20201253 Ver 1_Alamance Co Health Permit Set 06-19-2020_20200922

Alamance County
m m
-'Building
Health
19 June 2024
Holland Ave.
rr,
a�
a�
a
0
2
c�
McKinney St.
C�
SITE
Vaughn Rd. cn
Hilton Rd.
north
VICINITY MAP
(NOT TO SCALE)
INDEX OF DRAWINGS
COVER SKEET
TOPOGRAPHIC SURVEY
DEMOLITION AND PRASE 1 EROSION CONTROL PLAN
GRADING AND PRASE 2 EROSION CONTROL PLAN
STORMWATER MANAGEMENT PRE DEVELOPED PLAN
STORMWATER MANAGEMENT POST DEVELOPED PLAN
SITE PLAN
PLANTING PLAN
UTILITY PLAN
EROSION CONTROL DETAILS
SITE DETAILS
INDEX OF 1 DAMN S
SHEET
NAME
C-O
COVER SHEET
EXISTING CONDITIONS/TOPOGRAPHIC SURVEY
01.1
DEMOLITION AND PHASE I EROSION CONTROL PLAN
01.2
GRADING AND PHASE 2 EROSION CONTROL PLAN
01.5
STORMWATER MANAGEMENT PRE DEVELOPED PLAN
01.4
STORMWATER MANAGEMENT POST DEVELOPED PLAN
01.5
SITE PLAN
CI b
PLANTING PLAN (NOT INCLUDED (5-1a-20 SUBMITTAL)
01.7
UTILITY PLAN
C1.8
EROSION CONTROL DETAILS
01.01
SITE DETAILS
0I.10
COB DETAILS
NOTE: ALL MATERIALS AND CONSTRUCTION
METHODS PER THE LATEST EDITION OF CITY OF
BURLINGTON SPECIFICATIONS AND DETAILS.
FROJECT r7)ATA
PROJECT 4 CONTACT INFORMATION
NAME OF PROJECT:
ALAMANOE COUNTY HEALTH BUILDING
TAX MAP NUMBER:
(5-46-151
SITE ACREAGE:
1O.15(LOT) 1.520STUBBED)
LOCATION:
PROJECT ADDRESS:
424 RUDD STREET,
BURL I NGTON, NORTH CAROL I NA
OWNER/DEVELOPER
ALAMANCE COUNTY
CONTACT: ALAMANCE COUNTY
124 W. ELM STREET
GRAHAM, NC 27255
PHONE: (55(b) 228-1512
EMAIL: [e-mail]
ARCHITECT/PROJECT MANAGER:
PETERSON GORDEN ARCHITECTS
CONTACT: PERRY PETER5ON
5508 VEST MILL ROAD, #5077,
W I NSTON-SALEM, NO 27105
PHONE: (55(b) 760-1411
EMAIL: [e-mail]
PLAN PREPARER:
MILLER LANDSCAPE ARCHITECTURE, PA
CONTACT PERSON: JOHN L I PKA / SCOTT MILLER
ADDRESS: 120 CLUB OAKS OT., STE: 100
WINSTON-SALEM, NO 27104
TELEPHONE: (33(0) 765-Ia25
FAX: (33(b) 765-5025
EMAIL: [e-mail]

SURVEYOR'S CERTIFICATION
I, J. Eric Miles certify that this plat was drawn under
my supervision from an actual survey made under my
supervision (deed description recorded in Book 961,
Page 738, Book 489, Page 1033); that the
boundaries not surveyed are clearly indicated as
broken or dashed lines; that the ratio of precision as
calculated is 1:10,000; that this plat was prepared in
accordance with G.S. 47-30 as amended; that the
survey is one of an existing parcel or parcels of land
and does not create a new street or change an
existing street;
Witness my original signature, registration number
and seal this 18th day of June,A.D.,2019.
Professional Land Surveyor L- 4498
\\` N C A RO''%,
S, S*.
SEAL -
L-4498 ,1�
w
SURVEYOR'S CERTIFICATION
I, J. Eric Miles certify that this project was completed
under my direct and responsible charge from an
actual survey made under my supervision; that this
ground survey was performed at the 95 percent
confidence level; that the survey was completed on
6/12/19; that all contours shown meet the stated
standard; all bearings and distances are relative to
Deed Book 961, Page 738, Book 489, Page 1033 of
the Alamance County Register of Deeds; all elevations
are relative to NAVD (88)
Witness my original signature, registration number
and seal this 18th day of June,A.D.,2019.
Professional Land Surveyor L- 4498
o`� E S S j • �� ':
= a F 7
SEAL
r L-4498 cr
v SU R`I \\\:
Notes:
1) No title search was performed by this firm
during the course of this survey.
2) The property shown hereon is subject to all
easements of record affecting some.
3) This firm makes no guarantee as to the
existence or location of any burial sites,
underground improvements, or utilities across this
property. Any underground utilities or
improvements shown hereon have been located
from visible evidence and available information.
4) No internal inspection of this property was
made by this firm during the course of this
survey.
5) Areas are calculated by coordinate geometry.
6) All distance are horizontal distances unless
otherwise noted.
Vaughn Road
SS MH
Top: 593.05'
Inv. Out: 586.78'
SS MH
(A) Top: 588.35'
Inv. In: 584.10' (A)
I Inv. In: 582.90' (8)
-► I Inv. Out: 582.89'
CB
Gutter. 584.52'
Inv. In: 581.92'
Inv. Out: 581.72'
F
McKinney Street
50' R/W
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
Thomas Phillip Young I I
D.B. 2363 PG. 602 M&S Properties of Burlington, Oscar Armando GiMtDiMarquez ez I Thomas Phillip Young I
I LLC. Marta Diaz and wife
D.B. 1247 PG. 63 I D.B. 1332 PG. 54 I Tina G. Young M&S Properties of Burlington,
I D.B. 986 PG. 133 I LLC.
I I D.B. 1247 PG. 63
� I I
I I I I ` o I ' N o a d 6 0' R /nv. Out: 580.40'
Inv. In: 576.33' (A) I o
Inv. In: 576.10' (B)
Inv. In: 579.90' (C) I IN
Inv. Out 576.10' (D)
I
I _
S 88'33'54" E 643.47'
uutter: oits�4�-
�pf- 4rif A%r 5-r2.10'
Inv Out: 572.05'
/
/
CB \ (A) i ---
Gutter: 581.05'
Inv In (A): 575.75' (B)
Inv In (B): 575.75'
Inv Out: 575.60'
30
I
I
I
I
I
Legend
NIP - New Iron Pipe
C) EIP - Existing Iron Pipe
© Water Meter
O Power Pole
EiCable Box
v Sign
® CB - Catch Basin
Light Pole
❑o Vault
'C� Fire Main
® Post
Con. Concrete
S/W Sidewalk
® Sewer Manhole
DO Manhole
FH
Fire Hydrant
WV
H Water Valve
M&S Properties of Burlington,
LLC.
D.B. 1247 PG. 63
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
Holland Ave.
'o
a
e
0
x
E
o McKinney St.
C
c
Vou a
SITE
Hilton Rd.
ct
U
� O
CD
' U �
o ct P
cit ct
. h „
cit
I rl
/ 1
/ I Inv: 561.31'
1
CB
I
60" Metal PIP
e Gutter: 571.66'
1 I O
CB 1 I
Gutter: 571.95' I T
I
I
ct
SS MH ct
Top: 572.15"
Inv. Out: ' ' `
Inv. In: 561.721.72V
/ IN
_-bib
SS MH
Top: 578.51'
Inv. Out: 567.30'
. n 'Ih7'\567.31'
`- 579.
\y�
_ Sao-
I
I
�� Mn
Top: 583.40'
Inv. Out: 573.15'
Inv. In: 577.15'
J. Eric Miles
Professional Land Surveyor L-4498
120 Scale 1"=30' Drawn By. JGW
Date: 06/03/19
0 Rev. Date:
Job Number: 19-150-300

zi Holland Ave.
0
0
a
CID
E
s McKinney St.
c7
SITE �
a
"aughn Rd. OL
cn
Hilton Rd.
north
EX. SIDEWA
Vicinity Map
Not to scale
Erosion Control Dotes
I. MAINTENANCE: QUALIFIED PERSONNEL (PROVIDED BY GENERAL CONTRACTOR) SHALL
INSPECT AT LEAST ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS OF THE END OF A
STORM THAT 15 1.0 INCHES OR GREATER THE EROSION CONTROL STRUCTURES
INSTALLED. GENERAL CONTRACTOR (G.G.) SHALL INSPECT OVERALL PERFORMANCE
OF EROSION AND SEDIMENT CONTROL FACILITIES AND AREAS DOWNSTREAM. IF SILT
IS APPARENT DOWNSTREAM FROM STRUCTURES, SOME FAILURE HAS OCCURRED. IF
SEDIMENT 15 OBSERVED DOWNSTREAM, TAKE CORRECTIVE MEASURES AS NECESSARY.
FOR MAINTENANCE OF INDIVIDUAL ER051 ON CONTROL STRUCTURES, SEE APPLICABLE
DETAIL.
2. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
GROUNDCOVER SHALL BE INSTALLED ON ALL EXPOSED SURFACES WITHIN 14 WORKING
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
5. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15
MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
4. PERMANENT GROUNDCOVER MUST BE INSTALLED FOR ALL D I STURBED AREAS WI TH I N
50 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
5. G.G. IS RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES REQUIRED TO MINIMIZE
EFFECTS ON ADJACENT PROPERTIES.
6. G.G. IS RESPONSIBLE FOR COMPLYING WITH ALL COUNTY/CITY AND STATE EROSION
CONTROL REOU I REMENT5.
Erosion Control Notes (C.,on't)
Site Information:
• TOTAL LOT SIZE: 10.13 ACRES
7.
IF NECESSARY, THE CONTRACTOR SHALL LOCATE A TOPSOIL STOCKPILE AREA ONSITE
AND INSTALL ADDITIONAL SILT FENG I NG AROUND STOCKPILE AREA AS NECESSARY TO
. D 15TURBED AREA: ± 57,700 SF (1.52 ACRES)
PREVENT SILT WASH -OFF FROM THE SITE AND/OR INTO WATERWAYS.
8.
ANY BORROW OR WASTE MUST BE TO AND FROM PERMITTED SITES. IF THE BORROW IS TO
. BUA REMOVED: 12,0140 SF (0.50 ACRES)
BE OBTAINED FROM A 51TE THAT 15 NOT PERMITTED FOR LAND D 15TURBANCE OR THE
WASTE IS TO BE DUMPED AT A SITE NOT APPROVED FOR LAND DISTURBANCE, THE G.G. IS
. % BUILT UPON: 0.50 ACRE5/1.52 ACRE5=22.1%
RESPONSIBLE FOR OBTAINING A PERMIT FOR LAND DISTURBING ACTIVITY AT THAT SITE.
Q.
THE OWNER IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE OF THE GROUND COVER
ON THE PROPERTY. GROUND COVER MUST BE MAINTAINED TO A DEGREE THAT PREVENTS
SOIL EROSION AND SEDIMENTATION AT ALL TIMES. ACCEPTANCE AND APPROVAL OF THI5
PLAN IS CONDITIONED UPON THE PROPERTY OWNERS) COMPLIANCE WITH FEDERAL AND
STATE WATER QUALITY LAWS, REGULATI ON5, AND RULES. IN ADDITION, LOCAL TOWN OR
COUNTY ORDINANCES OR RULES MAY AL50 APPLY TO THIS LAND -DISTURBING ACTIVITY.
THIS APPROVAL DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
10.
FOR EROSION CONTROL DETAILS AND SEEDING SPECIFICATIONS SEE DETAIL SHEET 01.8.
I
Oscar Armando Giron Thomas Phillip Young M&S Properties of Burlington, LLC.
Marta Diaz Marquez 1 and wife
Tina G. Young 1
I
M&S Properties of Burlington, LLC.
I
- - S 88°33'54" E 643.47' - I-
-------------------- / - LIMITS OF REMOVE ±35LF
_ DISTURBANCE (TYP) / CURB AND OUTER /
REMOVE ±GOLF I /
/ \ CURB AND GUTTER REMOVE ALL GRAVEL TEMPORARY / / / / J
I PARKING WITHIN 59 / / )
/I I A
i CONSTRUCTION ENTRANCE,
90 " DISTURBED LIMITS I I / /
12"
I
I
11
I
5 MIN. 100 x 25 . G.G. TO / F
i
KEEP CONSTRUCTION
SILT FENCE (TYP) 1 I - ' - = f
GB 1.8 ENTRANCE AREA GLEAN
Sutter: 588.a4' I \ OF MUD/ROGK AND
� Inv. Out: 586.54' \ DEBRIS AT ALL TIMES
r-
589
E'i
EXISTING STORM _ _ _ _ -
%J------ _ _ �
PIPE (TYP) --/ a� �JREMOVE�
5a - I� \ \ ° a ° GON�RETE ANDS e - J
• ° L \ GRAVEL SIB
REMOVE ±30LF ( - - - CURB AND GUTTER /EMPO RY /4��� DIVER ION BERM /
/
Inv. In: 585.27' 586- - - - - 41 / Inv. Out 585.17' \
48 TEMPORARY J
DIVERSION BERM
�ILT IFEN(�EB (TYP)
1
II 82 Inv: 5.615' / \
LIMITS OF \/ 585
r
DISTURI BANCE r.Q t�v�� c�' - � - - G/LEAFAND GRUBIII 0' I1Inv: 582.Iq' 580 O�AREWfHIN
0 - , _ _ _ - _ - ✓,««««< / LIMITS OF DISTURBANGE 576
\ \\\ \ <<«««ll<«l<<lll<««<
�B �\\\\
Sutter: 588.55'
Inv. In: 582.65' (A) •
\\\ �\� �\ \ - �� / -REMOVE ASPH�L-T,
Inv. In: 585.75' (S) \ \ \ T Q I
Inv. Out: 582.55'\moo '� t� t - / / / �9 " / / ±I4fCF -6U.9B 4 GUTTER FOR / \
a _ p k� ARMORIZE SPILLWAY / 5 /
WITH WOVEN / / / / - /
/ _UTILITY INS
�AtL-AT-I-ONS
I V�� GEOTEXTILE FABR(G SEE SHEET G1.7
I I I I
581
- 573 0I
I I I / I I I I I \ \ � / � � •SF_ YiF. _ - _ �� , 5�° 4 � � , � cv � � o� _ - \ � \ \
I / I SKIMMER BASIN 2 \ // �- ��- _ �'� 1 8 GRA-VEL OUTLET-
I I / SPILLWAY EL SF �� m \ I
I I I BOTTOM EL 576.0' 1 \ / / - - - - - - - - / / 5� 00,
TOP DAM EL5bo
I I I LIMITS OF / O N \\ L I
DISTURBANCE -m 13
DN �-_ \\\ \\\ •
SCOUR HOLE A (TEMP. 1.8 / / I �� /
SILT FENCE (TYP)569
_ 1
TOP
IN\/: 561.c5' I I I GU
�
(
//,i
--
SIn
In
I S
�
1
REMOVE ±15LF
-CURB AND GUTTER
_7
U
-0 �
N m
\ �a
� o
\
\
Demolition Dotes
I. PRIOR TO ANY DEMOLITION, G.G. TO COORDINATE WITH OWNER'S REPRESENTATIVES FOR ANY
PHA51 NG AND/OR 5CHEDUL I NG OF DEMOLITION WORK.
2. UTILITY, TOPOGRAPHIC, AND BOUNDARY SURVEY INFORMATION PROVIDED BY BO5WELL
SURVEYORS, DATED 5/51/Ia.
5. G.G. 15 RESPONSIBLE FOR ALL FEES AND PAPERWORK REQUIRED FOR PERMITS AND
APPROVALS FOR DEMOLITION AND CONSTRUCTION INCLUDING LAND DISTURBANCE, BUILDING,
UTILITY, 51GNAGE, DRIVEWAYS, ETC. INCLUDING PERMITS REQUIRED FOR WORK TO BE DONE
WITHIN ROW, ADJACENT PROPERTIES OR WITHIN EASEMENTS. G.G. TO CHECK WITH OWNER
PRIOR TO SUBMITTING FOR PERMITS TO SEE IF ANY PERMITS HAVE ALREADY BEEN
OBTAINED.
4. COORDINATE WITH ADJACENT PROPERTY OWNER FOR DEMOLITION OF ITEMS NEAR OR WITHIN
ADJACENT PROPERTY PRIOR TO ANY WORK.
5. PRIOR TO ANY BIDDING AND DEMOLITION, G.G. 15 TO VI51T SITE AND FIELD VERIFY EXISTING
CONDITIONS. THE G.G. IS TO BRING TO THE ATTENTION (IN WRITING) OF THE OWNER AND
LANDSCAPE ARCHITECT ANY DISCREPANCIES.
(b. G.G. TO VERIFY OWNERSHIP OF ALL ITEMS TO BE DEMOLISHED, REMOVED OR RELOCATED
PRIOR TO ANY WORK.
7. DEMOLITION OF ITEMS SHOWN ON PLAN MAY NOT BE ALL INCLUSIVE. IN ADDITION TO THE
DEMOLITION ITEMS SHOWN ON THIS PLAN, G.G. 15 TO REVIEW ALL OTHER DRAWINGS FOR
ADDITIONAL ITEMS TO BE DEMOLISHED, REMOVED OR RELOCATED.
8. G.G. TO CONTACT AND COORDINATE WITH ALL APPROPRIATE G I TY, STATE AND PRIVATE
UTILITY COMPANIES PRIOR TO ANY DEMOLITION OR RELOCATION OF EXISTING UTILITIES. IT IS
THE G.C.'S RESPONSIBILITY TO ENSURE THAT ALL UTILITIES HAVE BEEN PROPERLY GAPPED
OFF, DISCONNECTED OR RELOCATED. EXISTING UTILITIES SERVICING ADJACENT PROPERTIES
AND USES MUST REMAIN FULLY OPERATIONAL DURING DEMOLITION AND CONSTRUCTION.
q. G.G. TO COORDINATE WITH OWNER FOR ANY REFUSE OR STOCKPILING OF ITEMS TO BE
REMOVED, RELOCATED OR DEMOLISHED PRIOR TO ANY WORK.
10. ALL HARD SURFACE DEMOLITION ITEMS WHICH ARE ABUTTING HARD SURFACES TO REMAIN
(I.E. WALKS, CURB AND GUTTER, WALLS, ETC.) SHALL BE SAW GUT TO PREVENT DAMAGE TO
ITEMS TO REMAIN.
11. G.G. TO ENSURE PROTECTION OF ALL EXISTING ITEMS TO REMAIN.
12. USE OF EXPLOSIVES OR PYROTECHNICS IS NOT PERMITTED.
15. UTILITIES SHOWN ON DEMOLITION PLAN ARE FOR REFERENCE ONLY AND MAY NOT INCLUDE
ALL UTILITIES LOCATED ON SITE. CONTRACTOR TO VERIFY LOCATION AND PROTECT ALL
EXISTING UTILITIES TO REMAIN PRIOR TO DEMOLITION.
14. DURING DEMOLITION AND CONSTRUCTION, PROTECT EXISTING VEGETATION TO REMAIN.
15. REMOVAL AND DISPOSAL OF ALL ASSOCIATED ITEMS TO BE PERFORMED IN ACCORDANCE
WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
16. G.G. TO HAVE PRE -DEMOLITION MEETING WITH OWNER/OWNER'S REPRESENTATIVE PRIOR TO
COMMENCEMENT OF ANY DEMOLITION WORK.
Construction Sequence
I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF
BURL I NGTON.
2. CONTACT ER051 ON CONTROL INSPECTOR AND G I TY OF BURL I NGTON 5TORMWATER
ENGINEER TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND INSPECTION SCHEDULE.
SELF INSPECTION -----PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES, LARGER THAN ONE
(1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT
THE INSPECTION IN WRITING.
5. PHASE I - CLEAR 51TE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL
MEASURES AS FOLLOWS:
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
B. TEMPORARY 5KIMMER/5EDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET
STRUCTURES W/ SKIMMERS THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE
BASIN, SHALL BE UTILILIZED. NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.
C. TEMPORARY DIVERSION BERMS
D. TEMPORARY SILT FENG I NG
E. TEMPORARY SCOUR HOLE A
SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "GLEAN" WATER
DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND STABILIZATION CRITERIA FOR
MORE INFORMATION.
4. PHASE 2 - BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED.
EARTHEN -MATERIAL STOCKPILES ON -SITE FOR LATER DISTRIBUTION AND/OR REMOVAL,
AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS,
CONSTRUCTION AND DOMESTIC WA5TE, AND HAZARDOUS OR TOXIC WASTE SHALL BE
LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
(UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE),
AND WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES.
PERFORM GRADING OPERATION, INSTALL STORM DRAIN SYSTEMS WITH APPROPRIATE
INLET/PIPE PROTECTION. INSTALL UNDERGROUND UTILITIES. INSTALL SCOUR HOLE B PRIOR
TO INSTALLATION OF UPSTREAM STORM DRAIN SYSTEM. PROVIDE PERMANENT
STABILIZATION AS AREAS ARE BROUGHT TO FINISH GRADE. INSTALL EROSION CONTROL
MATTING ON ALL SLOPES 5:1, OR GREATER. PROVIDE STONE BASE AT ALL PAVED
AREAS AS SOON AS 5UBGRADE 15 ESTABLISHED. COMPLETED FINE GRADING AND
PERFORM PAVING OPERATIONS.
5. PHASE 5 - INSTALLATION OF THE SCM's
THE SKIMMER/SEDIMENT BA51N 15 TO STAY OPERATIONAL UNDER INSTALLATION OF THE
SAND FILTER COMPONENT OF SGM. BEGIN INSTALLATION OF THE SAND FILTER
COMPONENT OF SGM I NGLUD I NG THE WEIR WALL, UNDER DRAIN SYSTEM, SAND AND OUTLET
STRUCTURE. SCOUR HOLE G IS TO BE INSTALLED PRIOR TO INSTALLATION OF 5GM OUTLET
STRUCTURE. PROVIDE SILT FENCE PROTECTION AT THE TOE OF SAND FILTER SLOPE
EXCAVATION TO PROTECT NEW SAND. PROVIDE SEDIMENT TUBES AT SAND FILTER WEIR
WALL DRAWDOWN SLEEVES AS SKIMMER/SEDIMENT BASIN IS CONVERTED TO FOREBAY.
CONVERSION OF SKIMMER/SEDIMENT BASIN TO FOREBAY SHALL OCCUR AFTER ALL SITE
5URFAGF-5 ARE STABILIZED AND AS APPROVED BY THE EROSION CONTROL INSPECTOR.
8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS
BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.
REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL
BY INSPECTOR.
I. AFTER SUBSTANTIAL COMPLETION OWNER SHALL BE RESPONSIBLE FOR LONG TERM
MAINTENANCE OF GROUND COVER.
10. UPON FULL STABILIZATION OF THE 51TE AND ONCE THE PERMANENT SAND FILTER 50M
SYSTEMS HAVE BEEN INSTALLED AND ARE OPERATIONAL, THE CONTRACTOR 15 TO INFORM
THE ENGINEER OF RECORD SO THAT HE MAY INSPECT THE SYSTEM AND PREPARE
A5-BUILT DRAWINGS FOR SUBMITTAL TO THE CITY OF BURLINGTON 5TORMWATER
ENGINEER. ONCE THE AS-BU I LT5 ARE SUBMITTED TO THE G I TY OF BURL I NGTON
5TORMWATER ENGINEER, THEY SHALL PERFORM OWN INSPECTION TO VERIFY THIS
INFORMATION. ALL OF THIS SHOULD BE DONE BEFORE THE CONTRACTOR DEMOBILIZES
FROM THE SITE SO THAT ANY DISCREPANCIES CAN BE ADDRESSED.
Legend Detail �Gey
EX. PROPERTY LINE
B
- - - - - - PROP. PROPERTY L I NE
EXISTING I' CONTOUR INTERVAL
SUTTER: 571.66'
GB I 54 PROPOSED I' CONTOUR INTERVAL
I
TTER: 571.45' I II x 56.16 EXISTING SPOT GRADE
I
II - • - LIMITS OF DISTURBANCE
ss / ss
5EE SURVEY FOR ADDITIONAL LEGEND
S MH
oP: 5-12.15,
v. In: 561.72'
v. Out: 55q.72'
C I.8 TEMP. CON5T. ENTRANCE
TEMP. SKIMMER BA51N
�ccccccccccccccccccccccccccccccccc I.8 DIVER5TION BERM
48 GRAVEL OUTLET
- SF _ SILT FENCE
TREE PROT. FENCE
SCOUR HOLE
TEMP. SEEDING SCHEDULE
5 "BEFORE YOU DIG" LINE
0 20, 40' 60,
I-800-632-4g4�f OR 8-1-1 SCALE: I" = 20' NORTH
�Ltilli�rr
ti7►S err.
p411 -EIUGl
7k' C-:3999'*~
.ir •, U�<
511111.117
tilrt ! . r�
r7
g L -
€ C 494 ~-
D.ti
r,!'11 FI 4`%
6-19-.202.0
Date: la March 2020
For Bid
\
Demolition Dotes
I. PRIOR TO ANY DEMOLITION, G.G. TO COORDINATE WITH OWNER'S REPRESENTATIVES FOR ANY
PHA51 NG AND/OR 5CHEDUL I NG OF DEMOLITION WORK.
2. UTILITY, TOPOGRAPHIC, AND BOUNDARY SURVEY INFORMATION PROVIDED BY BO5WELL
SURVEYORS, DATED 5/51/Ia.
5. G.G. 15 RESPONSIBLE FOR ALL FEES AND PAPERWORK REQUIRED FOR PERMITS AND
APPROVALS FOR DEMOLITION AND CONSTRUCTION INCLUDING LAND DISTURBANCE, BUILDING,
UTILITY, 51GNAGE, DRIVEWAYS, ETC. INCLUDING PERMITS REQUIRED FOR WORK TO BE DONE
WITHIN ROW, ADJACENT PROPERTIES OR WITHIN EASEMENTS. G.G. TO CHECK WITH OWNER
PRIOR TO SUBMITTING FOR PERMITS TO SEE IF ANY PERMITS HAVE ALREADY BEEN
OBTAINED.
4. COORDINATE WITH ADJACENT PROPERTY OWNER FOR DEMOLITION OF ITEMS NEAR OR WITHIN
ADJACENT PROPERTY PRIOR TO ANY WORK.
5. PRIOR TO ANY BIDDING AND DEMOLITION, G.G. 15 TO VI51T SITE AND FIELD VERIFY EXISTING
CONDITIONS. THE G.G. IS TO BRING TO THE ATTENTION (IN WRITING) OF THE OWNER AND
LANDSCAPE ARCHITECT ANY DISCREPANCIES.
(b. G.G. TO VERIFY OWNERSHIP OF ALL ITEMS TO BE DEMOLISHED, REMOVED OR RELOCATED
PRIOR TO ANY WORK.
7. DEMOLITION OF ITEMS SHOWN ON PLAN MAY NOT BE ALL INCLUSIVE. IN ADDITION TO THE
DEMOLITION ITEMS SHOWN ON THIS PLAN, G.G. 15 TO REVIEW ALL OTHER DRAWINGS FOR
ADDITIONAL ITEMS TO BE DEMOLISHED, REMOVED OR RELOCATED.
8. G.G. TO CONTACT AND COORDINATE WITH ALL APPROPRIATE G I TY, STATE AND PRIVATE
UTILITY COMPANIES PRIOR TO ANY DEMOLITION OR RELOCATION OF EXISTING UTILITIES. IT IS
THE G.C.'S RESPONSIBILITY TO ENSURE THAT ALL UTILITIES HAVE BEEN PROPERLY GAPPED
OFF, DISCONNECTED OR RELOCATED. EXISTING UTILITIES SERVICING ADJACENT PROPERTIES
AND USES MUST REMAIN FULLY OPERATIONAL DURING DEMOLITION AND CONSTRUCTION.
q. G.G. TO COORDINATE WITH OWNER FOR ANY REFUSE OR STOCKPILING OF ITEMS TO BE
REMOVED, RELOCATED OR DEMOLISHED PRIOR TO ANY WORK.
10. ALL HARD SURFACE DEMOLITION ITEMS WHICH ARE ABUTTING HARD SURFACES TO REMAIN
(I.E. WALKS, CURB AND GUTTER, WALLS, ETC.) SHALL BE SAW GUT TO PREVENT DAMAGE TO
ITEMS TO REMAIN.
11. G.G. TO ENSURE PROTECTION OF ALL EXISTING ITEMS TO REMAIN.
12. USE OF EXPLOSIVES OR PYROTECHNICS IS NOT PERMITTED.
15. UTILITIES SHOWN ON DEMOLITION PLAN ARE FOR REFERENCE ONLY AND MAY NOT INCLUDE
ALL UTILITIES LOCATED ON SITE. CONTRACTOR TO VERIFY LOCATION AND PROTECT ALL
EXISTING UTILITIES TO REMAIN PRIOR TO DEMOLITION.
14. DURING DEMOLITION AND CONSTRUCTION, PROTECT EXISTING VEGETATION TO REMAIN.
15. REMOVAL AND DISPOSAL OF ALL ASSOCIATED ITEMS TO BE PERFORMED IN ACCORDANCE
WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
16. G.G. TO HAVE PRE -DEMOLITION MEETING WITH OWNER/OWNER'S REPRESENTATIVE PRIOR TO
COMMENCEMENT OF ANY DEMOLITION WORK.
Construction Sequence
I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF
BURL I NGTON.
2. CONTACT ER051 ON CONTROL INSPECTOR AND G I TY OF BURL I NGTON 5TORMWATER
ENGINEER TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND INSPECTION SCHEDULE.
SELF INSPECTION -----PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES, LARGER THAN ONE
(1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT
THE INSPECTION IN WRITING.
5. PHASE I - CLEAR 51TE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL
MEASURES AS FOLLOWS:
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
B. TEMPORARY 5KIMMER/5EDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET
STRUCTURES W/ SKIMMERS THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE
BASIN, SHALL BE UTILILIZED. NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.
C. TEMPORARY DIVERSION BERMS
D. TEMPORARY SILT FENG I NG
E. TEMPORARY SCOUR HOLE A
SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "GLEAN" WATER
DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND STABILIZATION CRITERIA FOR
MORE INFORMATION.
4. PHASE 2 - BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED.
EARTHEN -MATERIAL STOCKPILES ON -SITE FOR LATER DISTRIBUTION AND/OR REMOVAL,
AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS,
CONSTRUCTION AND DOMESTIC WA5TE, AND HAZARDOUS OR TOXIC WASTE SHALL BE
LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
(UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE),
AND WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES.
PERFORM GRADING OPERATION, INSTALL STORM DRAIN SYSTEMS WITH APPROPRIATE
INLET/PIPE PROTECTION. INSTALL UNDERGROUND UTILITIES. INSTALL SCOUR HOLE B PRIOR
TO INSTALLATION OF UPSTREAM STORM DRAIN SYSTEM. PROVIDE PERMANENT
STABILIZATION AS AREAS ARE BROUGHT TO FINISH GRADE. INSTALL EROSION CONTROL
MATTING ON ALL SLOPES 5:1, OR GREATER. PROVIDE STONE BASE AT ALL PAVED
AREAS AS SOON AS 5UBGRADE 15 ESTABLISHED. COMPLETED FINE GRADING AND
PERFORM PAVING OPERATIONS.
5. PHASE 5 - INSTALLATION OF THE SCM's
THE SKIMMER/SEDIMENT BA51N 15 TO STAY OPERATIONAL UNDER INSTALLATION OF THE
SAND FILTER COMPONENT OF SGM. BEGIN INSTALLATION OF THE SAND FILTER
COMPONENT OF SGM I NGLUD I NG THE WEIR WALL, UNDER DRAIN SYSTEM, SAND AND OUTLET
STRUCTURE. SCOUR HOLE G IS TO BE INSTALLED PRIOR TO INSTALLATION OF 5GM OUTLET
STRUCTURE. PROVIDE SILT FENCE PROTECTION AT THE TOE OF SAND FILTER SLOPE
EXCAVATION TO PROTECT NEW SAND. PROVIDE SEDIMENT TUBES AT SAND FILTER WEIR
WALL DRAWDOWN SLEEVES AS SKIMMER/SEDIMENT BASIN IS CONVERTED TO FOREBAY.
CONVERSION OF SKIMMER/SEDIMENT BASIN TO FOREBAY SHALL OCCUR AFTER ALL SITE
5URFAGF-5 ARE STABILIZED AND AS APPROVED BY THE EROSION CONTROL INSPECTOR.
8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS
BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.
REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL
BY INSPECTOR.
I. AFTER SUBSTANTIAL COMPLETION OWNER SHALL BE RESPONSIBLE FOR LONG TERM
MAINTENANCE OF GROUND COVER.
10. UPON FULL STABILIZATION OF THE 51TE AND ONCE THE PERMANENT SAND FILTER 50M
SYSTEMS HAVE BEEN INSTALLED AND ARE OPERATIONAL, THE CONTRACTOR 15 TO INFORM
THE ENGINEER OF RECORD SO THAT HE MAY INSPECT THE SYSTEM AND PREPARE
A5-BUILT DRAWINGS FOR SUBMITTAL TO THE CITY OF BURLINGTON 5TORMWATER
ENGINEER. ONCE THE AS-BU I LT5 ARE SUBMITTED TO THE G I TY OF BURL I NGTON
5TORMWATER ENGINEER, THEY SHALL PERFORM OWN INSPECTION TO VERIFY THIS
INFORMATION. ALL OF THIS SHOULD BE DONE BEFORE THE CONTRACTOR DEMOBILIZES
FROM THE SITE SO THAT ANY DISCREPANCIES CAN BE ADDRESSED.
Legend Detail �Gey
EX. PROPERTY LINE
B
- - - - - - PROP. PROPERTY L I NE
EXISTING I' CONTOUR INTERVAL
SUTTER: 571.66'
GB I 54 PROPOSED I' CONTOUR INTERVAL
I
TTER: 571.45' I II x 56.16 EXISTING SPOT GRADE
I
II - • - LIMITS OF DISTURBANCE
ss / ss
5EE SURVEY FOR ADDITIONAL LEGEND
S MH
oP: 5-12.15,
v. In: 561.72'
v. Out: 55q.72'
C I.8 TEMP. CON5T. ENTRANCE
TEMP. SKIMMER BA51N
�ccccccccccccccccccccccccccccccccc I.8 DIVER5TION BERM
48 GRAVEL OUTLET
- SF _ SILT FENCE
TREE PROT. FENCE
SCOUR HOLE
TEMP. SEEDING SCHEDULE
5 "BEFORE YOU DIG" LINE
0 20, 40' 60,
I-800-632-4g4�f OR 8-1-1 SCALE: I" = 20' NORTH
�Ltilli�rr
ti7►S err.
p411 -EIUGl
7k' C-:3999'*~
.ir •, U�<
511111.117
tilrt ! . r�
r7
g L -
€ C 494 ~-
D.ti
r,!'11 FI 4`%
6-19-.202.0
Date: la March 2020
For Bid
Revisions.
4/21/20
For TRC
5/21/20
Per Comments
6/la/20
Stormwater/
Erosion Control Review
Drawn By JDL
Checked By JDL
Project #
Sheet Title
DEMOLITION I$
PHA5E I EROSION
CONTROL PLAN
Sheet Ce of 10

Holland Ave.
ca
Q)
0
2
E
s McKinney St.
C7
SITE �
Vaughn Rd. cn
Hilton Rd.
north
Alamance Co. Health Building Storm Schedule
Rudd Street, Burlington, NC
3/ 12/ 2020
Revised:
6/ 11/2020
InletlD
Line ID
Line Length
Line Size
Line Slope
Invert Dn
InvertUp Rim Elev Up
JunctType
(ft)
(in)
(%)
(ft)
(ft)
(ft)
-1
101..........1.
29.0
...................................
.............15...........
1.72......
..._---
576.50..
577.00
---
-586.0
--
-MH
-- ---
2
102
.............................
75.1
15
1.07
581.20
..............................
582.00
.............................
587.6
D Grate
p
3
103 .................13...1........
,.................................. ,..................................
31.8
15
,...............................
1.26
.........1.53................582.80...........583.00....
582.20
582.60
587.8
Dp-Grate
4
104
.............................
15..........
..............................
.............................
588.2
Comb.
5
105
.............................
,.................................. ,..................................
56.0
................................... ..................................
15
,...............................
1.25
,...............................
583.20
.............................
583.90
.............................
587.0
Dp-Grate
6
106
............................
Z0.5
15
4.88
577.00
..............................
578.00
.............................
582.5
MH
7
107 ........
¢..................................¢..................................
1 64.2'
.........53.0........
15
,...............................
2.34
.........1.13................579.90..........580.50....
578.20
579.70
585.0
MH
8
108
.............................
15..........
....................
... ....................................................
584.0
Comb.
10
110
¢..................................¢..................................
4Z.0
6
,..............
1.20
572.50
573.00
578.3 :Outlet
Structure
Site Information:
Notes Keged to Plan: C rad ing Notes:
• TOTAL LOT SIZE: 10.15 ACRES
I.
REFER TO SURVEY, BOSWELL 6/3/Ia FOR EXISTING GRADES, UTILITIES AND CONDITIONS ON SITE.
A
O
WIRE � GRAVEL INLET PROTECTION. SEE DETAIL SHEET G6.3. CONVERT TO SILT SACK, SEE
GENERAL CONTRACTOR TO REPORT TO MLA DESIGN GROUP OR GOODWILL OF ANY
• DISTURBED AREA: t 57,700 SF (1.32 ACRES)
KEY TAGS B D.
DISCREPANCIES ENCOUNTERED.
OB
PRE -CAST CONCRETE CATCH BASIN. SEE NGDOT STANDARD 540.05 AND 540.04. PROVIDE
2.
GENERAL CONTRACTOR TO VERIFY PROPERTY BOUNDARIES PRIOR TO BEGINNING CONSTRUCTION.
• BUA REMOVED: 2q,135 SF (0.67 ACRES)
3 -O x2 -2 x2 -O AGF ENVIRONMENTAL TYPE B SILT SACK UPON STONE PLACEMENT FOR
3.
G.G. IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL EXISTING UNDERGROUND UTILITIES.
PAVEMENT AND PRIOR TO CURB t GUTTER INSTALLATION. SEE DETAIL SHEET C6.3.
4.
G.G. TO ENSURE THAT ALL UTILITIES TO ADJACENT PROPERTIES/USES ARE TO REMAIN
• % BUILT UPON: 0.67 ACRES/1.32 ACRE5=50.5%
OPERATIONAL DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
OPRE
-CAST CONCRETE STORM MANHOLE. SEE NGDOT STANDARD 840.52 $ 840.54.
5.
G.G. TO VERIFY PROPER COVER OVER ALL EXISTING AND PROPOSED UTILITIES AND OTHER
UNDERGROUND STRUCTURES.
O
PRE -CAST CONCRETE DROP INLET. SEE NGDOT STANDARD 840.14 AND a40.16. PROVIDE
6.
A LICENSED SURVEYOR SHALL STAKE OUT ALL PROPOSED SPOT ELEVATIONS TO THE NEAREST
3'-O"x2'-O"x2'-O" AGF ENVIRONMENTAL TYPE A SILT SACK UPON STONE PLACEMENT IN
1/10 OF A FOOT.
PAVEMENT AREAS. SEE DETAIL SHEET 01.5
7.
G.G. TO ENSURE THAT NO PONDING IS TO OCCUR ON ANY PAVED SURFACE.
8.
G.G. TO SECURE ALL APPROPRIATE GRADING/EROSION CONTROL PERMITS AND/OR APPROVALS
OE
CONCRETE WASH (APPROX. LOCATION), FINAL LOCATION TO BE SET BY CONTRACTOR IN THE
PRIOR TO ANY GRADING.
FIELD.
a.
DISPOSAL OR BURNING OF DEBRIS ON SITE IS PROHIBITED.
10.
G.G. TO MONITOR STORM WATER RUNOFF DURING AND AFTER CONSTRUCTION TO ENSURE PROPER
O
STABILIZE ALL SLOPES STEEPER THAN 3:1 WITH NORTH AMERIGAN GREEN 575G BLANKET
DRAINAGE AWAY FROM PROPOSED BUILDING, PARKING AREAS AND ALL ADJACENT PROPERTY
PROTECTION.
IMPROVEMENTS.
1. SYSTEMS SIZED FOR 25YR DESIGD STORM, 1[7.68 (25yr, 5 min). GO NYLOPLAST In,, YARD DRAIN BASIN OR APPROVED EQUAL. PROVIDE INLET PROTECTION AS 11. ALL GRADES SHOWN ON PLANS TO BE FIELD -VERIFIED BY THE CONTRACTOR PRIOR TO
\ / y�� 2. PRIVATE STORM PIPE TO BE ADS®d2 WT IB PIPE PER AASHTO SPECIFICATIO-S. NEEDED CONSTRUCTION. SHOULD ANY DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY OWNER'S
Y IC In ItU I' ICip 3. IF REQUIRED, PUBLIC STORM PIPE (ID R.O.W.) TO BE TOEGE ADD GROOVE -01-T RCP CLASS III CO�FORMI-G TO ASTM SPECIFICATIO- C76. REPRESENTATIVE/MLR FOR ANY PLAN OR GRADE CHANGES PRIOR TO CONSTRUCTION.
Not to scale H PROVIDE ADDITIONAL SILT FENCE PROTECTION AT TOE OF SAND FILTER EXCAVATION TO 12. ALL PAVED SURFACES SHALL HAVE A MINIMUM SLOPE OF 2% UNLESS OTHERWISE NOTED.
PROTECT NEW OPEN SURFACE SAND. 15. GROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2%.
14. G.G. TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING AT ALL LOCATIONS.
Oscar Armando Giron Thomas Phillip Young PROVIDE SEDIMENT TUBE PROTECTION AT WEIR WALL DRAWDOWN SLEEVES AS SKIMMER 15. G.G. TO TIE IN ALL ROOF DRAIN LEADERS AND DOWNSPOUTS TO NEAREST STORM INLET. ROOF
Marta Diaz Marquez and wife M&S Properties of Burlington, LLC.
1
q I BASIN IS CONVERTED TO SAND FILTER FOREBAY. LEADERS RUNNING UNDER PAVEMENT AND UNDER TURF TO BE 8" SGH 40 PVC. ALL ROOF DRAIN
Tina G. Young LEADERS AND DOWNSPOUTS TO THE PROPOSED CURB INLET/DROP INLET BOXES TO BE V, SGH
1 ®STORM DRAINAGE STRUCTURE DESIGNATION. 40 PVC WITH GROUTED CONNECTION AT THE CURB INLET BOX. MAINTAIN 1% MIN. SLOPE AND
MINIMUM COVER OF 12"
- - - - - - - I LIMITS OF 16. SPOT GRADES SHOWN ALONG CURB AND GUTTER INDICATES THE BOTTOM AND TOP OF CURB
S 88`33'54" E 643.47' DISTURBANCE (TYP) ELEVATION UNLESS OTHERWISE NOTED.
- - - - - - - - I 17. CURB INLET GRATE INFORMATION REFLECTS THE ELEVATION OF THE GRATE AT FACE OF CURB.
L \ 15. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
own=
590 ' � AFFECTED PROPERTY OWNERS.
Ici. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
588 20. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR TO OBTAIN COPY OF SOILS COMPACTION/CEO
TECH REPORT FROM OWNER IN ORDER TO VERIFY THAT FILL MATERIAL ON SITE HAS BEEN
PROPERLY COMPACTED AND IS SUITABLE FOR CONSTRUCTION. G.G. TO NOTIFY OWNER'S
5g1 ❑ I ❑� 00 REPRESENTATIVE IF ANY SOILS FOUND ON -SITE ARE UNSUITABLE FOR CONSTRUCTION OR HAVE
NOT BEEN PROPERLY COMPACTED. G.G. ALSO TO VERIFY WITH THE GEOTECHNICAL REPORT THE
RECOMMENDATIONS FOR FOUNDATION AND PAVING STANDARDS.
• $ / MATCH EX 4> 21. G.G. TO USE ALL EFFORTS AND METHODS NECESSARY TO ENSURE THAT ALL SEDIMENT AND
�g0 5$ / GRADE RUNOFF IS CONFINED ON SITE.
/ MATCH EX GRADE \ 587.4 / 1/ 22. G.G. TO ENSURE/VERIFY ALL PROPOSED UNDERGROUND UTILITY LINE INTERFACES WITH EXISTING
IGB
EX. SIDEW
12"
Gutter: 588.84'
Inv. Out: 586.54'
/ saa
SSq.I
587.8 •
� N
\ 587.8 I Z / -- 56UTILITIES PRIOR TO ANY CONSTRUCTION. G.G. TO COORDINATE WITH MLA DESIGN GROUP FOR
\ 587.0 4A) `b / h -- FIELD VERIFICATION PRIOR TO ANY CONSTRUCTION OF THE PROPOSED STORM DRAINAGE AND
58 .3 587.0 586,3 / ``'� 8 A B / ° UTILITY LINES.
5aa. 5b8.0 5 A D I T Construction Sequence
4 B L1 58'L55 / I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF
° 587.E a 587.35 / / / BURLINGTON.
2. CONTACT EROSION CONTROL INSPECTOR AND G I TY OF BURL I NGTON STORMWATER ENGINEER TO
ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND INSPECTION SCHEDULE.
>11
+ _ _ i' i o / SELF INSPECTION -----PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES, LARGER THAN ONE (1)
° o ° ° +588.5587.a a 5 50.b 587:0 � ono / / / � ACRE, MUST I N5PEGT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE
5� (103) INSPECTION IN WRITING.
�\✓ 582 �
l
F- = 3. PHASE I - CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES
AS FOLLOWS:
A D I / 1 A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
\ a 3 _ 5a B. TEMPORARY SKIMMER/SEDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET
588 7 STRUCTURES W/ SKIMMERS THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN,
SHALL BE UTI L I L I ZED. NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.
BUILDING HEIGHT / \ C. TEMPORARY DIVERSION BERMS
/ \ i D. TEMPORARY SILT FENCING
22.0 FT. MAX / / E. TEMPORARY SCOUR HOLE A
5 7� / •/ / \ SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "GLEAN" WATER DIVERSION)
587 - - _ O UPON COMPLETION OF CONSTRUCTION. SEE GROUND STABILIZATION CRITERIA FOR MORE
SOCIAL OPEN DOOR CLINIC ADULT DAY SERVICES o INFORMATION.
1 ° \ SERVICES 5,IbOt SF 5,540t SF
OB _ _ ' \ 2pbOt SF FFE=588.1'7 FFE=5615 I a / / 4. PHASE 2_ BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED.
/ Gutter: 585.52 F,060:t .I"I I - EARTHEN MATERIAL STOCKPILES ON SITE FOR LATER DISTRIBUTION AND/OR REMOVAL, AREAS
Inv. In: 583.27' 586- DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION
/ Inv. Out 583.I1' / o AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE SHALL BE LOCATED AT LEAST 50
• _ - - I $ / FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS (UNLESS IT CAN BE SHOWN THAT
-,.M.,. I NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN AREAS PROTECTED BY
EROSION CONTROL MEASURES.
° I / PERFORM GRADING OPERATION, INSTALL STORM DRAIN SYSTEMS WITH APPROPRIATE INLET/PIPE
(A) SF� - ° _ - �/ PROTECTION. INSTALL UNDERGROUND UTILITIES. INSTALL SCOUR HOLE B PRIOR TO
-1 - - I a I - 6. a°� � -° a �. II I °° I / / INSTALLATION OF UPSTREAM STORM DRAIN SYSTEM. PROVIDE PERMANENT STABILIZATION AS
(B) / III Ini: 582.45' �'O 2,°58g ° AREAS ARE BROUGHT TO FINISH GRADE. INSTALL EROSION CONTROL MATTING ON ALL SLOPES
5: 1, OR GREATER. PROVIDE STONE BASE AT ALL PAVED AREAS AS SOON AS 5U55RADE IS
ESTABLISHED. COMPLETED FINE GRADING AND PERFORM PAVING OPERATIONS.
�YCt��i '
/ ` \ Inv: 582 \\ �I I III I \ \�� J�� 0ry / y J - - - - 5. PHASE 3 - INSTALLATION OF THE SGM s
_ _ _ _ / / / THE SKIMMER/SEDIMENT BASIN IS TO STAY OPERATIONAL UNDER INSTALLATION OF THE SAND
0� qM - - - - - - 579 - FILTER GOMPONENT OF SGM. BEGIN INSTALLATION OF THE SAND FILTER COMPONENT OF SGM
578 / / / 51`' INCLUDING THE WEIR WALL, UNDER DRAIN SYSTEM, SAND AND OUTLET STRUCTURE. SCOUR HOLE
-V
I 577 g / / \ G IS TO BE INSTALLED PRIOR TO INSTALLATION OF SGM OUTLET STRUCTURE. PROVIDE SILT
44�2�I I / �' - -576 - - - - - i 5� ,/ / / FENCE PROTECTION AT THE TOE OF SAND FILTER SLOPE EXCAVATION TO PROTECT NEW SAND.
Gutter: 588.35' I \\�\ \\ \" JJ I l / - - �' �\ / `� I PROVIDE SEDIMENT TUBES AT SAND FILTER WEIR WALL DRAWDOWN SLEEVES AS
Inv. In: 582.65' (A) / 578- - - - - _ / I / / SKIMMER/SEDIMENT BASIN IS CONVERTED TO FOREBAY. CONVERSION OF SKIMMER/SEDIMENT
Inv. In: 585.75' (B) Q V i
Inv. Out: 582.55' I I \l/\ \�\oo - �j 4,V 0k \ FO%'EBA-Y - - - - - - - ` , ` I 3-:BASIN TO FOREBAY SHALL OCCUR AFTER ALL SITE SURFACES ARE STABILIZED AND AS a APPROVED BY THE EROSION CONTROL INSPECTOR.
Oc ` �N� F� , SCOUR i \ ��D
--HOLE-B - / \ 3: 8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN
5 ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION
581 - -575 - _ - - - �� CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
I
' cf. AFTER SUBSTANTIAL COMPLETION OWNER SHALL BE RESPONSIBLE FOR LONG TERM
i o I / . MAINTENANCE OF GROUND COVER.
, 5�6 /; _ _N o s= _ cn \
.9�Pf o� - - _ - - \ \ \ / 10. UPON FULL STABILIZATION OF THE SITE AND ONCE THE PERMANENT SAND FILTER SGM SYSTEMS
8 SF ��•s� _ \/ m \ HAVE BEEN INSTALLED AND ARE OPERATIONAL, THE CONTRACTOR IS TO INFORM THE ENGINEER
\ OF RECORD SO THAT HE MAY INSPECT THE SYSTEM AND PREPARE AS BUILT DRAWINGS FOR
SEGMENTAL BLOCK _ - \ \ \ \ \ ��' SUBMITTAL TO THE G I TY OF BURL I NGTON STORMWATER ENGINEER. ONCE THE AS-BU I LTS ARE
RETA(NINO-WAL-L, -SE-E - - 5� - - - - - \ \ \ SUBMITTED TO THE G I TY OF BURL I NGTON STORMWATER ENGINEER, THEY SHALL PERFORM OWN
NOTES ON SITE PLAN �� ' Z q \ ` \ / I INSPECTION TO VERIFY THIS INFORMATION. ALL OF THIS SHOULD BE DONE BEFORE THE
TOP OF WAIL �&5-O- 18 SCOUR 6 L - " \ ' I CONTRACTOR DEMOBILIZES FROM THE SITE SO THAT ANY DISCREPANCIES CAN BE ADDRESSED.
--- / HOLE G p � o
�' Legend Detail �Geu
INV,,,6UT: ar13.� M N \ \ J
LIMITS OF --569
DISTURBANCE (TYP) O_F BANK
SILT FENCE
i_ - I N\k 561.cl
\\ \� / I i�� %= _ =-1 /T
ZZ
pgr-T
bo„
PROPERTY LINE
58
II
SF
SILT FENCE
GB
800
EXISTING CONTOUR
GUTTER:
5�1.66'
I
IS
• CI
PROPOSED JUNCTION BOX
500- -
PROPOSED CONTOUR
5UTTER: 5-7I .G5'
'> I
11
I
+ 800
PROPOSED SPOT GRADE
pppppp 16a
PROPOSED CURB INLET
EXISTING STORM DRAIN SYSTEM
17
®
PROPOSED DROP INLET
Sf
ss'
I
PROPOSED STORM DRAIN SYSTEM
SS/
SS MH
-
PROPOSED 8" 5OH40 ROOF DRAINS
NOTE: ALL MATERIALS AND CONSTRUCTION
METHODS PER THE LATEST EDITION OF CITY OF
Top: 5-72.15'
BURLINGTON
SPECIFICATIONS AND DETAILS.
Inv. In: 561.72'
PROPOSED LIMITS OF DISTURBANCE
Inv. Out: 5511.72'
"BEFORE
YOU D I C " LINE
0
20' 40'
50'
I-800-632-4�i4q OR B-I-I
SCALE: I" = 20' NORTH
y��tilil�ii�r♦#fr
#:w C-3999...*�
r
rar f rG N G'?I
�r11111111i17S1
�,lryri�rrrr f
01. i..� n ! II
5 L -
0 .94
D; lr
10
6--19-20.20
Date: la March 2020
For Bid
Revisions:
4/21/20
For TRG
5/21/20
Per Comments
6/la/20
5tormwater/
Erosion Control Review
Drawn By JDL
Checked By JDL
Project #
Sheet Title
C RAD I NO
PHASE 2 EROSION
CONTROL PLAN
Sheet c, .2 of 10

Holland Ave.
0
2
E
s McKinney St.
C7
SITE �
CL
Vaughn Rd. CL
cn
Hilton Rd.
north
Vicinity Map
Not to scale
EXISTING IMPERVIOUS SURFACE DATA:
EXISTING IMPERVIOUS SURFACE WITHIN PARCEL 1.32 ACRE DISTURBED AREA = 0.30 AC (22.7% BUA)
EXISTING IMPERVIOUS SURFACE TO BE DEMOLISHED/REMOVED = 0.30 AC
Oscar Armando Giron I Thomas Phillip Young
M&S Properties of Burlington, LLC.
Marta Diaz Marquez and wife BEGIN SHEET FLOW A
Tina G. Young FLOW LENGTH = 20 FT.
WATERCOURSE SLOPE = 5%
I I M&S Properties of Burlington, LLC.
LIMITS OF 1
-� M�` -1 — �L-I'54" E 643.47' — — DISTURBANCE (TYP) I—
II/ Isnow
--
-- 592—
--————----——— — —
I�I�
/ _J /
5g
BEGIN SHEET FLOW B
FLOW LENGTH = 65 FT. /
WATERCOURSE SLOPE = 4%
/ Ali
o,
-GRAVEL AREA
Sutter: 588.84' I� , / I / / /■
Inv. Out: 586.54' \ — - 5O0
74
BEGIN SHEET FLOW C
\ / / / FLOW LENGTH = 85 FT. •
WATERCOURSE SLOPE = 7%
•I / g4�
58971
A/ 1.11
- - - - - - - — — _ __ _ _
— I — CONCRETE PAD I / / / / BEGIN SHALLOW CONCENTRATED FLOW A
/I FLOW LENGTH = 85 FT.
I Sa — I ■ J —� — — _j ` / / WATERCOURSE SLOPE = 5%
WB: H'�rlD Soi)ll
r - /r
`/I oup D
- 587
\ cB
\ / Sutter: 585.52'
Inv. In: 583.27' 386— 41
Inv. Out 585.17'
bbb
I (B) I I I Inv: 582.g5' — — \ \ ♦♦
/ III i t Ur : H)1'n Soil ♦ -r
III. ,— �
rDU D 0 / —
\\a / I p �Y ��t ry y\ — — — — — PRE -DEVELOPED AREA 1
I \ \Q Jk �■ — — — — DRAINAGE AREA = 1.49 AC
/ Inv: 582.IG' �I I I
OPEN AREA =1.19AC
ti0 ■ / \ — — IMPERVIOUS SURFACE = 0.30 AC
\ Sutter: 588.35' iI I l — / �'\■` / / \ J / / / / / / / — — / / / I /
Inv. In: 582.65' (A) \ \ \\ "`�— _ — —
\ C
Inv. In: 583.75'(B) \\\\\ ��\\\ r—
\ Inv. Out: 582.55' BEGIN SHALLOW CONCENTRATED FLOW B
\ I I I \\\�� \ \\ c- — Q J� ♦� \ , — J / / FLOW LENGTH = 75 FT. — — — i / <
0� WATERCOURSE SLOPE = 20%
581
4),2 _ _ -573 _ / p15—
<
578- i / _ \ 4 \
--• / ,5 �5 •ice \\C� <
!, , �'N\_ 44'!
LIMITS OF _--569 — --- \ ( \\ <
/DISTURBANCE (TYP) TOP OF BANK 1� \ I <
woo
�Y� PO"
OF STUDIO — /j %
IN 88/11010\�//,—
I 1
INTHECOJECT STUDY APE FEAR RIVER EBASIN WITHIN / S
THE JORDAN LAKE WATERSHED-01
Stormwater Legend:
m o m o m m o m m o m PROJECT DRAINAGE DELINEATION LINE
E I I M I I M I I E SOILS DELINEATION LINE
— > — A EXISTING TIME OF CONCENTRATION TRAVEL PATH
I
7
M!\
I
\\ 4
� \ ✓ 5a2 _
\ iIt
� O
5
�U
� oJ0 \ +r
\ �U
_C�' 0378
-0
��Lo
-
\
3.>_
/
/
I
I
� / I
n�, �775 ' 'W
GUTTER: 5�66 1.'
OU I
;B
BUTTER:
� I
I` I
> I
/ SS
56_
SS III
55 M 572.15' 0 20' 40' 80'
Inv. In: 561.72'
Inv. Out: 5511.72 SCALE: I" = 20' NORTH
y+'Sts►tllLllryl�rf.
a ;r0 i
O+' y1
,`rtit1LllN G Llllt�tti`
�5511111IJ�
.•'� CA
S L _
0.. 494
lflji5, 05 t5ti
Date: la March 2020
For Bid
Revisions:
4/21/20
For TRG
5/21/20
Per Comments
6/I(1/20
5tormwater/
Erosion Control Review
Drawn By JDL
Checked By JDL
Project #
Sheet Title
STORMWATER
MANAGEMENT PRE -
DEVELOPED PLAN
Sheet of 10

o Holland Ave.
E
McKinney St.
C9
SITE �
CL
11aughn Rd. CL
cn
Hilton Rd.
north
\/icinit Ma
y p
Not to scale
PROPOSED CAST IN PLACE WALL W/ STONE VENEER,
BY OTHERS. WALL SHALL BE KEYED INTO 3:1 SLOPE
A DISTANCE 5' EACH SIDE.
14111
Alamance Co. Health Building Storm Schedule
Rudd Street, Burlington, NC
3/12/2020 Revised: 6/11/2020
InletlD
Drainage Area Total Area Inlet Time
Tc
ilnlet
iSys
Runoff Coeff
IncrQ.
Total Runoff
Flow Rate
Capacity Full
Vel Ave
Line ID
Line Length
Line Size
Line Slope
Invert Dn InvertUp
HGL Dn
HGL Up
Rim Elev Up
JunctType
(ac)
(acj
(min]
(min)
(in/hr)
(in/hr)
(C)
(cfs)
(cfs)
(cfs)
(cfsj
(ft/s)
(ft)
(in)
(%]
(ft)
(ft)
(ft)
(ft]
(ft)
1
......................
0.00
........................................r......................-------
0.26
0.0
-----------------------------
7.5
- ---------'----------------------'---..................
------------ - --
0 €
7.53
.......
0
............................. ...,...
1.4
..................... ...,...
1.7
..............................
3.1
.........................
9.2
..............................
4.3
....................
101
...............
29.0
...................--------
15
------------------------
1.72
-----------------------
576.50
-----------.........
577.00
....................
577.20
....................
577.70
....................
586.0
------------------------------
MH
--------------- ---------------
2
0.02
0.26
5.0
6.7
8.25
7.76
0.85
0.1
1.7
1.7
7.2
3.5
102
75.1
15
1.07
581.20
582.00
581.72
582.52
587.6
Dp-Grate
3
0.02
...........................................
0.24
...................................................................,.....................¢.................
5.0
6.3
8.25
7.87
0.85
0.1
1.6
1.6
7.8
3.4
....................
103
...............
31.8
..........................
15
........................
1.26
.......................
582.20
....................
582.60 .....................................................
582.71
583.11
587.8
Dp Grate
4
0.07
0.22
5.0
6.1
8.25
7.92
0.85
0.5
:...................................:..............................:................................
1.5
1.5
8.7
3.4
104
13.1
15
1.53
582.80
583.00
583.29
583.49
588.2
Comb.
5
---- --
0.15
......... .........
0.15
5.0
--- ---
5.0
----
8.25
---
8.25
......
......... 0.85
1.1
1.1
1.1
7.8
3.0
105
56.0
15
---- -
1.25
---
583.20
----
583.90
.......
583.61
.......
584.31
.......................................----------
587.0
D -Grate
pMH
6
0.00
......................................................................................................................................¢............................................................,..........................¢...................................,...............................¢...................................¢.........................................................................................................................................................................:...........................:.....................................................
0.17
0.0
7.2
0
7.60
0
1.4
1.0
2.4
15.5
4.0
106
20.5
15
4.88
577.00
578.00
577.62
578.62
582.5
7
0.00
0.17
1 0.0
6.0
0 1
7.94
0
0.0
1.0
1.0
1 10.7
2.9
107
64.2
15
2.34
578.20
579.70 '',
578.62
580.11
585.0
MH
8
......................
0.17
........................................a......................------
0.17
5.0
........... -------..........
5.0
-------------------------+---------------------
8.25 1
i---.........................................................;........................
8.25
0.77
1.1
...;...
1.1
.............................. ......
1.1
......................... ......
7.4
.............................. ......
3.0
.................... .......
108
............... .......
53.0
...................-------- ---
15
------------------ -------
1.13
-----------------------
579.90
-----------.........
580.50
....................
580.32
....................
580.92
....................
584.0
-----------------------------------
Comb.
............--------------------------------
10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
110
42.0
6
1.20
572.50
573.00
NA
NA
578.3
:Outlet Structure
1. SYSTEMS SIZED FOR 25 YR DESIGN STORM, 1=7.68 (25yr, 5 min).
2. PRIVATE STORM PIPE TO BE ADS-N-12 WT IB PIPE PER AASHTO SPECIFICATIONS.
3. IF REQUIRED, PUBLIC STORM PIPE (IN R.O.W.) TO BE TONGE AND GROOVE JOINT RCP CLASS III CONFORMING TO ASTM SPECIFICATION C-76.
Oscar Armando Giron I Thomas Phillip Young
I M&S Properties of Burlington, LLC.
Marta Diaz Marquez and wife
Tina G. Young
I I
- - - - - - I LIMITS OF I
S 88°33'54" E 643.47' DISTURBANCE (TYP)
--_ 4#0000 MONO ■■■ - -
m
----- - - - - - - /
EX. SI
SLEEVES T O.C. (TYP OF 4)
& WIDE x 8" THK RIVER JACK STONE
AND LANDSCAPE BOULDERS
I M&S Properties of Burlington, LLC.
PROPOSED SLAB TOP INLET #504
(NCDOT 840.04 - OPEN ALL SIDES)
TOP 578.3±
DD(-1D()CCr) T(-1D
2" #57 GRAVEL LAYER (TYPICAL OVER
SAND PORTION OF DEVICE)
574_0
-
• • •
--'- -- ----------
-- -- ---a
__-_-------
zem-
-- -
5oZ5bo��
= Oo0 0077
IN(
W-.001
42 LF OF 6"
HDPE
----
- --- _ ---____-
-
rn
s oio
- --------------____=
SLOP E
°
EL.573.0
4" PERF. SCH 40
PERMEABLE NON -WOVEN
UNDERDRAINS 10' O.C.
itrl�ilr�rrj
FILTER FABRIC LINER ABOVE
SLOPE @ 0.50% W/ 1'-0" (MIN.)
,..
a
4 �( CARO r
AND BELOW UNDERDRAINS
#57 STONE ENCASEMENT
BOTTOM AS
• � r .
` j1..Elll{,+• �`�,r
(SLOPE
�'Q y
REQUIRED)
5k
0 S.H.W.T. ELEV.
< 570.0
-� -z: -
:w C-3 999.
Open Surface Sand Filter
Detail
nts
' Y
R.
THE DESIGN OF ALL STORMWATER MANAGEMENT
FACILITIES AND PRACTICES WILL CONTROL AND TREAT THE
''0F1 "' 'Q4`''�`
TOP OF STRUCTURE: 578.3±
0
100 YR. ELEV 578.22
RUNOFF FROM THE FIRST ONE INCH OF RAIN OVER THE
,4r++r'
0
50 YR. ELEV 578.05
PROJECTS' PROPOSED ADDITIONAL BUILT UPON AREA
0
25 YR. ELEV 577.73
(BUA). THE DESIGN AND PLANS ARE SUFFICIENT TO
WEIR CREST: 577.5
0
10 YR. ELEV 577.56
COMPLY WITH APPLICABLE STANDARDS AND POLICIES
.%,%, C+A ! •'
2 YR. ELEV 577.08
FOUND IN THE NCDEQ STORMWATER DESIGN MANUAL AND-
0
1 R. ELEV 576.81
ANY CITY OF BURLINGTON SUPPLEMENTS TO THE
s
EL. 576.5
WQV ELEV 576.50
STORMWATER DESIGN MANUAL AND THE DESIGNS AND
9 L -
PLANS ARE COMPLIANT WITH THE CITY'S PHASE II 0. 494 -
STORMWATER ORDINANCE.
PVC STUBBED OUT OF }4,1�'1D 01?
_TRUCTURE W/ 4" 90° PVC BEND r''iIhirr %10' 20 Q
AND 4" PVC CAP. CONTRACTOR
SHALL DRILL 2" 0 HOLE IN 4" CAP.
SEAL 4" PENETRATION WITH EPDXY
DRAWDOWN ORIFICE NOTE:
THE UNDERDRAIN COLLECTION SYSTEM SHALL BE
° ■ �$$ ���� / - SandFilter Underdra in Sc edu I e EQUIPPED WITH A PERFORATED PVC PIPE (SEE
\ 9
POST -DEVELOPED AREA 1 b ' 'Wo
/ DRAINAGE AREA = 0.61 AC
OPEN AREA = 0.23 AC 8-1.0 58'I 3 �� I �o / �4'� ' / •
°
588 71/
ASSUME 5 MIN. INLET CAPTURE
BEGIN CHANNEL FLOW A J 586�. / I / \ / 5$6
FLOW LENGTH = 220 FT.
SEE STORM SCHEDULE
A
30 LF OF 4" PERF. PVC PIPE
@
0.50% SLOPE (MAX.)
B
30 LF OF 4" PERF. PVC PIPE
@
0.50% SLOPE (MAX.)
60 LF (PROPOSED)
IMPERVIOUS SURFACE = 0.38 AC \ + 58 586.5 / �' \
+ /
GB I-� 588.0 / ■ // // 5 4.4 ��
Gutter: 588.84' \ /
Inv. Out: 586.54'-
4 ° ° ° �1 587.E ` / 587.55 87.55 / ASSUME 5 MIN. INLET CAPTURE
BEGIN CHANNEL FLOW A
FLOW LENGTH = 90 FT. \
SEE STORM SCHEDULE
o +SSS.SSS�.�f 587.8 587:0
a
/ - 589 - - F- ° - ■ / / /
I 587.8 588 ■ 7 /
/ - ■ /
I - - - - - - - BUILDING IWEIGHT
/ 5gS iv I 22.0 FTMAX
I ---587 - ■ ° 0
' a 50GIAL OPEN DOOR GLINt ADULT DAY SERVICES I o
1 5,160t SF 5,540t 5F / U
SERVICES
FFE=588.1-i ■ FFE=58-i.5-
11 / Ouutter: 585.52' \ ` - ° F 06588 1 ■ I _-
Inv. In: 585.2-7' -586- a
Inv. Out 5a5.17' ■ I // -0 o ,a
LO
■ I , 5�
r (A) -
\\ .
12" RGP 1 \ I I / - - _ a -� - Z� a - 6,. a -° -E0
I (B) / i I I Inv- 582.G5' \ \ .� \ _ - 2 588 ° y 1�129' 6
���� / / - 584 - 5 7. a 587°
a
UNDERDRAIN CHART) WITHIN GRAVEL LAYER. THE PIPE
SHOULD HAVE 3/8" PERFORATIONS, SPACED ON 6-INCH
CENTERS WITH A MAXIMUM OF 3 HOLES PER ROW. THE
PIPE SHALL BE SPACED AT MAXIMUM OF 10 FT. ON
CENTER AN A MINIMUM OF 0.5% SLOPE SHALL BE
MAINTAINED. A PERMEABLE FILTER FABRIC IS PLACED
BETWEEN THE SAND MEDIA AND THE GRAVEL LAYER.
PROPOSED IMPERVIOUS SURFACE DATA:
PROPOSED IMPERVIOUS SURFACE IN 1.24 AC DISTURBED AREA = .67 AC (54.0% BUA)
Stormwater Legend:
PROJECT DRAINAGE DELINEATION LINE
SOILS DELINEATION LINE
- + PROPOSED TIME OF CONCENTRATION TRAVEL PATH
C enera I Notes:
LO 0f ry ■\�11 11
1. STORMWATER TREATMENT FOR ALL ADDDITIONAL IMPERVIOUS AREA CREATED AFTER
o
/ Inv: 5a2.19' �I I I I I Q��k`� 9-
JULY1,20071SREQUIRED.
\\ I II ti ■ M �- 579 �5a
578 SCOUR HOLE B / 2. AS-BUILTS OF THE STRUCTURAL STORMWATER CONTROL MEASURES SHALL BE
��/ I l I l _ _ 577 - - - - SEE DETAIL SHEET C1.8 PROVIDED TO THE CITY OF BURLINGTON.
�� �� \J % / 1 / tq / / BEGIN SHALLOW CONCENTRATED FLOW A
576 _ /� -' FLOW LENGTH = 50 FT.
_ \ WATERCOURSE SLOPE = 13%
Inv. In: 582.65' (A) �� �� `` - _ _ I / , 578- - - - - - - - - / 3. RUNOFF FROM ALL PERVIOUS AREAS OF THE DEVELOPMENT MUST BE TREATED TO THE
\ Inv. In: 585.75' (B)\� �� \� �� -T Q
MAXIMUM EXTENT PRACTICABLE.
� ' � S ND FILI'EF�FOREBAII_ �
\ Inv. Out: 5a2.55' I l `� ���oo �ryj t� t A - - - - - _ - - �� / POST -DEVELOPED AREA 1a
S+c ` \ , DRAINAGE AREA = 0.88 AC
q
lvt)At
OPEN AREA = 0.59 AC �r N
IMPERVIOUS SURFACE = 0.29 AC 1 / �• PROVIDE 20' ACCESS EASEMENT FROM
581 �� / i _ PUBLIC ROW AND 1U PERIMETER ACCESS
- - - - - - - 1 & MAINTENANCE EASEMENT AROUND
PROVIDE 20' ACCESS EASEMENT FROM ' �� s�9 i11Q� _ �'�- _ o BMP PERIMETER
/ PUBLIC ROW AND ACCESS& �.~■■■■■■■■■■■■� / - __/
I / MAINTENANCE EASEMENT AROUND BMP _ /
573- p
PERIMETER , C
78 W�,�- N_ - BEGIN SHALLOW CONCENTRATED FLOW B
I I I I I I I I \\ / / �\ _ ,579 / - / • IX - \/ FLOW LENGTH = 40 FT.
WATERCOURSE SLOPE = 25%
L\
SCOUR HOLE C
SEE DETAIL SHEET C1.8 �p N 568 561 \
LIMITS OF --569- --- \ ( _ \ I 6o°M�
DISTURBANCE (TYP) - ' TOP o = BANK I \ 1 I I
\ \ \ \ ✓ ( IF� \•� - - i' I / �� _ _ _ _ _ - - - --we ■ GUTTER: 5-71.66'
�\ i ��■ _
to� - _-
� - - IN\/:561.45 j / I I GUTTER: 57I.G5' I
\ I /
FPO&7TOF STUDI?'
° s�,
��� is is/at �/�!\ ==- I \i ///\/ /�� SS
THE PROJECT STUDY AREA IS LOCATED // / I SSA
IN THE CAPE FEAR RIVER BASIN WITH IN / S I TSS MH
op::
572.15'
THE JORDAN LAKE WATERSHED ,/ / To
\ / Inv. In: � '
Inv. Out:: 55559.72'
NOTE: ALL MATERIALS AND CONSTRUCTION
METHODS PER THE LATEST EDITION OF CITY OF
BURLINGTON SPECIFICATIONS AND DETAILS.
0 20' 40' 80'
SCALE: I" = 20' NORTH
Date: la March 2020
For Bid
Revisions:
4/21/20
For TRG
5/21/20
Per Comments
6/Ia/20
5tormwater/
Erosion Control Review
Drawn By JDL
Checked By JDL
Project #
Sheet Title
STORMWATER
MANAC EMENT POST
DEVELOPED PLAN
Sheet G 1.4of 10

Holland Ave.
Q_
ca
a)
0-
0
r
ca
s McKinney St.
c�
SITE �
"'aughn Rd. cn
Hilton Rd.
north
Vicinitu Map
Not to scale
Oscar Armando Giron Thomas Phillip Young
Marta Diaz Marquez and wife
Tina G. Young
- - - - - - I - - S 88°33'54" E 643.47'
LIGHT DUTY
10' BUFFERYARD- ASPHALT (TYP)
SIDEWALK
NEW CONCRETE
M&S Properties of Burlington, LLC.
105.Q'
41.6 41.6
M&S Properties of Burlington, LLC.
2 PROPOSED b' HT.
HEAVY DUTY WOODEN PRI VAC Y
- ASPHALT (TYP) - I - SEE NOTES
3 _4FENOE.
THIS SHEET.
PROPOSED SPILL -TYPE ICURB AND CUTTER
O
DUMPSTER o
PAINTED ARROW (TYP) 8 g R 9
a 9
to 11
rj-A -0 5 R
ADA RAMP/ SIGN AND _
ADA PARKING (TYP)
8.0' S' 8.0' 8.0' (V COVERED I
r11� ILI �.. �.,�, ��.�G 2.5R cV 3O'R DROP-OFF
R �4'-0" CLEAR HEIGH I
'N (A
6 ° 20'R
�0 a a °
U) °
a ° � as
m ° 5'R
in 5'R 5'R
5 R ° Ib ROLLTYPE CURB
AND GUTTER
Hl<
WHEEL STOP I i a ° a °
CONCRETE WALK 5 6 7
(WIDTH VARI E5)
PROPOSED CURB AND
GUTTER TIE IN TO EXISTING
CURB AND GUTTER AT THIS
LOCATION
CONCRETE WALK
(WIDTH VARIES)
BUILDING HEIGHT
22.0 FT. MAX
5'
SOCIAL OPEN DOOR CLINIC
SERVICES 5,160t 5F
2,060t SF FFE=588.17
°a FFE=588.1-I
a
° a °
a � a
° a
as
°
SITE RETAINING -` °
WALL
5'R
o.
r��9_
PROPOSED
CATCH -TYPE
CURB AND
55GRUTTER
5'R a 5 6
a °
a � °
ADULT DAY SERVICES
5,540t 5F
FFE=587.5
IQ.O'
I
CONCRETE WALK
(WIDTH VAI IE )
I I
5' S'
a
°A
°
a
°
m
°
°
CONCRETE PATIO
ARCHITECTURAL RETAINING Y
WALL, COORDINATE WITH U
BUILDING PLANS. co
RETAINING WALL SHALL BE w
PERMITTED WITH BUILDING C0
INSPECTIONS. w
SEGMENTAL BLOCK
RETAINING WALL, SEE C0
NOTES ON THIS SHEET. wp
RETAINING WALL U)
SHALL BE PERMITTED in
WITH BUILDING `N
INSPECTIONS.
20.0'
}
w
w
o'
H
co
Cn
INSTALL GATE
AT THIS LOCATION
LIGHT DUTY
ASPHALT (TYP)
2
HEAVY DUTY
ASPHALT (TYP)
III
TIE IN TO EXISTING
CURB AND GUTTER
AT THIS LOCATION
GONG. APRON PER CITY OF
BURLINGTON STANDARDS R-15,
SEE DETAIL SHEET
2' WIDE
STOP BAR
INSTALL ASPHALT, CURB
AND GUTTER PER CITY OF
BURLINGTON STANDARDS
AND SPECIFICATIONS
DEMOLISHED FOR
UTILITY INSTALLATION
I
01
0
N
0
cTi
m
cn
TIE IN TO EXISTING
CURB AND GUTTER 6
AT THIS LOCATION
O
(U
(D J
U) D
o
LO
0 20, 40' 80'
50ALE: I" = 20'
m
is
Site Information
1. OWNER/DEVELOPER:
ALAMANCE COUNTY, NO.
124 W. ELM STREET
GRAHAM, NO 27255
2 • LANDSCAPE ARCHITECT.
MLA DESIGN GROUP
ADDRESS: 120 CLUB OAK5 COURT, SUITE 100, WINSTON-5ALEM, NO 27104
CONTACT/PHONE NUMBER: JOHN LIPKA, (55(b) 765-11125
5. PROPERTY LOCATION 4 ZONING:
PROPERTY ADDRESS: RUDD 5T., BURLINCTON, NO
THE CODE OF "CITY OF BURLINOTON" GOVERNS THE ZONING RESTRICTIONS
PARCEL ID: 147811
EXISTING ZONING: IP
ADJACENT ZONING: RESIDENTIAL
4 BUILDING SETBACKS:
FRONT SETBACK: 50', SIDE SETBACK ABUTTING STREET: 25',
REAR: 50', 51 DE: 10'
5 LANDSCAPE SETBACKS:
5TREETYARD: 5' WIDE
BUFFERYARD REQUIREMENTS: 10' TO ADJACENT RESIDENTIAL ZONING
INFRASTRUCTURE:
6 WATER: PUBLIC SEWER: PUBLIC
7. SITE SIZE AND COVERAGE:
TOTAL LOT SIZE: 10.15 ACRES
TOTAL DISTURBED AREA: t 55,a50 S.F. (1.24 ACRES)
TOTAL IMPERVIOUS SURFACE :
EX. IMPERVIOUS AREA REMOVED WITHIN DISTURBED AREA: 12,650 S.F. (0.50 ACRES) -
24.2%
PROPOSED NEW BUILDING S.F.: t 12,760 S.F. (0.2a ACRES) - 25.4%
OTHER IMPERVIOUS S.F.: 16,440 5.F. (0.55 ACRE5) - 50.6%
TOTAL PROPOSED IMPERVIOUS AREA: 2a,200 S.F. (0.67 ACRES) - 54.0%
NET CHANGE IN IMPERVIOUS AREA: + 16,260 S.F.
8. OFF-STREET PARKING 4 LOADING:
PROPOSED USE: MEDICAL / OFFICE
PARKING REOU I RED (PUBL I G) : 1 51". PER PER 200 5F
NON PUBLIC 15P. PER 600 SF
12,760 SF / 200 = 64 SPACES
PARKING PROVIDED: 22 NEW + 401 EXISTING = 71 SPACES
Site Man Dotes
I. GENERAL CONTRACTOR (0.0) 15 RESPONSIBLE FOR VERIFYING THAT ALL APPLICABLE
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO ANY WORK.
2. UTILITY, TOPOGRAPHIC, AND BOUNDARY INFORMATION PROVIDED BY BOSWELL
SURVEYORS, DATED 5/51/Ia.
5. G.G. TO VISIT SITE AND ACCEPT THE SITE CONDITIONS AFTER REVIEWING SITE WORK
CONSTRUCTION DOCUMENTS AND PRIOR TO BIDDING, DEMOLITION OR CONSTRUCTION.
4. G.G. 15 RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND "VERIFY" DIMENSIONS
NOTED ON PLANS. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE IN WRITING PRIOR TO ANY FURTHER CONSTRUCTION.
5. G.G. TO ENSURE THAT PROPOSED BUILDING AND PARKING MEET APPROPRIATE
SETBACK REOU I REMENT5.
6. A LICENSED SURVEYOR SHALL STAKE OUT ALL PARKING, CURBING, ETC., AND SHALL
BE REVIEWED BY THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.
7. ALL DIMENSIONS SHOWN ON PLAN ARE FROM OUTSIDE FACE OF BUILDING, FACE OF
CURB, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
8. G.G. IS RESPONSIBLE FOR OBTAINING PROPER APPROVALS AND/OR PERMITS FOR
WORK DONE IN PUBLIC RIGHT-OF-WAYS, PRIVATE PROPERTY OR PRI VATS/PUBL I C
EASEMENTS.
a. G.G. IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND UTILITIES.
UTILITIES SHOWN ON 51TE PLAN ARE BASED ON THE PLANS PROVIDED BY RED ROCK
DEVELOPMENTS AND MAY NOT BE ALL INCLUSIVE. CONTACT APPROPRIATE UTILITY
LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY WORK.
10. G.G. 15 RESPONSIBLE FOR KEEPING ALL PLANTING AREAS FREE OF CONSTRUCTION
DEBRIS, STONES, CONCRETE, ETC..
11. G.G. TO SAW GUT AND PATCH/REPAIR ALL EXISTING PAVEMENT AFTER 51TE
IMPROVEMENTS.
12. SEE DETAIL SHEET, G I .a FOR SITE PLAN DETAILS.
15. G.G. TO USE SPILL TYPE OR CATCH TYPE CURB AND GUTTER WHERE APPROPRIATE TO
ENSURE POSITIVE DRAINAGE.
14. ALL LOT STRIPING, STOP BARS, AND DIRECTIONAL ARROWS TO BE WHITE LIQUID
THERMOPLASTIC TRAFF I G MARKING PAINT AND SHALL BE APPLIED PER
MANUFACTURER'S SPECIFICATIONS. PARKING LOT STRIPES TO BE 4'' WIDE.
15. CONSTRUCTION EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED/PARKED WITHIN
THE R.O.W.
16. HEAVY DUTY ASPHALT TO BE USED IN ALL PROPOSED ASPHALT AREAS EXCEPT
PARKING STALLS (L 15HT DUTY), OR PERMEABLE PAVER AREAS (5EE 51TE PLAN).
17. G.G. TO COORDINATE WITH PLUMBING AND ELECTRICAL CONTRACTOR FOR UTILITIES
INSTALLATION, MATERIALS, AND ANY PERMITS OR APPROVALS.
15. G.G. TO OBTAIN ANY APPROVALS BY JURISDICTIONAL AUTHORITIES NECESSARY FOR
MODIFICATIONS TO APPROVED PLANS.
101. G.G. OR LANDSCAPE CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR PLANT
SCHEDULE, PLANTING NOTES AND PLANTING DETAILS.
20. IMPORTANT: ALL UTILITIES TO ADJACENT PROPERTIE5/U5E5 TO REMAIN OPERATIONAL
DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
21. G.G. TO PROVIDE ENO I NEERED SHOP DRAWI NG5 FOR PROPOSED 5EGMENTAL BLOCK
RETAINING WALL a BMP FOR OWNER REVIEW AND APPROVAL. 5.0. TO SUBMIT COLOR
AND BLOCK FACING SAMPLES FOR OWNER APPROVAL PRIOR TO INSTALLATION.
SEGMENTAL BLOCK SHALL BE FROM VERSA -BLOCK, BELCARD, APPROVED EQUAL.
22. G.G. SHALL INSTALL A 6' HEIGHT PRIVACY FENCE IN LOCATION SHOWN. G.G. TO
COORDINATE WITH OWNER ON FENCE TYPE, PRIOR TO CONSTRUCTION. G.G. TO OBTAIN
OWNER APPROVAL ON FENCE TYPE, FINISH, AND COLOR PRIOR TO INSTALLATION.
Legend Detail KOH
SETBACK / BUFFERYARD I L I OHT-DUTY
I . ASPHALT PAVING
PROPERTY LINE 2 HEAVY-DUTY
I . ASPHALT PAV I N5
CONCRETE WALK1. 5 CURB 8 GUTTER (SPILL)
HANDICAP PARKIN5 RAMP `� CURB $ GUTTER (CATCH)
HANDICAP SIGN
I .
5
6 7 CONCRETE WALK
I.
CAP PARKING RAMP
PAINTED TRAFF I G ARROWS
f'
D TRAFFIC
EXISTING CURB $ GUTTER
WS
HANDICAP SIGN
FA
PROPOSED CURB GUTTER
ETE WHEEL STOP
ETE PAD
NOTE: ALL MATERIALS AND CONSTRUCTION
METHODS PER THE LATEST EDITION OF CITY OF
BURLINGTON SPECIFICATIONS AND DETAILS.
Date: la March 2020
For Bid
Revisions:
4/21/20
For TRG
5/21/20
Per Comments
b/Ia/20
5tormwater/
Erosion Control Review
Drawn By JDL
Checked By PF
Project #
Sheet Title
SITE PLAN
Sheet G5of 10
NORTH

d Holland Ave.
ca
a
0
E
McKinney St.
C9
SITE �
Vaughn Rd. cn
Hilton Rd.
north
Vicinity Map
Not to scale
Oscar Armando Giron I Thomas Phillip Young
I M&S Properties of Burlington, LLC.
Marta Diaz Marquez and wife
Tina G. Young
I
— — — — — — I LIMITS OF I
S 88°33'54" E 643.47' DISTURBANCE (TYP)
--- ----------------- /
/ / 5g1 ❑ l
/
/
/
I/
i
I
I
EX. S
/ V
i
.z
°
I
�
M&S Properties of Burlington, LLC.
� 5S6
/
�
7
a
I a----587 _ I \ T 0
OPEN DOOR CLINIC ADULT DAY SERVICES o IY
\ SOCIAL
\ SERVICES 5,160t 5F 5,54 t 5F /
�
_ _ • FFE=588.1"i FFE=.5 // �
1\ / CID
Gutter: 5a5.52' \ FFE6588.1-i — /
/ I / Inv. In: 585.27' 586- �a = / =) -07 )
I
Inv. Out 583.17' / / O
"h I _ i LO
• I H 5�i
a
�c�
( (A)
\\ ir
12" RGP \ 1 \ I Ili 1 — — ° _ — Q a ° 4 ` 6,, a a -W a I I ° / •
I (B) / I III Ilnia 582.G5' _ \ \ O - - 2,a588 �`� ` % 129� al 12" / I /
iW
/ - 584 /'°W-
F 4 /LL— — •
G 0 / B / •
—--- 579 = G
\\� �� 578
1 \\\x \\ \�`\`%/i� Lam/ I ha'� 577
\ Gutter: 5aa.35' I �/ II I I / — — i\ I \ / — •
Inv. In: 5a2.65' (A) \\ \ \\ '7
\ Inv. In: 5a3.75'(B) \�\\\ \�\�-T--- 0 a I -- � / / 578—= ---= - _—� / // U)
\ Inv. Out: 582.55'
o�oJ \ 4NoP�/`
581`�''`/ �— —' `oCn
/
(7
70)
--------- --• 5�j� • �' _------- i \\\\ can
• �� /c \
�� o — 56$
MN \ \
LIMITS OF---569 — --- \ \ \h\ �O
/DISTURBANCE (Ty P) TOP OF BANK 1 \ I I
[r
° �1v I C % '-
a _
y
BUILDING HE16HT
22.0 FT. MAX
°—L
as / /
r'
/
/
/
moo
I�
a
\ 5aQ
GB GUTTER: 571.66'
_ INV:561.G5/' I GUTTER: 571.95' I
L SS, SI
\ / ,� I /�/� / /�/ / / S 55 MH
� Top: 572.15'
1 _ _
Inv. In: 561.72' ?
/
Inv. Out 55G.72'
INv IN-s68.ot �
Utility Key Notes
O CONTRACTOR SHALL PROVIDE 6" X 6" TAPPING SLEEVE AND VALVE FOR TIE IN TO
EXISTING WATERLINE FOR 6" FIRE LINE. CONTRACTOR SHALL FIELD VERIFY SIZE AND
LOCATION OF EXISTING WATER LINE PRIOR TO PROPOSED WATER LINE CONSTRUCTION.
COORD I NATE ALL WORK W I TH THE G I TY OF BURLINOTON. ALL PAVEMENT REPAIR PER THE
G I TY OF BURLINOTON STANDARDS AND SPEC I F I GAT I ON5.
O A NORTH CAROL I NA LICENSED UTILITY CONTRACTOR SHALL INSTALL THE 6" FIRE LINE WITH
6" ABOVE GROUND DOUBLE DETECTOR CHECK ASSEMBLY TO CITY OF BURLINOTON
STANDARDS AND SPECIFICATIONS . ASSEMBLY SHALL INCLUDE CONCRETE PAD,
PROVISION FOR 110 AC, APPROVED HEAT SOURCE, TAMPER SWITCH WIRING FROM BUILDING
TO ENCLOSURE, AND A55E 1060 CERTIFIED ENCLOSURE. ASSEMBLY SHALL ALSO HAVE 4"
FDG PER CITY OF BURLINOTON STANDARDS AND SPECIFICATIONS. ALL PIPING SHALL BE
DUCTILE IRON MECHANICAL JOINT WITH MEGA LUGS FROM THE CONNECTION AT THE MAIN
TO A POINT OF AT LEAST 5-FT PAST THE OUTLET VALVE.
O 6" DIP FIRE PROTECTION LINE TO BUILDING FIRE SUPPRESSION SYSTEM.
OFIRE DEPARTMENT CONNECTION (FDG) MOUNTED EXTERIOR OF VAULT ON BUILDING SIDE OF
BACKFLOW. FDG TO HAVE 2-2.5" NST CONNECTION.
O6"X6" TEE, 6" GATE VALVE, GONG. BLOCKING AND FIRE HYDRANT TO CITY OF
BURLINOTON STANDARDS AND SPEC I F I GAT I ON5.
O4" OR 6" SCH. 40 PVG (A5 LABELED) SANITARY SEWER SERVICE a 1.04% MINIMUM GRADE
IN ACCORDANCE WITH THE NORTH CAROLINA PLUMBING CODE TO A POINT 5'-0" FROM
BUILDING. COORDINATE WITH ARCHITECTURAL/PLUMBING PLANS FOR EXACT SIZE AND
LOCATIONS.
OG 2" SDR 21 PVC DOMESTIC WATER SERVICE TO INDIVIDUAL SERVICE TEE. SERVICE LINE TO
A POINT 5'-0" FROM BU I LD I N5. COORDINATE WITH ARCH I TECTURAL/PLUMB I N5 PLANS FOR
EXACT SIZE AND LOCATIONS OF SERVICES.
O 2" DOMESTIC WATER METER / SERVICE. PROVIDE 2" TAPPING SADDLE IN ACCORDANCE
WITH THE CITY OF BURLINOTON STANDARDS AND SPECIFICATIONS. (2" TYPE K COPPER
LINE FROM TAP TO BACKFLOW PREVENTOR, 2" SDR 21 SERVICE LINE TO BUILDING). ALL
PAVEMENT REPAIR PER G I TY OF BURL I NOTON STANDARDS AND SPEC I F I GATI ON5.
O2" RPZ BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE GROUND WITHIN INSULATED
ENCLOSURE PER G I TY OF BURLINOTON STANDARDS AND SPEG I F I GATI ON5.
O 4" CAST IRON GLEAN OUT, SEE DETAIL THIS SHEET.
OPROPOSED PUBLIC SANITARY SEWER SYSTEM. ALL MATERIALS AND INSTALLATION TO
G I TY OF BURLINOTON STANDARDS AND SPEG I F I GAT I ON5.
OPROVIDE 8" DUCTILE IRON OUTSIDE DROP TO CITY OF BURLINOTON STANDARDS AND
SPECIFICATIONS.
plater/Sewer
I. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF CITY OF
BURLINOTON SPECIFICATIONS AND DETAILS.
2. ACCEPTABLE WORKING CONDITIONS OF SANITARY SEWER STRUCTURES AND PIPING
SHALL BE VERIFIED BY THE CONTRACTOR AND ALL CONDITIONS FOUND TO BE
UNACCEPTABLE SHALL BE REPORTED TO UTILITIES CONSTRUCTION AND MAINTENANCE
PRIOR TO ANY CONNECTIONS, EXTENSIONS, OR STRUCTURES BEING INSTALLED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REPAIR OF UNACCEPTABLE
CONDITIONS THAT RESULT FROM FAILURE TO REPORT SUCH CONDITIONS PRIOR TO
COMMENC I NO WORK OR THAT RESULT FROM WORK BEING PERFORMED.
5. SANITARY SEWER CONNECTIONS SHALL BE SERVICE WE 15HT CAST IRON SOIL PIPE WITH
4-INCH CLEANOUTS AND SHALL MEET CITY OF BURLINOTON SPECIFICATIONS.
4. PROPOSED PUBLIC OR PRIVATE HYDRANTS INSTALLED OR RELOCATED SHALL MEET
OR EXCEED G I TY OF BURL I NOTON'S SPECIFICATIONS TO INCLUDE HYDRANT TEE, VALVE,
AND THREADS.
5. DENSITY TESTS BY AN INDEPENDENT TE5TI N5 LAB ARE TO BE MADE AS DIRECTED BY
THE CITY INSPECTOR AT THE OWNER'S EXPENSE.
6. PUBLIC SEWER IN RUDD STREET REQUIRES INFRASTRUCTURE PLANS TO BE APPROVED
BY GOB ENGINEERING DEPARTMENT AND NCDEO SEWER EXTENSION PERMIT PRIOR TO
BUILDING PERMIT ISSUANCE.
7. UTILITY CONNECTIONS REQUIRE GOB UTILITY SERVICE REQUEST TO BE SUBMITTED TO
AND APPROVED BY GOB ENGINEERING DEPARTMENT PRIOR TO COMMENCEMENT OF
WORK.
8. PRIOR TO ANY WORK WITHIN THE ROW, CONTRACTOR SHALL SUBMIT A ROW USE
APPLICATION TO GOB ENGINEERING DEPARTMENT FOR APPROVAL.
CLEANOUT SHALL BE
"JOSAM" #56044 CAST
IRON IN 12" X 12" X 6"
GONG. PAD
� 1=� 1111-1111-1111
I/8 BEND
PVC. PIP
COVER
CLEANOUT PLUG
CLEANOUT BOX
12" X 12" X 6" GONG. PAD
I I I I=11 I I I=11 I I I=11 I I
CLEANOUT TO BE TRAFFIC BEARING TYPE (TYP.)
CLEANOUT DETAIL
NOT TO SCALE
VARIES
UNDERGROUND PIPING
NOTE: ALL MATERIALS AND CONSTRUCTION
METHODS PER THE LATEST EDITION OF CITY OF
BURLINGTON SPECIFICATIONS AND DETAILS.
"BEFORE YOU DIG" LINE
I-800-632-4g4q OR B-I-I
0 20' 40' 80'
SCALE: I" = 20' NORTH
Date: la March 2020
For Bid
Revisions:
4/21/20
For TRG
5/21/20
Per Comments
6/la/20
5tormwater/
Erosion Control Review
Drawn By JDL
Checked By JDL
Project #
Sheet Title
UTILITY PLAN
Sheet Ce of 10

Pion Vi915
Inflow
�OHM .l
Arernge ._ Area •
Width W L
* Area of bnsm water surfaca at Baffte5
top of print pol spillway elemtion
Inflow 9uf{les
structure
Sediment T Cross -Section
storage Zone
View
CONSTRUCTION SPECIFICATIONS:
I
d
1=
Y
sr
9
r
Skimmer
dewatering
device Emergency
""ay
l lway
I' Freeboard
r
6" min-
E m ban kment
ergtncy
Arm Assembly
9- "C" Enclosure
Water Entry
PERSPECTIVE VIEW Unit
PVC End PVC Elbow PVC Vent
PiSchedule 40
Cap Pe PVC Pipe
Water Surface
AALJ AV
PVC p End
Schedule 40
PVC Tee PVC Pipe PVC Pipe \
z" Holes in y PVC Tee Orifice
Underside Flexible Plate
Hose
o
Bottom Surface
END VIEW FRONT VIEW
MAINTENANCE:
I .
CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION ROOTS AND OTHER
1.
INSPECT SKIMMER SEDIMENT BA51N AT LEAST WEEKLY AND
OB.JECTI ONABLE MATERIAL AND PROPERLY GRADE AREA. PLACE FILL IN
AFTER EACH 510NI F I CANT 0/2" OR GREATER) RAINFALL EVENT
LIFTS NOT TO EXCEED ClAND MACHINE COMPACT. OVERFILL THE EMBANKMENT
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
6" TO ALLOW FOR SETTLEMENT.
THE BA51N TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
2.
SHAPE BASIN TO SPECIFIED DIMENSIONS. PREVENT SKIMMING DEVICE FROM
ACCUMULATES TO ONE HALF HEIGHT OF FIRST BAFFLE. PULL THE
SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER
SKIMMER TO ONE SIDE TO EXCAVATE SEDIMENT UNDERNEATH.
OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
EXCAVATE SEDIMENT FROM ENTIRE BASIN. ENSURE ANY
5.
PLACE THE BARREL (4" 5GH40 PVC. PIPE) ON A FIRM, SMOOTH FOUNDATION OF
VEGETATION GROWING IN BOTTOM OF TRAP DOES NOT HOLD
IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL AS BAGKFILL AROUND THE
DOWN THE SKIMMER.
PIPE. PLACE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4" LAYERS AND
2.
REPAIR BAFFLES IF DAMAGED. RE -ANCHOR BAFFLES IF WATER
COMPACT TO THE SAME DENSITY AS THE EMBANKMENT. PLACE MINIMUM OF 2
15 FLOWINO UNDER OR AROUND THEM.
FEET COMPACTED BAGKFILL OVER PIPE SPILLWAY BEFORE GROSSING WITH
3.
IF SKIMMER 15 CLOOOED WITH TRASH AND WATER 15 IN BASIN,
CONSTRUCTION EQUIPMENT. DO NOT OUT A TRENCH THROUGH EMBANKMENT TO
JERK ROPE TO DI5LODOE TRASH FROM SKIMMER. IF THI5
INSTALL SPILLWAY PIPE.
DOESN'T WORK, PULL SKIMMER TO SIDE AND CLEAR DEBRIS.
4.
ASSEMBLE THE SKIMMER FOLLOWING THE MAUFACTURER5 INSTRUCTIONS. LAY
ALSO CHECK ORIFICE BEFORE REPOSITIONING SKIMMER. IF
ASSEMBLED SKIMMER ON BOTTOM OF BA51N AND ATTACH FLEXIBLE JOINT TO
SKIMMER ARM OR BARREL 15 CLOGGED, REMOVE ORIFICE AND
THE BARREL PIPE AND POSITION SKIMMER OVER EXCAVATED PIT OR SUPPORT.
CLEAR OBSTRUCTION WITH PLUMBERS SNAKE OR FLUSH WITH
ATTACH ROPE TO SKIMMER AND ANCHOR TO THE SIDE OF THE BASIN FOR AID
WATER. REPLACE ORIFICE PLATE ONCE CLEAR.
IN MAINTENANCE.
4.
CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE
5.
EARTHEN SPILLWAY: INSTALL IN UNDISTURBED SOIL TO THE GREATEST EXTENT
REQUIRED REPAIRS WITH FABRIC THAT SPANS FULL WIDTH OF
POSSIBLE. LINE THE SPILLWAY WITH LAMINATED PLASTIC OR IMPEARMEABLE
SPILLWAY. CHECK EMBANKMENTS, SPILLWAYS, AND OUTLETS
GEOTEXTILE FABRIC. SECURE THE EDGES WITH 8 INCH STAPLES. THE FABRIC
FOR EROSION DAMAGE AND INSPECT EMBANKMENT FOR PIPING
MUST EXTEND DOWN TO THE SLOPE AND EXIT ON STABLE GROUND. THE WIDTH
AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
OF FABRIC MUST BE ONE PIECE, THE LENGTH MAY BE MULTIPLE PIECES WITH THE
IMMEDIATELY. REMOVE ALL TRASH AND DEBRIS FROM SKIMMER
UPPER SECTION OVERLAPPING THE LOWER.
AND POOL AREAS.
6.
INLETS: DISCHARGE WATER INTO BA51N IN A MANNER TO PREVENT EROSION.
5.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.
USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO
SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE BASIN.
TO PREVENT THE SKIMMER FROM PLUGGING WITH IGE.
7.
INSTALL POROUS BAFFLES AS SPECIFIED.
8.
AFTER THE SEDIMENT PRODUG I NG AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH ADJO I N I NO AREAS AND STABILIZE PROPERLY.
O2
SKIMMER SED I MENT E3A51 N
N.T.S.
STEEL Pr'GT
WOVEN F
FABRIC
STEEL POST
v
FILTER FABRIC
J
FL
�
N
L
FLOW -ll FILL
II �IIIII�I' SLOPE
IITIIIIII
311-III-III=
III=111�illlll
111-III-III-
=III=III =
?ANCHOR SKIRT
(a" MIN.)
GENERAL NOTE5:
I. FILTER FABRIG FENCE SHALL BE A MINIMUM OF 52" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE HIRES WITH 12"
STAY SPACING.
2. HOVEN FILTER FABRIG BE USED WHERE SILT FENCE 15 TO REMAIN FOR A PERIOD OF MORE THAN 50 DAYS.
MAINTENANCE NOTES:
I. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
5. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
RESPONSIBLE PARTY OR H15 AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
4. TURN SILT FENCE UP SLOPE AT ENDS.
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
5. ORANGE SAFETY FENCE 15 REQUIRED AT BACK OF SILT FENCE WHEN 6RADIN6 15 ADJACENT TO SHIM BUFFERS,
2. SHOULD THE FABRIG DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
STREAMS OR HETLAND5 (REFER TO SWIM BUFFER 6UIDELINE5). THE COLOR ORANGE 15 RESERVED FOR VISUAL
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL 15
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
NECESSARY, THE FABRIG SHALL BE REPLACED PROMPTLY.
6. DRAINAGE AREA GAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
5. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
T SLOPE LENGTHS GAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT
REMAINING IN PLACE AFTER THE SILT FENCE 15 REMOVED SHALL BE
CONTROL PLANNING AND DESIGN MANUAL.
DRESSED TO CONFORM TO THE EXI5TIN6 GRADE, PREPARED AND
SEEDED.
8. DO NOT INSTALL SEDIMENT FENCE AGR055 STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED
FLOW.
0
TEMPORARY SILT FENCE
NOT TO SCALE
1� �1
li--mil � • • - � •
.• •-
...V,, A1..w.w.w.w.w.w.w.w.w.w.w.w
• • ....w.w.w.w.w.w.w.w.w.....w.
F kVArAVuo+0000VAVAVA.ui
...... , .00000000w.00w..
....�. .000000000000t.
So a ANWRA0MAWAVA 0000VA
\ .ao...w...w.w...w.w...w.w.ow..
.o..a........o..........o...I
• �i "ooAI\000aaaaooaooa •l
viaaw.w.w.ow.w.w.w.w.w.w.w.wA
• •• k K \ VAVAVAVAVAVA
.Aw0 k k'
r,4t 5:�•L!w LFAMMAMA\oow.0000000a .w!•>K .{.....:•,..
roa:��ow�.rooc•�000000000w� �.J..rr.•..::.:..:.•-
I�IIi ill
■MM
1
- ��• •
Skimmer Basin "A"
Okay
1.5 Disturbed Area (Acres)
4 6 Peak Flow from 10-year Storm (cfs)
2340 Required Volume it'
1405 Required Surface Area lt�
2537 Actual Vol urn@ it} Okay
573
1544 Actual Surface Area ft2 Okay
678
list
10 Weii Length rt
0 5 Depth of Flew ft
10 6 Spillway Capacity cis Okay
+4 SkimmerSizo (irbehe9)
.5kimm@r$Iz
0 333 Head on Skinimer (feet)
Onchesj
0.75 Orike Size (114 Inch increments)
1 5
3.12 Dewste6rkg lirrle (days)
2
Suggest about 3 stays
2.5
3
4
6
CONSTRUCTION SPECIFICATIONS:
I • STONE - USE COARSE AGGREGATE (2 - 5 INCH STONE)
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 100 FEET.
5. THICKNESS - NOT LE55 THAN EIGHT (8) INCHES.
4. WIDTH - NOT LE55 THAN FULL WIDTH OF ALL POINTS OF INGRESS
OR EGRESS (25' MINIMUM).
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE GLEANED TO
REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R/W.
WHEN WASHI NO 15 REOU I RED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED 5ED I MENT TRAP OR SEDIMENT BASIN. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM
DRAIN, DITCH, OR WATERCOURSE THROUGH THE USE OF SAND
BA05, ORAVEL, BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THI5 MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE A5
CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
DROPPED, WASHED OR TRACKED ONTO PUBLIC R/W MUST BE
REMOVED IMMEDIATELY.
Initial Site Grading 05TONEDralrCONSTRUCTION ENTRANCE
ra�e Area to Basin 3 Acres �
I for 10 yr storm 5 min Tc 04 inJhr
Q-CIA 16 CFC
DE-I-ITIO--A temporary ridge or channel or com-ination ridge and channel acro ❑oping land on
a predetermined grade.
P-RPOSE-To protect ❑or❑❑areaaom updope runoEEand to divert ediment7aden -ater to trap-
or EtaEie outletE
CO❑STR❑CTIO❑ SPECI-ICATIO-S❑ Remove and properly digpoe oEall tree E❑CruEh113ump--and
other o-�ectionaEle material. Provide EU:1Clent room around diverEJon❑to permit regrading and
cleanout. Vegetate the ridge immediately.
MAI❑TE❑A❑CE❑ InEpect once a ❑ee❑and aier evey rain -all. Immediately remove ediment Tom
the [It)[] area and repair the diverdon ridge. Care-ully chec-outlet-and mae timely repair -a-
needed. ❑ hen the area protected i❑permanently Eta Eilied-remove the ridge and the channel to
-lend ❑ith the natural ground level and appropriately Eta-ili e it.
COMPACTED SOIL ❑❑
MI❑
STEEP C-T OR -ILL ��oo
SLOPE o
I -III III -III I I IIII IIIIIIIIIIIIII
❑EESLOPE OR LESS
❑1TYPI CAL
0 TE:MFCP AR--,r D I VER51 ON BERM ❑.T.S.
NOT TO SCALE
NOTES: PROVIDE WEATHERPROOF TREE PROTECTION. PLACE SIGNS NO GREATER
THAN 200' ON CENTER. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION
OF PROJECT.
b FT. METAL T-POST
�r i i �1nv
ORANGE
HIGH TD
PLASTIC
kDE
0 TRF-F- FROTECTION fF-NCE NOT TO SCALE
Silt Sack - Type A Silt Sack - Type B
Curb Opening
Insert 1"Rebar For v' Curb Deflector
Optional Overflow _ ` Bag Removal From Inlet ~� ---�� Insert F Rebar For
(Rebar Not Included) Optional Overflow- Bag Removal From Inlet
(Rebar Not Included)
Silt Sack
Silt Sack
DEPTH = D
LENGTH = L
SIZE 3'-O"X 2'-0" X 2'-0"
Dump Loops DEPTH = D
(Rebar Not Included) Dump Loops
(Rebar Not Included)
WIDTH = L
-__- .' WIDTH = L
Expansion Expansion
Restraint 4LENGTH = L _ _ �l Restraint
1
SIZE 3'-011X 2'-2" X 2'-0"
TOP OF SILT FENCE
#57 WASHED STONE MUST BE AT LEAST
ABOVE THE TOP OF
STEEL POSTS THE WASHED STONE
12"
1.5'
24" TO TOP GLASS B RIPRAP
OF FABRI L
_ 12"
FLOW
=I IF, I I II II III III I f STEELDRI VEN o4T
-1 2 1 �" INTO GROUND
z ? EXISTING
PAVEMENT
EXISTING FILTER
GROUND CLOTH
S 1 DE ELEYAT I ON
100' MIN. OR 4X CIRCUMFERENCE OF
LARGEST TIRE, WHICHEVER 15 GREATER
ELEVATION FRONT
O GRAVEL OUTLET SILT FENCE
Figure 4-2. Plan view: typical preformed scour hole layout and components
Figure 4-3. Profile view: preformed scour hole cross section
SIZING SCHEDULE
DE50.
INLET PIPE
BASE WIDTH
DEPTH
SCOUR HOLE A
4"
3.0'
1'
SCOUR HOLE B
SCOUR
15"
2'
SCOUR HOLE C.
6"
4.5'
2'
OSCOUR HOLE NOT TO SCALE
• - 1
_ W ` • --:7
STEEL P05T 0
2' OG 0 OUTLET
�B'IC
1E5H
tti�Sttlilll►j�f�,.,
C.4f 0
�yyL.EIV�! f4-
� r
:tj U-3999.
•r��f 111115{tli�3
•%'
S L
0 .94
l,..tiff
Date: la March 2020
For Bid
Revisions:
4/21/20
For TRG
5/21/20
Per Comments
6/Ia/20
Stormwater/
Erosion Control Review
Drawn By JDL
Checked By PF
Project #
Sheet Title
Erosion Control
Details
Sheet of 10

NOTE: PAVING MATERIALS SHALL BE IN ACCORDANCE WITH NGDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. LIGHT DUTY
ASPHALT PAVING TO BE USED IN ALL PARK I NO SPACES.
F— (6") COMPACTED AGGREGATE BASE COURSE
(2") 5ci.55 ASPHALT
0 o°OO ovo�o OnO�ovo�0o0
0 0 Oo0 p° 0 Oo O Goo po 0 8 Oo O Goo p0 0
Oho o Oho o
00 00 00
000000 00O OooO o00 00O O OooOooO o0D
COMPACTED 5UBGRADE MINIMUM 1518% STANDARD
PROCTOR 8 MINIMUM 100% STANDARD PROCTOR
IN THE UPPER 12"
VERIFY WITH MINIMUM 501L AND PAVEMENT RECOMMENDATIONS
PER OEOTECHNICAL REPORT.
(D L 1 C HT DUTY ASPHALT PAY I NO NTS
NOTE: PAVING MATERIALS SHALL BE IN ACCORDANCE WITH NGDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. HEAVY DUTY
ASPHALT PAV I NO TO BE USED THROUGHOUT ALL DRIVE AREAS.
(19 5a.5B ASPHALT
(2 ") 1 I a.OB I NTERMED I ATE ASPHALT COURSE
I r (8 ") COMPACTED AGGREGATE BASE COURSE
0 Gb 0 OO 0 D0 Gb 0 OO Oo �J 01 0 C
O Oo0 00 0 �o Oo O Oo0 Op 0 co Oo O 0,0 pp °
00�0 �0`z,000��°�`�000
0o Goo °o oa Goo °o o O o� oo Goa °o 0
COMPACTED 5UBGRADE MINIMUM a8% STANDARD
PROCTOR ,$ MINIMUM 100% STANDARD PROCTOR
IN THE UPPER 12"
VERIFY WITH MINIMUM 501L AND PAVEMENT RECOMMENDATIONS
PER GEOTECHNICAL REPORT.
0 HF—AY`I' DUTY ASPHALT PAVINO NTS
NOTES: 4" THICK GONG. ON 4" THICK COMPACTED AGGREGATE BASE. Q11 ruii.e wei L' =,nnn
SCORE WALKS WITH CONSTRUCTION JOINTS IN EOUAL INCREMENTS. USE 1/2"
BITUMINOUS EXPANSION JOINT A MAX. OF 20' O.G. AND WHENEVER
CONCRETE WALK MEETS FIXED OBJECTS (I.E. CURBS, BLDO., ETC..)
EG2. Ea.
DIMENSIONS VARY- SEE PLAN
6
w
w
CONSTRUCTION
JOINTS (TYP)
BROOM FIN15H
PERPENDICULAR TO
DIRECTION OF WALK
PLAN VI EVS
OCONCRETE WALK (PLAN V l Ekq) N.T.5.
NET SET REPLACEABLE ADA TILE CHART
PART#
51ZE
COLOR
DOME SPACE
RAMP WIDTH
QUANTITY
2456REP
24"x56"
YELLOW
2.55"
4 FEET
-
2448REP
24"x45"
YELLOW
2.55"
5 FEET
-
2460REP
24"x60"
YELLOW
2.55"
6 FEET
-
5648iREP
56"x48"
YELLOW
2.55"
5 FEET
-
5660REP
56"x60"
YELLOW
2.55"
6 FEET
-
NOTE: INSTALL ADA TILE PER
MANUFACTURERS SPECIFICATIONS
P�
ADA RAMP
ROUND PRE-CA5T—
CONCRETE /
CORBELLED BRICK
FINISHED ORADE—
COMPACTED
NVE:RT
IN411
—
$� O
RAMP SHOULD HAVE A
TEXTURED, NONSLIP
SURFACE TYP.
WET SET REPLACEABLE
ADA TILE BY ADA
SOLUTIONS, INC.
I-800-572-051 �
(SEE CHART)
4" CONCRETE
SLAB
a
Op
6
�/ II
CONCRETE CURB Cl
CONCRETE SIDEWALK
N.T
FRAME $ COVER BY U.5.FOUNDRY CORP.
(USF 6(ba-KL) HEAVY DUTY
ALL CATCH BASINS OVER 5'-6" IN
DEPTH TO BE PROVIDED WITH STEPS
1'-2" O.G. STEPS SHALL BE IN
ACCORDANCE W/ "U.S. FOUNDRY CORP."
CAST IRON MANHOLE STEPS SPECS.
11=III=III=III SECURE FRAME TO M.H.
III-111-III W/ MORTAR
5/4" CEMENT PAROE ON
ALL MA50NARY
IN51DE AND OUT
I N1'JERT SLOPE CONCRETE FILL
OUT TO OUTLET
5000 P51 CONCRETE
FOOTING
#5 BARS a 8" O.G.
EACH DIRECTION
COMPACTED 5UBGRADE
15 STORM MANHOLE N.T.5.
NOTES: USE SPILL TYPE OR CATCH TYPE GUTTER WHERE APPROPRIATE
FOR POSITIVE DRAINAGE. CONTRACTION JOINTS TO BE PLACED 10' O.G.,
EXPANSION JOINTS TO BE PLACED 40' O.G.. GUTTER WIDTH TO REMAIN
IS" THROUGHOUT. FLARE OUTS AT CURB INLETS WILL NOT BE PERMITTED.
VERIFY INLET GRATE WIDTH PRIOR TO CONSTRUCTION.
5'R (TYP). SLOPE GUTTER
FINISHED AWAY FROM FACE OF
GRADE CURB 1/4'' PER FOOT
6" I'-6" ASPHALT (SEE
J• 51 TE PLAN FOR
° o TYPE). SEE
o DETAILS THIS
1/4" PER FOOT SHEET.
vv
D
— p D v° D° v p OD
p p � v � D � ga *_
Qo 00 000 DD DO
'Il 111 111 ���
2'-0 11
AGGREGATE BASE COURSE. SEE PAVEMENT
DETAILS THI5 SHEET
COMPACTED 5UBGRADE cis% STANDARD PROCTOR
4 cf e>% STANDARD PROCTOR IN THE UPPER 12"
0 CURB I$ OUTTER (SPILL T`rPF—) N.T.5.
I/JIAIr GCAI AAIr C/10 //'JAI/OCTC OA\/IAIr — AG AA AAII ICA/TI IOCT••J C2�/
i17,
BLDO
FACE
51ON
v a
> o
a o
D
o� (�'Z� O
O
III III-
-IV/V VVI"II TJV ILL .JVLVI\TJLL
IN UPPER 12"
TYP. CONTROL JT. TYP. EXPAN ION JT. E.J. A7 N4LL
0 CONCRETE WALK EXPAN51 ON JO I NT N.T.5.
1211
VAN ACCESSIBLE 51ON ABOVE (METAL)
VAN
5/8" WHITE BORDER WITH A 5/8" GREEN
ACCESSIBLE
BORDER, LEGEND IN GREEN, 51ON TO MEET
CITY 5TANDARD5.BACKOROUND- WHITE
SIGN: R7-8(NO ARROW) METAL
RESERVED
LEGEND/BORDER-GREEN
PARKING
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND -WHITE, SIGN TO MEET CITY
—
STANDARDS.
PENALTY 51ON BELOW #5520-57.6 (METAL)
5/8' WHITE BORDER WITH A 5/8" GREEN
BORDER, LEGEND IN GREEN, SIGN TO MEET
CITY STANDARDS. BACKGROUND- WHITE
MAXIMUM
PENALTY
PLACE SIGN ON POST WITH 5' MIN.
$250.00
CLEARANCE FROM BOTTOM OF RESERVED
PARKING 51ON TO FIN 15HED GRADE.
-
P05T MUST BE SET IN CONCRETE
O
DIRECTLY BEHIND BACK OF SIDEWALK.
STEEL TUBE P05T TO BE PAINTED BLACK.
USE 2x2 STEEL TUBE SECTION FOR
SIGN P05T PAINTED BLACK
AND ATTACHED W/RUSTPROOF
HARDWARE.
as
FINISHED GRADE
I I HAND I CAPPED
PARK I NO 51ON — VAN NT5
1211
RESERVED
PARKING
MAXI MUM
ly PENALTY
$250.00
51ON: R7-8 (NO ARROW) METAL
LEGEND/BORDER-GREEN WHITE SYMBOL ON
BLUE BACKGROUND BACKGROUND -WHITE, SIGN
TO MEET G I TY STANDARDS.
PENALTY SIGN BELOW #5520-57.6 (METAL) 5/8"
WHITE BORDER WITH A 5/8" GREEN BORDER,
LEGEND IN GREEN, SIGN TO MEET G I TY
STANDARDS. BACKGROUND- WHITE
PLACE SIGN ON P05T WITH 7' MIN.
CLEARANCE FROM BOTTOM OF 51ON TO
FINISHED GRADE. P05T MUST BE SET
IN GONG. DIRECTLY BEHIND BACK OF WALK.
STEEL TUBE P05T TO BE PAINTED BLACK.
USE 2x2 STEEL TUBE SECTION FOR
51ON POST PAINTED BLACK
AND ATTACHED W/RUSTPROOF
HARDWARE. EMBED POST 24" IN GONG.
° 6" WIDE x 2'-6" DEPTH, 5000 PSI
a CONCRETE FOOTING (TYP BOTH
HANDICAP SIGNS)
12 HAND I CAPPED PARK I NO S I O N NTS
NOTE: ORATE AND FRAME BY U.S. FOUNDRY CORP.
All catch basins over 5'6" (USF 5150- 6168) HEAVY DUTY PRE -CAST GONG
In depth to be provided with INSTALLED PER MANUFACTURER'S OR CORBELLED
steps 1-2' o.c. steps shall BRICK
p p INSTRUCTIONS. ALL GRATES AND FRAMES
be in accordance w/ U.S. TO BE PAINTED BLACK. FINISHED GRADE
FOUNDRY CORP. cast-
iron steps specs. 1811 COMPACTED
5UBGRADE
oo�0000 opaopo
0
0� 0
00 0 0yz
11=1 I 1=1 I 1=1
'11111111
1111111111
-III=III=III
111=II11111I
' 1=1 I 1=1
11=III
11=1
INVERT IN
I6 OURB INLET DETAIL
SECURE GRATE TO G.I.
W I TH MORTAR
PRE -CAST GONG.
OR CORBELLED
BRICK
5/4" CEMENT PAROE
ON ALL MASONRY
(INSIDE 4 OUTSIDE)
INVERT OUT
5000 P51 CONCRETE
FOOTING
e� COMPACTED
SUBORADE
II III—
#5 BARS AT 8" O.G.
EACH DIRECTION
N.T.S.
5RATE BY EAST JORDAN IRON WORKS
* V-5600 FRAME AND ORATE OR
APPROVED EQUAL
�LL CATCH BASINS OVER 5'-6" IN
DEPTH TO BE PROVIDED WITH STEPS
'-2" O.G. STEPS SHALL BE IN
�CCORDANGE W/ EAST .JORDAN IRON WORKS
:AST IRON MANHOLE STEPS SPECS.
11=III=III=III SECURE FRAME TO M.H.
111-111-11I W/ MORTAR
T 5/4" CEMENT PAROE ON
ALL MA50NARY
INSIDE AND OUT
IT
SLOPE CONCRETE FILL
TO OUTLET
5000 P51 CONCRETE
FOOTING
#5 BARS a 8" O.G.
EACH DIRECTION
COMPACTED SUBORADE
I� `rARD I NLET N.T.5.
NOTES: USE SPILL TYPE OR CATCH TYPE GUTTER WHERE APPROPRIATE
FOR POSITIVE DRAINAGE. CONTRACTION JOINTS TO BE PLACED
EXPANSION JOINT5 TO BE PLACED 40' O.G.. GUTTER WIDTH TO REMAIN 18"
THROUGHOUT. FLARE OUTS AT CURB INLETS WILL NOT BE PERMITTED.
VERIFY INLET GRATE WIDTH PRIOR TO CONSTRUCTION.
5'R (TYP). SLOPE GUTTER
TOWARD FACE OF CURB
FINISHED 1/4'' PER FOOT
GRADE
6"/ZI'-6" ASPHALT (SEE
51 TE PLAN FOR
TYPE). SEE
° p DETAILS THI5
1/4'' PER FOOT SHEET.
� � 4
_ v v
v D � 4 o QD �� D
- � D � ° v ° � 0 0�
° 4 v ° ° v D �� 0000� DO
4 D
ICI ��� III III III III III I
2'-O I1
AGGREGATE BASE COURSE. SEE PAVEMENT
DETAILS THIS SHEET
COMPACTED 5UBGRADE G5% STANDARD PROCTOR
AND c15% STANDARD PROCTOR IN THE UPPER 12"
0 CURB I$ OUTTER (CATCH T`rPF—) N.T.S.
PAINTED SOLID WHITE WITH LIQUID
THERMOPLASTIC TRAFF I G MARK I NC PAINT
J NOTES: MIRRORING OF DETAIL MAY
N
BE REQUIRE. ALL PARKING LOT
STRIPING, TRAFFIC ARROWS AND
STOP BAR5 SHALL BE PAINTED SOLID
u� WHITE WITH LIQUID THERMOPLASTIC
O TRAFFIC MARKING PAINT.
+
cm
1211 011 011
¢,11
211-6 11
5'-611
1'-611 4 1—/ 11
PAINTED SOLID WHITE WITH LIQUID
THERMOPLASTIC TRAFFIC MARKING PAINT
0 TYP I OAL TRAFF I O AP P OWS N.T.5.
2'-611
811 6 LONG CURB
PRECAST
CONCRETE
ASPHALT
o PAVING
5/411 X 2411
GALVANIZED STEEL
ANCHOR ROD5, TWO
PER CONCRETE UNIT
13 CONCRETE WHEEL STOP N.T.5.
1/2'' PREMOLDED
BITUMINOUS
EXPANSION JOINT
STANDARD 24" CURB
AND GUTTER
4 TH I GK 5000 PSI
CONCRETE WALK ASPHALT PAV I NO -
TYPE
SITE PLAN FOR
L'v
I I PE
D
o �po o
d'o
DP
�Illiiill ��Illiiil °IIIII°°D ° o� ��000
4" COMPACTED
AGGREGATE
BASE COURSE -
COMPACTED 5UBGRADE, qS�O
STANDARD PROCTOR AND
515% STANDARD PROCTOR IN
THE UPPER 12"
0 CONCRETE WALK ® CURB/OUTTER N.T.S.
NOTE: ALL STRIPING SHALL BE PAINTED SOLID WHITE WITH LIQUID
THERMOPLASTIC TRAFF I G MARKING PAINT
EDGE OF PAVEMENT/CONCRETE HANDICAP SIGN
(TYP)
CONCRETE WALK
EDGE OF CONCRETE
WALK
jASPHALT PVMT.
PAINTED SYMBOL
FOR HAND I GAPPED
ACCESS (WHITE)
4" WIDE PAINTED ` 4" WIDE PAINTED
WHITE PARKING WHITE STRIPES 0
SPACE LINES (TYP) 45 ° ANGLE
0 H.G. PARiQNO SPACE N.T.S.
5" ASPHALT r-- CONCRETE
PAVINO APRON OR PAD
D p
° a o
T�
_cin ql u O� n 0 nN
CONCRETE PAD
NOTE: PORTLAND
CEMENT CONCRETE
TO HAVE A
28-DAY 5TRENOTH
OF 4500 PSI.
b X 6 WWF ((b GAUGE)
6" THICK FOR APRONS
8" THICK FOR DUMP5TER
PAD
6" COMPACTED
AGGREGATE BASE
COURSE
COMPACTED 5U55RA0)E
Q5% STANDARD
PROCTOR $ 100%
STANDARD PROCTOR IN
THE UPPER 12."
RJti+IIIYlf7!!7f
w C-399 9
lriJ OD
IR
���Sll iFlJl
s L
0- 494 -
D:
r�flJJl,� .�'��JJJ
b6-19— 20.2C
Date: I6 March 2020
For Review
Revisions:
4/21/20
For TRG
5/21/20
Per Comments
6/Ia/20
Stormwater/
Erosion Control Review
Drawn By PF
Checked By GSM
Project #
Sheet Title
SITE DETAILS
Sheet
op 10

Detail for Commercial Drive Turnout
4ta7T�ad'd il4 � �
30" C&C Pttbi#a Street
µ, �, t':� : 'r r^- �-?: 3 kti. h .. -•.. •. ty C. ,'�' � rr y-. � wTga `fix, - . �,:�
C�tst' • sA;afo�': - .tia Y; st tt� _ --'- 1_,. ' _. H'rt' : �;� ,r:'x� , f ,$ _}�:. ir. � �;� _ - s- : •�._. .
a �4s fir ,.'LC`' + 4�i�h' ..„__ •�'•-... - -
T..L
J9. =-fi+ �'eti #;.J.r,� i+. r . _ .'•' r4 s'-� 'ifir" r:
- ii ry ,It - r i. Y- _f` Y'4'- -p - a.� •'�4 �
� ti -. •+�� r. -� ,ram. •*. s•;,•-' t I•'E.�l. ,�„ ; 4-
-•� `'tip- �, a• `` +] ,, s o�a`�'.: 4'n•• L - ,..�,.-�- - tea• -#.tr .'L-j,;�# _-a. �• „
#. .w -.; ¢da tt; r 617:'I t. , I•rMLL'!'BfB�
ft)d -of-Way
Dei'ectcable N'c�bacg S¢crface Q��•
NOTES: Farce of ~'
1, B" Curb Mrns Doom to P&wh
with, S deuwcak in 2' Transition, _
2, Radians = 25'; or = Shown
on Float TrwbsittiM Curb
3. Refer to My of Burlingltwz � er as
Standard Details R-4 & R-S Specified by Site
for -Wheetahair Ramp Detailt, Dasignwr
4. Where no tFt>Rty strip Exgsts,
Taper S4dewadk to Back of stamp.
6, 11 GUs Recomwnended SECTION CTION A —A
egwace of constrrsct{a'rA_
Detecta W Warning Surface
Rdghi�vf I3'ug1
8' C&ncrefig
I �•f
Sfandard-
30" Drop
Cdl;G
SECTION B—B
e Pad (8' Ahab } t
E.J, = RxparastAm Joint
Control Jcdnfs as Necessary
6" Varies
4 ,1 i
[s - - a - - - - - - -- - - - - - - - - -
R.J
$" CoTtcrata E.J.
(min
kTE D WALE
1/31/0711 7/ 7/08 I I NOT TO SCALE
COMMERCIAL DRIVL TURNOUT
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
6" cort&m e
0
. J
Public
?40TE5:
+4YDRANTS, VALVES AND THEIR ACCESSORIES ARE TO BE
FURNISHM AS SPECIFIED IN SECTION 'A' OF THE
ENGINEERING SPECIRCATIOH OF THE CITY OF BURUNOTON, N. C.
RE�'TRWNEA JOINT RETAINER GLM4DS ARE REOUIRE;D ON ANY
JOINTS BETWEEN THE VALVE AND HMRANT .
V-O" FROI.1 a> ER UNE OF
MRAAAT TO WK OF CUR13
s" R W VALVE
BURY LINE
RESTMNED HWRAHT TEE
TAPPING SLEE4E AN VALVE.
8' MIN.
NORMALLY 4-t/2'
BOLTS, NUTS AND
DRpFd POFaS TO BE
FRFE OF CONCRETE I
NO. 67 CLEAN STONE
T
RESTRAINED JOINT—
RETAJNER GLANDS
COPiWM tFiKMT 4A� w1_L
I
13E DESIGNED BY THE ENQNEER
PRIOR TO CONSTRUCTION. #
FIELD CONDMN": SFNLL d
DETFRIINE ITS DE&GM NO A
STONE DR BACKFlLLINC ON 4 _
711R24 � OM FOR AT
A }.11NTMUM RF 6' Of CONCRETE WILL 13F PLACED I,INDET2 THE EASE_
DATE REVESED SCALE DETAIL ; 1+_
8/16/0- 8/18/0+ NOT To
SCALE �j�
HYDRANT AND VALVE INSTALLATION
CITY OF BURLINGTON, NORTH CAROUNA
ENGINEERING DEPARTMENT
NEW S9.5B ASPHALT PAVEMENT, 1-MIN.
NEW 119.00 ASPHALT BASE, 3" MIN.
PA'VLMENT TO BE NEA7LY
SAW CUT PERPENDICULAR
TC SURF'AOE
E}gSTING PAVEMENT
EWTING BASE
NEW BASE DEPTH 6" MIN
36" [srllNIM
12' SUBGRrADE
BACKALL (SEE NOTE)
)NDISTUIRSED SCIL
'1PE
STCNE STABILIZATION
;IF REQUIRED BY THE EMGINEER)
NOTE
The backfil shall be mode to 6" layers
ana sftall be compccled to at least 95%
of slondord denally (AA5HO Method 7-99).
Each layer must be thoroughly tamped by
a mechanical tamp before the next layer
is ploc>ed. All asphalt pavement replaced
shall be In accordarTce >fth We most
currant NCDOT Standard SpecificaUerm.
Rose course density and subgrade density
shall he 1001.
DATE a/ 16 f C4 I I 9 /1$ I I NW TO SCAU I I SCALE OETAfL
ASPHALT PAVEMENT REPAR DETAIL
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
VMHOLE TO CONFORM TD Orly STANDARD
QuAJLS FOR 4• AND/OR 5• PRECAST
CONCRETE OR BRICk MANHOLES.
CONCRETE TROUGH TO BE RVII_T TO DIRF7 FLOW
FROM 6" CGNNEC70N TO EFFLUENT PIPE,
JOINTS $HALL Br= RUBBER CASKET
DATt R $ SEA 04 SQkH DETAIL
NOT TO SCALE
CS
6" SANITAFZY SEWER SERVICE CONNECTION
CITY Of BURLINGTON. NORTH CAROLINA
ENGINEERING DEPARTMENT
L
REDUCED PRESSURE BACKFLOW OR
x
o DOUBLE CHECK VALVE AS REQUIRES
BY THE CITY OF BURDNGTON
W
W�
NM
N
Z'QJ 0Cl�
z
M
CJ tY Z 0.` Z
m� m�
0
or
0
0
Lj
nrn
m a
ENCLOSURE SHALL BE O
SECURELY ANCHORED TO A
THE CONCRETE BASE
"HEAT SOURCE RECOMMENDED"
�2"
BRASS RISER TYP
.�
r 7x{�
1
"
4k'-red
CONCRETE BASE
.
SLEEVE 2 TIMES DIA OF CARRIER PIPE (TYPE
COPPER REQUIRED FROM DITCH MUST REMAIN ❑PEN UNTIL BACKFL❑UM OF z' OF COPPER
METER TO BACKFLOW IS INSPECTED BY CITY OF 3URLINGT❑N ON OUTLET SIDE OF BACKFLOW
COPPER TQ IRON PIPE THREAD COUPLING OW)
1, THE BACKFL❑W DEVICE SHALL BE WITHIN 10' ❑F AND ❑N THE PROPERTY
SIDE OF THE METER. ENCLOSURE SHALL NOT OBSTRUCT SITE DISTANCE
AT ROAD CR❑SSINGS.
2, ALL BACKFL❑W DEVICES SHALL BE INSTALLED ABOVE GROUND IN A
HORIZONTAL P❑SITI❑N UNLESS OTHERWISE PREAPPR❑VED BY THE CITY OF
BURLINGTON.
3• SHUT OFF VALVES SHALL BE FULL PORT, LINE SIZE, LEVERTYPE, AND
TURN BRONZE BALL VALVES,
4• DEVICES SHALL HAVE TWO RESILIENT SEAT BRONZE UNI❑NS BETWEEN
THE SHUT OFF VALVES FOR REMOVAL OF THE DEVICE.
5. APPROVED ABOVE GROUND ENCL❑SUREST "HOT BOX', HYDR❑C❑WL, OR SMI
MODEL # B-30-SZD, 341-SZD, B51-SZD), ENCLOSURE MUST HAVE A DRAIN
6. TANDEM BACKFL❑WS REQUIRED IF SERVING MULTIPLE USERS UR SERVICE
CANNOT BE INTERRUPTED
7. BY-PASS OF BLACKFL❑W DEVICE, TEMPORARY OR PERMENENT, WILL NOT
BE ACCEPTABLE
0SCALE
9/16/041 I ATER 6/223/D5I I NOT TO WALE I IEMSED LiETAIL C _ 40
ABOVE GRADE BACKFLOW PREVENTER, 3f4" - 2"
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
NOTE:
1- SEF I)ETA L, SC-20 FOR
1 1/2' A 2' DIETER BOX
2. SEE a rTY OF 5URUNGTON DUAV
FOR 3/4"- 2" WKFLOW DEVICES
3, FOLLOWING PAYMENT OF APPUC.ABLE FEE,
THE M WILL INSTALL ZHE WATER METER
4, CONTRACTOR SHALL LEAVE AN IDLP IN YOKE
IN PLACE OF METER TO M&JNTAJN DIMENSIONS
12" MIN CLR,
12 CLEM STONE
7)-n-
7 3/8
2 5 3f4
7 1/$
5 1/4 CROP LID
8 7/5
- 7 5/8
- 7 3/8
6 1/4
VARIABLE
n
r� 13 1/2
9 1J2
TOP SECTION
EhIBEb INTO CONCRETE
SLAB, 4" ALUMINUM
NUMBERS AND TICK MARKS
INDICATING SIZE DF VALVE
AND DIRECTION OF PIPELINE.
TWO-PIECE
VALVE BOX,
ASSEMBLED
CAST IRON VALVE BOX ACCOMMODATES 4" THROUGH 12" VALVES
5 1/4-INCH SHAFTS, SLIP -TYPE
17' FOR 2' CONNECTION
4
13" FOR 1 1/2' CONNECTION
'
• COMPOunb OR 1UR♦3INE MVR TYPE METER
A5 REQUIRED BY CrTY OF BURLINGTON
[tea
3
fn
i
43 12' FROM TOP' OF
METER TO TOP OF
Eff
METER BOX
METER
W
a
a,
z
0
2
3
uj
a
a �r
NOTE; NIPPLES -BRASS ONLY gj
ELEVATION
SE17-ER TO BE 1 1/2' OR 2' CUSTOM SETTER
WITH BYPASS AND FLANGED VALVE ON MIT
AND OUTLET.
8CALE
/16/04 aJ 2/q5 S FAUT TO 5CN.F DETAIL S C ' �L2]
1 1/2-" & 2" WATER CONNECTION
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTIVENT
24"
0" EXTENSION FIELD CUT IF
T REQUIRED SHALL BE CAST
T IRON OR DUCTILE IRON,
24"
BASE
NOTES:
VALVE BOX WILL CONFORW TO
ASW A 48 CLASS 309
MINIMkJM WEIGHTS
COVER 13 L85
TOP SECTION
BOTTOM sECTION
TOTAL Las
IiE+115ED SCALE DETAIL k �}
8/18/Q4 NOT TO SCALE r Y — L
CAST IRON VALVE BOX
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
'HEAT SOURCE RECOMMENDED"
REDUCED PRESSURE BACKFLOW OR
DOUBLE CHECK VALVE AS REQUIRED
BY THE OFTY OF BURUNGTON�
CONCRETE BASE
DITCH MUST REMAIN OPEN UNTIL 3ACKf-L0W
IS INSPECTED BY CITY OF BURLINGTON MINIMUM OF 2' D.I.I=.
M.I.P. REQUIRED FROM METER TO BACKFLOW ON QUTLE7 SIDE OF BACKFLOW
1, THE BACKFLOW DEVICE SHALL BE WITHIN 10' ❑F ANC ❑N THE PROPERTY
SIDE [IF THE METER. ENrLOSURE SHALL NOT ❑BSTRUCT SITE DISTANCE
AT READ CROSSINGS.
ALL BACKFLOW DEVICES SHALL BE INSTALLED ABOVE GROUND IN A
HURIZ❑NTAL. PQSITI❑N UNLESS ❑THERWISE PREAPPR❑VED BY THE CITY OF
BUR LI NUT ❑ N.
3, SHUT OFF VALVES SHALL BE RESILIENT SEAT WITH FLANGED EMI] AND
❑.SAY HAND WHEELS.
4, ALL INTERI❑R AND EXTERI❑R IRON SURFACES SHALL HAVE EXPDXY
COATINGS TO CONFORM T❑ ANSI/AWWA C55C ❑R MANUFACTURED OF
STAINLESS STEEL.
S, APPR❑VED ABOVE GR❑UNB ENCL❑SUREST 'HOT BOX', HYDROCOWL, SMI
MODEL # b68-EHPZD, B80-EHP7D, B11G-EHP7D) CIR BFP 0$640-IPD,
800-1PD, 950-APD ❑R 115M-APD, ENCLOSURE MUST HAVE A DRAIN
6. TANDEM BACKFL❑WS REQUIRED IF SERVING MULTIPLE USERS OR SERVICE
CANNOT BE INTERRUPTED
7, DETECT❑R DOUBLE CHECK VALVE, ASSEMBLY SMALL BE INSTALLED IN
SIMILA€2 ENCL❑SURE,
8, PIPE & FITTINGS BELOW GRADE TO BE M.J. WITH RETAINER GLANDS,
9, BY-PASS OF BLACKFL❑W IIEVIGE, TEMPORARY OR PEIRMENENT, WILL NOT
BE ACCEPTABLE
PATE REVISED SCALE DETAJL
B/16/D4 8/18/- MDT TO SCALE
ABOVE GRADE RACKrLOW PREVENTER, 3" ANp GREATER
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
Date: 16 March 2020
rar ReVIeW
Revisions:
4/21/20
rar TRG
5421/20
For Comments
6/Ig120
Stormwaterl
Erosion Control review
Drawn By PF
Checked 5y 55M
Project #
Sheet Title
GOB
DDT I L
s,ee. G I . 10