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INDEX OF SHEETS
6
I s CI.0•COVER SHEET
1..e `: 4 0
.O :1 ;. C2.0•EXISTING CONDITIONS&DEMOLITION PLAN
•7• O m; C3.0-OVERALL SITE&UTILITY PLAN
•- WH//.I P4RK RD. NEW a ry c A r\ _ti- •�2 '
�•' BURLINGTONPR e. _ -• �� NEWINTE' • GE 0 _ • = C3.1•IYPfCAL SECTIONBCONSTRUCTION NOTES
��• J A '`��
� C4.0-MASHIE LOOP-PLAN&PROFILE(STA 0+00 TO STA.8+30)
3�C, -- ' g •• - ! C4.1-MASHIEB LOOP-L &PROFILE ILE((STA+030O0T. +91)
a e _yam -_ �o 14+89)
NIBLICK WAY-PLAN&PROFILE(STA 0+00 TO STA.2+91)
DEVELOPER i ` ;�- ���\9� `�. C4.2-SANITARY SEWER B STORM DRAINAGE OUTFALLS
Il iI , •`n,.. •,-c `,- •1 7,e� �� o ,3-, \�a• -'© E ,0. C4.3-STORM DRAINAGE OUTFALLS
BIRKDALE DEVELOPERS, LLCP. a C4.4-STORM DRAINAGE OUTFALLS
5603 NEW GARDEN VILLAGE DRIVE 4�=_ P �( y ��'
•@s/ O +� u C5.0.OVERALL GRADING&STORM DRAINAGE PLAN
GREENSBORO, NC27410 L = ,� �- C5.1-DETAILED GRADING PLAN
f
ATTN:DAVID MICHAELS jtJ
_ � / `°,- °e .b y C5.2•RE7AINING WALL DETAILS
Ft; r � SI TE dA Br /^ C5.3-RETAINING WALL DETAILS
'� C5.4-RETAINING WALL DETAILS
, C5.5-WET-POND#1PLAN&PROFILE
- C5.6-WET-POND#1DETAILS
P p C5.7•UNDERGROUND STORAGE&TREATMENT DEVICE#1
-1 (\/
t&_. Ill
p C6.0-EROSION CONTROL PLAN(INITIAL PHASE)
v• Ce� C6.1-SKIMMER BASIN DETAILS
'• _ •� O - '�� i,h, .
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,,.._ .. C6.2-SKIMMER BASIN DETAILS&INITIAL PHASE NOTES
C6.3-EROSION CONTROL PLAN(INTERMEDIATE PHASE)
/ �t t Q� or�/ C6.4-EROSION CONTROL PLAN(FINAL PHASE)
CITY OF BURLINGTON•ENGINEERING DEPARTMENT 1 J �,,. Q b, • C - C6.5•EROSION CONTROL DETAILS
i INFRASTRUCTURE PLAN REVIEW AND INSPECTION FEE SCHEDULE .� . • ,�+ \\ M� C6.6-EROSION CONTROL DETAILS
E ITEM QUANTITY UNIT OF MEASURE UNIT COST TOTAL COST
g PUBUC ROADWAY 1,780 CENTERLINE LF S 2.00 S 3,560 ��\ C6.7-NCG01 STANDARD EROSION CONTROL REQUIREMENTS
PUBLIC SANITARY SEWER LINES 1,552 PIPE CENTERLINE LF S 1.50 S 2,328
B SEWER SERVICES 75 EACH 550.00 53,750 a C7.0-CONSTRUCTION DETAILS
PUBLIC WATER LINES I FIRE LINES 1,823 PIPE CENTERLINE LF S 1.50 S 2,734,50 - . MACIQNTOSY ,ye''•P) IL, o •o ° - C7.1-CONSTAUCTION DETAILS
WATER SERVICES 75 EACH S 50.00 S 3.750 C /�
y PUBLIC STORM DRAIN PIPE 1,194 PIPE CENTERLINE LF S 1.50 S 1.791 •' 1• /� ', (1 1 C7.2-CONSTRUCTION DETAILS
< PUBLIC STORM STRUCTURES 23 EACH S 50.00 S 1,150
PUBUC SIDEWALKS I MULTI-USE PATHS I GREENWAYS 3,677 CENTERLINE LF 50.50 51,839 VICINITY MAP
C7.3-CONSTRUCTION DETAILS
TOTAL PLAN REVIEW AND INSPECTION FEE S 20,902.50 NOT TO SCALE
R REVIEW FEE FOR EACH SUBMITTAL AFTER 2ND 25%OF INITIAL PLAN REVIEW AND INSPECTION FEE A RELEASED FOR
INFRASTRUCTURE PLAN REVIEW AND INSPECTIONS FEE INCLUDES INITIAL PLAN REVIEW,1 FOLLOW-UP
b RENEW INSPECTIONS,AND CERTIFICATIONS FOR PUBLIC WATER AND SEWER PERMITS,
1 CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR ALL TESTING:COB SHALL WITNESS AND APPROVE CONSTRUCTION
c TESTING PROCEDURES AND RESULTS. ,;•'..
DEVELOPER SHALL BE RESPONSIBLE FOR PERMIT SUBMISSION AND COST AND RECORD DRAWINGS I 1l`•�' -
5 AS-BUILTS TO BE SUBMITTED AND APPROVED BY ENGINEERING PRIOR TO PERMIT CERTIFICATIONS.
ALLEY, WILLIAMS, CARMEN, & KING, INC. i ( •L 1f
12674
ENGINEERS & ARCHITECTS " D:a`
at 81 I D
740 CHAPEL HILL ROAD 'poi
PIPE
BURLINGTON, NORTH CAROLINA 27215REV.i112/20 REVISED NO.OF PUBLIC STRUCTURES
Know what's at's below.0 W. &LF OF STORM DRAIN
Cali before you dig.
F TELEPHONE: [phone]
DATE: SEPTEMBER 11, 2020 FIRM'S ENGINEERING LICENSE NO. F 0203 JOB NO. 19010B