WQ0044269_Drawing_20230927

ACES
FOR AUTISM
RECORD DRAWING FOR PHASE 1 SANITARY SEWER IMPROVEMENTS
Legend:
EXISTING
PROPOSED
o
EIP —
EXISTING IRON PIPE
o
ERB
— EXISTING RE —BAR
R/W
— RIGHT OF WA Y
C/L
— CEN TERL INE
R/R
— RAIL ROAD
RCP—
REINFORCED CONCRETE PIPE
CMP—
CORRUGATED METAL PIPE
E/T
— ELECTRIC TRANSFORMER
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F/H
— FIRE HYDRANT
FH
H
W/V
- WATER VALVE
N
- WATER METER
• WM
O/H
- 0 VERHEAD
-
FIRE DEPARTMENT CONNECTION
FDIC
-
POST INDICA TOR VAL VE
PIV
PAP
- POWER POLE
+ 72.14
- EXISTING SPOT ELEVA TION
- CONTOUR LINE
70
THY
- TEMPORAR Y BENCHMARK
- - oHE - -
- -
OVERHEAD POWER LINE
-
CA TCH BASIN
a
-
SANITARY SEWER CLEANOUT
cow
-
SANITARY SEWER MANHOLE
-
SANITARY SEWER MAIN/SERVICE
— s
-
WA TER MAIN / SER VICE
- W
-
FIRE MAIN
F
-
SIL T FENCE
SF
-
LIMIT OF DISTURBANCE
LOD
-
TEMPORARY DI VERSION DI TCH
TDD
-
4' CHAINLINK FENCE
-
STORM DRAIN
DEMOLISH / REMOVE
CONCRETE
4e
°
DEMOLISH / REMOVE
GROUND ELEVA TION
X PG 22.00
TOP OF CONCRETE
X TIC 22.00
TOP OF ASPHAL T
X TA 22.00
TOP OF BACK OF CURB
X BC 22.00
SPILL CURB
INLET PROTECTION
WORTHINGTON ROAD ^I WINTERVILLE TOWNSHIP � PITT COUNTY � NORTH CAROLINA
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BAYBERRY LANE
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RECORD DRAWING NOTES:
1. CENTERLINE MH TO CENTERLINE MH DIMENSIONS SHOWN ON SANITARY SEWER IN PLAN
VIEW. WALL TO WALL DIMENSIONS SHOWN IN PROFILE.
2. SANITARY SEWER SERVICES STATIONED FROM MANHOLE TO MANHOLE PROGRESSING
UPSTREAM.
3. ALL SEWER SERVICES ARE 6" PVC. CLEANOUTS INSTALLED ON THE ENDS OF ALL SERVICES.
4. ALL SANITARY SEWER MAINS ARE PVC SDR-35 UNLESS OTHERWISE NOTED.
5. INFORMATION ON THE SANITARY SEWER IMPROVEMENTS WAS GATHERED AND PROVIDED
BY MATRIX EAST, PLLC AND DRAWN UNDER THE SUPERVISION OF BRYAN C. FAGUNDUS, P.E.
AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
6. THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY BRYAN C. FAGUNDUS, P.E. ON
APRIL 13, 2022 AND LAST REVISED ON JULY 10, 2023. THIS DOCUMENT SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY AS TO
THE SANITARY SEWER RECORD DRAWING INFORMATION SHOWN HEREON.
Engineer
Ark Consulting Group, PLLC
2755 Charles Blvd - Suite B
Greenville, NC 27858
[phone]
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Site Data
Vicinity Map
SCALE: 1" = 1000'
TOTAL ACREAGE IN SITE:
23.372± AC
TOTAL ACREAGE IN PHASE 1:
13.89 AC
TOTAL ACREAGE IN FUTURE PHASES:
9.48 AC
TAX PARCEL NUMBER:
14643
NC PIN NUMBER:
4684194122
CURRENT ZONING:
OI
TOTAL GROSS FLOOR AREA:
63,028 SF
GROSS FLOOR AREA PHASE 1:
31,253 SF
GROSS FLOOR AREA FUTURE:
31,775 SF
TOTAL BUILDING LOT COVERAGE:
0% EXISTING / 6.2% PROPOSED
BUILDING LOT COVERAGE PHASE 1:
3.1%
BUILDING LOT COVERAGE FUTURE:
3.1%
BUILDING HEIGHT
20'-6"
TOTAL NO. OF PARKING SPACES REQUIRED:
55 SPACES (INCL. 10 H/C)
TOTAL NO. OF PROPOSED PARKING SPACES:
196 SPACES (INCL. 10 H/C)
PROPOSED PARKING SPACES PHASE 1:
148 SPACES (INCL. 6 H/C)
PROPOSED PARKING SPACES FUTURE:
48 SPACES (INCL. 4 H/C)
TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA:
0 SF
TOTAL SQ. FEET OF PROPOSED IMPERVIOUS AREA:
264,395 SF (26.0%)
PROPOSED IMPERVIOUS PHASE 1:
163,935 SF (16.1%)
PROPOSED IMPERVIOUS FUTURE:
100,460 SF (9.9%)
DISTURBED ACREAGE:
23.37 AC.
REFERENCES:
D.B. 3729, PG. 230-235
M.B. 78, PG. 16
M.B. 45, PG. 156
Parking Requirements:
PARKING REQUIRED: ELEMENTARY AND MIDDLE SCHOOL OFFICE
SPACE: 5 SPACES+ 1 SPACE/STAFF MEMBER 55 SPACES
REQUIRED HANDICAP PARKING: 10 SPACES
Sheet List Table
# Sheet Title
Survev Note:
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY
GARY S. MILLER & ASSOCIATES, PA., AS SHOWN ON DRAWING ENTITLED BOUNDARY
AND TOPOGRAPHICAL SURVEY FOR ACES FOR AUTISM, DATED NOVEMBER 29, 2018,
ATTACHED TO THIS DRAWING SET FOR REFERENCE.
Owner / Developer
Kyle Robinson
925 Conference Dr.
Greenville, NC 27858
[phone]
150' 0 75' 150'
SCALE 1 inch = 150 ft
REVISIONS:
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Project Manager: BCF
Drawn By:
CED
Checked By:
STA
Project Number:
21066
Drawing Number:
D-1231-RD
C1.0
Contact: Bryan C. Fagundus, PE
[e-mail]
Contact: Kyle Robinson
Date: 04-13-2022

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31970 =
RECORD DRAWING NOTES:
1. CENTERLINE MH TO CENTERLINE MH DIMENSIONS SHOWN ON SANITARY SEWER IN PLAN/�/ZOZ3
VIEW. WALL TO WALL DIMENSIONS SHOWN IN PROFILE.
2. SANITARY SEWER SERVICES STATIONED FROM MANHOLE TO MANHOLE PROGRESSING
UPSTREAM. Project Manager: BCF
3. ALL SEWER SERVICES ARE 6" PVC. CLEANOUTS INSTALLED ON THE ENDS OF ALL SERVICES. Drawn By: CED
4. ALL SANITARY SEWER MAINS ARE PVC SDR-35 UNLESS OTHERWISE NOTED.
5. INFORMATION ON THE SANITARY SEWER IMPROVEMENTS WAS GATHERED AND PROVIDED Checked By: STA
BY MATRIX EAST, PLLC AND DRAWN UNDER THE SUPERVISION OF BRYAN C. FAGUNDUS, P.E. Project Number: 21066
AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
6. THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY BRYAN C. FAGUNDUS, P.E. ON Drawing Number: D-1231-RD
APRIL 13, 2022 AND LAST REVISED ON JULY 10, 2023. THIS DOCUMENT SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY AS TO
THE SANITARY SEWER RECORD DRAWING INFORMATION SHOWN HEREON.
30'
0
15'
30'
G502
SCALE
1 inch =
30
ft
Date: 04-13-2022

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31970 =
C. F D
1. CENTERLINE MH TO CENTERLINE MH DIMENSIONS SHOWN ON SANITARY SEWER IN PLAN/G/ZOZ3
VIEW. WALL TO WALL DIMENSIONS SHOWN IN PROFILE.
2. SANITARY SEWER SERVICES STATIONED FROM MANHOLE TO MANHOLE PROGRESSING
UPSTREAM.
3. ALL SEWER SERVICES ARE 6" PVC. CLEANOUTS INSTALLED ON THE ENDS OF ALL SERVICES.
4. ALL SANITARY SEWER MAINS ARE PVC SDR-35 UNLESS OTHERWISE NOTED.
5. INFORMATION ON THE SANITARY SEWER IMPROVEMENTS WAS GATHERED AND PROVIDED
BY MATRIX EAST, PLLC AND DRAWN UNDER THE SUPERVISION OF BRYAN C. FAGUNDUS, P.E.
AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
6. THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY BRYAN C. FAGUNDUS, P.E. ON
APRIL 13, 2022 AND LAST REVISED ON JULY 10, 2023. THIS DOCUMENT SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY AS TO
THE SANITARY SEWER RECORD DRAWING INFORMATION SHOWN HEREON.
Project Manager: BCF
Drawn By: CED
Checked By: STA
Project Number: 21066
Drawing Number: D-1231-RD
C53
30' 0 15' 30'
SCALE 1 inch = 30 ft
Date: 04-13-2022

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50 5o RECORD DRAWING NOTES. Project Manager: BCF
30' 0 15' 30' Drawn By: CED
1. CENTERLINE MH TO CENTERLINE MH DIMENSIONS SHOWN ON SANITARY SEWER IN PLAN Checked By: STA
VIEW. WALL TO WALL DIMENSIONS SHOWN IN PROFILE.
0 2. SANITARY SEWER SERVICES STATIONED FROM MANHOLE TO MANHOLE PROGRESSING Project Number: 21066
SCALE 1 inch = 30 ft UPSTREAM. Drawing Number: D-1231-RD
V E RT. 1 inch = 3 ft 3. ALL SEWER SERVICES ARE 6" PVC. CLEANOUTS INSTALLED ON THE ENDS OF ALL SERVICES.
4. ALL SANITARY SEWER MAINS ARE PVC SDR-35 UNLESS OTHERWISE NOTED.
5. INFORMATION ON THE SANITARY SEWER IMPROVEMENTS WAS GATHERED AND PROVIDED
a BY MATRIX EAST, PLLC AND DRAWN UNDER THE SUPERVISION OF BRYAN C. FAGUNDUS, P.E.
AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
45 45 6. THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY BRYAN C. FAGUNDUS, P.E. ON C5A
KNOW WHAT'S BELOW -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 APRIL 13, 2022 AND LAST REVISED ON JULY 10, 2023. THIS DOCUMENT SHALL NOT BE
CALL BEFORE YOU DIG! CONSIDERED A CERTIFIED DOCUMENT AS TO THE ORIGINAL DOCUMENT BUT ONLY AS TO
1-800-632-4949 THE SANITARY SEWER RECORD DRAWING INFORMATION SHOWN HEREON.
WWW.NC811.ORG
Date: 04-13-2022
APPROXIMATE
FINISH GRADE
(PH. 2)
- - -
-
EXISTING
-
� GRADE
4 DOMESTIC
WATER
°
SSCO-101
OUT 5Y2'4 (SSCO-100)
(60.36)
' 30"
CP 10" WATER
(PH. 2)
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INV. 5br77(SSCO-101)-(56.73)
OUT 5�-77 (SSMH-5)
15" PVC
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(62.77)
(52.59)
1155.831F1-11 g3%1
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SSMH-1
RIM 56�27 (56.11)
INV. A9c8b (SSMH-5) (49.80)
INV. 4sJ-8'6 (SSMH-2) (49.77)
OUT 49-7G (EX-SSMHS) (49.71)
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'
(DROP
INV. 46.71)
I
I
I DROP
ER
PROPOSED
APPROXIMATE
FINISH GRADE(PH.2)
'---'"--
_ _
--'----
GRADE
_ _
—
_
—
8 STUB W/CAP
THIS pHASE)
(NOT INSTALLED WITH 1.50%
pVC -
SSMH-4
RIM 63.33
INV. 56.56 (SSCO-400)
OUT 56.36 (SSMH-3)
(NOT
INSTALLED
WITH THIS
PHASE)
(179•S2 LF) 11•48%�
g�� pVC-
SSMH-3
RIM b2-9G
INV. 54-9b (SSMH-4)
INV. 54:8b (SSCO-300)
OUT 54:7U (SSMH-2)
(62.45)
(54.66)
_ (54.66)
(54.64)
155%�
(133.83 LF) @
SSMH-2
RIM b8�J3
INV. 52$6(SSMH-3)
INV. 57:38(SSCO-200)
OUT 5d!86 (SSMH-1)
(62.86)
(51.97)
(57.05)
SSMH-1
(51.85)
RIM 5�-27 (56.11)
INV. �l•8-8b(SSMH-5) (49.80)
INV. �.9!db(SSMH-2) (49.77)
OUT A•3-7U (EX-SSMHS) (49.71)