SW3191104_2019.10.22-TLE Waxhaw Plans_11/19/2019

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THE LEARNING EXPERIENCE
SITE PLAN
PIN NUMBER/PARCEL ID 06156003
1425 PROVIDENCE RD S WAXHAW, NC 28173
0
F�
OWNER / DEVELOPER
GSG HOLDINGS
C/O ELIAS GARCIA
18008 MOLLYPOP LANE
CORNELIUS, NC 28031
PH: 704.763.4187
EMAIL: [e-mail]
TOWN OF WAXHAW
UNION COUNTY, N.C.
GRAPHIC SCALE
50 0 25 50 100
( IN FEET)
1 inch = 50ft.
UTILITIES
ELECTRIC: DUKE ENERGY
NATURAL GAS: PIEDMONT NATURAL
GAS
WATER & SEWER: UNION COUNTY
PUBLIC WORKS
IJL
CIVIL ENGINEER
CES GROUP ENGINEERS, LLP
FIRM LICENSE #: F-1240
274 N. HWY. 16, SUITE 300
DENVER, NC 28037
PH: 704.489.1500
ARCHITECT
C.L. HELT ARCHITECT, INC.
6405 WILKINSON BLVD, SUITE 200
BELMONT, NC 28012
PH: [phone] X107
FX: [phone]
VWVW.CLHELT.COM
LAND SURVEYOR
CAROLINA SURVEYORS, INC
P.O. BOX 267
PINEVILLE, NC 28134
PH: 704.889.7601
SHEETINDEX
Sheet
Number
Sheet Title
Drawing
Revision
Number
C 0.0
COVER SHEET
C1.0
EXISTING CONDITIONS
C1.1
DEMOLITION PLAN
C2.0
SITE PLAN
C3.1
EROSION CONTROL PHASE 1
C3.2
EROSION CONTROL PHASE 2
C4.0
UTILITY PLAN
C4.1
SEWER PLAN AND PROFILE
C5.0
FINAL GRADING PLAN
C6.0
DRAINAGE AREAS
C7.0
LANDSCAPE PLAN
C8.0
LIGHTING PLAN
C9.0
EROSION CONTROL DETAILS
C9.1
EROSION CONTROL DETAILS
C10.0
SITE DETAILS
C11.0
UTILITY DETAILS
C11.1
UTILITY DETAILS
C12.0
DRAINAGE DETAILS
C12.1
DRAINAGE DETAILS
A
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
10/22/19
FIRST COUNTY SUBMITTAL
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PROJECT NO:
7292
- 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE.
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
COVER
SHEET
DRAWING NUMBER:
000
Copyright 2019 CES Group Engineers, LLP

00
0
RIM: 650.76
INV OUT.• 640.11
. ;:7—J)
�QV I 6 PIPE
Q640
V.• (DO) WMr
.76
CO G
RIM: 655.52 REBAR \ / / NOTE.• WATER l
/ IN V.• f 644.4 — — (FOUND LINES /
BENT) UNTRACEABLE IN
THIS AREA /
I ' ) TELE \ /
/ \
TELE
I:OAh1K / to �o
/ --NOW OR FORMERLY G ��10h T
Q UE
CHATSWORTH
HOMEOWNERS ASSOCIATION INC -NOW OR FORMERLY / / �I
DB 504JI756 RICHMOND HILL DEVELOPMENTS LLC �, CO
PC 11705 DB 5373/203 ��� / �G Oh RIM: 655.82
ZONED: R-40 LOT 22, PC 11705 p / 1
TCEINV.•f644.6
(DB 7407165) / 20 OAK
/ -/ 7„OAK � ��� 6 OAK
645
'�� 12 "OAK 6 'OAK
/
4 1 - — 'OAK �
— — _ 46_/ 65�1,\� 20'%14 "OAK / l
6 »OAK
ANGLE IRON /(FOUND)
/ 7�652 --� ! Jai l FOUND 64 7 OAK
( )
N. C. S. P. C. � � \ �� REBAR / � / — — — -653 — � 14 '0� K �
N: 456,771.76 r — — 648 - / - _ ,(
/ E.• 1, 469, 400.30 — 10 'OAK / 12'/10 "OAK,(FOUND) 652/ S18'1 D 06 W 290.74 — — _8 "OAK- — — — — — 654 8 /� 'OAK LE \
CF_0. 99985572 — 649 -(73. 36)- / / / / 'ice �t 14 "OAK — — — — - ND - 655 12' OAK
6 5 OAK_(217.38) 8 "OAK 1tw 8 „OAK )
655_ 7'OAK� 8 OAK
8 "OAK WOODLINE
�6s �650� 10 OAK F
IMF 6
ERLY­
/ 655 / — — Z 651 RICHMOND HILL DEVE-NOW OR LOPMENTS LLC
\ ✓ \ / /651, /�, / / / / / / 6 / / — _ — — 65,` (DB20 07/65 N w -65s / LOT
SSE 21,3PC 11705
/ — — / 65 WELL ) o 4Ldk
- 652 / / / / / / W HEAD TCE � 4z I _6' K_
— _
653 (DB 7407165) 10 C659
EXISTING WELL !l�
— —654� / / / — _ _ 'OAK �1�
5$/--- —659 --- �' SOAK
-654— 11 "OAK_ / / 6 —+10"OAKS t l �655 i i / -w- '14 "OAK 6 „OAK
/ - 72 'RW
12"OAK — —656- / 659- 660— �78"PINE 661
-_14 "OAK �'
657 / i �660 / / \ 661 o c� p . ��62 6 OAK
��/ -661— 662-� Z o�� — 663--� -
-NOW 0�R-FORMERL Y / ~ � � �
/ I J CHARI�ENE G CARTER / I/��
\ � / / \ i — — i / DB 1232 893 / 662- 10 "PINE 66a 12"CEDAR— -
\ \ 14 "OAK / 659 - / / 663 � EC G m HMV
_ \ 16 "OAK S14 02'34"W 138.11 CID
10 O� LINE PER PC I/705
� REBAR
�6 4
/ 6
(FOUND)
663 EXISTING UNDERGROUND — ' REBAR
;h 12 "OAK\
/ i TELECOMMUNICATIONS LINE 6...... :::;
/ / — — .� ,ux.y (FOUND)
/ -G W 65 I cfl 12 "CEDAR:
9 14 "PINE / 1 — — — / 6 �, 138.12
J , �/ 66 / 664' `- N 10 24'00 E
REBAR LINE PER DB
(FOUND) APPARENT GAP 67171554
PP6h� — — 6 (0.015 AC.)
- w
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/ / T 666 I rN � 0 I
D I / / / WELL
j I / / / HOUSE -NOW OR FORMERLY
b ��� ./ j / z FANNY CORER MARTINEZ z
/ / / / / v DB 6717/554
660 8 „ 7„ / BENCHMARK c�a PP
D \ OAK / / �y / / NAIL IN PP WM / 667 , /I
D _ _ EL V.• 667.85 (NO UG y PIPE / 1
— 8"OAK 8" ,qK — — � � / � � EXISTING UTILITY POLE WITH TRANSFORMER `666(NAVD88) MARKINGS) I � PARTIALLY �
— — — / REBAR BURIED
n TELE 661 9 "CED R �6� GW PP _ _ — — ✓ \ I o PP — (FOUND) O
iPE — OE OE TELE — S17 46 � W 136. 91 (T
11 d5E-
_ E _ — ( ' i(FOUND) — —
_GAS _ _ \_ _ GAS S _ INV. GAS GAS GPI — — /
_ GAS GAS _45= GAS_ _ —GAS � _
EXISTING EDGE OF PAVEMENT — \ 665.13 — N _ —GAS —GAS GqS
> C L
j--_---—-- _— ---- T T —T-- T / 12"RCP MB-- INV. --- --- ----- —�
/ 665.07
/ 664 / ���) PROVIDEN E ROAD S (60- R.O.W.) \
CP '
\ N1746'08"E 356.90 �INOR ARTERIAL
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GRAPHIC SCALE
T 20 0 10 20 40
LF (IN FEET)
1 inch = 20 ft.
EXISTING LEGEND
, 16=10valI►1d
- -
RIGHT-OF-WAY LINE
EXISTING CURB LINE
GENERAL EASEMENT LINE
-
722-
EXISTING MINOR CONTOUR
-
720- -
EXISTING MAJOR CONTOUR
w
w
EXISTING WATER LINE
_&
EXISTING FIRE HYDRANT
>a
EXISTING GATE VALVE
OW
EXISTING WATER METER
—ss
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EXISTING SANITARY SEWER PIPE
ss
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM PIPE
®
EXISTING CATCH BASIN
EXISTING DITCH
CABLE
EXISTING UNDERGROUND CABLE
off
off
EXISTING OVERHEAD UTILITY LINE
ucE
ucE
EXISTING UNDERGROUND ELECTRIC
F0/c
EXISTING FIBER OPTIC CABLE
c
c
EXISTING GAS MAIN
-
—
EXISTING FENCE
EXISTING UTILITY PLOE
BENCHMARK
EXISTING SWALE
7
0
0
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SITE DATA
1.54 ACRES
PARCEL/PIN # 6156003
I ADDRESS: 1425 PROVIDENCE RD S
WAXHAW, NC 28173
B
I
REE ZONED: O CZ (OFFICE CONDITIONAL ZONE)
FO_L
EXISTING USE: VACANT
C
SITE NOTES
\ I
1.
TOPOGRAPHIC, BOUNDARY AND EXISTING TREE INFORMATION
SHOWN WAS PROVIDED BY CAROLINA SURVEYORS, INC. DATED
5/20/2019 AND REVISED ON 10/07/2019.
CID
\$
665
2.
PROJECT IS SUBJECT TO ALL APPROVED CONDITIONAL ZONING
CONDITIONS PRESCRIBED BY UNION COUNTY ZONING CASE
T T —
#CZ-2017-007.
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3.
EXISTING WELL AND SEPTIC SYSTEM TO BE ABANDONED IN
CONCRETE
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ACCORDANCE WITH ALL APPLICABLE NORTH CAROLINA LAWS AND
€WA
— —
— — — —� — —
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RULES.
/
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4.
EXISTING ONSITE BENCHMARK:
OE
1
/
NAIL IN PP
ELEV: 667.85 (NAVD88)
�
SIGN
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
10/22/19
FIRST COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY: —
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
EXISTING
CONDITIONS
DRAWING NUMBER:
Cl
0
■
Copyright 2019 CES Group Engineers, LLP

CZ-2017-007 (TRUFFLE PLAZA) CONDITIONS:
1. MAXIMUM BUILDING HEIGHT SHALL BE TWO STORIES AND IS LIMITED TO 40 FEET
2. A TEN FOOT WIDE BUFFER SHALL BE LOCATED ALONG THE SIDE AND REAR PROPERTY LINES AND THE
EXISTING VEGETATION WITHIN THE BUFFER SHALL REMAIN.
3. APPLICANT WILL SUBMIT A PHOTOMETRIC LIGHT PLAN TO UNION COUNTY THE COMPLIES WITH THE LIGHTING
STANDARDS OF THE LIDO
4. THE USES ALLOWED ON SITE ARE RESTRICTED TO:
4.1. OFFICE USES
4.2. ANIMAL SERVICES LIMITED TO THE FOLLOWING:
4.2.1. GROOMING OR TRAINING; SUPPLIES; AND VETERINARY, PROVIDED NO OVERNIGHT BARDING OF
ANIMALS SHALL BE PERMITTED OTHER THAN AS AN ACCESSORY USE TO A VETERINARY
HOSPITAL/CLINIC SUBJECT TO THE FOLLOWING CONDITIONS:
4.2.2. OVERNIGHT BOARDING MUST BE LOCATED ENTIRELY INDOORS; AND
4.2.3. ANIMALS IN OUTDOOR RUNS FOR EXERCISE OR FOR BATHROOM BREAKS MUST BE ATTENDED AT ALL
TIMES
4.3. COMMERCIAL SERVICE LIMITED TO THE FOLLOWING:
4.3.1. BUSINESS SUPPORT SERVICE;
4.3.2. COMMUNICATION SERVICE;
4.3.3. RESEARCH SERVICE;
4.3.4. STUDIO, INSTRUCTIONAL OR SERVICE; AND
-NOW OR FORMERLY
CHATSWORTH HOMEOWNERS ASSOCIATION INC
DB 504JI756
PC 11705
ZONED: R-40
/ ANGLE IRON
(FOUND)
N. C. S. P. C.
/ N: 456, 771.76
E.• 1, 469, 400.30
CF- 0. 99985572
PROPOSED
CONCRETE DUMPSTER
PAD AND ENCLOSURE.
SEE ARCHITECTURAL
PLANS FOR DETAILS
PROPOSED SEGMENTAL
RETAINING WALL
HEIGHT VARIES V TO 12'.
DESIGN AND DETAILS
PROVIDED BY OTHERS
PROPOSED STANDARD
DUTY ASPHALT
IN PARKING SPACES
SEE DETAIL ^ I
0
CO 14"OA
N W
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14 "P/
z
L IY
PROPOSED HEAVY
n
DUTY ASPHALT
S
IN DRIVE AISLES
V
V
SEE DETAIL lS
V 1
a)
I IN V.-
640.26
e0J
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RIM: 655.52
INV.• f644.4
RIM: 650.76
INV OUT.• 640.11
6 PI 4-
IN �D
T
Li
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 inch = 20 ft.
SITE LEGEND
SYMBOL DESCRIPTION
- - PROPERTY LINE
R/W RIGHT-OF-WAY LINE
PROPOSED CONCRETE SIDEWALK
71NEW71 PROPOSED ASPHALT
PROPOSED PLAY YARD
PROPOSED CONCRETE DUMPSTER PAD
SITE DATA
1.54 ACRES
PARCEL/PIN # 06156003
ADDRESS: 1425 PROVIDENCE RD S
WAXHAW, NC 28173
ZONED: O CZ (OFFICE CONDITIONAL ZONE)
EXISTING USE: VACANT
PROPOSED USE: DAYCARE
(CONSIDERED "SPECIAL" USE)
REQUIRED PARKING: 1 SPACE PER 500SF
10,500 SF/ 500 SF = 21 SPACES
PROVIDED PARKING: 40 TOTAL
(30 STD. , 2 ADA, 8 COMPACT)
REQUIRED BUFFERS
10 FT. PERIMETER
PROPOSED SEGMENTAL RETAINING WALL PROPOSED FENCE ON TOP OF RETAINING WALL T REQUIRED LANDSCAPING / SCREENING:
HEIGHT VARIES V TO 11'. SEE ARCHITECTURAL PLANS FOR DETAILS SEE LANDSCAPE PLAN
DESIGN AND DETAILS PROVIDED BY OTHERS 14 "OAK
S18'10'06"W 290.74 8"0. &AK 8'%O 'OAK LE aiib SITE NOTES
'ice t 14 "OAK ND) 12, "O K
K (217.38) 8"OAK 'R' �OA 1. PROJECT IS SUBJECT TO ALL APPROVED CONDITIONAL ZONING CONDITIONS PRESCRIBED BY UNION COUNTY
EO 8"OAK ZONING CASE #CZ-2017-007.
2. FUTURE RIGHT OF WAY IS BASED ON CONDITION OF REZONING CZ-2017-007 REQUIRING 20' OF RIGHT OF WAY
PLAY EOUip.
.................... ...a ................. \ 10 SNOW BE DEDICATED TO NCDOT.
o 25' E,4R Y,4FD ..... PEA. Eou P: 4 H...... 3 10� . RICHMOND HlL
.-\. .pLAr EOUip.. .
4 h INFANT/TODDLER N ��-'� v DB 3. PROPOSED DAY CARE FACILITY TO BE SERVED BY PUBLIC WATER AND SEWER.
°' PLAYGROUND �,... PRE-SCHOOL.. ... RAVEOUP �6. p v LOT .
PLAY Ems, p. p`AY EOo`' LAYGROUND 4. DIMENSIONS AND COORDINATE POINTS ARE TO THE FACE OF CURB, EDGE OF PAVEMENT, OR CORNER OF
....... 2,750 SF . . . . . . . . . . . . PLAYA EA T I 6 "OAK
W
3,575 SF' BUILDING UNLESS OTHERWISE NOTED.
....................... ...............
cn
10 "OAK
NC.. S1 E.WALK>
5. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL STANDARDS.
3 3
0 "0
` 6 L BE CALLED TO THE ATTENTION OF THE OWNER OR
I 8 OAK ANY DISCREPANCIES FOUND IN THE FIELD SHALL
125' -� 110"OAK \14 OAK aft 6 " OAK
' ENGINEER PRIOR TO PROCEEDING WITH WORK.
PROPOSED SEGMENTAL 1K
❑ ❑ \ RETAINING WALL 7. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS
HEIGHT VARIES 1' TO 12'.
AND APPROVALS FROM ALL REGULATORY AUTHORITIES.
DESIGN AND DETAILS
24' 19, cn.. 8. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS,
PROVIDED BY OTHERS ? �l� PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
/ o... \ \y 6"OAK
(z) m 9. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMAN AND THE PUBLIC SHALL
BE PROTECTED FROM INJURY.
m N
R.. ��I� j PROPOSED FENCE (TYP) 10. MAINTENANCE OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS
E.c::. rE PROPOSED DAYCARE 10,584 S.F. Co. INE� SEE ARCHITECTURAL PLANS FOR DETAILS
AND SPECIFICATIONS.
o VAN ACCESSIBLE : �J. \� 16�0 K S14 02'34"W 138.11
BARRIER FREE I .' a� 11. DO NOT SCALE DRAWINGS FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND SUBJECT TO
PARKING SIGN RAR 10. "OAK LINE PER PC I/705 DISTORTION.
ti
w .......(' UND)
0 m
? I- I 12 "OAK
ii� 12. ALL SIGNS PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE
..............
.,:::
....:...'.:..'.'...'.'...... :':::...:'.'.'.:..
";..6 'MAPLE'..:;.:`......:'.....
GI/1/:. '� }I r.y.....,..'.'. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD , 2009 EDITION AS AMENDED.
Om > .(9`. ' I cfl 12 CEDAR.:.'......' . �� ( )
z � Z . ---- a PLAY AREA. » 138.12
S O:. 4,006 SF 10 N10 24 o PER pB 13. ALL PAVEMENT MARKERS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED OTHERWISE ON DRAWINGS.
E3.. _J
'p REBAR LINE
FUTURE 25' I (FOUND) APPARENT GAP 67171554 14. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
6' <. 5.7' I 38.3' .
FRONT YARD PROPOSED 8•X8• CONCRETE PAD 15. CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN SMOOTHLY TO PROPOSED
a, 26' FOR DUKE ENERGY TRANSFORMER PAVEMENT AT DRIVEWAY ENTRANCES.
8
8
WALK
O
I
WELL
:
�n �n - HOUSE 16 ACTUAL BUILDING DIMENSION RASH ENCLOSURE DETAIL REFER TO ARCHITECTURAL PLANS FOR S, T S,
UTi -NOW OR FORMERLY
Lo zn. ... ... �i ao FENCING DETAILS, SIGNAGE DETAILS.
N N O0 FANNY CORER MARTINEZ
2 PROPOSED CROSSWALK o FUTURE 10' BUFFER v DB 67171554
D SEE DETAIL FUTURE BENCHMARKF TURE 00 17. CONTRACTOR SHALL COORDINATE CONSTRUCTION AND LOCATION OF SIDEWALKS, STOOPS, STEPS,
8 7" ca HANDRAIL, AND ACCESS DOORS WITH ARCHITECTURAL PLANS.
OAK R/W R/W R/W R/W R/W R/W R/W /W R/W R/W
z PROPOSED 5' CONCRETE SIDEWALK - NO '�
Ic a S PROPOSED 6 CONCRETE SIDEWALK EL V. 667.85 ( UG .� W PIPE 18. COORDINATE SIDEWALK AND SCORING PATTERNS ADJACENT TO THE BUILDING WITH THE ARCHITECTURAL
i 8"OAK 8" AK o + � (NAVD88) MAIo, NGS) � PARTIALLY PLANS.
11 N : , NMr
BURIED
n TELE
E R
y:
19. ENT
L PIPE rn ".'a �- S17 46W 136.91 (TIE) VENDOR FOR ALL PLAYGROUND EQUIPMENT AND PLAY SURFACES. PLAYGROUND EQUIPMENT AND
FOUND) - SURFACES TO BE PROVIDED AND INSTALLED BY REQUIRED VENDOR. NO SUBSTITUTIONS ALLOWED.
�i
=MJW7.5 PO9FFWNUfflFW1tIG
GAS GAS GAS GAS GAS - GAS GAS- GAS G S GAS GAS
150' TAPER (CONTINUES OFF SHEET) AS GAS -50, 50' 665.13 150' TAPER 20. CONTRACTOR TO ENSURE PROPER DRAINAGE FOR PLAYGROUND AREA, SO ABOVE GRADE AND BELOW
��'�; ��h N GRADE "PONDING" WILL NOT OCCUR. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AT 1/8" TO 1/4"
r PER FOOT PITCH. NO ROOF DRAINS TO EMPTY DIRECTLY INTO PLAYGROUND.
ir _ PROV DEN E ROAD S (60- R.O.W.) 21. PROPOSED PLAY YARD SURFACE AREAS TO CONSIST OF SYNTHETIC TURF AND POURED IN PLACE RUBBER
SURFACING.
CID ° CID22. CONTRACTOR SHALL PROVIDE NECESSARY TRASH COLLECTION AND DISPOSE TO A LEGALLY APPROVED
N1746'08"E 356.90 INOR ARTERAPH
LANDFILL.
POST D SPEED =
T T T T T 23. STOP BEFORE YOU DIG. CALL NC ONE -CALL CENTER AT 811 OR 1-800-632-4949.
W - W W W W SEE NCDOT ROADWAY - 24. PLAY AREA EQUIPMENT SHOWN IS APPROXIMATE AND FOR CONCEPTUAL PURPOSES ONLY.
n "KEEP RIGHT" MEDIAN SIGN 4' WIDE CONCRETE ISLANDJ LEFT TURN PROHIBITION SIGN T T T T CONCRETE IMPROVEMENT PLANS
e- T _ R4-7 NCDOT STD #852.01 R3-2 T _ €WA
FE�� - - TECE-
r - "KEEP RIGHT" MEDIAN SIGN
r - OE - OE- R4-7 OE OE
L
L
7
7
L
PROPOSED) ((
PARKING
AREA
18" CONC.
CURB & GUTTER
i' TYPICAL
4.3.5. PERSONAL IMPROVEMENT SERVICE WITHOUT THE NEED TO APPLY FOR A SPECIAL USE PERMIT
4.4. DAY CARE CENTER WITHOUT THE NEED TO APPLY FOR A SPECIAL USE PERMIT
4.5. SELF-SERVICE STORAGE FACILITY LIMITED TO TYPE 1
5. ACCESS TO THE SITE WILL BE PROVIDED BY ONE DRIVEWAY OFF OF PROVIDENCE RD
6. TWENTY FEET OF RIGHT-OF-WAY WILL BE DEDICATED TO NCDOT FOR THE PROVIDENCE RD WIDENING
7. BUILDING MATERIALS ARE RESTRICTED TO: GLASS, BRICK, STONE, SIMULATED STONE, PRE -CAST STONE,
ARCHITECTURAL PRE -CAST CONCRETE, SYNTHETIC STONE, STUCCO, CEMENTATIOUS SIDING OR WOOD
8. EIFS AS A BUILDING MATERIAL IS NOT ALLOWED EXCEPT AS A BACK UP FOR ARCHITECTURAL TRIM ON
STUCCO CLAD BUILDINGS
9. VINYL AS A BUILDING MATERIAL WILL ONLY BE ALLOWED ON WINDOWS, SOFFITS AND TRIM FEATURES
10. METER BANKS WILL BE SCREENED FROM PUBLIC VIEW AND PUBLIC STREETS
11. ROOFTOP HVAC AND MECHANICAL EQUIPMENT WILL FROM PUBLIC VIEW AND PUBLIC STREETS
12. ALL DUMPSTER AREAS SHALL BE ENCLOSED BY WALLS AND OPAQUE GATES UTILIZING MATERIALS SIMILAR IN
NATURE TO THE BUILDINGS
13. ALL SERVICE AREAS FOR NON-RESIDENTIAL USE SHALL BE SCREENED FROM RESIDENTIAL STRUCTURES
14. ON -SITE LOADING DOCKS AND WASTE AREAS SHALL BE SEPARATED AND/OR SCREENED FROM VIEW AT
GROUND LEVEL FROM PRIMARY BUILDING ENTRANCES AND FROM PUBLIC VIEW
15. STREET TREES WILL BE PROVIDED WITHIN PLANTING STRIPS ALONG THE PUBLIC STREET
16. DEVELOPMENT SHALL COMPLY WITH THE SUBMITTED CONCEPTUAL PLAN
17. THIS PETITION INCLUDES VESTING OF THE APPROVED REZONING PLAN FOR A FIVE YEAR PERIOD
PROPOSED DROP CURB FOR
PLAYGROUND DRAINAGE
-NOW OR FORMERLY
RICHMOND HILL DEVELOPMENTS LLC
DB 5373/203
LOT 22, PC 11705
TCE
(DB 7407165)
4ER
UWM640(2)
N
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CO
RIM: 655.82
INV.• f644.6
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ENGINEERS
PLANNERS
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SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
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SUBMITTALS
DATE:
PURPOSE:
10/22/19
FIRST COUNTY SUBMITTAL
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DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
SITE
PLAN
DRAWING NUMBER:
C200
,opyright 2019 CES Group Engineers, LLP

STRUCTURE TABLE
STRUCTURE
DETAILS:
PIPES IN:
PIPES OUT
RIM = 662.70
DI-5
INV IN = 657.37
12" HDPE INV=657.37
15" RCP INV=657.27
INV OUT = 657.27
RIM = 662.15
DI-7
INV IN = 658.46
6" HDPE INV=658.46
8" HDPE INV=659.00
INV OUT = 659.00
RIM = 661.48
DI-6
12" HDPE INV=658.26
INV OUT = 658.26
RIM = 661.06
CB-4
INV IN = 655.44
15" RCP INV=655.44
15" RCP
INV=655.34
INV OUT = 655.34
RIM = 660.17
CO-7A
6" HDPE INV=659.60
INV OUT = 659.60
RIM = 658.49
15" RCP
CB-3
INV OUT = 654.02
INV=654.02
RIM = 658.42
CO-2A
INV IN = 657.25
8" HDPE INV=657.25
8" HDPE INV=657.25
INV OUT = 657.25
RIM = 647.57
HW-1
18" RCP INV=650.40
INV IN = 650.40
TOP = 657.58
15" RCP INV = 653.00
SF-2
INV IN = 653.00
15" RCP INV = 655.00
18" RCP INV = 651.00
INV OUT = 651.00
8" HDPE INV = 656.00
8" HDPE INV = 656.00
�c
C
r1
IN V.-
640.2
"2 l
00
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RIM: 650.76
6 INV OUT.• 640.11
o .;:7-
J)
\J
EXISTING
850
X8-14•60
XB/C874 60
�NlXB/w 883.5A
0 �QJ 6 P/PE
INV.• %U) WM/ w
l 640.76 \ (2)
CO 1z
RIM: 655.52 1? / NO TE: WA TER
INV. f 644. 4 (F0 ND LINES /
- - NT) UNTRACEABLE IN
THIS AREA /
I ' ) TELE \ /
TELE /
I "OAK
/ rxo Gil '1����oh�_
Q �" UE
-NOW OR FORMERLY
RICHMOND HILL DEVELOPMENTS LLC 1 I �' G �, CO
DB 5373/203 I �S �G Oh RIM: 655.82
LOT 22, PC 11705 , p ' I1
TCE f644.6
(DB 7407165) 20 "OAK
7"OAK 6"OAK
12 "OAK 6 "OAK
7'OAK / /.20'/74"OAK l
- _ 6q6 PROPOSED SEGMENTAL RETAINING WALL _4 "OAK 653')
- - DESIGN AND DETAILS PROVIDED BY OTHERS PROPOSED PERFORATED HDPE UNDERDRAIN
/ ANGLE IRON SYSTEM WRAPPED WITH GEOTEXTILE FABRIC
-647' SEE NOTE 17
(FOUND) PROPOSED UNDERGROUND PRECAST
N. C. S.P. C. EECONCRETE SAND FILTER PROPOSED SWALE - 14
0 "OAK 65
1.76 r - -648 ��� �'re r"PROPOSED @ 0.7/o SLOPE i
PROPOSED CLASS B 70"OAK 12'/70"0AK OUND 70 os w 290 74 -8'/ o"oAK GRADING AND DRAINAGE NOTES:
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 inch = 20 ft.
LEGEND
PROPOSED
\� 850 ---
CONTOUR WITH ELEVATION
Xg-74 60
SPOT ELEVATION
X5IC S74 60
BACK OF CURB SPOT ELEVATION
xv\N $g3 j$
TOP OF WALL SPOT ELEVATION
xel`N $g3 51
BOTTOM OF WALL SPOT ELEVATION
CONCRETE CURB & GUTTER
- -
PROPERTY LINE
❑
CATCH BASIN / CURB INLET
STORM DRAIN AND ENDWALL
SS
SANITARY SEWER
SANITARY MANHOLE
NCO
CLEAN OUT
w
WATER MAIN OR SERVICE LINE
OH/U
OVERHEAD UTILITY LINE
FIRE HYDRANT
GATE VALVE
Gc_ '
POWER POLE GUY AND ANCHOR
CANOPY TREE TO REMAIN
RETAINING WALL
RIPRAP APRON 4 0 `� ) DROP CURB - -8 "OAK -V` LE G
ur. v. y y98557 - - FLUSH WITH ASPHALT a� - - - 5 72 "OAK
64g ^ _(73 3R )� T/C 662.08 rdk 14 OAK - ND) - 65 �
- BNV649.84 / PROPOSED CLEANOUT 5 OAK_-(21 .,38) 8"OAK 'R' � /
6"9` / TNV 660.75�I0' BUFFER �'' B/W 651.51 �- �F� 8 OAK / 1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT ASSUMED TO REPRESENT A
_ /7 i rsivv oo .o I BNV 655.1.5 B/W 655.45 B/W 655.26
BALANCED CUT / FILL CONDITION.
650, T/C 660 2 / T/W 662.54 65 T/W 663.14� _ TNV 662.68 T/W 662.25_ / 2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATE AND SHALL PROVIDE ALL EARTHWORK NECESSARY TO
TNV 661.81
° 173 LF - 8" HDPE 1.01%
HW-1 20 LF - 18" RCP @ 2.99 /o CO-2A @
s5�\ ✓ BNV 650.52 I / 25' REAR YARD - DI-7 S
42
TNV 660.37 TIC
660 - / 30 LF - 8" HDPE @ 4.12% - DB 7407 5
\ BNV 651.77 / / T/C 660.3 661/0 656 - ( )
6` TNV 660.00 °° ��C1066�°'9 /662g 663 / I 6 63� TCE o I
ww
T/C 659.73,..... 66�7
O
n- �r...i�rr....�. '�" L..ry'" � ' '��; �' :�� : ,riryn.``.i�:..r�r,' 6
666 6'
66 '. ' 66
660 00. 17 LF - 15 RCP o6 9., `..' '..
-654- 0s @ 2.00% V 662.51 G '\\<�6 66?2
T/C �W SEE ARCHITECTURAL PLANS PROPOSED 220 LF 8" HDPE
6 \ 41 - FOR DOWNSPOUT DETAILS @ MIN 1.0% SLOPE
i w 1
12'OA�
6SS-co
0 6 I
47) T/C 661
/n 6S9 51 LF - 15" RCP of (�`' CB-4 80
@ 2.00% n o6o Goo N I�� �ootiPROPOSED 37 LF 6 HDPE - 6,
6S6 CB-3 / �1 �1 r TIC 663.01�co @MIN 1.0% SLOPErn
2I
0
-� T/W 659.07 I C- ADA RAMP °� @
BNV 656.25 �,N �^ ` 7 l 66 w
\ o / �o� I ��oi ���. SEE DETAIL ,66 'LH PROPOSED DAYCARE - FFE = 663.25 ��'25
0
T/C 663.01
O
PROPOSED 35 LF 6" HDPE
Et 663.01 0
0
� @MIN 1.0 /o SLOPE M
\
-m
_ cfl
s9 0) 74"P1_ 00� - n PROPOSED DOWNSPOUT S6:
i
CONNECTION TYP -
oh oo. 0 w I ti� ( ) PROPOSED 178 LF 8" HDPE - o
0 / 003" SEE DETAIL @ MIN 1.0% SLOPE 666 o
BNV 658.99 C66 ^
FUTURE 25' 31 1 1 1 1 66
O
FRONT /,\ - " lO 1 663
T/W 660.00? 663.2 66g2 66g2 �'7 '.
f
3S :
1
I F o9
DI-5 6 '- 0
1!6,9
�660 jG66� �?84
6'rr-.6-os @ 3W 663 3;
3'89WW 66AW 60 3 W 3 W
E %100M
< < </2 662660 661ggFUTU R/W R/W 663' DI-6 BE CH
lW R665 eVW
OAK 6
6sPROPOSED GRASS SWALEgg4664
F/
R/W
85 66
8 „OAK 660 248 „ AK - - 6628a- 66 Lo6�,`' �o� oo� ° 665 /
665.44 665.80
�651 -NOW ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED.
Z RICHMOND HI 3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND
PROPOSED 12" NYLOPLAST DRAIN DB
N v BASIN WITH PEDESTRIAN GRATE LOT . LANDSCAPE AREAS.
o v SEE DETAIL 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN
T/W 662.52 � 70"C65 ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO
BNV 658.55
j� � PROCEEDING.
'OAK ,t 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH
I 'low �� 8 OAK PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL
110 'OAKS `0-7 4 "0AK
6 "OAK REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
\ 72"OAK _%
6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
� 78"PINE 661-
7. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE
-� FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
10 4-74"OAK n o
(BNV 661.420 . \662 \ y 6 CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
TNV 662.8 v 8. ALL "STD." NUMBERS REFER TO THE NCDOT OR UNION COUNTY STANDARDS.
�- 9. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
c� 0 10. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPE AND INVERTS AND
/ "P10y SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
lNE� 0`42"CEDAR -
` ; 1-6 \v 11. MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 1/4 /FT.
\ 6 "OA S14 02'34"W 138.11 12. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. W/ OUT ADDITIONAL STABILIZATION MEASURES AND PRIOR
(R 70'OAK LINE PER PC V705 APPROVAL.
13. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
12 "OAK
I.� CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
2 CEDAR.::.:::'.....
° 4'00"E 13
REBAR PER 8.12 OWNERS.
N10 2 pB 14. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
I/rn/ /A/n) A Do A OEN T GAP LINE 6717/554 WATERTIGHT.
5 AC.)
PROPOSED CLEANOUT 15. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
�v.v1
O- BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 61, ABOVE FINISH GRADE. LIDS SHALL
W
CO-7A
BE LABELED "STORM SEWER".
WELL
M
cD
HOUSE
16.
RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF GUTTER PAN, NOT THE DEPRESSED ELEVATION AT
CO co
-NOW OR FORMERLY
THE INLET.
FANNY CORER MARTINEZ
D v
DB 67171554 17.
ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENT COMPACTED STRUCTURAL
FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY MATERIAL COMPACTED TO THE STANDARDS OUTLINED
00
IN THE SPECIFICATIONS.
PIPE
18.
RCP PIPES SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
PAR TIALL Y
6.52
BURIED
19.
ALL STRUCTURES AND GRATES SHALL BE COMPLIANT WITH THE MOST RECENT NCDOT STANDARDS AND BE
TELE,,
1 O
. 7
o " ; .. TRAFFIC BEARING AND RATED HEAVY DUTY UNLESS LOCATED OUTSIDE OF A PAVED AREA.
6 �
6 _ FCJUND-: 6.42
5 6 _ 6
APE " .....:.' .......:...:.........: :.: '..'. ... -
66 - 66�3g 66539 665.75 S17 46 "W 136 91 (TE) -
OE ��_ �E� 20. RETAINING WALL TO BE SEGMENTAL WALL. CONTRACTOR TO SUBMIT STRUCTURALLY ENGINEERED PLANS TO
I(FOUND) 4 - - - - -
IX _ _ THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION.
< _ _ 663 ifl o G66 n \ \ GAS SAS 21. UNDERDRAINS SHOWN ARE FOR PLAYGROUND AREA.
GAS _ _ �s6, SAS < - < �A 6 _ Tj�� 66s �� _ GAS GAS > > > - > �66^ GAS GAS - - - GP�S -� - - - _
C664s3 - - - - - -�- - o- - - / O > - > - > - _ -_ >co - C _ 22. ALL HDPE PIPE SHALL BE ADS N12 TYPE S OR APPROVED EQUAL.
23. PROPOSED UNDERDRAIN SYSTEM TO BE COORDINATED WITH SYNTHETIC TURF MANUFACTURER AND/OR
�- ADA RAMPS l SUPPLIER.
PROPOSED GRASS SWALE SEE DETAIL �/ PROVIDENCE ROADS (60' R.O.W.) PROPOSED GRASS SWALE
CP CP
N1746'08"E 356.90 MINOR ARTERIA
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Call before you dig.
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 811 or1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
.,.Iiiiim arauP
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
10/22/19
FIRST COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
FINAL GRADING
PLAN
DRAWING NUMBER:
C500
copyright 2019 CES Group Engineers, LLP

fc
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TELE
Y
IN V.-
640.2
co
SSMH
RIM: 650.76 \
6 INV OUT.• 640.11
Eim
GRAPHIC SCALE
T 20 0 10 20 40
( IN FEET)
LF 1 inch = 20 ft.
00 �Q� 6 PI
PE / 1 1
I
NV. (DO) WM/
.76 \ (2)
/ EXISTING
CO G
/ 850
RIM: 655.52 REBAR \ / / NOTE.• WATER l
/ IN V.• f 644.4 - - (FOUND LINES /
BENT) UNTRACEABLE IN-
' _ THIS AREA /
I ' ) TELE \ / El
a"� � G�, h1 TELE
I "OAK
/ --NOW OR FORMERLY G ��10h T
Q UE
CHATSWORTH
HOMEOWNERS ASSOCIATION INC -NOW OR FORMERLY
DB 5043/756 RICHMOND HILL DEVELOPMENTS LLC 1 I �' G �, CO
PC 11705 DB 5373/203 ��� �G Oh \ RIM: 655.82
ZONED: R-40 LOT 22, PC 11705 p ' 1
TCEINV.•f644.6
(DB 7407165) / 20 OAK
/ -/ 7„OAK � ��� 6 OAK
645
'�� 12 "OAK 6 'OAK
1 - - ,
- - _ 46 / / - - _4 'OAK / �� 65�1\�O 20'%14 "OAK /
ANGLE IRON / 7�� 652 --� �! Jai
/ FOUND 6� 7 OAK
(FOUND)
N. C. S. P. C. \ REBAR / / - - - -653 - 14 '0A K 65�
N: 456, 771.76 r - - 648 - / - _ ,(
/ E.• 1, 469, 400.30 10 'OAK / 12'%10 "OAK,(FOUND) 652/ S18°1 D 06 W 290.74 - - _8 "OAK- - - - - - 654 8 /O'OAK LE
CF_0.99985572 _ 649
_(73.36)' a 14 OAK- - - 5 /
12' OAK
5��.8 OAK � �0'BUFFER 655 8 OAK
/
6SO o r� o o co-2A . .65 . . . _. _ - _ .- . 6s6 . D _7or
. - \
/ .......... ..... ..:... ........... .�. .......................... 657- -NOW OR FORMERLY
/ 25 REAR YARD ........ z / RICHMOND HILL DEVELOPMENTS LLC
65 y. ....663- 663.....:?n. S v DB 5373/203
rn/ �.................... ....
/ 6' .............. . . .- .-.... ........ DA-7 DB. 74Q7 .. 5 N -658 / die /
- . -_:. LOT 21, PC 1 705
. . . . 65 . . . . . . . . . . \
.... 0.09 AC ............ .
........... .......... .. c �� _6 OAK-
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Ali w �
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s6 /
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12 "OAK �.. REBAR
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0.12 AC - - � � .. �---6............�Ix.r..........._........ (FOUND)
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Ss4' ...... N 10 24 00 0
] \ �O`l'/ I REBAR LINE PER DB
I
FUTURE 25' I ... I (FOUND) APPARENT GAP 67171554 i M
FRONT YA _ �.. - - 616 (0. 015 AC.) o <
-7 63 1 1 00 Ise) co W C)�.
/ 6- DA-5 ` 1 c9 cD O N0.03
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D C= 0.50 . . . . . .663 . . . . . . . . . . . . . �. HOUSE -NOW OR FORMERLY � N I
�660 660 DA-8 /
OAK /W 66A- 0.07 AC R/W R!
C_= 0.30 /
- - 8„OA 8„ AK - ro 62-
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669 "CED R
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6 665 / PAR TALL Y
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LEGEND
PROPOSED
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CONTOUR WITH ELEVATION
CONCRETE CURB & GUTTER
PROPERTY LINE
El
CATCH BASIN / CURB INLET
STORM DRAIN AND ENDWALL
BASIN DRAINAGE AREA BOUNDARY
INLET DRAINAGE AREA BOUNDARY
Lom C;
arouP
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
0 ° ess/o
_ ° ° 041342
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SUBMITTALS
DATE:
PURPOSE:
10/22/19
FIRST COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY: -
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
DRAINAGE
AREAS
DRAWING NUMBER:
,opyright 2019 CES Group Engineers, LLP

FRAME GRATE AND H00D GENERAL NOTES:
BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT.
Z
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X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
Q F_ ,
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
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Y �" �' Y o 12" CENTERS AS DIRECTED BY THE ENGINEER.
LL J r Z
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o' L - - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
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_ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
z..
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00 io a:. ;o AS SHOWN ON STD. N0. 840.00.
U O Ur
.o '.. 6" '.o B.'. 6" USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
- - - -
F
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8'-0' TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
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CONSTRUCT WITH PIPE CROWNS MATCHING.
PLAN °
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SECTION X-X DRAWING NOT TO SCALE.
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TOP ELEVATION
TOP ELEVATION
SEE STD. NO. 840.03 STEPS - STD. N0. 840.66 STEPS - STD. NO. 840.66
6 ° A �- 6 - - - - - - -
TOP ELEVATION - - - - -
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RISER HT.LO
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SEE NOTE SECTION M-IM
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WHERE 42" TO 54" PIPE IS USED
WHERE 30" TO 36" PIPE IS USED
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DETAIL SHOWING METHOD
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840.02
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SECTION - KK
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HOOD ELEVATION SECTION - RR
840.03
IS06ur Protection as Required
Use Rip Rap or Concrete Slab
in Outlet Area
Typical Pipe Outlet Detail
L
S EXPANSION JOINTS
g" E-j 4, 6"
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#4 BARS "V" 6 8 STD. 840.03
FRAME,
@ EQUAL SPACESBRAT
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s, 3 0 DEPRESSED GUTTER LINE
EXPANSION JOINT Ir--I---�--•1
PLAN OF TOP SLAB SECTION S-S
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
6jBAR�SV
#8 "W" BARS 44 BAR EXPANSION JOINT
s TOP
#4 BAR "V" a USE ON GRADES OVER 2% ELEV.
@ EQUAL SPACES -
- 'Or DEPRESSED GUTTER LINE
EXPANSION JOINT 6' 0"
I �1r 0„ IMI MAX. j
11/2„
DOWEL ELEVATION
SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS
OF
BOX AND
PIPE
COVER
DIMENSION
CU.YDS. GONG. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOT. CONC.
FOR MINIMUM
HEIGHT.
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
12"
3'-0"
2'-2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
V-2"
4' 0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2' 0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54"
3'-0"
2'- 2
1 5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
12'-11"1
41
1 0.180
10.386
1 2.387
0,297
0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
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USE ACCORDING TO WATER FLOW.
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840.03
8" Min. Low Permeable Soil
Ll
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Control Joint Cut
Geogrid
Storm Drain
Pipe
For pipes larger than 24", a concrete
collar may be cast around pipe for
ease of construction and appearance.
CReinforced Soil
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Concrete Collar
if Applicable
Keystone Cap Unit
Keys dard
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r
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Scour Protection
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Unreinforced Concrete
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is
Y
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SECTION X-X
J
,urr.rvulr.rv�iu�
)P ELEVATION
840.16 FRAN
RATE
(SEE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1"
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE - 18" m
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
I WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TOTAL
CONCNETE
i0R MINIMUM
HEIGHT, H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
1 0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
1" DEPRESSION
1 r-7!/$n 1 r 77
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SECTION G-G
2'-31/4r'
4 �
1%6" �2"
SECTION H-H
8" Min. Low Permeable Soil
III11
Grid Depth
IIIIII
jIII
Reinforced Soil
Redirect Grid
Around Pipe �I
as Required IIII
Approximate 'III
Limits of III
Excavation
Retained Soil II
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PLAN OF GRATING
CAST IRON
#4 BAR
6"
DOWEL
3'-6"
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PLAN OF FRAME
CAST IRON
1/8rr /8rr 1/8rr 1/8rr
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3'-2" 2 2
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3'-13/4" N N 2r-13/rr N N
3'-6" 2'-6r'
SECTION E-E SECTION F-F
Keystone Cap Unit
Keystone Standard
Unit
Unit Drainage Fill
(3/4„Crushed
Rock or Stone)
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Finished Grade
Drainage Tile =1 I I11
When Site Conditions
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ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
10/22/19
FIRST COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
DRAINAGE
DETAILS
DRAWING NUMBER:
C1
2mO
Copyright 2019 CES Group Engineers, LLP

� rarauP
La = THE LENGTH OF THE RIPRAP APRON.
d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"
STIR #
dQ
d50
dmOx
THICKNESS
Lo
3d0
OUTLET
WIDTH
HW-1
18"
0. 5'
0.75'
1.125'
10'
4.5'
11.5'
USE THIS FOR UPSTREAM
FILL RIPRAP BETWEEN PIPES
NOTES:
1. INSTALL A GRADED GRAVEL LAYER OR A SYNTHETIC
FILTER CLOTH BETWEEN THE RIPRAP & SOIL FOUNDATION.
2. ENSURE THAT RIPRAP CONSISTS OF A WELL -GRADED
MIXTURE OF STONE, LARGER STONE SHOULD
PREDOMINATE, WITH SUFFICIENT SMALLER SIZES TO FILL
THE VOIDS BETWEEN THE STONES. THE DIAMETER OD THE
LARGEST STONE SHOULD BE NO GREATER THAN 1.5
TIMES THE d50SIZE.
3. SELECT STONE FOR RIPRAP FROM FIELD STONE OR
QUARRY STONE. THE STONE SHOULD BE HARD, ANGULAR,
& HIGHLY WEATHER -RESISTANT. THE SPECIFIC GRAVITY
OF THE INDIVIDUAL STONES SHOULD BE AT LEAST 2.5.
4. ENSURE THAT THE SUBGRADE FOR THE FILTER AND
RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES
SHOWN IN THE PLAN. COMPACT FILL REQUIURED IN THE
SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERAIL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY
INCREASING THE RIPRAP THICKNESS.
5. FILTER CLOTH, MUST MEET DESIGN REQUIREMENTS AND
BE PROPERLY PROTECTED FROM PUNCHING OR TEARING
DURING INSTALLATION. REPAIR ANY DAMAGE BY
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF
FILTER CLOTH OVER THE DAMAGED AREA. ALL
CONNECTING JOINTS SHOULD OVERLAP SO THE TOP
LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF
1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE
ENTIRE FILTER CLOTH.
6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO
OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP
AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING
AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH
THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT
SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF
THE APRON.
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE DISTURBED
AREAS WITH VEGETATION.
9. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS.
CES GROUP RIPRAP OUTLET PROTECTION STD. N0.
ENGINEERS, LLP (FLAT AREA NO WELL-DEFINED CHANNEL 6.41C
URFACE PER SITE PLAN
LQ PEA GRAVEL WRAPPED
IN SOIL FILTER FABRIC
21 8" PERFORATED UNDERDRAIN
PLAYGROUND UNDERDRAIN DETAIL
NOT TO SCALE
REVISIONS
MODULE NOTES
REVISION DATE 1 REV BY DESCRIPTION OF REVISION
TYPE QUANTITY HEIGHT
1 10WN9 JS ADDED PIPE INVERT ELEVATIONS.
B
2 f0I019 JSA ADDED TYPICAL ELEVATION VIEW.
61' 1 E
C1" 1 a'
F 1 1 S'
Ot 1 fi'
sr 1 s•
TOTAL B
VOLUME2.833 ICUBICFEET
06" PERFORATED PVC UNDERDRAJN
LEGEND:
PRETREATMENT MODULES
IINDICATES
As = 315 SF
OUTLET CONTROL WEIR.
SAND FILTER MODULES
SUPPLED BY OLDCASTLE INFRASTRUCTURE.
STORMCAPTURE MODULES BY OLDCASTLE INFRASTRUCTURE.
INSIDE DIMENSIONS: 7' W x 15' L z 6' H, SYSTEM INVERT: 651.00'.
IINDICATES
Af = 290 SF
INSTALLED h GROUTED IN PLACE BY OTHERS.
----------,
- - - - - - - --------I
---------- -
-
MODULE DESIGNATION
NON-STANDARD
\
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r
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I .• -
rINDICATES
`yj'1
MODULE U1E WALL OPENIINC5,
C 1WE 41000LE DETAILS
•`
I
.
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- .
- - - - - - -
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-
- - - - - - ��- - - r-
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-- - - -L -
- - �'
08" HOPE, c
INLET INVERT: 656,00'.
e19- RCP,
OUTLET INVERT: 651.00'.
I
I. �. I
l
4. I
a
7
L -LI- J
L - - - _ J
L -
J
I
I I
I
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1
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L- - -
lI
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fib' HDPE,
INSET INVERT. 656.00.
'r
024' MANWAY ACCESS WITH DRILLED IN STEPS
1 015' RCP,
(TYPICAL 4 PLACES)
I 015' RCP,
INLET INVERT: 65100'.
INLET INVERT: 655.D0'.
DESIGN NOTES:
I.
DES IGNLOADINGS:
A AASHTO HS-20-44 Wf IMPACT-
B. DEPTH OF COVER = B" - 5'-0" (120 PCF ASSUMED)-
48'-U1r2" (INCLUDES h' GAP PER SECTION)
- PRELIMINARY -
C. ASSUMED WATER TABLE = BELOW BOTTOM OF PRECAST.
D. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF,
NOT FOR CONSTRUCTION
E. LATERAL LIVE LOAD SURCHARGE = 8D PSF (APPLIED TO8' BELOW GRADE).
F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALL PIERS, OR FOUNDATIONS.
PLAN VIEW
2,
CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI,
SCALE:: 3116" = 1'
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3.
STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60.
4.
MESH REINFORCEMENT: ASTM A-1064, 51.2. GRADE 80.
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CEMEN 1: ASTM M C-1 SO uSPECIIvFICATION.
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THIS M]CUNENT IS THE PROPERTY OF OLCCASTLE INFRASTRUCTURE, INC-
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.
STORML+AP I LIRE MODULE TYPE = DETENTIONIS+AND FILTER.
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NOTES TO REVIEWING ENGINEER:
IT IS CONFIDENTIAL, SUR M ITTEO FOR REFERENCE PURP0. ES ONLY AND
SHALL NOT BE USED IN ANY WAY ?NJ U RI OILS TO THE INTERESTS OF- OR
7.
REQUIRED BASE LAYER DEPTH = NOT APPLICABLE.
1. THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT
VNTHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE- INL
COPYMGHR®]019 OLDCASTLE INFRASTAUCTURE, INC RIGHTS RESERVED-
8.
REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE = 2,5DO PSF. NATIVE SOIL SHOULD
BE REQUIREMENTS (I.E. LIVE LOAD AND FILL RANGE). IF
DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR
STORMCAPTURE �
LEVELISCREEDED AND COMPACTED ADEQUATELY TO ALLOW FOR REQUIRED BEARING REDESIGN AND RE -PRICING.
CAPACITY-
2. REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION
LOCATIONS, SIZES, AND INVERTS-
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REFERENCE STANDARDS:
3. REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS.
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A. ASTM C 890
4. UNLESS OTHERWISE NOTED, ALL PIPE SUPPLIED AND INSTALLED BY OTHERS,
CES
B. ASTM C 891
5. THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT- REVIEWING ENGINEER TO VERIFY THAT THE
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The Learning Experience Waxnaw, INC
C. ASTM C 913
DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST. IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE
3 ENJcN�EER CH W SA R
90
10.
CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON IMMEDIATELY FOR REDESIGN AND REVISED PRICING,
NINiq
STRUCTURE. ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM
B. THIS SYSTEM IS DESIGNED WITHOUT A CONTAINMENT MEMBRANE LINER- IF A LINER IS NEEDED PLEASE CONTACT OLDCASTLE TO
STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING.
PROVIDE THIS OPTION IN THE FINAL DESIGN.
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4
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4
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a
6" PERFORATED SCHEDULE
40 PVC UNDERDRAIN PIPE
a
4 ROWS OF 3/8" PERFORATIONS PER ROW
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4 ROWS PER FOOT.
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4
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SAND FILTER SECTION
NOT TO SCALE
657.58
657.00
656.10 -
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STORAGE
CLEAN WASHED "CONCRETE"
SAND FILTER LAYER
652.50
651.00
650.42
024" HS-20 RATE) U&NWAY ACCESS WITH DRILLED IN
COMPACTED FILL. SEE INSTALLATION
GUIDE, PArING/OVERBURDEN, BY CONTRACTOR,
STEPS AND RISERS/GRADE RINGS AS REQUIRED TO GRADE.
BY OTHERS.
SEE DESIGN NOTE 10.
STORMCAPTURE MODULES BY OLDCASTLE INFRASTRUCTURE.
01" VENT HOLE ONE SIDE ONLY.
RIM' fi8b52.56' iAA7(IMUM
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6' WIN COVER
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04' TERMADUCT, TYPICAL.
1' MINIMUM UP SIDES
OTHERS
OF SYSTEM.
I$' SAND MEDIA BY OTHERS
CEOTExTlLf FABRIC,
NOTE:
SEE INSTALLATION GUIDE.
TERwDuCT INSERTS TO BE KNOCKED OUT AT
CONTRACTOR TO ENSURE ADEQUATE BEARING SURFACE
SPECIFIED LOCATIONS ONLY (BY OTHERS),
PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
SEE DESIGN NOTES 7 & 8.
TYPICAL ELEVATION
if- PERMANENT POOL DEPTH
SCALE: aW = 1'-a•
- PRELIMINARY -
NOT FOR CONSTRUCTION
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THIS DOGLmENT 1S THE PROPERTY OF OL D CAST LE INPRAS T RUCTURE, INC.
IT IS CDNFID-TIAL, E -I TVEO POR R ENCE POR POSES ONLY "I$HAL;
NOT BE USED IN ANYwar IN' s TO THE INTE RESrs OP, QR
W ITH W T THE WRITTEN PERM155ION OF OLOCASTLE INFRASTR UCTURE. INC.
COMMITm W18 OL K-57LE INFRASTRUOTURE. INC ALL Qq TR RESERVED.
STORMCAPTURE
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NOTES;
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7. ALL SAND FILTER YEDLA, DRAIN ROCK
PROVIDED BY CONTRACTOR-
AGGREGATE, PIPE AND FITDNGS,
DATE SALES orwwx EHCaNEER CHEp1ED &4E100111
2. TERMADUCT INSERTS TO BE KNOCKED OUT AT SPECIFIED LOCATIONS
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ONLY (BY OTHERS).
SCDD-1459-2-SC2 SFDT CdVDATE 2 OFx
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ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
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T 704. 489.1500
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44. C IS
SUBMITTALS
DATE:
PURPOSE:
10/22/19
FIRST COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REV/SIGN DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: TIC
ISSUED BY: SC
DRAWING TITLE:
DRAINAGE
DETAILS
DRAWING NUMBER:
C12.1
Copyright 2019 CES Group Engineers, LLP