING S75 OR AN APPROVED EQUIVALENT BY THE ENGINEER AND PROTECTED FROM
EROSION. Revisions:
21. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR
AND MUST BE TAKEN OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
MUNICIPAL REQUIREMENTS.
22. THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE
MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
ADJACENT RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
ADJACENT RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
23. SEDIMENT BASIN SLOPES SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER
MICHAEL C. WOOD
DB 12, PG 1 CONSTRUCTION.
24. CONTRACTOR SHALL CONTACT TOWN OF BOONE (828) 2686960 TO SCHEDULE A
PRE-CONSTRUCTION MEETING.
25. THE APPROXIMATE DISTURBED ARE FOR THE SITE IS 1.2 ACRES.
Bid Plans:
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET ) File Name: base-2933
1 inch = 30 ft.
Pro j ect Number: 2933
Date:May 13,2011 Drawn BY:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS C
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD J
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY, Sheet Of
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

,
00
GENERAL NOTES: 00 o
1. RETAINING WALL INFORMATION SHOWN IS FOR ELEVATION INFORMATION AND HORIZONTAL COORDINATE INFORMATION ONLY. CT, z
n1 o
2. OWNER/CONTRACTOR SHALL HAVE RETAINING WALL DESIGNED BY OTHERS. ADEQUATE GEOTECHNICAL TESTING SHOULD BE PERFORMED FOR DESIGN AND FOR �/ w �' o
INSTALLATION VERIFICATION. TESTING SHALL BE PER THE STRUCTURAL DESIGNERS REQUIREMENTS FOR DESIGN AND CERTIFICATION UNLESS DICTATED BY LOCAL CODES. > c
-- 3. SEALED STRUCTURAL DRAWINGS FOR THE WALL SHALL BE SUBMITTED TO HENSONFOLEY O =
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81
--
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Line Line Qnd/Rim RimI Line Drng Total Runoff Incr Total I Q Total Line Capac Vel Invert Invert Line Vel Q
No. ID El Up Length Area Area Coeff CxA CxA Inlet Capt Runoff Size Full Dn Up Dn Slope Ave U a
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(ft) (ft) (ft) (ac) (ac) (C) (inlhr) (cfs) (cfs} (in) (cfs) (ftls) (ft) (ft) (°I°) (ffls)
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11 RB 12 TO FES 13 3196.75 13.31 36.963 0.86 0,86 0.80 0.69 0.69 7,24 4.98 4.98 24 19,33 3.98 3182.29 3182.06 0.62 4.15 CMP v
PP 10 CB 8 TO CB 9 3194.50 0.72 39.752 0.21 0.21 0,95 0.20 0.20 7.24 0.50 1.44 12 5.30 5.74 3193,00 3192.25 1.89 4,66 SLOTT-1 DRAIN
�15
'� -� \2 -
9 CB 9 TO CB 10 0,00 78.748 0.39 0,60 0,95 0.37 0.57 7.24 0.77 4.13 12 4.01 5.25 3190,25 3189A0 1.08 5.25 CMP
CD
PP HYD \N 8 YI 5 TO YI 6 3207.30 3,14 53.332 0.02 0.02 0.50 0.01 0,01 7,24 0.07 0.07 8 1,27 1.97 3204.00 3203.50 0.94 1.77 PVC
VA
\ \ 7 YI 6 TO YI 7 3206.00 7.30 81.498 0.01 0,03 0,50 0.01 0.02 7,24 0.04 0.11 8 2.90 3.96 3198,50 3194.50 4.91 2,86 PVC
P C COPYRIGHT 2010
B 5/8" REBAR �A \ w A 6 YI 7 TO MH 10 3198.20 3.70 129.009 0.00 0.03 0.00 0.00 0.02 0.00 0.00 0.11 8 2.57 0.31 3194.30 3189.33 3.85 1.03 PVC
CAR „ RGP SET A\ 6
5 MH 10 TO UNDGRND 3197.70 6.68 18.759 0.00 0.63 0.00 0.00 0.58 0.00 .... 4.23 12 8.50 5.84 3189.20 3188.29 4.85 5.84 CMP N
L�( NC. DEFT. of \\ J '
tpEvdA ��/ TRANSPORT Ti0 \\ 4 YI 1 TO YI 2 3210.50 3,57 36.806 0.11 0,11 0.50 0.06 0.06 7.24 0.40 0.40 8 1.36 1.14 3206,49 3206.09 1.09 1,52 PVC
6
„ RCP CRETE 5 "" j B/F 1393, P
3 YI 2 TO YI 3 3210.60 3.75 97.362 0.21 0.32 0.80 0.17 0,22 7,24 1.22 1.61 10 3AS 5.05 3205.89 3203,80 2.15 4,58 PVC
SEDGE OF \ W E
RAP 2 YI 3 TO YI 4 3207.70 3A3 64,000 0.03 0,35 0.50 0.02 0.24 7,24 0.11 1.72 12 14,79 12.57 3203,40 3194DO 14.69 8,20 CMP
8 II •�' 1 YI 5 TO UNDGRD 3198.00 6.74 12.498 0.37 0.72 0.50 0.19 0.42 7.24 1.34 3.06 12 8.66 3.90 3189.92 3189.29 5.04 4.40 CMP
T ti AI OWED \\ STEEL
EDGE-OF DO NSTREAM F \ SPIKE
/
RIP-RAC i:.•/ �•p H W LL `$ SET NORTH ARROW 9i f,
CHANNEL ". � i � 318 �; � \ � o 15' W. 60'
Graphic Scale 1" = 30 ft.
VALLE CAPITAL GROUP, LLC
LL BOOK OF REC. 989, PG 357
C - ETAIL SHT) BP 12 INS\7CA
NEW SLOPES 3:1 MAXN °
'r°
GRADE, IXCEPT WHERE � 7: \ C 9 `S 2.0 S� Qo°�FE S ,°
S/p�°off', °? �
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v � Dp SEAL
3 981 FQ-�c �0
2933 Boone Dollar General Number of lines:11 Date: 5/16/2011
TELEPHON
E /
3199. 2 - 9 � �8" REBA PED STAL _ S: Intensity=88.241(Inlet time+15.50)"0.83--Return period= 10 Yrs.; i Inlet control; Critical depth
a
,g00�2 1 CLEAN 3�
P1 Hyd raflow Storm Sewers Extension
O , `
TC9 72 .y
KENNETH BUDDY WOOD 3 TO 2 5 - 4 S70 5 ,30- E \v
\ a
DB 95, PG 395
ZONED: R-3 MULTIFAMILY ' •� i .70 - - - - ��� v\ R���
_ P 320
T \ /
r N m a a 9
Airy \ V 78.72'
7\ 3199 �,3197, �� �9s N M V �''
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DUANE H. KNUTH
BOOK OF REC. 249, PG 899
LOT 19 PLUS ADDITION
N '- PLAT BOOK 4, PG 203
T_ ZONED: R-1 SINGLE FAMILY
o
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EXISTING
a 0� YI m m~ 5/8" REBAR
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000 CLIFF BALDWIN
/ - WILLIAM L. PELTO BAR 1311, PG 262
B/R 1463, PG 853 LOT 29
LOT 30 PLAT BOOK 4, PG 203
EXISTING PLAT BOOK 4, PG 203 ZONED: R-1 SINGLE FAMILY
5/8" REBAR ZONED: R-1 SINGLE FAMILY
Revisions:
/ /MICHAEL C. WOOD
DB 12, PG 1
Bid Plans:
GRAPHIC SCALE
30 0 15 30 60 120
IN FEET ) File Name: base-2933
1 inch = 30 ft.
Pro j ect Number: 2933
Date:May 13,2011 Drawn BY:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS Sheet Of� 1
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

1 �
- GENERAL NOTES:
1. THE PROPERTY OWNER/CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE WATER AND SANITARY SEWER MAINS AND APPURTENANCES LOCATED IN THE
PROJECT AREA UNTIL CONSTRUCTION IS COMPLETE.
00
2. THE TOWN OF BOONE PUBLIC UTILITIES DEPARTMENT WILL BE RESPONSIBLE FOR MAKING BOTH THE WATER AND SANITARY SEWER TAPS AND INSTALLING THE WATER I c o
- r METER ALL AT THE PROPERTY OWNERS/DEVELOPERS EXPENSE. PLEASE CONTACT JACK HARMON AT 828-268-6250 FOR TAP ESTIMATES AND TO BE PLACE ON THE u q
SCHEDULE. z
3. ALL UTILITIES SHALL BE UNDERGROUND. W •N o
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BAR 1393, P 26 \\ \
Aa" RCP CO CRE GE OF \\\ \
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SET i \ \\ STEEL \
EDGE OF / i9� \ cp� \ SPIKE S
RIP-RAPS, i \O,p \ I \ a \ SET \ NORTH ARROW
CHANNEL ,. / , yi \
0 15' 30' 60'
Graphic Scale 1" = 30 ft.
\ 0A \ Ll' vALLE CAPITAL GROUP, LLc
/ Q O� \ BOOK OF RED. 989, PG 357 11II"
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\ ��-� CLEAN 30'
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KENNETH BUDDY WOOD S70 52 30 E
DB 95, PG 395 A \
ZONED: A MULTIFAMILY `
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DODOLLAR /, eJ�� \ SET AT MAPLE TRIPLE \ G'r��11ys/ J O b�Q
/'.1 �J EXISTING 1/2" V oy �[RS� 1 `rwk
YI GENERAL < � CONDUIT PIPE \ 1 1NI L Q �,
1� V
.e\ DUANE H. KNUTH ,� •
r�
BOOK OF REC. 249, PG 899
LOT 19 PLUS ADDITION U
PLAT BOOK 4, PG 203 • ��
' r� ZONED: R-1 SINGLE FAMILY n••I
9'x40' HVAC PAD I jY1 o
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31 3 �J06 v
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WILLIAM L. PELTO B/R 1311, PG 262 \
BAR 1463, PG 853 LOT 29
LOT 30 PLAT BOOK 4, PG 203
EXISTING PLAT BOOK 4, PG 203 ZONED: R-1 SINGLE FAMILY
5/8" REBAR ZONED: R-1 SINGLE FAMILY
Revisions:
/ /MICHAEL C. WOOD
DB 12, PG 1
Bid Plans:
GRAPHIC SCALE
30 0 15 30 60 120
IN FEET File Name: base-2933
1 inch = 30 ft.
Project Number: 2933
Date:May 13,2011 Drawn By:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD /
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY, Sheet Of
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

vvv�v PLANT LIST
SYM. QTY. SCIENTIFIC NAME CAL. HEIGHT SPREAD COND. SPACING
COMMON NAME
/ 00
\ LARGE MATURING TREES �S�`\ / 25' STREET YARD ( 0 LF) ACES 13 Acer saccharum'Legacy'
"
N \\ -9 LARGE DECIDUO 2.5 12'-14' B&B A.I.
TREES Sugar Maple� CN o E-4 EVERGREEN o
TREE QUEP 6 Quercus palustris 25" 12'-14' B&B AI �.� U
( . . .
-110 SHRUBS 75% E RGREE _ \ Pin Oak z '
1
ZELS 2 Zelkova serrata'Green Vase' 2.5" 12'-14' B&B A.1.
Green Vase Zelkova W o
E
ORNAMENTAL TREES � U c �
2 ��� - \ CHIR 11 Chionanthus retusus 2.5" 8'-10' B&B A.1.
I�JJ
0 . {--\A \ \` f\ Chinese Fringetree Q
EVERGREEN TREES � (D -
CUPL 5 Cryptomeria 8'-10' B&B A.I.
P l�L
V Gv� \, TYP. Japanese Cedar o
PINV 48 Pinus virginiana U
\ ' PI V, \ YP. \\ \ Virginia Pine 8'-10' B&B A.I. E Cq
Q > o
AC ° YP. A\ SHRUBS -
_ \\ ABEG 55 Abelia x grandiflora'Edward Goucher'
TREET D (106 LF) / ILEG,,T 30-36" 30-36" 5 Gal. 5'OC U a
-4 LA ECIDUOUS TREES \ I \\� Edward Goucher Abelia o ,
-2 EVERGREEN TREES
ILEG 52 Ilex labra
30-36" 30-36" 5 Gal. 5'OC W
� 4 \ t\ � °
47 SH Inkberr UBS (75% EVERGREEN) "" , ' \\
L ILCH 28 Ilex glabra'Chamzin'P.P.#6962 0 m
ILEG, TYP. VIBR, TYP. \ Nordic Inkberry Holly 18-24" 18-24" 3 Gal. 3'OC = o
ACES, TYP. PRUL 151 Prunus laurcerasus'Otto Luyken' N
QUEP, TYP. ` Laurel 24-30" 24-30" 5 Gal. 4 OC o
PRUL, TYP , PRUL, TYP. VIBR 15 Viburnum rhytidophyllum
VIBR, TYP \ Leatherleaf Viburnum 36-42" 36-42" 7 Gal. 6'OC
ABEG, TYP.
ABEG, TY �� \� i \ ZELS, TYP. GROUNDCOVER
VIMI 56 �Vinca mI nor'Bowles'
' \ \ Bowles'Common Periwinkle 1 Gal. 4'OC
."" • �� V A M COPYRIGHT 2010
\ N
\\ TREE PLANTING NOTES'
.. 16" OAK 13 \ \ \ \\
O • ' \ 1. ALL TREES SHALL BE PLANTED PER TOWN STANDARDS AND DETAILS.
16" OAK \ �V a A \\ W E
/• / 2. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM
\ \ \ THE ROOT BALL PRIOR TO BACKFILLING PLANTING PIT.
3. LARGE MATURING TREES SHALL NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR
ILEG, TYP. BP 12 \ \ /� TRANSMISSION LINES EXIST. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL THE NORTH ARROW
\ URBAN FORESTER TO RESOLVE BEFORE PLANTING.
� PINV, TYP. �\\\ �
CHIR, TYP. \ 4. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. 0 10' 20' 40'
\ S EXISTING VEGETATION=f40 TREE CREDITS TOWARDS 77
/ ,.\ CB 9 \\ \ STREET YARD AND BUFFER REQUIREMENTS 5. NEW TREES SHALL BE A MINIMUM 2.5" CALIPER FOR STREET TREE REQUIREMENTS. Graphic Scale 1 = 20 ft.
CONTRACTOR SHALL SUPPLEMENT EXISTING
15' TYPE "B" BUFFER ADJACENT TO MULTI-FAMILY (318 LF) \ \ � \ � y VEGETATION AS NEEDED TO SATISFY BUFFER AND 6. SEE TREE PRESERVATION NOTES ON GRADING AND EROSION CONTROL SHEETS.
(REDUCED TO 10' TYPE "A" BUFFER W/ FENCE) " \ // STREETYARD PLANTING REQUIREMENTS
20 PLANTS REQUIRED PER 100 LF • H 1 1l \ \/ 7. ALL TREES ARE TO BE NURSERY GROWN, BALL AND BURLAP (B & B) PREFERRED.
-3 EVERGREEN TREES (10) �� \ MINIMUM TREE SIZE IS 2.5" CALIPER (MEASURED 6" ABOVE ROOT BALL), 8" MINIMUM HEIGHT. ����;�� CA/QO�i,�
-1 LARGE DECIDUOUS TREES (3) SS ° ° m
-2 ORNAMENTAL TREES (6) ACES, TYP. \� \\ \ \ 8. STAKING IS OPTIONAL. RUBBER HOSE AND ROPE OR WIRE FOR STAKING IS NOT Qo°OFESS/O�°°°2
\ °
-14 SHRUBS, 75% EVERGREEN (45) MH � •. � \ RECOMMENDED. NO WIRE OR ROPE IS TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL �oQ� � •• '-'
\ TRUNK WRAP, TREE STRAPS, AND STAKING WIRE OR ROPE AFTER ONE GROWING SEASON. = g SEA - o
\�� A VS PRUL, TYP. / -- _ _ U
D
\ ABEG, TYP. \ 9. GUY WIRES ARE NOT PERMITTED IN THE STREET RIGHT-OF-WAY.
ILEG, TYP. \ 10. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, ,�O°°ohGINE�oo°��,�'�� ¢U
\ °A V A "SHADE AND FLOWERING TREES"). � D. F �
CB 8 ° U
1 1. NEW AND EXISTING TREES ARE PERMITTED WITHIN SIGHT TRIANGLE, BUT MUST BE LIMBED "
D To 6' HEIGHT CLEARANCE. SEALND z w a
\ �\ \ / 12. NOTE: SIMILAR CRITERIA FOR TREE PLACEMENT AND PRUNING UP SHOULD BE CONSIDERED
AT DRIVEWAY/STREET INTERSECTIONS.
SEED \ •� \\ / - 13. CONTRACTOR SHALL MAINTAIN A CLEAR LEVEL BETWEEN 30" AND 72" ABOVE STREET. AREA
/ \ MUST BE FREE OF LIMBS AND FOLIAGE FOR SAFE CROSS VISIBILITY.
4" A)PE R o BIRC
TREE PROTECTION NOTES
° - - I \ O O 1 p \ \ \ \ PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED TREES DESIGNATED TO
\ \ 4' POPE O _ _ _ BE SAVED IN DEVELOPMENT AREAS, PRIOR TO THE START OF DEVELOPMENT ACTIVITIES OR
' 'V - - - GRADING. PROTECTIVE BARRICADES SHALL REMAIN IN PLACE UNTIL DEVELOPMENT ACTIVITIES
4" OAK K -�` ARE COMPLETE OR CONSTRUCTION IN ACCORDANCE WITH STANDARDS SET FORTH IN THIS
/ 0 K \ - SECTION COMMENCES. THE AREA WITHIN THE PROTECTIVE BARRICADE SHALL REMAIN FREE OF
O-AD 0/ i ALL BUILDING MATERIALS, DIRT OR OTHER CONSTRUCTION DEBRIS, CONSTRUCTION TRAFFIC,
ILCH TYP. ro w ° • \ \ 1 L OAK \ IN,
STORAGE OF VEHICLES AND MATERIALS, AND GRADING SHALL NOT TAKE PLACE WITHIN THE
DRIPLINE OF THE EXISTING TREES TO BE PROTECTED. BARRICADES SHALL BE ERECTED AT A
\ 01L'\�9�K 61L' MA LE \ ��� - _ MINIMUM DISTANCE FROM THE BASE OF PROTECTED TREES ACCORDING TO THE FOLLOWING
ILCH TYP. ° STANDARDS:
PRUL TYP. ° \ I \ \/\
S D V A �- TREE PROTECTION FENCE/BARRICADE MDT MEET OR EXCEED TREE ORDINANCE GUIDELINE
ABEG, TYP. ° \I I / \ O , O \ �\ \� �.�- f STANDARDS.
PINV, TYP. O � 1 MAP OAK °° \ ��� �� 2. TREE PROTECTION FENCE/BARRICADE MUST BE INSTALLED BEFORE ANY DEMOLITION,
QUEP, TYP. CLEARING, GRADING, OR CONSTRUCTION AND MAY NOT BE REMOVED UNTIL AFTER AN pp
AA O M)A EE \ \ ` INSPECTION BY URBAN FORESTRY STAFF.
ILEG, TYP. I�dI H 16" HICKORY I / A �O a \ D a-, o
3. NO SOIL DISTUBANCE OR COMPACTIN, UCTIO
0 \ / RY\ I 24' OAK \ � TRENCHING OR OTHER LAND DISTURBIINGOACTIVITTYSALOW DNINATREE4SAVERAREAS. BURIAL PITS, m C-)
' ACES, TYP. \ �0 MAPLE �
4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR
CUPL, TYP. A AV IMMEDIATE CORRECTIVE ACTION/MITIGATION. C� ct
HICKORY \\ 5. ADD NOTE TO CONSTRUCTION SEQUENCE: URBAN FORESTER (704-3366769), MUST BE
O
I O \ \ NOTIFIED OF THE PRE CONSTRUCTION MEETING.
C� .0 \
6. FOR TREES 10" OR LESS DB PROTECTIVE BARRICADES SHALL BE PLACED A MINIMUM
, " ° \ �-
\ O 14" HICKORY \ T 'oo DISTANCE OF 10' H:FROM THE BASE OF EACH PROTECTED TREE, OR OUTSIDE THE DRIPLINE, O
\ // CHIR, TYP. \ WHICHEVER IS GREATER. [�
/ i PRUL, TYP. \ _ _
1L/ CH �� O 7. FOR TREES GREATER THAN 10" DBH: PROTECTIVE BARRICADES SHALL BE PLACED AT A ct
/ • PINV, TYP. MINIMUM DISTANCE EQUAL TO 10' FROM THE BASE OF THE PROTECTED TREE PLUS AN
�/ ADDITIONAL V FOR EACH ADDITIONAL 1" DBH GREATER THAN 10" DBH, OR OUTSIDE THE
06 \ DRIPLINE, WHICHEVER IS GREATER.
ILCH TYP. / \
I Y1 2 \ r \ \ 8. CONSTRUCTION ACCESS TO A SITE SHOULD OCCUR WHERE AN EXISTING OR PROPOSED
M
" CI 25' TYPE "C" BUFFER ADJACENT TO SINGLE-FAMILY (122 LF) ENTRANCE/EXIT IS LOCATED.� w
° a a 4 a as \ • 30 PLANTS REQUIRED PER 100 LF \ 9. EXCEPT FOR DRIVEWAY ACCESS POINTS, SIDEWALKS, CURB AND GUTTER, NO PAVING WITH
PINV, TYP. Po -10 EVERGREEN TREES (12) CONCRETE OR OTHER IMPERVIOUS MATERIALS WITHIN A TREE DRIPLINE SHALL BE ALLOWED.
° D a ° -3 LARGE DECIDUOUS TREES (4)
CHIR, TYP. -2 ORNAMENTAL TREES (2) 10. LIMIT CUT AND FILLS TO Y4 TO 0 THE AREA WITHIN THE DRIPLINE.
a
ABEG, TYP. nz ACES, TYP. -15 SHRUBS, 75% EVERGREEN (18)
ag \ 11. AVOID CUT AND FILL AROUND ENTIRE CIRCUMFERENCE OF TRUNK.
ILEG, TYP. ED PINV, TYP.
VIMI, TYP. KIM PRUL, TYP. 12. WHERE GRADING LEAVES ROOTS EXPOSED, CUT ROOTS CLEAN.
\ Revisions:
13. AVOID FILLING WITHIN THE DRIPLINE OF A TREE WITHOUT SOME MECHANISM TO ALLOW AIR
TYP. SEED \ AND WATER TO REACH THE ROOTS.
YI PINV, TYP. \
° 8" HICKORY
O
18" MAPLE
10 U
10" OCUST 0 0 DOUBLE
o • �� 6" BIRCH 32" OAK
Bid Pans:
25' TYPE "C" BUFFER ADJACENT TO SINGLE-FAMILY (200 LF)
PINV, TYP. (REDUCED TO 15' TYPE "B" BUFFER W/ FENCE)
CHIR, TYP. 30 PLANTS REQUIRED PER 100 LF
-10 EVERGREEN TREES (20)
PRUL, TYP. -3 LARGE DECIDUOUS TREES (6)
QUEP, TYP. -2 ORNAMENTAL TREES (4)
-15 SHRUBS, 75% EVERGREEN (30)
File Name: base-2933
Project Number: 2933
Date:May 13,2011 Drawn BY:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS Sheet Of�
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELDCONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

JOINT SEALER 1/8" RADIUS (TYPICAL)
1/2" RADIUS �6" 2'-0"
3" RADIUS 1/2" RADIUS �6' 1'-0"
��� oo
1/8" RADIUS 3" RADIUS 1 8 E
cO
` N O
° Q SURFACES OF GUTTER T U T
1/8" RADIUS a a O
d o N .. ° ° e d°e LLJ •N
° a ° a CONTRACTION JOINT o
a d e ° a a ae. .° BACK OF CURB
d .a SEE STD. 10.17C GENERAL NOTES O C�
a
2'-6
° ° � o
STANDARD 2'-6" CURB AND GUTTER �1'-6' JOINT FILLER LL_
1 '-6" STANDARD CURB AND GUTTER 2'-6" CURB AND GUTTER Q r 01
V-6" CURB AND GUTTER o
TRANSVERSE EXPANSION JOINT
_c
oo
LIP OF GUTTER/EDGE OF PAVEMENT . . . ' ^ Q > o
NOTES: v ' a
10'-O" 10'-0" 0
1 . CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, n1 0
US A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED �LJ o ri
3" RADIUS 3" RADIUS BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING. J o cq
02 FT FT 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. r,
�_/ .03 FT/FT P LAN VIEW
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. o
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
a . a " JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
d d
° d, °d ° °d °
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. NOTES:
2'-0" .03 FT/FT 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. 1. TRANSITION TO BE ALONG BACK OF CURB.
COPYRIGHT 2010
2'-0" STANDARD CURB & GUTTER 2'-0" 6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
N
SLOPE FOR VARIABLE
SUPERELEVATION RATES
W E
NOT TO SCALE NOT TO SCALE NOT TO SCALE
STANDARD CURB AND GUTTER CONCRETE CONTRACTION JOINT CURB TRANSITION NORTH ARROW
1/8 GENERAL NOTES: NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED 1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE NORTH CAROLINA DEPARTMENT NOTE: 1�IIII�f
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1 2" OF TRANSPORTATION (NCDOT) THAT CONNECTS TO AN EXISTING SIGNALIZED �����
° / INTERSECTION, OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION TRUNCATED DOMES COLORED ``\�N CARD
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO IS PROPOSED BY NCDOT BASED ON A TRAFFIC IMPACT/SIGNAL WARRANT STUDY, PER STD. NO. 10.35B °°°°°°°°,° ��%
e ° EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN A FULL DEPTH ASPHALT PAVEMENT (2-1/2" S-9.5 B/C AND 6" B-25.0 B/C) IS 3'-0" MIN. CONTINUOUS PASSAGE �o°OFEss��i(i°%o �j
e: REQUIRED. THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100-FOOT BACK OF WALK =0Q� ° -
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFIC = o
U
4' REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. SIGNAL WILL BE INSTALLED ONLY IF NCDOT DETERMINES THAT ONE IS NECESSARY = SEA
a°: BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 8" THICK. m ° o v
e s 2. A CONCRETE GUTTER IS TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL V-6" CURB AND GUTTER m m ° •� v
LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY (STANDARD NO. 10.17A) 1 BACK OF CURB Zj°°°°F °°° �
°!�GINE°� °
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTIONS. EXP. JOINT C- C ��,� %°°°°°° `0���
24' MIN. 3 EXP. JOINT �� °�1
MINIMUM OF 5'. 3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM SIDEWALK ;;;;;;;; �Ai���f�
Ay :::::::: A �1l i) p
GROOVE JOINT IN SIDEWALK 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL ENTERING DRIVEWAY. VARIES - MINIMUM ENTRANCE FOR 2 LANES """"
BE A MINIMUM OF 5'. ALL DRIVEWAYS MUST MEET THE CURRENT TOWN DRIVEWAY REGULATIONS AND NCDOT REQUIREMENTS FA TRAFFIC R 26' FACE TO SEAL Z W .a
4• FACE OF CURB.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND INTERSECTIONS. FLOWLINE
STREETS. 5. TWO (2) ACCESSIBLE RAMPS PER CURB RETURN REQUIRED AT SIGNALIZED INTERSECTIONS. 6'-0" 4'-0" 6'-0" GUTTER LIP
TRANSITION FROM 2'-6" CURB
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. IN 28 DAYS. *FOUR (4) FOOT GUTTER AND WINGS WILL NOT BE REQUIRED TO DIRECT WATER ACROSS TO V-6" CURB AND GUTTER IN FACE OF CURB CONTINUE JOINT AT
1/8" RADIUS 20'-0" PER STANDARD NO. 10.20 5' TRANSITION FROM 4' WALK BACK OF CURB
DRIVE IF THE DRIVEWAY GUTTER SLOPE IS GREATER THAN 2%. PLAN VIEW-PARALLEL RAMP
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS 1/2" EXPANSION JOINT (TYPICAL TO 5' WALK. ALL WALKS MUST SLOPE "A" 12:1
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. END OF EACH RADIUS) BE A MIN. 5' WIDTH AT RAMP. WITHOUT PLANTING STRIP
1/8" To 1/4" 8. ALL SIDEWALK TO BE INSTALLED PER TOWN OF BOONE, NC PUBLIC RIGHT OF WAY SLOPE "B" 1/4"/FT
WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS. SLOPE "C" 5/8"/FT
26' MIN. SIDEWALK BACK OF WALK
4„ w ACCESSIBLE RAMP - STANDARD EXP. JOINT 3'-0" MIN. CONTINUOUS
4-0 NO. 10.31A OR 10.32A (TYPICAL PASSAGE
1/2" EXPANSION JOINT 1 EACH SIDE) GROOVE JOINT PER STANDARD BACK OF CURB
� w N0. 10.17B. 3P
o � FACE OF CURB
y ¢
N a 2'-6" CURB AND GUTTER S v
0 4' CONCRETE GUTTER m FLOWLINEJOINT FILLER 17 PROPOSED CURB & GUTTER a ` 5' (MI (STANDARD N0. 10.17A) 11 C B Cim
1/2" 4" 5000PSI CONCRETE W/ FIBER (TYP) - ��A
Ate° fq - `
TRANSVERSE EXPANSION (8" @ DRIVEWAYS, TYP.) SECTION A-A C1L/]
6"-#67 WASHED STONE (TYP) - - - - - GROOVE JOINT - EXP. JOINT GUTTER LIP
JOINT IN SIDEWALK COMPACTED SUBGRADE ►A CONTINUE JOINT AT
BACK OF CURB
CONSTRUCTION JOINT g•_0„ 6�_0^ NOTE:
OR GROOVE JOINT 4'-0" TRUNCATED DOMES COLORED V 1
DETAILS SHOWING EXPANSION JOINTS TRANSITION FROM 7" DEPTH AT LIP TO * CONSTRUCTION JOINT DIMENSIONS AT BACK OF CURB PER STD. NO. 10.35B O ��
10" DEPTH AT 4' CONCRETE GUTTER
FOR CONCRETE SIDEWALK CONSTRUCTION JOINT PLAN M C-)
C�
PLAN VIEW-DIAGONAL RAMP WITHOUT PLANTING STRIP o� o
NOT TO SCALE NOT TO SCALE �-I tA m �--�
o
ACCESSIBLE RAMP STANDARD WITHOUT
CONCRETE SIDEWALKS TYPE III DRIVEWAY ENTRANCE STD. N0. REV. PLANTING STRIP 2'-6" CURB AND GUTTER O Q
10.28 � z �
NOTES:
W2 O
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE END OF FLARED SECTION H
(1.6" TO 2.4") DESIGNED BY THE ENGINEER. �^
BACK of WALK 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP �/ 1
FACE OF CURB APRON DESIGN STANDARDS.
FLOWLINE O O O O O O O O O O O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE
PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
O O O O O O O O O O O O O O O O O O O O O O O O O 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE M
O O O O O O O O O O O O O O O O O O O O O O O RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO W
(1.6" TO 2.4") THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL 4
AT THE DOWNSTREAM END. i o
6'-0" 4'-0" 6'-0" O O O O O O O O O O O O O O O O O O O O O O O N OO OO o B B
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE o J
O O O O O O O O O O O O O O O O O O O O O O O RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
O O O O O O O O O O O O O O O O O O O O O O O 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
SECTION THROUGH FLOWLINE O O O O O O O O O O O O O O O O O O O O O O o O O O O W1
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL
O O O O O O O O O O O O O O O O O O O O O O O NOT BE ALLOWED. END OF APRON
O O O O O O O O O O O O O O O O O O O O O O O 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. PLAN Revisions:
EXISTING WALK 1/4" PER FOOT O O O O 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF
RIP RAP.
NOTE: 0 % SLOPE
4'-0" MIN. (VARIES WITH WIDTH OF RAMP) 10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL MUST BE STABILIZED. _
ALL WALKS MUST BE A MIN. 5' WIDTH II�II�II�II�II�II�II�III=IIII=IIII=IIII= -
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
AT RAMPS. USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR CHARLOTTETRUNCATED DOME PLAN VIEW
MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. - - _
3 1/4" PER FOOT -IIII III p Ii MIN.
3/ NOTES: TRUNCATED DOME SPACING V-6. FILTER FABRIC LAP
12 RIP RAP SUMMARY (IF NEEDED)
1 3/4" 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED ELEVATION
�,a ... ` °' 'd° ° PRODUCT APPROVED BY THE COUNTY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS
a WITH PRIOR APPROVAL OF THE COUNTY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).
44.
°< c. at. 6" 2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
° 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH. 0.47 CHART
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. NATURAL GRADE
5. DETECTABLE WARN ING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OFr ❑ U T IIII
3'-0" CONTINUOUS PASSAGE 2'-0" 0'-9' 1'-9' \./ \^/ III OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. 0 0.2" Q VV 1 VV T III M RIP RAP M IITI=
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS. T H AIIIIII �I __ Bid Plans:
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE. -_
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
TYPICAL RAMP L SECTION FES 13 10 6 g 12° 12" �Iili -
III T (THICKNESS)
TRUNCATED DOME SECTION
NOTE: LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
File Name: base-2933
ACCESSIBLE RAMP SECTIONS WITHOUT TRUNCATED DOMES Project Number: 2933
PLANTING STRIP 2' - 6" CURB AND GUTTER PLAN AND CROSS-SECTION Date:May 13,2011 Drawn By:TDF
d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL" IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
* dmax = 1.5 x d50 ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
RIP RAP APRON AT PIPE 0 UTFALLSIONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INCIIMMEDIATELY,
T = 1.5 X dmax. AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, Sheetc`9 Of
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

ALTERNATE WALL TABLE OF DIMENSIONS SKIMMER SEDIMENT BASIN PLAN VIEW
NOTES: DESIGN CRITERIA
CONFIGURATION D T A B C E L H:V WT.
12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 3:1 730
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
15" 2-1/4" 6" 2'-3" 3'-10' 2'-0" 6'-1" 3:1 730 OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL DRAINAGE
18" 2-1/2" 9" 2'-3" 3'-10" 3'-0" 6'-1" 3:1 1190 MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED AREA < 10 AC. ( EMBANKMENT °� 00
w (ACRES) o
24" 3" 10" 3'-8" 2'-6" 4'-0" 6'-2" 3:1 1770 IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE 0 o
w 30" 3-1/2" 1'-0" 4' 6" 1' 8" 5' 0" 6' 2" 3:1 2380 PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". j
36" 4" 1'-3" 5' 3" 2' 11" 6' 0" 8' 2" 3:1 5320 MIN. STRUINFLOCTURE Z
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED LENGTH TO 2:1
42" 4-1/2" 1'-9" 5'-3" 2'-11" 6'-6" 8'-2" 3:1 5920 WIDTH RATIO # W 0
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN N o
48" 5" 2'-0" 6'-0" 2'-2" 7'-0" 8'-2" 3:1 7470 PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
54" 5-1/2" 2'-3" 5'-6" 2'-10" 7'-6" 8'-4" 3:1 8810 _ NOTES: -
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER O U _q
60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 3:1 11180 MAX. _
C B OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED LENGTH TO 6:1 1. REFER TO
F 66" 6-1/2' 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 3:1 12530 NCESCPDM Q
L = LENGTH INTO PLACE. WIDTH RATIO
.: :::, „ „ .........� o
72 7 3-0 6-6 1 -9 9-0 8-3 3:1 13980 ::::::::::r::�
SECTION #6.64
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%. €°:. FOR ADDITIONAL -
PLAN
MIN. 1800 AVERAGE - AREA* LO
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. VOLUME (C U. FT. WIDTH W L DESIGN o
EMERGENCY SPECIFICATIONS
REQUIRED PER AC. -C o
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. DISTURBED) * AREA OF BASIN WATER SPILLWAY REGARDING O U m
GENERAL NOTES: SURFACE AT TOP OF PRINCIPAL - L=10' SKIMMER SEDIMENT Q > o
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL. SPILLWAY MIN. BASINS. v Q
y V 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 325 0-
SLOPE
SURFACE (SQ. FT. 2. REFER TO STD. ° -
o PE �0 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS AREA PER CFS U 0
REQUIRED #30.19 FOR o
Q of REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER Q10) CROSS-SECTION VIEW BAFFLES BAFFLE SPACING W 3
AASHTO M170, TABLE 2, WALL B. =III- �° -III AND INSTALLATION. VJ o 0'
r- 0�05 W=5' MIN. J o Cq
3• ALL CONCRETE To BE 4000 P.S.I COMPRESSIVE STRENGTH. -III- Ee¢ 1' FREEBOARD co
� .o�oz'O EMBANKMENT v
00 °ytsy INFLOW 6" MIN. INVERT ELEVATION o
SECTION 1 -6 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. - ao° STRUCTURE BAFFLES OF EMERGENCY SPILLWAY a
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. -� I- T=1.5' MIN. o
= III z 5' MAX.-
-if
SEE STD. 20.23 AND 20.24 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
II OUTSIDE DIAMETER IIIII
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED -III III- DEWATERING
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. ZONE M N
.........
=III EMERGENCY
111
/ \ 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. (IIIII FILTER FABRIC SPILLWAY
Q COPYRIGHT 2010
III, VARIES SEDIMENT MOUND AS PEDESTAL (OR RIP-RAP ANTI-SEEP
4'
24 (15" MIN) 24 STORAGE ZONE COLLAR NOT TO SCALE N
DATA BLOCK APPROVED EQUIV.)
ITI E IT I _ DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANDUT SKIMMER SKIMMER
PIPE SHALL BE PLACED BASIN NO. AREA AREA Qlo REQUIRED PROVIDED REQUIRED PROVIDED DEPTH H L T W Z PIPE ORIFICE
(FEET) (FEET) (FEET) (FEET) (FEET)
ON SUITABLE MATERIAL (ACRES) (ACRES) (C.F.) (C.F.) (S.F.) (S.F.) H/2 (FT.) DIAMETER DIAMETER w E
1 1.0 1.0 3.6 3600 3650 1581 1650 1.2 2.5 4 1.5' 5 4.25 1.5" 0.6"
END VIEW APPROVED DATE: 0212007
NOT TO SCALE
FLARED END SECTION TRENCH DETAIL NORTH ARROW
12" THRU 72" PIPE FOR STORM DRAIN SKIMMER SEDIMENT BASIN
ARM ASSEMBLY
STEEL POST
6' MAX. � C` CARD
STEEL POST �
"C" ENCLOSURE O o°°F ES SI °
o Q�O
o �o°� ti
o _ _
o
� Fr
.�.. _ 'o SEA ..O
z FILTER FABRIC w _
- - U
WATER ENTRY UNIT WOVEN FILTER FABRIC om o -
PERSPECTIVE VIEW N� FLOW S�oPE /%?�o°000000�";°o�, \
oo
F\V� °000
�I II I1= - -
6' TYP. = - - - - - - - - - - - - - - - - - i����41
�. U U
- 1- - - - - - - - - - - - = � -�PVC vENT scHEDULE 4o FILL sLOPE III III-III III III=III III=III III=III III=III III=III III=III III=III III=1 III III-II - U
PVC ELBOW PIPE PVC PIPE 2' MIN N -�11
IIIII PVC END CAP 11-111=IIIIII III=IIIIII=IIIIII=IIIIII=III III=III III=III III=III III=1 III-III-1' ANCHOR SKIRT; SEAL
-II-III -1 -111 (III (III l -III III-1111 II III-III-III-III-1 1 III-� ^ EXCAVATE TRENCH
III-11II -III AND COMPACT
BACKFILL
WATER SURFACE
2' MIN COMPACTED BERM
°q 04 PVC END CAP SILT FENCE
GENERAL NOTES:
F/NISH G (SEE NOTE 2)
�RA�NATROUND MINIMUM OF NE WIRES WITH 12" STAY SPACING,1. FILTER
FABRIC
I6 LINNCE EL BE A OF 32" IN WIDTH AND SHALL HAVE A
PVC PIPE SCHEDULE 40 G
1/2" HOLES IN PVC PIPE
UNDERSIDE 2. WOVEN FILTER OFABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MAINTENANCE NOTES:
.. �I III III-III _
PVC TEE ORIFICE =III IIIII=III III=III=III III III=III-I _ MORE THAN 3 DAYS.
.....
PVC TEE -III III III-III IIIII III III=IIE=111_III-III
PLATE (III-III III-III-III III III=III III II III III= _ _ 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
'IT�III__111=111�=111�11=11I III 1�111= "I=111�11=III=11- TYPE. OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
=IIE=111-III=III III III=III=11 "1=III III=III- PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
FLEXIBLE "III .IL111 lll-ll1=llH III.,ll1=„-III-I NqT 4. TURN SILT FENCE UP SLOPE AT ENDS.
HOSE C//�q 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
WIDTH AND G 5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
DEPTH TO BE DESIGNED R OU ND ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER FABRIC SHALL BE REPLACED PROMPTLY. ��
BY ENGINEER (18' MIN) GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
ENVIRONMENTALLY SENSITIVE AREAS.
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
END VIEW FRONT VIEW EXISTING GRADE, PREPARED AND SEEDED.
NOTE: 7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. 8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
2. SILT FENCE MAY BE REQUIRED BEHIND BERM AREAS OF CONCENTRATED FLOW. � co
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00. CD
~ O
�• � v ct
tA It +,
ct CD
SKIMMER TEMPORARY SILT DITCH TEMPORARY SILT FENCE Q Q
Q
� 0
NOTES. r^
� V1
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. GENTLE SLOPES STEEP SLOPES O
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT TEMPORARY SEEDING FOR WARM AND COOL SEASON O
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL 100 Ibs/acre tall fescue
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANDUT OF ANY MEASURES USED TO TRAP SEDIMENT. SEEDING 30 Ibs/acre Sericea lespedeza
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. MIXTURE 80 Ibs/acre of tall fesue (unscarified after August 15) EARLY SUMMER SEASON STEEP SLOPES
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 10 Ibs/acre Kobe lespedeza
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11 B. FALL: August 25 - October FALL: August 25 - October 15
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO Late winter: February 15 - April 15 Late winter: February 15 - April 15 SEEDING 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain)
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. SEEDING To extend spring seeding into June, add To extend spring seeding into June, add MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue
DATES 15 Ibs/acre hulled Bermudagrass 15 Ibs/acre hulled Bermudagrass
100' MIN. Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded May 1 - August 15 October 25 - December 30 Revisions:
PUBLIC STREET tall fescue is very effective. tall fescue is very effective.
EXISTING GROUND' Z - SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000 SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
_ = T = - -
SOIL STABILIZATION FABRIC Ibs/acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 DATES add 50 Ibs/acre of annual Kobe lespedeza.
CO UNDER 2"-3' WASHED STONE AMENDMENTS
fertilizer. fertilizer. Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre straw or equivalent
100' MIN. hydroseeding. hydroseeding.
o w NOTE 1 SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
w Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after
� land disturbing activity is completed or has temporarily ceased. AMENDMENTS
Ibs/acre limestone and 750 Ibs/acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre 10-10-10
z fertilizer. fertilizer.
00 NOTE 2
m Graded slopes and fills--Protective cover must be established on all graded slopes and fills within 21 calendar days after Bid Plans:
AMINAU a phase of grading is completed or has temporarily ceased.
a
NOT TO SCALE
SEEDING SCHEDULE File Name: base-2933
STABILIZED CONSTRUCTION ENTRANCE SEEDING SCHEDULE Project Number: 2933
(SEASONAL) Date:May 13,2011 Drawn By:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS Sheer✓ 1 0 Of� 14
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

NOTES: NOTES:
SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
SPACING VARIES
11 I PRESERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. SEE LANDSCAPE PLAN
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. REQUIRED RADIUS
OF TREE BARRIER 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 NOTES:
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
1, SCARIFY ROOT MASS OF 00
TYP. COLLAR
CONTAINERIZED PLANT MATERIAL. 1 .S/ (D 0 E
3. STAKING S REQUIRED FOR ALL TREES N R.O.W. OR UPON MIN. 2" HT. �—�..- "�,-Y,,, � 04
U v REQUEST OF ARBORIST.
2, INSTALL CONTAINERIZED PLANTS AT z
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A FINSHED GRADE 4" LAYER /� o
OF APPROVED W Ld =
LEGAL MANNER. r 1 MULCH _ 5 p
_ 3. TAMP PLANTING MIX FIRMLY
5. RESEED UNMULCHED, DISTURBED AREAS. > AS PIT IS FILLED AROUND O c) E
EACH PLANT BALL. _
4" 6 Z Q
3/4" NYLON STRAP MIN U— 4) O
4. OMIT COLLAR AROUND EACH SHRUB l
6" SLIP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER WHEN IRRIGATION SYSTEM IS PRESENT. "V" TRENCH AROUND 2 0,ROOT CROWN TO ENTIRE PLANTING BED N o
SOAK EACH PLANT BALL AND
BE AT FINISH GRADE KEEP MULCH AWAY FROM 5. _c � `n
TRUNK 1" TO 2" PIT IMMEDIATELY AFTER EDGE OF TAMP SOIL MIX UNDER U
PLANTING BED PLANT MIX cq
4" HIGH / 6" WIDE MAXIMUM INSTALLATION. EACH PLANT BALL TO /'� Q j o
BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH MINIMIZE SETTLEMENT V Q) <
PLAN VIEW OF ROOT ZONE 0-
TYPICAL PLANTING BED DETAIL 0 —
3 - 1%2%18" WOOD STAKES ^ C) O
WITH CENTERED 3/8" HOLE /'1 -O O
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE J O
ONE FOOT FOR EACH
cq
INCH OF TRUNK DIAMETER w
OR 1/2 HEIGHT OF TREE z CROWN HEIGHT v
FOR PRUNING SEE WHICHEVER IS GREATER J IN INCHES o Q
o_ EQUALS MEDIAN o o o o TYP.
REMOVE TYPICAL EXCESS SOIL BACKFILL AS SPECIFIED INTERNATIONAL SOCIETY WIDTH IN FEET STAGGERED
.........
6' MINIMUM WIDTH o ROWS
FROM ROOT CROWN OF ARBORICULTURE SPECS. FOR 2" CAL. TREES TO 12" MAX.
OR SMALLER - 6" BARK MULCH, PLACE BARK FINAL 0 0 o
MULCH AT AREAS NOT GRADE
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL DEAD TREES AND SCRUB OR UNDER c - PROTECTED BY BARRIER. --�--
0 0 0
AND ANY NAILS/PINS, ETC. 10" (EX.)
GROWTH SHALL BE CUT FLUSH WITH-' --
ROOT BALL DIA. 12" ADJACENT GRADE. NO GRUBBING
REMOVE TOP 1 3 OF WIRE f----10' (EX.)-- y EXISTING EDGE OF
/ VARIES TREE LIMB EQUAL SPACING COPYRIGHT 2010
BASKET WHERE PRESENT REMOVAL ALLOWED UNDER DRIP LINE. GRADE BETWEEN ALL PLANTS PLANTING
BED
RAISE PIT BOTTOM TO SET ROOT CROWN 2"X4" STANDARDS + 1"x4" RAILS N
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL. OR ORANGE SAFETY FENCING TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN
MAY BE USED.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH W E
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21"
TREE PLANTING NORTH ARROW
TREE PROTECTION SHRUB PLANTING BED
(FOR SINGLE AND MULTI—STEM TREES)
�N CARS % o
PLANTINGS IN STREET RIGHT—OE—WAY =oo�oFEssioti°oy�;,
°Q _
So
PECIFIED BALL DIAMETER o
SEA —
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PECIFIED BALL DIAMETER o
GENERAL NOTES -.�
—EFFECTIVE00000
BALL DIAMETER 1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS REQUIRED BY TOWN ARE TO COMPLY WITH THE TOWN ZONING REQUIREMENTS. ALL INSTALLATIONS OF IRRIGATION �'i� °°D F ���`� Q
TOP OF BALL0000
ATURAL SOIL LINE SYSTEMS WITHIN THE RIGHT—OF—WAY OF STATE MAINTAINED STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH NCDOT. TREES INSTALLED WITHIN ��i,� m
AS DUG TOP OF BALL TOWN MAINTAINED RIGHT—OF—WAY LIMITS SHALL BE PER TOWN REQUIREMENTS. TREES INSTALLED WITHIN THE RIGHT OF WAY OF STATE MAINTAINED STREETS REQUIRE A ��11 1�� —II
AS DUG PLANTING PERMIT FROM NCDOT. NCDOT'S REVIEW AND APPROVAL PROCESS MAY INCLUDE ADDITIONAL REQUIREMENTS. SEAL Z .a
2" MAXIMUM OF SOIL 2. A DRAINAGE SYSTEM IS REQUIRED FOR ALL IRRIGATED PLANTING AREAS LOCATED ADJACENT TO STREETS. ALL IRRIGATION DRAINAGE SYSTEMS REQUIRE AN ENCROACHMENT
COVERING ACCEPTABLE AGREEMENT EXECUTED BY NCDOT FOR STATE—MAINTAINED ROADS. CONTACT NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE
NATURAL SOIL LINE UNACCEPTABLE SOIL COVERAGE REQUIREMENTS.
COVERING
3. LANDSCAPE INSPECTIONS MAY INCLUDE THE FOLLOWING:
SUBDRAINAGE INSPECTION
ROOT CROWN TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS
ROOT CROWN TREE PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL INSPECTIONS SHALL BE PERFORMED BY TOWN AND/OR COUNTY.
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE: ^�l
A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED WILL BE
INSPECTED BY THE INSPECTOR TO ENSURE THAT TREES WERE
NOT PLANTED/GROWN TOO DEEPLY AT SOURCE (NURSERY).
LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER MARK GROUND
LEVEL LINE ABOVE ROOT BALL. IF INSPECTOR DETERMINES THAT p0
THERE IS EXCESSIVE SOIL OVER THE ROOT CROWN, THESE 0
TREES WILL BE REJECTED.
0
ct
ROOT CROWN DEPTHS TREE PLANTING — NOTES � Z� c
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) (DRAINAGE AND INSPECTION)
p
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ACCESSIBLE PARKING REQUIREMENTS
��
SIGNAGE ACCESSIBLE ROUTE
B C C C SEE NOTE 3
C
MINIMUM NUMBER MINIMUM NUMBER OF
TOTAL PARKING SPACES
OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED
PROVIDED
O
SPACES REQUIRED TO BE VAN ACCESSIBLE SEE STD. NO E
50.09 FOR
JJ
* :
1 TO 25 1 1 DETAILS
O
26 TO 50 2 1
WA
f SIGN R7-8e
51 TO 75 3 1 IBLE
F
76 TO 100 4 1
8' 8' 8' 5'8' 8'
101 TO 150 5 1 VAN RESERVED
B
CCESSIBL K K G PARKING
151 TO 200 6 1 SPACE
201 TO 300 7 1
ONE OUT O H
F EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. —SIGN R7_8a
301 TO 400 8 1
A C C E S LOD L E
PARKING SPACE PAVEMENT MARKINGS
401 TO 500 9 2
E Revisions:
1 IN EVERY 8
501 TO 1000 2% OF TOTAL
B
ACCESSIBLE SPACES
C
A
1001 AND OVER 20 PLUS 1 FOR 1 IN EVERY 8 MAXIMUM
EACH 100 OVER 1000 ACCESSIBLE SPACES R7-8e 1 PARKING RESERVED
MUTCD w
PARKING PENALTY f SIGN R7-8D
ACCESSIBLE 12"x6" R7-1 O $ 250
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA). 12%18" z
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES DISABLED MUTCD A Q
RESERVED R7-8a o
NOTES: PARKING PASSENGER 12"x18"
R7-8e 00
MUTCD o
1. ALL 12%18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE MOUNTED AT 7 FEET FROM R7-8a LOADING O
GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO DIMENSIONS (INCHES) O
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH 12"x18" ONLY z
PEDESTRIANS ARE NOT EXPECTED TO USE. A B C D E F G H J K L LO o
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2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) REQUIRED ACCESSIBLE MAXIMUM R7-8D 12 6 3/8 3/8 1-1/2 1-1/2D 1/2 1D 2-1/2 4 1-1/2 N
LLJ
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA RESERVED PARKING SIGN PENALTY 12 x9 w FINISHED GRADE
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. $ 250 INCREASE SPACING 50%
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAXIMUM SERIES D LETTERS ?
PENALTY R7-8D SEE STANDARD NO. 50.10C FOR
$ 250 12"x9" SUPPLEMETAL SIGN DETAIL Bid Plans:
IIII II I ;''ll
LEGEND AND BORDER - GREEN I II I II II
SEE STANDARD N0. 50.10E & 50.10C FOR BACKGROUND - WHITE
SUPPLEMENTAL SIGN DETAIL
NOT TO SCALE NOT TO SCALE
SUPPLEMENTAL ACCESSIBLE File Name: base-2933
ACCESSIBLE PARKING AND Project Number: 2933
SIGNAGE STANDARDS SIGN (R7-8e) Date:May 13,2011 Drawn By:TDF
IF f�ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS She
1 1 O 1
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

WALL OR BUILDING FACE
ti NOTE: < dA NOTES:
SUPPLEMENTAL ACCESSIBLE SIGN (R7-8e) USED IF
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH w 1. BIKE RACKS SHOULD BE INSTALLED AS PER c
-+ ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE Q 5'-0" MANUFACTURER'S RECOMMENDED INSTALLATION 00
0 E
STD. N0. 50.10B) PROCEDURES.W °' `V 0
1.5" S 9.5B SURFACE COURSE 2" S 9.5B SURFACE COURSE O �•� z ,
o a 2. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE USED BUT n, c o
V A Ifs 2.5" 119.OB ASPHALT BASE ij
J ARE SUBJECT TO APPROVAL BY THE TOWN AND�OR �✓
M A ,\//\ � M U M ACCESSIBLE .'SIGN R7-8e m COUNTY. >
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O =
RESERVED J 3. ALL DIMENSIONS SHOWN ARE MINIMUM. Q
9 PENALTY PARKING J L — -
rn
a 4'-0„ D o
SIGN R7-80 O O O O O O O O O O O O O Oof
$ 250 _w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 of
3/8" (TYPICAL) cO . �O� cO� LIGHT-DUTY
CD " > 0
O O O O O O O O O O O O O Q > o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q
3/8" (TYPICAL) o = -
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nl
MAXIMUM �L/ o
w J 0
W 1
� PENALTY f SIGN R7-8d
$ 250 O v co
R7-8d Q 8" COMPACTED AGGREGATE a 0
LEGEND AND BORDER - GREEN HEAVY-DUTY CN
8" COMPACTED AGGREGATE BASE COURSE z o
o BASE COURSE o 2'-0" VARIES
BACKGROUND - WHITE 00�o 6
COMPACTED SUBGRADE
SIGN APPROVED FOR USE COMPACTED SUBGRADE m SCHEDULE 40 STEEL
UNDER GENERAL STATUTE 20-37.6 o
Cf) "�Lu
2.0"
FINISHED GRADE Q PLATE ANCHORS OR OCOPYRIGHT 2010
3: EMBEDDED MOUNTING.
R7-8d PENALTY SIGNS ARE REQUIRED TO
ACCOMPANY ALL R7-80 PARKING SIGNS a a N
ERECTED AFTER DECEMBER 31,1990 IIIIII IIIIII IIIIII ASPHALT PAVEMENT NOT TO SCALE LJ a d a0.75 d
a
HEAVY—DUTY AND LIGHT—DUTY SECTIONS SIDE VIEW w E
NOT TO SCALE NOT TO SCALE
SUPPLEMENTAL ACCESSIBLE WAVE RACK FOR NORTH ARROW
SIGN R7 -8d �50. 1
STD. NO. REV. BICYCLE PARKING
C � 0C ZONE 35%
GENERAL NOTES: OFESURFFA E AREA INLGENERAL NOTES:
OFESURFACE T ZONE 2REA 1, UNIF❑RMLY GRADE A SHALL❑W
1 . CHECK DAMS MAY BE USED IN SLOPING DITCHES INLET ZONE 25% GENERAL NOTES: DEPRESSI❑N APPR❑ACHING THE
OR CHANNELS TO SLOW VELOCITY OR TO CREATE OF SURFACE AREA INLET, \\���\A CqR0
SEDIMENT TRAPS. <�� ourLEr ZONE 1s% 1 DSOILID GROUND. 2.
POST AT LEAST 24" INTO 2, DRIVE 5-FOOT STEEL POSTS 2 �\OQ;°°°FESS%°°°�� m
OF SURFACE AREA FEET INT❑ THE GROUND =oQ�O O� 0 7
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE 2. USE STAPLES 1' APART HORIZONTALLY SURR❑UNDING THE INLET. SPACE 4' MAX. = o = o
V-6" MIN. - o , SEA
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE AND VERTICALLY TO ATTACH THE POROUS POSTS EVENLY AROUND THE ---- 19-GAUGE HARDWARE CLOTH -
12 of #5 WASHED STONE MATERIAL TO THE WIRE FENCE. -- ------------ -� 1°° - ° G =
DOWNSTREAM DAM (SEE DIAGRAM BELOW). F, / \ PERIMETER ❑F THE INLET, A (4 MESH OPENINGS) _ °
2 \IV�4 X 3. MINIMUM BAFFLE SPACING IS 10'. MAXIMUM OF 4 FEET APART, - ° F INt °o o �
------------------ D.
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3. SURROUND THE POSTS WITH WIRE
CLASS B RIP RAP FLOW / i T//%0000°°�\Q \
1 4. THE FLOOR OF THE BASIN IN THE �i
F / MESH HARDWARE CLOTH. SECURE /� i� �\ � �
2' MAX FLOW X OUTLET ZONE AND BERMS SHOULD BE THE WIRE MESH TO THE STEEL 3' II""� I' II d
AT CENTER SEEDED IMMEDIATELY AFTER THE BASIN IS
� \ POSTS AT THE TOP, MIDDLE, AND
CONSTRUCTED. NCDOT #5 OR #57 SEAL
o I B❑TT❑M, PLACING A 2-FOOT FLAP WASHED STONE 2'
A MAXIMUM SPACING B 5. REFER TO NCESCPDM SECTION #6.65 ❑F THE WIRE MESH UNDER THE
=III=III=IIIIII=III=11_ / o/ GRAVEL FOR ANCHORING IS ------- ---
� FOR ADDITIONAL SPECIFIATIONS. RECOMMENDED. 2, !'
��RTN X 16" MIN.
= 1=III=III=III-111_III=III_ 1=III=III=III_ 4' TO 6' / B
111=111=111_III_ FILTER CLOTH r / E/�M 4, PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE -------
A AND B ARE AT EQUAL ELEVATIONS CROSS-SECTION WITH A HEIGHT OF 16 INCHES
00 AROUND THE WIRE, AND SMOOTH TO 2
o (/ AN EVEN GRADE.
0
CFT �lT�IV 5, ONCE THE C❑NTRIBUTING DRAINAGE NCDOT #5 OR #57
AREA HAS BEEN STABILIZED, WASHED STONE
V-6" MIN. \ X REMOVE ACCUMULATED SEDIMENT,
4'-0" MAX. SPACING X_ X� AND ESTABLISH FINAL GRADING FILTERED
ELEVATI❑NS. WATER
(TYPICAL) POROUS MATERIAL
III=III= —III=III=''9" MIN. (COMBINED JUTE MESH 6, COMPACT THE AREA PROPERLY AND
Ill�ll-111�1�1— 11=1�,1_111-111=
TTI— ��11{- AND NAG C125 5' STEEL POST STABILIZED IT WITH
Ill�ll— I-111i- COCONUT LINER OR. GR❑UNDC❑VER,
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TEMPORARY ROCK CHECK DAM STD. N0. REV. BAFFLE INSTALLATION STD. N0. REV. STD. N0. REV.
30. 10A 30. 1 9 INLET PROTECTION 30.09 O z
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;. N N 3 DATE
AS SUPPLIED BY: k' _ . 06-41-10 File Name: base-2933
ADS , ELEVATION ,fir REVISED
Rrs` 01 07 I 1 Project Number: 2933
YARD INLET DETAIL Date:May 13,2011 Drawn BY:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS Sheaf✓ 1 �../ Of V 1
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

RIGID PAVEMENT CONCRETE PAVEMENT AS REQUIRED
z AS REQUIRED s s Fm 4 D + 6" (MIN)
O
D + 6" (MIN)
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" TRENCH
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1 as _- � �= AT SPRINGLINE AT SPRINGLINE Q
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as I I I AS REQUIRED D (MIN) n
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CARTRIDGE CONCRETE
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SHAPE SHAPE
SLIP PLUG TRENCH TRENCH
PLAN VIEW SECTION g_
2 1/2" GRATE DEPTH 6" AND DEEPER GRATES Q COPYRIGHT 2010
VAULT STYLE: I1H FULL HEIGHT BAFFLE WALL(NIB) C) ASPHALT PAVEMENT D) ASPHALT PAVEMENT
MATERIAL LIST-PROVIDED BY CONTECH SITE DESIGN DATA
N
COUNT DESCRIPTION INSTALLED BY WATER QUALITY NIA VOLUME c> REQUIREMENTS:
FLOW RATE BASED I w
7 18 VOLUME,ZPG CARTRIDGE(PRP) CONTECH 00
PEAK FLOW d O1 EITHER 2-1/2" OR 6" DEEP GRATING IS ACCEPTABLE FOR STANDARD HIGHWAY (H10
5 2"PVC SLIP PLUG CONTECH RATE NIA OFFLINE 0 THROUGH H25) LOADS USING THE GAGES IN TABLE 1, SEE DRAWING NO. 1009776. HIGH W E
CONTRACTOR TO GROUT 1 FLOW KIT CONTECH RETURN PERIOD cY1 � SLUMP CONCRETE BACKRILL IS REQUIRED, WITH THE ENVELOPE EXTENDING A MINIMUM
TO FINISHED GRADE OF PEAK FLOW NIAOFFLINE - m z ❑F 3 INCHES BEYOND THE SPRINGLINE, AS SHOWN ABOVE. THE HIGH SLUMP CONCRETE
{„ MUST PR❑VIDE A MINIMUM 750 psi C❑MPRESSIVE STRENGTH,
INLET PIPE GRADE FILTER MEDIA TYPE ZPG —� Z h
O1St.,CMP S
RING/RISERS Li `
LLI Z O FOR INSTALLATI❑NS SUBJECTED TO ❑CCASI❑NAL LIGHT VEHICLE (LESS THAN H10) LOADS, NORTH ARROW
_! W Z C� SELECT GRANULAR BACKRILL MAY BE USED. HOWEVER, THE DRAIN MUST BE SET IN A
RIM ELEV.3196.50' 1 JOINT SEALANT(BY PRECASTER) CONTRACTOR FLCO
Z 0 TRENCH WIDE ENOUGH TO PROPERLY HAUNCH THE PIPE (TYPICALLY D + 36"), THE
';: 3PLCS G DERINGSIRISERS CONTRACTOR GRANULAR BACKRILL MUST BE A CLEAN, N❑N-PLASTIC, WELL GRADED MATERIAL,
w W COMPACTED TO 95% STANDARD PROCTOR DENSITY.
3 030"x 4"FRAME AND COVER ICONTRACTOR
J F--W O DURING INSTALLATI❑N, RECESS THE TOP OF THE GRATE 1/4" BELOW THE FINISHED
QN PERFORMANCE SPECIFICATION — GRADE OF THE PAVEMENT.
STEP FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIALMEDIA 0
\�1111111111////
° DEPTH SHALL DE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. CAR
°
L1 4 PAVEMENT DESIGNS AS REQUIRED FOR L❑AUING C❑NDITI❑NS. FOR REINFORCED 'CN
w I INLET SPECIFIC FLOW RATE SHALL BE 1 GPMISF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE O ° ESS/
_< INV.ELEV.3184.29' MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6GPMICFOF MEDIA(MAXIMUM). CONCRETE PAVEMENTS, C❑NTINUE THE REINF❑RCEMENT OVER THE SLOTTED(10
�o OF DiV°°�L
DRAIN. FOR UNREINFORCED CONCRETE PAVEMENTS, MINIMUM SHRINKAGE STEEL ZoQ� °
- GENERAL NOTES - U
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. IS RECOMMENDED. SEA
o ..
2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. I� N 'T a ° c
O5 HEAVIER WHEEL LOADS DICTATE THE USE OF A MINIMUM 6 DEEP GRATING AND
4 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH / 2 n> ° o
% a REPRESENTATIVE. GarrtBGh D�i.cam CA m TYPICALLY A LARGER HIGH SLUMP CONCRETE EMBEDMENT ZONE. (SEE DRAWING 1008136) 1 �o d QU
OUTLET 4. BTORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN _ " w 1 ��Q°°FINES;°°
INV.ELEV.3182.29' d o r �- �z, % �',�,�"
THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. w ���� •�r D ���
m" 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING,ASSUMING EARTH COVER OF 0' ,�y w Li ® lll 1111� —II U
STORMFILTER OUTLET PIPE 6',AND GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM Z " J\I/� SLOTTED DRAIN INSTALLATI 0 N '"
w CARTRIDGE 0 I6„"CMP ACTUAL GROUNDWATER ELEVATION. �� U Oa ®® ® ® SEAL Z W .a
} ,It = Is s HIGHWAY WHEEL LOADINGS
FLOW KIT INSTALLATION. B SE,,NOTES
DEPTH,ANDIOR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL '1� = CONSTRUCTION PRODUCTS INC.
0 's DRAWN BY: F.B. REV. BY: D.E.N. SCALE: N/A
a BE SPECIFIED BY ENGINEER OF RECORD. C - CO COPYRIGHT DATE: 3-20-92 DATE: 7-19-95 1008607C
a 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTE'R
STRUCTURE(LIFTING CLUTCHES PROVIDED). DATE
SECTION A-A 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 5113111
0 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. DESIGNED DRAWN
5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. ATM ATNI
a
STRUCTURE WEIGHT CHECKED. APPROVED:
APPROXIMATE HEAVIEST PICK= T.B.D.LBS. CONTECH
0 PROJECT NUMBER:
PROPOSAL 439548
4
DRAWING SHEET:
LSLS 1 OF 1
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7 - 55 8 " 3/16" BEARING BAR � 1 - 3 / 4 // 2-1/2" GALVANIZE 11) 11 " N ❑ MINAL
r // !r GRATE SHOWN
39'-0" co
M�1�" �OLID WEB SPACER
24"sU6 MODIFIED HUGGER BAND FILLET WELD o� U
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to
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RIM=3196.50 � V/
8do SUMP I.E.=3181.79 //
15"STUB 2-1/2" GALVANIZED 2 1 / ECTI A 12 T H R U Q Q
I.E.=3182.29 GRATE SHOWN O U
STANDARD DETAIL Z
3/16" SOLID WEB SPACER a
B
I 2-1/4" WIDE o
CLIP ANGLE 3/1 6" BEARING BAR STEEL MESH(OPTIONAL)
ONAL) T,P CAE P P E S ECTI O N V 1
1/2" DIA. BOLT FILLET WELD v1
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---------- _ AT EVERY OTHER CORRUGATION ON O
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211 TYPICAL ( 3 // MAXI ) B C-C
S
I.E.=3188.29 MODIFIED HUGGER BAND SECTION AA
DETAIL WITH MESH
48"CMP PRETREATMENT MANHOLE
o 70�" 4b SUBSI.E.= 184.29 O GE
<r SUMP=3182.29 2-1/2" GALVANIZED (TRAPEGODAE GAEVAND GRATES A
M GRATE SHOWN - DIRECTION OF FLOW
15"STUB STANDARD SIZES GRATE WEEDIT DETAIN
I.E.=3184.29 GRATE „A„
12"STUB GAGE DIAMETER OF PIPE TYPE 1/2"-#13 STANDARD Revisions:
I.E.=3189.29 SIDE VIEW OF „ „ „ „ „ „ GALVANIZED EXPANDED
PIPE 12 15 18 24 30 36 TRAP 2-1/2"2-1/4" STEEL MESH (HEEL GUARD)
16 X X X X X X TRAP 6" 3" (OPTIONAL) SUPPORT BAR FOR MESH
2-1/4" WIDE 14 X X X X X X
CLIP ANGLE TRAP=TRAPEZOIDAL
12 N.A. N.A. N.A. N.A. X X
72" CMP LAYOUT VIEW / 1/2" DIA. BOLT
SCALE: 1"=6' SLOTTED DRAIN NOTES SECTION B B
14 GAGE, 5X1,ALUMINIZED TYPE II L 2-1/2" GRATE 1 . GRATING IS AVAILABLE IN DEPTHS OF 2-1/2" AND 6".
STUBS AND RISERS: 16 GAGE,2-2/3"x 1/2",ALT2 / SHOWN \ MANUFACTURING TOLERANCES
2. VERTICAL GRATING (STRAIGHT SIDES) WITH VERTICAL
II 1/2" DIA. �OL 1211 ❑ R 55 SPACERS IS ALSO AVAILABLE. REF. DWG #1002697. 1 . VERTICAL BOW ± 3/8"
3. FOR 6" TRAPEZOIDAL REQUIREMENTS, THE SLOTTED DRAIN
BAND MAY BE FURNISHED WITH THE 4" TECHCO BAND
2. HORIZONTAL BOW ± 5 8" Bid Plans:
ANGLE.
3. TWIST ± 1/2"
o REINFORCED BULKHEAD / / 4. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
(TYP2PLACES)to / 1 GAP PATE (OPTIONAL) 5. REFERENCE CONTECH BAND MANUAL DWG. #1008466
0
MAY BE PLACED DIRECTLY FOR BAND DETAILS.
END VIEW OVER BAND BOLT TO PROVIDE
61 CONTINUOUS FORM FOR GROUTING.
CD The design arM information shaven on this dravAng is pmvitled
as a seance m me p"Id owner engineer and contractor by ,� PROJECT 48 SEQ.No.: DATE:
I= °"TEc" ONTE°°pmaoctemp°r°°"°t,r,,flp,,t �lll 072" UNDERGROUND DETENTION SYSTEM - 439548-002 439548 002 5r13/11 SLOTTED DRAIN
to, p°mpaples,'caNTecH•). Nouher ml,tl,awmg,nor apy pan NOTICE © COPYRIGHT
th—If n,ay ha need,reproduced°,mtldiflad in an,manner ` ""v'Ion®`■ ®.. DESIGNED: DRA�roN: File Name: base-2933
•.,ahoot the p—written c115 of CONTECH. Falwre Ic ® ® ® DOLLAR GENERAL - BOONE ATM ATM THIS S A PROPRIETARY DESIGN OF CONTECH CONSTRUCTION PRODUCTS TRAPEZOIDAL GRATE
4 comply i.don.at the users own risk and CONTECH expmssly CONSTRUCTION PRODUCTS INC. CMP DETENTION SYSTEMS INC. THE DESIGN, DATA AND INFORMATION RELATING THERETO IS NOT TO
alsclaim.aot lishlmy or respooslhlilry for.a�h us". BE USED, DISSEMINATED, OR REPRODUCED IN WHOLE OR IN PART WITHOUT Pro ect Number: 2933
www.contech-epi.com (. CHECKED: APPROVED: DRAWING o E.F.S. RENSION o DRAWING o
If%—I.—between mp.applied lofom,paon.peon wm°h P CONTECH BOON E NC, THE WRITTEN CONSENT OF CONTECH CONSTRUCTION PRODUCTS INC. g-2g—g4 1 03381 D
= ma am•"Ing is to e a W a°aI,iem pppdirio.aro onwa prod 9025 Centre Pointe Dr.,Suite 400 West Chester,OH 45069 ' XXX XXX DATE o 7-14-92 DATE o NUMBER o
U as site work progresses,These discrepancies must l reported PROPOSAL
O to oTEC.CONTECH Immediately for reevaluation of the design.
SITE DESIGNATION: CMP SHEET NO.: Date:May 13,2011 Drawn B :TDF
cor+TECH.,Tzars n°nablrry ror desiq".Hosea on mi..i„g. 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING
U m—'loteprinacca2tolnfomatbnsappllodnypth— MARK DATE REVISION DESCRIPTION BY
OF ■` , 3 1
1IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS She�I1 1 1
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

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'01htd REQUIRED BY ENGINEER OF RECORD TO
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CONSTRUCTION PRODUCTS INCwww.contech-cpi.com D. APPROVED. FIT THE BOTTOM OF PIPE,4"TO 6"IN DEPTH.W If d-P......NN",O th,ftppli,e BOONE, NCxxx XXX P-1 FLAT GASKET
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SHEETPROPOSAL NO..
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V, SITE DESIGNATION: CMP
_P REVISION DESCRIPTION BY 2 0
' MARK DATEDATE 1 47
FOUNDATION/BEDDING PREPARATION
PRIOR TO PLACING THE BEDDING,THE FOUNDATION MUST BE CONSTRUCTED TO
A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION
MATERIALS ARE ENCOUNTERED DURING EXCAVATION,THEY SHALL BE REMOVED
AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY CONNECTION DETAIL
THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE,THE SINGLE BOLT, BAR AND STRAP
4 INCHES OF A WELL-GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE
BEDDING.
BACKFILL
THE BACKFILL SHALL BE AN Al,A2 OR A3 GRANULAR FILL PER AASHTO M-145 OR GENERAL NOTES
A WELL-GRADED GRANULAR FILL AS APPROVED BY THE ENGINEER (SEE
A REINFORCING TABLE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8-INCH LOOSE 1. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
ACCESS CASTING TO BE LIFTS AND COMPACTED TO 90%AASHTO T99 STANDARD PROCTOR DENSITY. 12"THRU 48",1-PIECE
PROVIDED AND INSTALLED -BEARING WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE 54"THRU 96",2-PIECE
BY CONTRACTOR. 0 CMP THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE 102"THRU 144",3-PIECES
RISER A 0 B REINFORCING PRESSURE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN
TEMPORARY COVER FOR (PSF) A TWO LIFT(16")DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME 2.BAND FASTENERS ARE ATTACHED WITH SPOT WELDS,RIVETS OR HAND WELDS
CONSTRUCTION LOADS DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG
I I Z, N 24" 0 4 26" #5 @ 12"OCEW 2,410 THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID 3. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2 xX2". DIMENSIONS
_T� ------ 4'X4' #5 @ 12"OCEW 1,780 DIFFERENTIAL LOADING ON THE PIPE. ARE SUBJECT TO MANUFACTURING TOLERANCES
HEIGHT OF COVERi E R
:q Qm� 11 �:s
0 4'-6" #5 @ 12"OCEW 2,120 OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE 0
FINISHED GRADE 30" 32"
4'-6"X 4'-6" #5 @ 12"OCEW 1,530 SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL FOR MATERIAL
0 5' #5 @ 10"OCEW 1,890 REQUIRED.
" "
GASKET MATERIAL 0 CMP RISER -D
36
< 51 X 5 38 #5 @ 10"OCEW 1,350
SUFFICIENT TO PREV ENT d BACKFILL DETAIL r_27`� H-12 HUGGER BAND DETAIL ct
1215-6" #5 @ 10"OCEW 1,720
U:F SLAB FROM BEARING j
ON yj
------------------------------- 42" 44" #5 @ 9"OCEW 1,210
RISER TO BE PROVIDED BY S-13"X&-6" SCALE: N.T.S.
LL 3 3 SCALE: N.T.S.
CONTRACTOR. OB- 1 V TYP.
0 0 6' #5 @ 9"OCEW 1,600
6'X 6'
50" 1100,#5(a)8"OCEW p
CONSTRUCTION LOADS SECTION VIEW -
ASSUMED SOIL BEARING CAPACITY
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS,AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE.
THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION 0
ct
EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. 0
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PIPE SPAN, AXLE LOADS(kips) #4 DIAGONAL TRIM I'D Tht 11�,d,I,im I,p­id,�0 PROJECT N­ SEO.NI. DA E:
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M­, DESIGNED. DRAWN.
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MINIMUM COVER(FT) SEE NOTE 7. Z ­`i�dO"-Ittm ­­0 CONTECH FAI,,b DOLLAR GENERAL - BOONE ATM ATM
2"COVER I d­­­ --p-Ity-, - CHECKED. APPROVED.
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12-42 2.0 2.5 3.0 3.0 CONTECH BOONE, NC
ign. 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 XXX XXX
48-72 3.0 3.0 3.5 4.0 1-d,­P­,t H,­,t,i PROPOSAL
CONTECH �11 1 1 -, I SHEET
78-120 3.0 3.5 4.0 4.0 R_ 9 i Sy 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING SITE DESIGNATION: CMP No
REVISION DESCRIPTION F
401- 0 MARK DATEDATE 1 3 4
126-144 3.5 4.0 4.5 4.5 0
cp
*MINIMUM COVER MAY VARY,DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO
AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION
ROADWAY SURFACE. OPENING IN
OPENING IN
CONSTRUCTION LOADING DIAGRAM PROTECTION
PROTECTION 90� I SLAB FOR
4 SCALE: N.T.S. SLAB FOR r CASTING
CASTING
INTERRUPTED BAR
Ile REPLACEMENT,
INTERRUPTED BAR SEE NOTE 6. Revisions:
REPLACEMENT,SEE
NOTE 6.
SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIZED TYPE 2 STEEL HANDLING AND ASSEMBLY STANDARD STANDARD
REINFORCING, REINFORCING, 08
SCOPE SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS SEE TABLE SEE TABLE
OF THE NATIONAL CORRUGATED STEEL PIPE
THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE CORRUGATED STEEL ASSOCIATION(NCSPA). ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
2 PIPE(CSP)DETAILED IN THE PROJECT PLANS.
INSTALLATION
NOTES:
MATERIAL SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
1. DESIGN IN ACCORDANCE WITH AASHTO,17th EDITION. 7. TRIM OPENING WITH DIAGONAL#4 BARS,EXTEND
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF SPECIFICATIONS FOR HIGHWAY BRIDGES,SECTION 26, BARS A MINIMUM OF 12"BEYOND OPENING,BEND
AASHTO M274 OR ASTM A929. DIVISION 11 OR ASTM A798 AND IN CONFORMANCE 2. DESIGN LOAD HS25. BARS AS REQUIRED TO MAINTAIN BAR COVER.
o WITH THE PROJECT PLANS AND SPECIFICATIONS.
E!EE IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS
3. EARTH COVER=VMAX. 8. PROTECTION SLAB AND ALL MATERIALS TO BE
THE CONTRACTOR SHOULD DISCUSS AND RESOLVE PROVIDED AND INSTALLED BY CONTRACTOR.
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF WITH THE SITE ENGINEER.
4. CONCRETE STRENGTH=3,500 psi
AASHTO M36 OR ASTM A760. THE PIPE SIZES,GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON
9. DETAIL DESIGN BY DELTA ENGINEERING,BINGHAMTON,NY.
THE PROJECT PLANS. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR 5. REINFORCING STEEL=ASTM A615,GRADE 60.
TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
0 ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES.
::)
6. PROVIDE ADDITIONAL REINFORCING AROUND (:4 MANHOLE CAP DETAIL Bid Plans:
OPENINGS EQUAL TO THE BARS INTERRUPTED,
0 HALF EACH SIDE. ADDITIONAL BARS TO BE IN 4 SCALE: N.T.S.
THE SAME PLANE.
0 TW-ig, W-All W­11 tIll dI­iIR I,C-01d
PROJECT N. SEQ.N..: DATE:
NCTECH-b-i.,P-1 11,11,1;11 Il it Iff-I 072" UNDERGROUND DETENTION SYSTEM - 439548-002 439548 002 5113/11
0 th-d_'b�_ ".Z­J,Oa 11 IIV-1.1 9.10F�414109A_ r, r® DESIGN DRAWN.
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www.contech-cpi.com CHECK APPROVED.
r I-P......between�a,e supplied NI hm
7F CONTECH BOONE, NC xxx XXX
the­­­based ­1 fidd,�,­­ 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 File Name: base-2933
ae � It,_­ PROPOSAL SHEET NO..
0 t,CONTECH IIIIJ-1y P,Nrea3valuatlgp pI me design -------T-B 7Y 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING SITE DESIGNATION: CMP
REVISION DESCRIPTION F 4
2" 1 MARK DATE
4 ProjectNumber: 2933
Date:May 13,2011 Drawn By:TDF
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON DESIGN, INC IMMEDIATELY'AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES, ShC14 of C 14
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED. I